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a
<br />MM IDADE MIAMI-DADE COUNTY, FLORIDA
<br />METRO-DADE FLAGLER BUILDING
<br />BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
<br />PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
<br />NOTICE OF ACCEPTANCE (NOA) (305) 375-2901 FAX (305) 375-2908
<br />Jeld-Wen, Inc"
<br />3737 Lakeport Boulevard
<br />Klamath Falls, OR 97601
<br />SCOPE:
<br />This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
<br />The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
<br />by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
<br />the Authority Having Jurisdiction (AHJ).
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
<br />Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
<br />have this product or material tested for quality assurance purposes. If this product or material fails to perform in
<br />the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
<br />revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
<br />to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
<br />material fails to meet the requirements of the applicable building code.
<br />This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
<br />Zone of the Florida Building Code.
<br />DESCRIPTION: Steel, Steel Edge 7'-011 Opaque, Inswing, Impact Door In Hollow Metal Frame
<br />APPROVAL DOCUMENT: Drawing No. S-2078-01, titled 113"-0" x T-0" & 6'-0" x 6'-8" Inswing Opaque
<br />Steel Edge Impact Door in a Hollow Metal Frame" revision G dated 08/08/07, prepared by PTC, LLC, signed and
<br />sealed on 08/16/07 by Eric S. Nielson, P.E. bearing the Miami -Dade County Product Control Renewal stamp with
<br />the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
<br />MISSILE IMPACT RATING: Large and Small Missile Impact
<br />LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
<br />following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
<br />RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
<br />change in the applicable building code negatively affecting the performance of this product.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
<br />materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
<br />product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
<br />with any section of this NOA shall be cause for termination and removal of NOA,
<br />ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
<br />the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall
<br />be done in its entirety.
<br />INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
<br />and shall be available for inspection at the job site at the request of the Building Official.
<br />This NOA renews NOA # 01-0122.12 and consists of this page 1, evidence page E 1 as well as approval
<br />document mentioned above.
<br />The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E.
<br />NOA No. 07-0509.05
<br />a " p(�' f a Expiration Date: June 13, 2012
<br />MIS I Approval Date:September 20, 2007
<br />qW Page 1
<br />Jeld-Wen, Inc.
<br />NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br />A. DRAWINGS
<br />1. Manufacturer's die drawings and sections.
<br />2. Drawing No. S-2078-01, titled "3"-0" x T-0" & 6'-0" x 6'-8" Inswing Opaque Steel
<br />Edge Impact Door in a Hollow Metal Frame" dated 12/05/00 with revision G dated
<br />08/08/07, prepared by PTC, LLC, signed and sealed on 08/16/07 by Eric S. Nielson, P.E.
<br />B. TESTS (Submitted under NOA # 01-0122.11)
<br />1. 1. Test reports on 1) Air Infiltration Test, per PA 202-94
<br />2) Uniform Static Air Pressure Test, Loading per PA 202-94
<br />3) Water Resistance Test, per PA 202-94(Not approved)
<br />4) Large Missile Impact Test per SFBC, PA 201-94
<br />5) Cyclic Wind Pressure Loading per SFBC, PA 203-94
<br />4 Forc
<br />ed Entry Test, per SFBC 3603.2 (b) and PA 202-94
<br />along with marked -up drawings and installation diagram of double inswing steel
<br />doors, prepared by Certified Testing Laboratories, Test Report No. CTLA632W
<br />(Specimen #3 ), dated November 16-17, 2000„ signed and sealed by Ramesh
<br />Patel, P.E.
<br />2. Test reports on 1) Air Infiltration Test, per PA 202-94
<br />2) Uniform Static Air Pressure Test, Loading per PA 202-94
<br />3) Water Resistance Test, per PA 202-94(Not approved)
<br />4) Large Missile Impact Test per SFBC, PA 201-94
<br />5) Cyclic Wind Pressure Loading per SFBC, PA 203-94
<br />4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94
<br />along with marked -up drawings and installation diagram of single inswing steel
<br />doors, prepared by Certified Testing Laboratories, Test Report No. CTLA632W
<br />(Specimen #5 & 45A), dated December 21-22, 2000, signed and sealed by
<br />Ramesh Patel, RE
<br />C. CALCULATIONS
<br />Anchor Calculations and structural analysis, prepared by PTC, LLC dated 04/23/07,
<br />signed and sealed by Eric S. Nielson, P.E.
