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BP-05-1201a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207810 Permit Number: BP2005 -1201 Scheduled Inspection Date: April 22, 2014 Inspector: Rodriguez, Jorge Owner: IMPORT, IMPORT Job Address: 258 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060133390 Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954- 979 -2137 tiunaing Department comments REPLACE EXISTING DOOR INSPECTOR COMMENTS False Inspector Comments Passed I CREATED AS REINSPECTION FOR INSP- 207522. Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 21, 2014 For Inspections please call: (305)762 -4949 Page 8 of 33 Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method n JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 205-1171. garyr @jeld - wen.com Gary Rollinson fbc @jeld- wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882 -3451 Ext2900 stevesa@ jeld- wemcorn Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Method 1 Option A Year 1994 1994 1994 hops:// www. floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgvKmQdIOUtQt... 4/17/2014 Florida Building Code Online Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 Summary of Products Page 2 of 2 FL # Model, Number or Name IDescription 15558.1 Energy Saver /Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sldelites Llmits.of Use Certification Agency Certificate ,Approved for use In HVHZ: Yes FL15558 RO C CAC NI011082.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation Instructions S -2104 for FL15558 RO II S -2104 SS.Ddf sizes, configurations, design pressure ratings, and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation details. Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.Ddf Created by Tnde en dent Third Pa : Yes Back -Next Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2013 State of Florida.:: Privacy Statement :: - Accessibility Statement :: Refund Statement 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455:275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: - - - ® V__Rq N f https: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx ?param- wGEVXQwtDgvKmQdIOUtQt... 4/17/2014 , 127 W. Fairbanks BUILDING DROPS Suite 438 Winter Park, FL 32789 A Perfect Solution In Every Drop 407.644.6957 PH. Certificate of Authorization: 29578 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report Of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval L# FL Florida Building Code 2010 Per Rule 9N -3 Method: 1- A (Certification) Category: Exterior Doors Sub - Category: Swinging Exterior Door Assemblies Product: Energy SaverlContour Wood Edge Opaque Steel Outswing Door wf or w/o Sidelites Material: Steel/Wood Product Dimensions: 107" X 81.25" (Maximum) Prepared For: JELD -WEN, ine. `'�tt%11 i i 11111 3737 Lakeport Blvd. ��� ES F. i Klamath Falls, OR. 97601 :�`��2'� ••''' • , Prepared by: = * ; 7 * =. Hermes F. Norero P.E. -o Florida. Professional Engineer #73778 % 'A P` 41! Date: 05/01/2012 O� Contents: Installation De ails Peres 5 - 4 �isS��NA1. �%%%��` 1111111 Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778. Date: 2012.05.01 17 :42:30 04'00' BUILDING DROPS FL #: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No.: 2035 Manufacturer: JELD -WEN, Inc. Product Category:. Product Sub- Category: Compliance Method: Product Name: Exterior. Doors Swinging Exterior Door Assemblies State Product Approval Rule 9N- 3.005 (1)(a) Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum). Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL #73778) for JELD -WEN, Inc. based on Rule Chapter No. 9N- 3:005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limits of Use: This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact. resistant covering on outswing doors. 4. Non- Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code: 5. Site conditions that deviate from the details of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect.. 6. See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS FL #: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201.94 • TAS 202 -94 • TAS 203 -94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3of5 BUILDING DROPS FL #: A Perfect Solution In Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16 diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into Concrete or masonry. Refer to Installation Instructions (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 1 57 PSF Negative 70 PSF -units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 ° BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No, 2035 Installation Method JELD -WEN, inc. Energy Saver /Contour Wood. Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50° TYP. 16.41" TYP. 00" TYP: 3.00" TY . r:,,00, �:TT P: 13.41" TYP. 6.0 ° 12.50" 6.00° TYP. 3.00° P: 600" TYP. TYR TYP. � . 3.00" rYP . 00 TYP. 6 TYR Irl TT IFI-1 i I III I II I I I I T111 II 111 6 TYP. I f I 1 I 1 SP) 1 4.50° TYP. 3.00° 3.01 6 TYP. 1 5 SPACES ® 13.85' 3.00° T SP, 0 1 9.00" TYP. 6.58" 6.00" TYP. 00" TYP. 1 1_ 1 1 1 11 1 6 SPO ®1 I I I 00" TYP. 7.00" TYP. 25 ". 0 Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors Certification No.: N10 11082 3737 Lakeport Boulevard Certification Date: 05/0.1/2012 KJanmatb Falls, OR 97601 Expiration Date: 08/3112015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To: TAS 201:/2021203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Nain icertificatlon.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation cxc 1vlanagemeat Institute, IncJ4794 George Washington Memorial Highway/Hayes, VA Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Water. Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312" x 6110" +6600 10.0 psf Yes C;TLA -696W Single Max Panel Size: 3'0" x 61" Installation Details: S -2104 1-8 OX/XO O/S Door- Opaque 415" x 6'10" +661-70 10.0 psf Door -Yes f l'LA -696W Single w/Sidelite Sidelite - Glazed Sidelite -No max Panel size: 310$,%618" Sidelite DLO: 6" x 5'3" (118" Tempered Glass) Installation Details: S -2104 1.8 OXO 0/S Door - Opaque 1 5110" x 6110" +66/ -70 10;0 psf Door -Yes CTLA -696W Single w /Sidelites Sidelites - Glazed Sidelites -No Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (I/8" Tempered Glass) Installation Details: � -2144 1-S n -' XX O/S Doors- Opaque 6'3" x 6'10" +57/ -57 8.55 psf Doors -Yes Detai696S Double Max Panel Size: 3'0" x 6'8" I Installation Details: 5-2144 1-8 OXXO O/S Doors- Opaque 8111"x6110" +571 -57 8.55 