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WS-08-352Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/17/2008 Inspector: Rodriguez, Jorge Owner: CINEUS, ANATASE Job Address: 196 95 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: QUALITY HOME REPAIRS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1131010330660 Lot: Phone: (786)797 -2797 Building Department Comments Change front entry door Passed Inspector Comments CC 3— r7— OF 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 14, 2008 Page 1 of 2 aMb$ zsAki I� I BUILDING )1419-' ERMIT APPLICATION CB 2 9 ED ?BC 2004 Permit Type (circle): $tuldin Roofmg Owner's Name (Fee Simple Titleholder) /1) aIaSe- Owner's Address S Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33,138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. A S Master Permit No. riecti Phone # 6-2 I g�1 City— ( �� �L® Zip S' '1 50 `Tenant/Lessee Name Phone # tTob Address (where the work iS being done) /' 6 A/, !A`, 1-54=A jirt City Miami Shores illage County Miami -Dade FOLIO / PARCEL # t t' 3 C O k :A3- OWvWC�O Is Building Historically Designated YES NO Contractor's Company Name WA-Li (4Q Pic f, S Phone # Contractor's Address `t Q Nt % 77( - r City N. f(1 NH ( C' 14 State Zip 3 3 1 Qualifier Name SE, Ni beck / Phone # � ° 7 7 7 a:717 ip 3:s 7 777‘2.7g7 State Certificate or Registratiod No. CiNC._ 1 , 4 (41 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phond # Value of Work For this Permit $ C S O° e Type of Work: DAddition', Describe Work: /4110.) Square / Linear Footage Of Work: LO Si F ['Alteration ONew I NT't'- pair/Replace 42- *************,*************************Fe ******************************************* Submittal Fee $ Notary $ 0- Scanning $ <Q. Bond $ Permit Fee $ Training/Education Fee $ Radon $ ode Enforcement $ Structural Review. $ 0,21) CCF $ CO /CC Technol ?gy Fee $ 2,75 DPBR $ Zoning $ MAR 0 5 2008 c,K (OR Double Fee $ Total Fee Now Due $ 114.55 See Reverse side —4 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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. Owner or Agent The foregoing instrument was acknowledged before me this a-1 day of , , 2001(, by A-1014171/15€ e(N9et{S who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign Print: My Commission Expires: Signature Contrac The foregoing instrument was acknowledged before me this ,2.7 day of ARY , 20 0b, by A). I' /4X, who is personally known to me or who has produced as identification and who did take an oath. NOTARY P BLIC: "° CHANA KAGAN MY COMMISSION # DD697533. Sign -_ 1 EXPIRES July 22, 2011 153 FlondallotaryServlce.com • Print: • My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) meus . . • • • • • C sl n sfa• •tgo 1 C. • •••• •• •• • • • • • • • • • •• •• •• i (a) 1,,,) ()as -f3S-,3cg_ -147- coeFFicrour roe PERMIT #: \S 08-352. Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT J 'SUBJECT TO COMPLIANC - fH ALL FEDERAL STATE AND COUNTY RULES AND REGULA NS oS - 4e2 #' -S 7-% N,©. ©go)l5.0 i SC 1MPvl -CT D ©o4, rh 0 ti `I s7 / Miami Shores Buildin. Department _t Product Approval Schedule / Comparison Chart Address: ' f : ''� ' S°' Permit No. 0 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 1 II ii11111WMNI___ or Door or Manion =MI Number Design Pressure 'ressure Size `es / o Yes o es o ( +) PSF ( -) PSF ( +) PSF ( -) PSF • • •••• • • • • •• ... • • • • • . . • •• •• •- • ••••• •• • • • •• • • • .