<br />D. MATERIAL CERTIFICATIONS
<br />1. Tensile test report No. CTLA629W & CTLAW632W dated January 11, 2001 for steel
<br />face sheet per ASTM-E8/A370, issued by Certified Testing Lab, signed and sealed by
<br />Ramesh Patel, P.E.
<br />2. Test report No. J99006660-001 dated 04/08/1999 issued by Intertek Testing Services
<br />for expanded Polystyrene for smoke density per ASTM E84-97A and self -ignition per
<br />ASTM- 1929D, signed and sealed by Dough Tucker, P.E.
<br />E. STATEMENTS
<br />1. FBC 2004 Code Compliance and no financial interest letter signed and sealed by Eric
<br />Nielson, P.E. dated 04/27/07.
<br />{{ Mohammed Igbal Shaikh, P.E.
<br />Sr. Building Code Compliance Specialist
<br />NOA No. 07-0509.05
<br />Expiration Date:June 13, 2012
<br />E-1 Approval Date: September 20, 2007
<br />FLORIDA BUILDING CODE (W/ ZUUb & ZUUti JUF't-LtMLNtb)
<br />AND "HIGH VELOCITY HURRICANE ZONE" (HVHZ) REQUIREMENTS.
<br />2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
<br />TO TRANSFER LOADS TO THE STRUCTURE.
<br />J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED
<br />AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
<br />MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
<br />4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1.
<br />5. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE
<br />AS PER ASTM-E331.
<br />6. THIS PRODUCT DOES 01 MEET THE WATER INFILTRATION
<br />REQUIREMENTS FOR (HVHZ).
<br />-- RFSIDENTiAL INSULATED STEEL DOOR W/STEEL EDGE 1
<br />(Common to aA frame candidarts)
<br />DOOR LEAF CONSTRUCTION:
<br />Face sheets: 24 ga. (0.021) minimum thickness, Galvanized .
<br />Steel A-525 commercial quality - AKDQ per ASTM 620.
<br />For flush' doors the minimum average yield strength is:
<br />Fy=53650 psi. per CTLA-632W.
<br />Core design: Expanded polystyrene with 1.0 to 1.25
<br />Ib/CF density, by JELD-WEN INC.
<br />Panel Construction: The steel face sheets are glued to the
<br />expanded polystyrene (EPS). The top & bottom rail and
<br />side stiles are roll formed of 0.040" min. thickness steel.
<br />The face skin is rolled over the stiles and top rail to make
<br />a r:iechanicol lock. At the bottom the face skin is bent 90'
<br />over the rah: A wood lock block reinforcement is used.
<br />From. Construction fBoth Frame Tvoes), The head and side
<br />jambs are a one piece formed steel frame of 18GA
<br />galvanized steel. The comers are mitered 45.
<br />The side Jambs have tabs welded to their upper portion,
<br />which are m a mechanical lock with the header.
<br />inserted into slots in the header and bent
<br />over 90' to for
<br />The units use an ADA approved threshold.
<br />E OF CONTEI
<br />DESCRIPTION
<br />J r
<br />® ® o
<br />T_
<br />®® ®® 84" z� C4
<br />79.25" Id6CIlYi ACTIVE MAX. F ..
<br />PANEL
<br />ANEL J J j HEIGHT W, _
<br />HEIGHT eti 4
<br />z<
<br />LLMa
<br />e. z
<br />82' ® 87.25" r
<br />e o
<br />OVERALL OVERALL ��
<br />FRAME a~ ale
<br />HEIGHT HEIGHT X��
<br />?Lug
<br />dQ
<br />W
<br />A Q 04 O
<br />o. a
<br />SURFACE BOLTS ON INACTIVE
<br />DOOR, MOUNT ON INSIDE.