psf Door -Yes CTLA-696W Dauble w/Sideilites Sidelites- Glazed Sidelites -No Max Panel Size: 3'0" x 618" Sidelite DLO: 6" x'5.3" (1 /8" Tempered Glass) ktlstallatioan Details: 5-2104 1-8 National Accreditation cxc 1vlanagemeat Institute, IncJ4794 George Washington Memorial Highway/Hayes, VA Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: 74.5' MAX. OA FRAME WIDTH 70.25' NAIL OA FRAME WIDTH ELIR s Seel 875" TIP. 125° 75" 75' NULL 15.5` NAX. OA J ,a.0 � v 36.825` Ma. OA TYP• BAR lYP• SBR•1JTE F(�AbtE WIDTH PANE! WIDTH 36° NIX. OA 875° 36' MAX OA 14' MAX. OA ENERGYSAVEH/COMODRB' -8" WOODEDGEOPAOUESTEELOUIS{y /NG W /A� PANEL WIDTH � TIP. � PANEL WIDTH � PAW WIDTH M PACTDOORUAMWnHS WITHOUTS1DEEM 1 GENERAL NOTES ® ® I ® ® tJ m O INACTIVE ACTIVE 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BURRING W1' �° � � OA MAX . Z p� � N CODE AND HIGH VELOCITY HURRICANE ZONE FNHZ' REQUIREMENTS. 2. WOOD BUCKS BY OTHERS MUST HE ANCHORED PROPERLY TO TRANSFER MAX. MAX. WIDTH LOADS TO THE STRUCTURE PANEL PANEL 83.125" 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION .t DRAWINGS. ANCHOR EMIIEDNENT TO BASE MATERIAL SHALL BE BEYOND WALL Hot�iT HEK#fT MA1l. DRESSING OR STUCCO. ® ® OA M Ne CL 81.25° 81.25° D.L.O. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RAMOS. MAX. E D MAX. F HEIGHT 5. T1il$ PRODUCT M�7 THE WATER REQUIREMENTS FOR -WH4' ZONES. SEE OA ® OA 0 IV THE DESIGN PRESSURE CHART BELOW.: FRAME FRAME 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI -DADS HElW HEIGHT APPROVED IMPACT RESISTANT SHUTTERS. 6 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDEUIES ao 6. SIDEUTES ARE AN OPRON AND CAN BE USED IN A SINGLE OR OWBLE �q CONFIGURATION. E OUTSWING IMPACT 0.625° A 0,75 0.625° A B SIA UTE �S XOZ= FROM EXTERIOR RESIDENTIAL MULATED STEEL DOOR (Common to alt tram mnduions) DOUBLE OUTAM IMPACT UNIT (X)() COMPONENT CONSTRUCTIONS: 3775' MAX OA VIEWED FROM D(fERIQR T07" iMN(v OA FRAME WIDTH oyez 875° .75° MULL 15.5° MAX. OA a_ Face Meets: l ga. (0.020' minimum thickness, average ed inknum -525 FRAME WIDTH TYP.~ WR TYP. SIDEUTE FRAME WIDTH ° moo m z commercial quality 4, AKOQ per ASTM 620 with average mnenum yield �° OA 36.625" MAX. OA 36' MAX. OA 14' MAX. OA �M ai strength F)(ave.)= 24.600 psi. 875 TIP. - PANEL WIDTH ° S Cars dWan• Expanded polystyrene with 1.0 to 1.25 lbs. /cf den*, by r P� WIDTH yy /AyTRq� � PANEL WIDTH � I PANED WIDTH w �3 Jt1D -WEN, INC. 00 poor Pane! Coasbucgam; The active and Inactive panels are constructed from °o $ F- 24GA (0.020' min.) galvanized steal The face sheet tops and bottoms are ® ® a a herd 90' over the top and bottom rail. The top LVL rm'I measures 1.67" g° MAX wide x 1. 042" high. The steel bottom raj is roll farmed 0 .021 galvanized I INACTIVE ACTIVE OA�D..LI O. 5 _x, i steel measuring 1.67° wide x 1.21° high. The sides of the few sheet are 80 g0' / ' roll format onto the LVL latch sb7e and Ponderoso Pine hinge slim which MAX, MAX. measure 1.67' x 1.0 °. The interior covity is Red with polystyrene. The OA OA face sheets ere glued to the polystyrene. PANEL PANEL 63.125" o v Fixed Lb Coast: The sash is constructed from 24GA. (0.020° min) galvanized HOW HEIGHT MAX c°^v steel. The edges of the face sheet are bent 90' over