• • ••• .• ••• ..• •• • •.• • •.. • MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld - Wen 3250 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: • • •.• • • • • • • • • • • • • • • • • • • • ..• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • igAMI!D• • • • COUNTY FLORIDA • • • • • • •METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 .. • . • • • • • • M1AMI•FLORIDA 33130 -1563 • • ... • • (345);i75 -29Q1 FAX (305) 375 -2908 . • • .v. s ii.bujl ngcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "6 -8" Outswing" Glazed Steel Door — L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509- 03 -01, titled "Impact Glazed Steel Door Outswing 6' -8" Lip Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09/06/05 with revision `B" 04108/06, signed and sealed by James J. Dobrowski, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 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 consists of this page 1 and evidences page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 5 oe NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 Page 1 Jeld -Wen, Inc. • • •.. • •. •. . • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • .•. • • • • .•. • • •••• ••.. . •••. • • ..... • • •• ••.• NOTICE OF ACCEPTANCE: EI1)ENCE SUBMITTED A. DRAWINGS •..• 1. Manufacturer's parts and sections drawings, ••• . • . • • • • 2. Drawing No "JW0509- 03 -01 ", titled "Impact Gliz861•St'ed Door Outswing 6' -8" Lip Lite ", sheets 1 through 6 of 6, prepared by Jeld -Wen , Inc., dated 09/06/05 with revision `B" on 04/08/06, signed and sealed by James J. Dobrowski , 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 Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210- 3195-1 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated 11/04/05, singed and sealed James J. Dobrowski , P. E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, expiring on 03/04/09. 2. Test report No.J99006660 -001, dated 04/08/99, for "Surface Burning Characteristics of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No.J99006660 -001, dated 04 /08/99, for "Test Method for Ignition Properties of Plastics, Procedure B, Short Method" per ASTM D1929 -91 for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 4. Test report No.ATI - 61782.01- 106 -31, dated 01/14/06, for "Standard Test Methods for Tension Testing of Metallic Materials" per ASTM E8 -01 for Steel Door Skin, issued by Architectural Testing, Inc. 5. Notice of Acceptance No. 03- 0428.02 issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly- Impact" dated 07/28/05, expiring on 07/28/10. • •. ••• •. E -1 Jaime D. Gascon, P.E. Chief, Product Control Office NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 Jeld -Wen, Inc. • • .•. •• •• • • • • • • • • • • • • • • • • ••. • • • • • ••. • .• • • • • • • • • • •.. • • • .... •.•. • • • • . • . . . • • • • 0 .. . . . . NOTICE OF ACCEPTANCE: •EENCE DI . F. STATEMENTS • • • • • •. •.. •• • •••••• • 1. Statement Letter of conformance and lettetof .