<br />6'-0" x 6'-B" INSWING ELEVATION 3'-O" x 7'-0' INSWING ELEVATION W
<br />VIEWED FROM THE INTERIOR VIEWED FROM THE INTERIOR
<br />TABLE
<br />1: DESIGN PRESSURE RATING
<br />UNIT TYPE
<br />WHERE WATER INFILTRATION
<br />WHERE WATER INFILTRATION
<br />REQUIREMENT IS NEEDED
<br />REQUIREMENT IS ME NEEDED
<br />3'-0- X 7'-0- W/ ADA
<br />MAX. +80 PSF / -85 PSF
<br />SADDLE THRESHOLD
<br />_
<br />SEE NOTE 1 BELOW
<br />6'-0- X 6,-8- W/ ADA
<br />_
<br />+55 PSF / -55 PSF
<br />SADDLE THRESHOLD
<br />SEE NOTE 1 BELOW
<br />NOTE 1
<br />CAN BE USED WHERE OVERHEAD REQUIREMENTS MEET
<br />THE 2004 FBC, SECTION R 4410.2.3.2.1
<br />23 -FOR ITEM #39, 1/4" ELCC
<br />TAPCON: USE 2.0" MIN.
<br />1/4" ELCO TAPCON 39 : '. ' " EMBED. AND 2.5" MIN.
<br />3/8" RAWL TAPPER 40 °l "''' : EDGE DIST.
<br />-FOR ITEM #40, 3/8" RAWL
<br />37 TAPPER: USE 2.5" MIN.
<br />46 EMBED. AND 6" MIN. EDGE
<br />DISTANCE IN CONCRETE.
<br />411 4
<br />1. +
<br />7'-0'
<br />)
<br />84.00"
<br />SURFACE
<br />MAX'
<br />BOLTS ARE
<br />.. ... I
<br />PANEL
<br />FOR INACTIVE
<br />HEIGHT
<br />DOOR LEAF
<br />6'-B" _
<br />79.25"
<br />MAX.
<br />PANEL
<br />HEIGHT
<br />INTERIOR
<br />EXTERIOR
<br />87.25"
<br />OVERALL
<br />FRAME
<br />HEIGHT
<br />SURFACE
<br />BOLTS ARE
<br />6'-8" =
<br />FOR INACTIVE
<br />82.00'
<br />DOOR LEAF
<br />OVERALL
<br />1.75" MIN.
<br />FRAME
<br />PANEL THK.
<br />HEIGHT
<br />42
<br />41
<br />17
<br />11
<br />12
<br />2.50" MIN.
<br />1.25" MIN.
<br />EDGE DiST.
<br />EMBED.
<br />C1 VERTICAL CROSS SECTION W/CROSS SEC�ON W/
<br />2 ADA APPROVED THRESHOLD
<br />EXTERIOR
<br />FINISH BY
<br />OTHERS
<br />elan)
<br />Eric S. Nelsen
<br />Florida P.E No. 41323
<br />1535 N. Cogswell St, Suite C25
<br />Rockledge, FL 32955
<br />FSPE Certificate of AtMority No,
<br />25935
<br />Prepared By:
<br />��
<br />.`
<br />PTC, LLC
<br />Phone: 321-690-1788
<br />Fax: 321-690-1789
<br />aE 12-05-00
<br />SCAM N.T.S.
<br />awG. BY: TJH
<br />c11K. BY: RN
<br />DBAwtNa Na.:
<br />S-2078-01
<br />� 1 of 8
<br />ITEM
<br />DESCRIPTION
<br />MATERIAL
<br />1
<br />DOOR, STEEL FACE SHEET 24GA. .021 MIN.)..STEEL
<br />2
<br />HOLLOW METAL FRAME HEAD JAMB 8Y FLEMING
<br />STEEL
<br />3
<br />HOLLOW METAL FRAME HINGE JAMB BY FLEMING
<br />STEEL
<br />4
<br />HOLLOW METAL FRAME LATCH JAMB BY FLEMING
<br />STEEL
<br />5
<br />ADA APPROVED SADDLE THRESHOLD
<br />ALUM.