the polystyrene core ®: OA v and glued to it. The sidelite panels are routed to receive the ODL Up Lite 81.25° 8M.25' ® D.L.O. Frames or the optional Trirdty Light Fromes. (See sheet 7 for glazing MAX. MAX. E G HEIPIT t detale) The Tde frames are sealed w/ QSO glazing compound on the OA ® OA ® y exterior. FRAME FRAME From@ Construction, The homes are constructed from Ponderosa Pine jambs NOW HEIGHT measuring 125" wide x 4.5625° deep. The door and sideh'te head jambs B 8 are mortised and butt joined to the side jambs and attached with (3) 16GA 2° x 7116° crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041° deep x IT high. The threshold is attached to ^ o o o the frome with 3 16GA 2' x 7 16' crown wire staples. DOU<3i E 0 RSWING IMPACT A J' unnMr 6 UNIT tOXXO) W/ NON- IMPACT TABLE OF CONTENTS 0.625° 0:75° 0.625° ♦ ♦♦ F• Tz SIDQITES VIEWED FROM O(iERtOR ° o SHT DESCRIPAON SINGLE OUTSWMG IMPACT UMT fX) ♦ O i w o ca m VIEWED FROM Dfimil �♦ �i aarw 9 -11 -01 1 GFIMERA! NOTES AND TYPICAL EIiYAT10AIS TABLE 1: '••••• 'P • N.T.S. 2 VERTE& GROSS SECTIONS AND BILL OF MATERIALS DESIGN tee RArfA� WAlD4 •• 7 �i0 + Prepared 3 HORIZONTAL CROSS SECTIONS WILIR � �Wl�f 1� * * Dwe By. JWJ 4 HORIZONTAL .CROSS BEGAN AND NOTES p T 7 Q a «. r: S: SAFFELI 5 ANCHORING LOCATIONS AND DETAILS ' SIQE � � � �, �) owwmvc mo:: 7 GLAZING DETALS 1M AND DETAILS WIW AOY -IIACT S iJIFS +� -� igiially signed by Hermes FNorero, P.E. i0'��� • tv�,�� OlklBlE l&{IT'(A CA XK0, MU) _ eason: l am a •v.am. v= ♦ BUIDMG DROPS,- W. +57 57 approving this document { n ♦ 5 -2104 t/t81 W/� �IIlfES - ate: 2012.05.01 17:5135 - 04'00 Phone 407- 644 -6957 FM � zasm Fax: 407 -644 -2366 0.75° ANN. CONCRETE/ 0.75° MIN. CONCRETE/ EDGE DIST. MASONRY 51 EDGE OIST: MASONRY 51 1.50" BY 01HERS 1:50° BY 0TH r MIN 19 r EMB. rA : 19 MIN. 7 0.250 EMB 1 -} . . / �� iii MAX SEE DETAIL 7 11 SHIM SEE DETAIL 7 32 ON SHEET 5 i ON SHEET 5 1 SEE NOTE 6 ON 29 T SHE 4 SEE NOTE 3 70 SHT 4 80.0° MAX. OA PANEL HEIGHT SHE 416 SEE SEE DETAIL 7 N01E 3 g �2 ON SHEET 5 ZON 4 44 \�\ 31 .625" ' 1.25'. a MIN. w _ i�N" 2.50 MIN CRETE/ EMB. 1.75" 250 MIN, CMASONRY / EMB. EDGE DIST BY OTHERS MIN. EDGE DIST BY OTHERS VERTICAL CROSS' SECTION _g VERTICAL CROSS SECTION WITH HIGH DAM THRESHOLD AT SIDELITE SASH fu 1.750" MIN 1.750" MIN. PANEL THK PANEL INK. 1 WOR On FACE SHEET 24G4 0.02076M. STEEL SEE NOTE 2 ON P FRAME HEAD FINGER JMTED POFWEROSA PINE wow SHT 4 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD 0.125° MIN. FRAME LATCH JAMB (RNM JOMU PONDEROSA PINE WOOD GLASS THK. 1 >. EXTERIOR INTERIOR R10 81.25° 150'0° 81.25° MAX• LYL MAX' MAX. SEE GLAZING OA OUTSWING PEMKO BUMP FACE THRESHOLD OA FRAME DA DETAILS, SHEET -\• PANEL HEIGHT Sm FRAME 7 HEIGHT HEIGHT COMPRESMN WEATHERSTRIP FQAM SEE NOTE 2 ON 2 DOOR TOP R41L LK SHT. 4 DOOR BOTTOM WX SAE 1 DOOR HINGE SOLE FINGER JOINTED PONDEROSA PINE WOOD 17 NOTE 6 ON 29 10 STEEL SHT 4 EE NOTE 9 ON WOOD NOTE 8 ON 33 4 16 80.0° MAX. OA PANEL HEIGHT SHE 416 SEE SEE DETAIL 7 N01E 3 g �2 ON SHEET 5 ZON 4 44 \�\ 31 .625" ' 1.25'. a MIN. w _ i�N" 2.50 MIN CRETE/ EMB. 1.75" 250 MIN, CMASONRY / EMB. EDGE DIST BY OTHERS MIN. EDGE DIST BY OTHERS VERTICAL CROSS' SECTION _g VERTICAL CROSS SECTION WITH HIGH DAM THRESHOLD AT SIDELITE