`RSfo'£iaaeialinterest" issued Jeld -Wen, dated 11/02/05, signed and sealed by Steve�Saffe1LL • • • • ••• • • 2. Statement Letter of conformance and letter of "No financial interest" issued by David Evans and Associates, Inc., dated 11/04/05, signed and sealed by James Dobrowski, P.E. G. OTRER 1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (FBC). Jaime D. Gascon, P.E. Chief, Product Control Office NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 E -2 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MIS=T THE FLORIDA BUILDING CODE INCLUDING IMO a WOOD BUCKSRYMER.% MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE a PRODUCT ANCHORS SHAG. SEAS GLUED AAVSPACED AS SHOWN OS DETAILS. ANCHOR EWBEDMENT7OBASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO 4. DESIGNED PRESSURE RATING SEE TABLET, PAGE T. S. THIS PRODUCT MEETS THE WATER REOUIRIGIEMSFOR HIGH VELOCRY HURRICANE ZONE (Mt7) S. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame (=dl/ons) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021'min) thltahess. Galvanized steel A-525 wmmeidal quafly AKDQ per ASTM 620 with average minimum yield length Fy(ave).30627p Core Design Expanded polystyrene wlih 1.0 to 1.250rsdensily byJefd -Wen Ire Panel Construction: 77m =live and Inactive panels are constructed horn 24 GA (0.021' mkt) galvanized steeL The lace sheets et top and bottom are bent 90' over the top and bottom raft. The top rail measures 1.0•h7ghx 1.93r wide. The steel bottom rail miasmas 1.21' high x 1.686' wide. The sldesoftmlam sheets are MO formed Into the /etch end hinge tees which measure 1.W' Itch x 1.66r wide The Interior cavity is Wed with expanded polystyrene. The face shy tie glued to the e x p a n d e d polystyrene. The p a n e l s are cat out for the two-piece ODL Aluminum Be frame. Urhiffi are glazed with tempered and laminated Impact 1'1G. On double door eppfwtons the Inactive door Is fitted with an extruded aluminum m astragal of 6063-T6 alloy, mamriac used by Eidse. Frame Constnrcfom The hanhos are constructed of tnger)ofnled pine jambs measuring 4- 9/16'x 1 -1/4'. The head jambs are mortised and but joked to the side iambs, and attached with three (3) 16GA7/16' crow nx2'long staples on each side. The gheshhhaid Is attached to the shieisrnbs with twee (3) 1612A 7/16' crown x2 Tong staples on each side. The units use an Inswing adjustable threshold Glazing: ODL Insulated Iite Is 1' overall thickness, consisting of rare (1) pane 010.125' tempered glass: 0.5'ab apace; two (2) panes of 0.125• annealed with .090' PVB Idedayerby Sofuta Ail Etas are sandwiched glazed Into the panels. . TABLE OF CONTENTS SHEET9 DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATION 5 MISCELLANEOUS DETAILS 8 UNIT COMPONENTS SINGLE OUTSWING UNIT rare. mum W /ASTRAGAL 1/\1 1/6' 21 1/8" MAX DLO. DLO. INACTIVE ACTIVE ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE TABLE I DESIGN PRESSURE RATING j// AP INFIL PROVED F I NI SE WHERE POSRNE +60.0 PSF NEGATIVE -60.0 PSF \— • REF ASTRAGA SOL: ITEM Ca • • DOUBLE =SWIG UNIT • • • • • •.•s •••• •• • • • • •••• • • • • •. .. • • • • ..