<br />6
<br />4' x 4 BUTT HINGE 12GA STEEL .097 MIN BY HALER
<br />STEEL
<br />7
<br />9 X 1" PFH WOOD SCREW HINGE TO DOOR
<br />STEEL
<br />8
<br />10-24 x 3 4" PFN MACHINE SCREW HINGE TO FRAME
<br />STEEL
<br />9
<br />SILICONE CAULK
<br />SILICONE
<br />10
<br />110 x 1 PAN HEAD SHEET METAL SCREW
<br />STEE-
<br />T1
<br />1/4- TAPCON SELECT FOR 1-1 4 MiN. EMBEDMENT
<br />STEEL
<br />12
<br />SURFACE BOLT STRIKE PLATE AT THRESHOLD
<br />STEEL
<br />13
<br />DOOR BOTTOM SWEEP
<br />VINYL
<br />14
<br />DOOR TOP RAIL
<br />STEEL
<br />15
<br />DOOR BOTTOM RAIL
<br />STEEL
<br />16
<br />DOOR SIDE STILE
<br />STEEL
<br />17
<br />SURFACE BOLT SPACER BY iVES
<br />PLASTIC
<br />18
<br />STRUCTURAL STEEL STUD 0.125" MIN. WEB THICKNESS
<br />STEEL
<br />19
<br />WOOD LOCK BLOCK 1.67 x 3.0 x 11.75
<br />WOOD
<br />20
<br />1.18" x 1.18" MDF BOARD FULL LENGTH OF DOOR STILES
<br />MDF
<br />21
<br />STEEL Z-ASTRAGAL
<br />STEEL
<br />22
<br />EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. CF DENS BY JELD-WEN
<br />FOAM
<br />23
<br />MASONRY CONCRETE
<br />CONCRETE
<br />24
<br />2X WOOD BUCK
<br />WOOD
<br />25
<br />KWIKSEr TITAN 700 SERIES KNOB
<br />-
<br />26
<br />KWIKSET TITAN 700 SERIES DEADBOLT
<br />-
<br />27
<br />W000 METAL STUD ANCHOR SEE SHEET 6
<br />STEEL
<br />28
<br />DRYWALL COMPRESSION ANCHOR SEE SHEET 7
<br />STEEL
<br />29
<br />BUTTERFLY ANCHOR SEE SHEET 5 & 6
<br />STEEL
<br />30
<br />Z-ANCHOR SEE SHEET 6)
<br />STEEL
<br />31
<br />T-ANCHOR SEE SHEET 5
<br />STEEL
<br />32
<br />FRAME HINGE REINFORCEMENT PLATE FLEMING & KEWANEE
<br />STEEL
<br />33
<br />10 PHILLIPS FLATHEAD WOOD SCREW SELECT FOR i 1 2 MIN. EMBED.)
<br />STEEL
<br />34
<br />COMPRESSION WEATHERSTRIP SCHLEGEL Q-LON QDST 675
<br />FOAM
<br />35
<br />YALE KNOB HERITAGE SERIES
<br />-
<br />36
<br />YALE DEADe0LT HERITAGE SE21ES
<br />-
<br />37
<br />12-24 x 3 4" F.H. MACHINE SCREW STRIKE PLATES TO FRAME
<br />STEEL
<br />38
<br />f0 PHILLIPS PANHEAD SCREW SELECT FOR 1 1 2- MIN. EMBED.)
<br />STEEL
<br />39
<br />1/4 FLAT HEAD PHILLIPS TAPCON BY ELCO
<br />STEEL
<br />40
<br />3 8 x 5 FLAT HEAD PHIWPS TAPPER BY RAWL
<br />STEEL
<br />41
<br />IVES SURFACE BOLT
<br />STEEL
<br />42
<br />5 i6 SEX BOLT wl 110-24 FHMS SURFACE BOLT ATTACHMENT
<br />STEEL
<br />43
<br />HOLLOW METAL FRAME HEAD JAMB BY KEWANEE
<br />STEE-
<br />44
<br />HOLLOW METAL FRAME HINGE JAMB BY KEWANEE
<br />STEEL
<br />45
<br />HOLLOW METAL FRAME LATCH JAMB BY KEWANEE
<br />ST E-
<br />46
<br />SURFACE BOLT STRIKE ANGLE AT HEAD JAMB
<br />STEEL
<br />WELDED
<br />27
<br />To FRAME
<br />24
<br />SEE NOTES
<br />EXTERIOR 1 22
<br />INACTIVE
<br />MIN.
<br />1 AND 2
<br />'A
<br />0.75"
<br />34
<br />PAANNELL THK.
<br />MIN_
<br />MIN.
<br />EDGE
<br />EMBED.
<br />EXTERIOR L
<br />DIST.
<br />FINISH BY
<br />OTHERS
<br />0\�\N�
<br />'\\�
<br />t•
<br />jj//j//j//j///.
<br />WHEN ATTACHING TO 38
<br />--------
<br />A METAL STUD USE
<br />i
<br />ITEM #10
<br />37 16
<br />20
<br />19
<br />1.75" MiN.
<br />SEE
<br />NOTE 3
<br />PRDDUCT RENEWED
<br />a; c:r.;PSyi:;g :vith ifs Fkxide
<br />P.u::Bing Cale
<br />Ac.cl::rnce No D -O SD 9.Os
<br />L•xpirati�a Date (.y.
<br />By-iD' Conn
<br />Miaav Dade Product ConeDl
<br />Division
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<br />a- CL
<br />Prepared By.
<br />Dwa. er TJH
<br />Eric S. Nielsen
<br />Florida RE No. 41323
<br />� I
<br />�'
<br />CW_ ae RW
<br />NO.:
<br />1535 N. Cogswell St, Suite C25
<br />t RAw Nc
<br />Rockledge, FL 32955
<br />PTC. LLC
<br />5-2078-02
<br />FBPE Certificate of Authority No.
<br />25935
<br />Phone: 321-691 7788
<br />Fax 321-690-1789
<br />sHEEr 2 of
<br />NOTES: PANEL THK. INTERIOR
<br />1. STRUCTURAL STEEL OR WOOD MEMBERS MUST
<br />INTERIOR
<br />CARRY 142 #/ft LOAD AND THE STRUCTUAL 37 16
<br />MEMBERS MUST BE VERIFIED BY THE APPROPRIATE
<br />OFFICIAL. C"\ HORIZONTAL CROSS SECTION 17 42 41
<br />2_ STUD ANCHOR, ITEM #27, INSTALLS BEFORE 3 LATCH JAMB TO WOOD OR METAL STUD G OSS SECTION -
<br />DRYWALL. W/A WOOD/METAL STUD ANCHOR
<br />3 THE SURFACE BOLTS ARE ON INTERIOR OF
<br />3. SPACING FROM TOP DOWN IS AS FOLLOWS: OW • INACTIVE DOOR ONLY, AT TOP & BOTTOM.
<br />1 1/8", 6 1/8', 17 7/8", 28 3/8", 38 3/4",
<br />48 5/8", 65 3/8" & 77 3/8"
<br />29 d
<br />1/4" ELCO TAPCON 39 44 3 -FOR 1/4' ELCO TAPCON
<br />3/8" RAWL TAPPER 40 .a' USE 2.50" MiN. EDGE DIST.
<br />3/8" RAWL TAPPER USE 6"
<br />10 23 MIN. EDGE DISTANCE IN
<br />CONCRETE.
<br />22 1 7 34 °.. °.
<br />1.75' MIN.
<br />PANEL THK.
<br />a 1
<br />` -FOR 1/4" ELCO TAPCON
<br />• USE 2.50" MIN. EDGE DiST.
<br />•,' 3/8" RAWL TAPPER USE 6"
<br />4:. MIN. EDGE DISTANCE iN
<br />CONCRETE.
<br />INTERIOR
<br />20 16 6 32 8
<br />n HORIZONTAL CROSS SECTION FOR 1/4" ELCO TAPCON:
<br />3 HINGE JAMB TO CONCRETE / 2.00' MIN. EMBEDMENT.