• • en 0 • • • • • • • • •••• • •••• •• • • • •• • • • • • • •• • • N •94UM• • hnhfZ • •▪ • • • • • • • • ••• • mad f> Fis D ee •b' Mind Bade Mgt: 9 -06 -05 SCALE: NTS one. BY JPR e r. OWt�D NO„ JW0509 -03 -01 sNEET 1 or 6 • SEQ NOTE 1 & 2 NC ,z •0 0 EXTERIOR SEE NOTE 1 & 2 NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 a z 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16° ELCO TAPCON (NOA #02- 0503.07) O0 VERTICAL CROSS - SECTION (ENDURA # FOB4566 SILL) • • •• •• ••••0 • ••••a •• • • • • • •• • •• • • • • • • • •• • • • •••• • • •iz� • • • • • • • •••• • • •••• •• • 1 •• • • • • • • •• • •�Q II i sat •• • Z • • • .•• • 0 z Among" [+tom! Z i' N""A•.'=SlFf -.. DATE: 9-06-05 00,L 00,Le NTS OWO• B. JPR CHIC BY CO MO NO JW0509 -03 -02 sea _3_ OF 6 Item DESCRIPTION Material 1 SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 2 HEAD JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 3 4" x 4" BUTT HINGE 12GA. (.089" MIN) STEEL 4 19 x 5/8" PHILLIPS FLATHEAD WOOD SCREW STEEL 5 18 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 6 #10 •X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 7 18 x 3" PHILLIPS FLATHEAD WOOD SCREW • STEEL 8 18X1" PHILLIPS PAN HEAD WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP (Q-LON QDS -650) 11 OUTSWING BUMP THRESHOLD ENDURA) ALUMINUM 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Go. 7/16" CROWN x 2° LONG STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 16 KWIKSET TITAN SERIES DEADBOLT SERIES 780 17 ENDUR4 ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL STEEL 19 2x WOOD BUCK WOOD 20 SHIMS FOR 1/4" MAX THICKNESS WOOD 21 DOW 995 SILICONE SEALANT SIUCONE 22 1 " IMPACT IG ASSEMBLY NOA 103- 0428 -02 GLASS 23 1/8" TEMPERED GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 _OCK BLOCK (WOOD X 12" LC) WOOD 26 TOP RAIL (FINGERJOINTED PINE) PINE 27 BOTTOM RAIL (25GA MIN GALVANIZED STEEL) STEEL 28 UNWED POLYSTYRENE (1.0 TO 1.251bs DENSITY BY JELD -WEN) FDA! • • , 29 STEEL DOOR PANEL SKIN MATERIAL (24GA GALVANIZED) A -525 COMMERCIAL DUALITY 0.021° MIN. THICK.) STEEL • • ' GALVANIZE.. • . 1 30 ODL LITE FRAME (ALUM 6063 T5) ALUMINUM • 31 HINGE SIDE STILE FINGER JOINTED LVL) PINE • " •• ' 32 LATCH SIDE STILE FINGER JOINTED LVL) LVL • • • • 33 18 x 2" PHILLIPS FLATHEAD W000 SCREW STEEL • • • • NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 a z 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16° ELCO TAPCON (NOA #02- 0503.07) O0 VERTICAL CROSS - SECTION (ENDURA # FOB4566 SILL) • • •• •• ••••0 • ••••a •• • • • • • •• • •• • • • • • • • •• • • • •••• • • •iz� • • • • • • • •••• • • •••• •• • 1 •• • • • • • • •• • •�Q II i sat •• • Z • • • .•• • 0 z Among" [+tom! Z i' N""A•.'=SlFf -.. DATE: 9-06-05 00,L 00,Le NTS OWO• B. JPR CHIC BY CO MO NO JW0509 -03 -02 sea _3_ OF 6 3/4' MIN. EMB. SEE NOTE #3 & 4 1/4' MAX. SHIM 1/4' MAX SHIM 1 /B'MIN CTRSINK® Rai NM I W brhatt1101-- - _ r m 4 O 0 0 ® ® ®O O NI G SEE NOTE #3 &. 4 11:1?litilli ©0 m V-/P--910 WKERNOR MEM SEE NOTE 11 2 HORIZONTAL CROSS SECTION 3 AT LATCH JAMB TO BUCK, TYP. SEE NOTE 12 11 HORIZONTAL CROSS SECTION 3 AT ENDURA" ASTRAGAL (h O HORIZONTAL CROSS SECTION O 3 AT HINGE JAMB TO BUCK, TYP. ••••p • • • ••••• • • • •• • •• • • • • • • •• — • • • NOTES: •••••• • • • 1. ASTAGAL FASTENER SPACING DETAIL F, PAGE j 5. (TOTAL OF 14 SCREWS). • • • • • • 2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSIAB.• NWT PLATE,. • • BOTH PLATES REQURE 0 X 3° PHILLIPS FLATE HEAD WOOD SCREWS. • • • • • • 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 • • • • • • • • 4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16° ELCO W.P( ON•(NOA 102- 0503.07) • • • • • • • • •• • • • • CROSS SECTIONS z Z •• • • •• A. • z• 0 • • • • • • ••• •• • • •• • • • • • • • •• 0 • • • • (g.1 • • •••o• • mz Z MIR i.PT- L• two t• DATE 9 -06 -05 SCALE NTS owc. BY: JPR MX. BY DRAWING NO. J110509 -03 -03 sacr 3 By 6 SEE NOTE 1 U J N N Q h W Lai LI H CC4 SEE DETAIL A SHEET 5 —16b IMO N v CO 0103 CO SEE NOTE 1 TYPICAL JOINING OF SIDE JAMB TO HEAD JAMB OR SILL SINGLE DOOR ANCH ❑RING L❑CATI ❑NS NOTES: 6� SEE DETAIL B SHEET 5 �2 12.4 12.4 6 SEE NOTE 1 SEE DETAIL D SHEET 5 m N _J--12.4 - - 12.4 — 1 12.4 74 \-SEE DETAIL E SHEET 5 • • SEE NO1t.7• • : • (9-427W/-/e- OTC 'b U • •••• •• • • • • • • • • •••• •• • D❑UBLE.BEER• • •••• • ANCH❑RIAW4.I.4CATI❑NS •♦ • • • • • •• •• •••• • • • • • • •••• • • •••• 7. HEAD JAMBS & SILLS ARE JOINED TO THE SIDE JAMBS USING (3) 16 Ga. 7/16" CROWN x 2" LONG STAPLES. • • • . • • •• • •• • • • •• • J O ANCHORING LOCATIONS • ▪ H H •>>z • ;if• • 0•• • • �•• o W • •o r m • • OAE 9 -06 -05 scum NTS OM. BY: JPR HI( •v: ORAWAIO JV0509 -03 -04 sir 4 or 6 DETAIL A HINGE MOUNTING DETAIL DETAIL C STRIKE PLATES TO JAMB DETAIL D STRIKE PLATES TO TYPICAL ASTRAGAL `lf ASTRAGAL DETAIL Fastener Spacing Endure Astragal, 18 x t° PPH WS DRILL 3/8° ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x I -3/8" DEEP DETAIL B DRILL 3/8° ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8° DEEP DETAIL E TYPICAL ASTRAGAL STRIKE PLATE 7/2 x 1/t iI jltf S)ACER • 94411,y..0 00140u,dit- '- ,b-" •••• • •••• •• • • • • •• • iiiBP U EMPERED *MSS • • • • • T /2" AIR SPACE • • • •• • • • • •• •••• 0.090' PVB LAYER BY • UTIA •••• OR ASSEMBLY: MISCELLANEOUS DETAIL •••• • EXTERIOR • 3/4° CUSS BITE • vie° ANNEALED• • • • • • • s• • •• • • • • GLAZING DETAIL INSULATED CLASS UNIT • • •• •• • • • • • LO •• to • • • •• • •• • • Appew/M star Amide Pas FK Wool 13**) By DATE 9 -06 -05 SOU: NTS WIG. er: JPR COL BY: om000No JW0509 -03 -05 swEEr 5 or 6 • • • • • } N 1 4" J u O O O 0 ►I� .089" (Min) BUTT HINGE 4 x 4 x 12 GA STEEL I --- 4.563" -I OUTSWING THRESHOLD (ENDURA) PARTTF0B4566AA, 6063 —T6 ALUMINUM ENDURA ULTIMATE HURRICANE ASTRAGAL 6063 —T6 ALUMINUM STILES AND RAILS LATCH STILE & HINGE STILE (LVL) TOP RAIL (FINGERJOINTED PINE) rhe y -ig -0b 1.688" 1.646" .021 .324" - - -•- .125" BOTTOM RAIL STEEL, 25GA MIN GALVANIZED O O 4.563" —1 11I ✓ n 1 N --"i 2.188" WOOD JAMB FINGERJOINTED PINE �-f 3.125' LOCK BLOCK (12° LG) WOOD 1 3/4 "r- QDL LITE FRAME ALUMINUM 6063 T5 •••• 00 00 IO ASTRAGAL BOLT HEAD STRIKE i - 1 19/32" N COMPRESSION WEATHERSTRIP r 2.5"�� co 0 00 ASTRAGAL SILL STRIKE PLATE • • • •••• • • • •• • •• • • • • •• • • •••• •• • • • • • •••• • •• 18" ASTRAGAL BOLT MATERIAL: C/R STEEL ROD ZINC & YELLOW CHROMATE • •• • • • • •• •• •••• • • • • • • •••• • • • •••• • • • •• • •• • • • •• • 0 • m W UNIT COMPONENTS • • • • O TE: 9 -06 -05 swE NTS orc.8Y: JPR CHIC BY ORAWIN xO JV0509-03-06 SNar 6 or 6 • • • • •