<br />MASONRY WITH BUTTERFLY 3/8" RAWL TAPPER:
<br />ANCHOR 2.50" MiN. EMBEDMENT.
<br />B,:al:t ic. Cc D�-OS
<br />ExP"{cn'is- O / ly
<br />pia^.:i Dad= Prndun G+d11�
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<br />Prepared By.
<br />DWG. Or. TJH
<br />Eric Nielsen
<br />P.E. Florida No. 41323
<br />A -�.`
<br />CteLowAweac BY RW
<br />1535 N. Cogswell St, Suite C25
<br />No.:
<br />Rockledge, FL 32955
<br />PTC, LLC
<br />S-2078-03
<br />FBPE Certificate of Authority No.
<br />Phone: 321-690-1788
<br />8
<br />25935
<br />For J21-690-1789
<br />SHEET _L OF
<br />EXTERIOR FINISH
<br />BY OTHERS 4 45 25 35
<br />30 70 FRAME WELDED
<br />SEE NOTESIB
<br />BELOW NO SHIM SPACE ON NEW
<br />34 FX RIOR 1 22 MASONRY CONSTRUCTION
<br />#10 S.M.S. 10 I THE FRAME MUST BE
<br />GROUT FILLED OR THE
<br />IN ANCHOR, ITEM DR T-ANCHOR MUST BE
<br />INSTALLS BEFORE DRYWALL. I WELDED TO THE H.M.F.
<br />EXTERIOR FINISH
<br />BY OTHERS EXIEHLOB
<br />37 16 20 1.75" MIN.
<br />INiER10R 19 PANEL THK. 22 11\
<br />7 34
<br />STRUCTURAL STEEL OR WOOD MEMBERS MUST 1.75" MIN.
<br />CARRY 142 #/ft LOAD AND THE STRUCTUAL HORIZONTAL r.IvnS.5 SFennnt PANEL THK.
<br />MEMBERS MUST BE VERIFIED BY THE APPROPRIATE 4 LATCH JAMB TO METAL STUD
<br />OFFICIAL• WITH Z-ANCHOR
<br />44 3 28 33
<br />0.50" FINISH
<br />r BY OTHERS INgHIO
<br />EXTERIO
<br />22 1 7 34 0.75"
<br />1.75" MIN. MIN.
<br />PANEL THK. EDGE
<br />DIST.
<br />MIN.
<br />'•;•: EMBED.
<br />.., (TYP.)
<br />24 STRUCTURAL STEEL OR WOOD MEMBERS MUST
<br />INTERIOR CARRY 142 #/ft LOAD AND THE STRUCTUAL
<br />PRODUCTrrNEWED
<br />8S L'Or.�lft\'ti "ith ap FIn,M.
<br />13L'1ldi
<br />•C do
<br />Acceple.a, rin 0 o sop. a.T
<br />F.:pimtton Uate� / f�
<br />By�
<br />Miami Uade Prooud Dontrol
<br />10.8" MIN
<br />Didsia
<br />EMBEDMENT
<br />MIN 2250 PSI
<br />CONCRETE
<br />o
<br />Z
<br />ef.
<br />WRLCja
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<br />OXd 0
<br />0
<br />O HORIZONTAL CROSS SECTION
<br />HINGE JAMB TO CONCRETE/
<br />MASONRY WITH T-ANCHORS
<br />33 MEMBERS MUST BE VERIFIED 8Y THE APPROPRIATE
<br />'
<br />rl ��%%1
<br />o"� 12-05-OI
<br />OFFICIAL.
<br />N.T.S.
<br />20 16 6
<br />32 8
<br />of J��6C7
<br />�Kb�serl
<br />Prepared W.
<br />Dwc. BY: TJH
<br />- E - HORIZONT 1 RO TION
<br />4 HINGE JAMB TO WOOD STUD
<br />Eric S
<br />Florida RE No. 41323
<br />15J5 N. Cogswell St, Suite C25
<br />�
<br />�"�
<br />CHK BY: RW
<br />DRAWr to .:
<br />WiTH COMPRESSION ANCHOR
<br />Rockledge, FL 32955
<br />FBPE Certificate of Authority No.
<br />25935
<br />PTC, LLC
<br />Phone: 321-690-1788
<br />Fox: 321-690-1789
<br />S-2078-04
<br />sNEEr _L OFF
<br />40.25" MAX.
<br />6"
<br />87.25"
<br />MAX.
<br />FRAME
<br />HEIGHT
<br />1
<br />3-1
<br />31.75"
<br />(TYP.)
<br />6.00" -1 t- 6,00"
<br />DESIGN PRESSURE )
<br />ANCHORING LOCATIONS
<br />EXT. +BO sf 3'-0" x 7'-0" INSWING
<br />INT. -85 sf VIEWED FROM INTERIOR
<br />Fy MIN. - 43,000 psi MIN.
<br />t MIN. - 18go. (0.046")
<br />�6.50" _,2011.11"
<br />1.875" �\ 00.75' OO O
<br />O 31
<br />29 1.75" -y O
<br />BUTTERFLY WALL ANCHOR MASONRY T-ANCHOR
<br />(4) REWO PER JAMB (5) REO'D PER JAMB
<br />USED W/ITEM 139 ABOVE 18" MAX. O.C. SPACING
<br />t MIN. = 0.045' FOR APPLICATIONS NOT UTILIZING
<br />' EXISTING MASONRY ANCHORS.
<br />76.0" MAX. r•._^:::,�n� eintuicFiorido
<br />Esp:atian SJatc
<br />SEE M
<br />DETAIL 938" Miami Dada Product Control1i Division
<br />6.00" TYP. I I
<br />m C
<br />2
<br />MAX.
<br />Z
<br />M
<br />(TYP.) 39 31.00"
<br />TYP.
<br />(TYP.) 3 •-
<br />_ O, g
<br />MAX.
<br />FRAME l _
<br />HEIGHT za
<br />5.50" Zz
<br />C
<br />SEE
<br />DETAIL 10 ��M =o
<br />U OZ
<br />11 TYP. 37.63"
<br />�cW� JZ
<br />o :j
<br />7.0" FROM 23" 23" �z o
<br />CORNER TYP. XWa
<br />8.50" 8.50" �
<br />1 K O �.
<br />SEE IDESIGN PRESSURE a a
<br />ANCHORING LOCATIONS "ALL 12 EXT. +55 sf 2 % 5 5C X 5 �
<br />6'-0" x 6'-8" INSWING INT. 1 -55 sf
<br />VIEWED FROM INTERIOR c
<br />37 46
<br />3
<br />ii $2
<br />i.P.r.cc"oq
<br />OEf81L t0 DETAIL 1 1 DETAIL 12 q o: n k
<br />STRIKE &DDEEADBBOLT PLATE HINGE TO JAMB & DOOR SURFACE BOLT STRIKE SURFACE BOLT STRIKE a - -
<br />TO FRAME OR ASTRAGAL ANGLE TO HEADER PLATE TO CONCRETE SLAB q a h h �,
<br />CDW WOU mQ
<br />DATE 12-05 000
<br />srALE.N.T.S.
<br />g%l6[ Prepared By. Dwo. BY: TJH
<br />Eric S. Nielsen ticsW. -.`
<br />� . RW
<br />Florida No. 41323
<br />1535 N. Cogswell St., Suite C25 DwaWNo No.: I
<br />Rockledge, FL 32955 PTC, LLC S-2078-05
<br />FBPE Certificate of Authority No. Ph tne: 321-690-1788 sNEEr 5 OF 8
<br />25935 F ,: 321-690-1789 _ _
<br />PFi.?f=i1CT P'ENE WED
<br />40.25" MAX. 76.0" MAX. ns comytyU+p ptar d+e rykldm bmldin$ Cade
<br />Acceprancaosop.as
<br />- >"vPirarion Date �
<br />uct
<br />7--
<br />SEE
<br />DETAIL 8v-Pn`d"Dision
<br />Control
<br />6.00" TYP. 9.75" 6.00" TYP. I I 1 9.38' ? Ch
<br />87.25" vmo•-
<br />z
<br />37.50"
<br />40
<br />7 35.00" 39 ca
<br />MAX. MAX. TYR 31.75" MAX' TYP. 31.00"
<br />FRAME (TYP.) (TYP.) 40 TYP. `y w
<br />HEIGHT (TYP-) 8TYP
<br />MAX. g
<br />AX. W _
<br />M""aon cr Il
<br />FRAME L
<br />U
<br />5.50" HEIGHT 5.5"Z
<br />SEE R;cx
<br />DETAIL SEE
<br />SEE 10 - DETAIL f0 mj W vicr
<br />O
<br />DETAIL 9 = II 1 t TYP. 37.63"
<br />34.75" o c ��
<br />_ o
<br />a f Z
<br />11 TYR i I 1 1 -X S =y
<br />I o4� caL'ali
<br />7.0" FROM 1 = N
<br />6.00" -t 6.00" CORNER TYP. 23" 6.50" 8.50" 23" XW o
<br />o
<br />R n
<br />DESIGN PRESSURE ANCHORING LOCATIONS SEE DESIGN PRESSURE
<br />EX . +55 sf 3'-0" x 7'-0" INSWING ANCHORING LOCATIONS Dfi7AIL 12 EXT +55 sf 15 � 5 8.
<br />INT 55 sf � VIEWED FROM INTERIOR 6'-0" x 6'-B" INSWING INT. -55 sf
<br />VIEWED FROM INTERIOR wg
<br />3 46 a�
<br />✓ ALTERNATE ANCHOR TYPES NOT UTILIZING ITEM #40 " g tq 1.875" \ 6.50" Fy - 43.000 psi MIN. Fy = 43,000 psi MIN. 37 i
<br />zst - 0.053' MIN. t = 0.053' MIN.o_\_ � 7�i1Egatj xIi�i�u1.75" 30" jR�o
<br />2e 5.125"� � •
<br />1.25' Elam
<br />BUTTERFLY WALL ANCHOR DERNL 9 DETAIL 10 DETAIL I DETAIL 12 N
<br />(3) REO'D PER JAMB 0.75 �1.0" STRIKE & DDEADBOLT PLATE HINGE TO JAMB & DOOR SURFACE BOLT STRIKE SURFACE BOLT STRIKE o 0 0 0 0 0
<br />35" D.C. SPACING AS ITEM #40 ABOVE 1,75" 30 TO FRAME OR ASTRAGAL ANGLE TO HEADER PLATE TO CONCRETE SLAB q $ o h n k
<br />t=0.045" 1.0" i P PNi i
<br />w vvn nn�
<br />W000/METAL STUD ANCHOR Z-ANCHOR o W W o o m a
<br />(3) REWD PER JAMB (3) REO'D PER JAMB DATE: 12-05-00
<br />35" D.C. SPACING AS ITEM 140 ABOVE 35" O.C. SPACING AS ITEM 140 ABOVE sw-e N.T.S.
<br />ATTACH TO WOOD cn D IN ATTACH TD WODO STUN USING: Prepared By: DWG, eY: TJHr�
<br />ITEM ;�38 (2) PER STRAP ITEM /38 (2) PER ANCHOR (C6
<br />(4) TOTAL PER ANCHOR Eric S. Nielsen fD-
<br />RWFlorida P.Esw No. 4 uite G Na.:1535 N. Cogswel SL, Suite C25ATTACH TO MET I sn D I f ITEM 110 (2) PER ANCHOR Rockledge, Fl 32955 PTC, LLC o' 78-06
<br />ITEM 10 (2) PER STRAP FSPE Certificate of Authority No. Phone: 321-690-1788
<br />(4) TOTAL PER ANCHOR
<br />25935 Fox: 321-690-1789 SHEET 6 OF
<br />I I I L i. illl!L fiilLF 1 11 N•d9 ttl:lt,,rJt:,1 dJtP.!,d_ILJ 1i:i1;Bl! -- f
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