SASH fu 1 WOR On FACE SHEET 24G4 0.02076M. STEEL 2 FRAME HEAD FINGER JMTED POFWEROSA PINE wow 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD 4 FRAME LATCH JAMB (RNM JOMU PONDEROSA PINE WOOD 5 .4° x 4° BUTT HINGE 12 BY FIAGER SIR 6 X 1° PFFI WOOD SCREW HINGE 70 DOOR 7 DOOR LATCH STUE LYL 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD MM NAIL MA. X I- FOR MUUION CAP Sm 10 COMPRESMN WEATHERSTRIP FQAM 11 DOOR TOP R41L LK 12 DOOR BOTTOM WX SAE 13 DOOR HINGE SOLE FINGER JOINTED PONDEROSA PINE WOOD 14 10 x 1 3 4° PFH WAD SCREW STEEL 15 L�(C ILOCK F7NCER JOINTED PONDEROSA PINE WOOD 16 3116- RTW tAPCON ANCHOR Wl 1 1 4" MIN. EMBED. STEEL 17 EXPANDED POLYSTYRE(dE I.0 to T.25 R:. Cf DENSITY BY JEID —WI7V FOAM 18 NOT USED 19 23f WOOD SUB BRICK WOOD 20 SHIM 0.25 MAX INK. FIIGH DENSOY PLASTIC OR GI ATO 21 KWO(SET 400 SERIES KNOB STEEL 22 WMET TITAN 700 SIRES OFA0801T NOi MOWN SIM 23 0 x 1 112" PLASTINEW 001 UTE FRAME STEP, 24 x 2' PFN WOOD SCREW SlEEI 25 x 2 172 PFH WOOD SCREW STEEL 26 #10 x I° PM WOOD SCREW tIfPEM ASTRAGAL: TO DOOR ) STEEL 27 JIO x 2 PFH WOOD SCREW SIM 28 MILLION CAP WOOD 29 SpICONE CAULK CR LAWRENCE 33 C SIGCONE 30 GLAZING COMPOUND (QSO BY 01L SUCOAE 31 BRAD IM NAIL MA x 314- FOR 3 8° QUARTER. ROM -j/8- STEEL 32 QUARTER ROUND SOEUTE STOP WOOD 33 CORNER 19L EEL OCKS FOR ST 0" BOTTOM w MOF 34 SCHLAGE KNOB SET 1 STEEL 35 1 SCHIAGE DMOLT NOT SHOWN SEEEt. 36 1 SIDEUTE STEEL FACE S19E1 24G4 0.020° MIN, STEEL STEEL 37 1/8' TEMPERED GLASS BY PPG GLASS 38 ODL UTE FRAME SG' SPARMCH POLYCOM PP55M CtJ POLYPROP 39 PRESSURE TREATED MULLION BAR (3/4 ° x 4 9 16 x Al 1 4 P.T. WOOD 40 ALUMINUM FJ(RiUDED ASTRAL BY BiPERKL ALUMINUM 41 ASnMM STS PLATE BY WP(RIAL STEEL 42 YALE KN08 HOMAGE SERIES STEEL 43 YALE ALT HERITAGE SERIES NOT SHOWN STEEL 44 SFDEL TE FRAME HEAD. SILL AND JAMBS (FINM JOINTED PONDEROSA PINE) WOOD 45 UTE FRUdE BY TRINITY FOR 112- I.G.U. POLYPROP. 46 112' INSULATED TEMPERER GLASS BY MMTY AMPAC GLASS 47 RY TRINITY FOR 1 • GLASS POIYPROP. 48 1- INSULATED MWERED GLASS BY TRINITY AMPAC GLASS 49 UTE FRAME SCREW #6 x 1 T.2° LONG PAMIM BY STEEL, 50 GIAZMG COMPOUND POW 1199 1 SILICONE 51 WOOD 96TALLATM SCREW W 1.50 MIN. EMBEDMENT STEEL H10 52 DOOR LATCH STRKE PLATE $) 53 J.DOQRAATCH DEAD BOLT. STRIKE PLATE 1�� TFI STEM cs O g i ena �C-2 :he Ix Z° i 0 0 03 W UQ� C o a a .pO�i,' 7 = o T ? = �Oi, T4� cep xf �xasYe Prepared Sr. BUILDING DROPS. INC. Phone: 407- 644 -6957 For 407- 644 -2386 DATA: 9 -11 -01 SMZ. N.T.S.. M. BY: JWJ Cm BY: S. SAFFELL oaArm�c nw:: S -2104 2 of 8 SEE NOTE 4 ON SHT 42 15 13 B 5 6 3 20 19 2 SEE NOTE 7 ON SHE 4 17 15 1' 7 40 52 7 i i 5 21 42 34 INACT EIRE RIO ACTNE SEE NOTE 26 1 SHT. 4 lo DATE: 9 -11 -01 w Prepared Sr. sca,E: N.T.S. * EXTERIOR arc. 13Y.. . JWJ m ct [ef ° e e trot :er: S: SAFFELL j `:: 1.750° MIN. PANEL THK. O WING NO.: �c Z y p.. • ... U J Phan &: 407-644-6957 rare. Fax. 407 -644 -2366 sNrr.r 3 ' o 8 Ww,�[w� 1--11 /�/ j /// j //� e. CON CREIE/ > ° ° \ MASONRY BY OTHERS INTERIOR INTERI z° f 0.75° MI <' a e' �\� \ 51 10 1 17 17 1 10 51 � / " 0.75` Mild. EDGE DI ° .. SE DETAIL IL5 SEE DETAIL 5 '� °, EDGE DIST. .'�gZ oQ o; •.s L ON SHEET 5 p ,a ..' WIZ g¢� a a iC\ HORIZONTAL CROSS SECTION 0.250° MAX. LATCH JAMB TO BUCK SHIM @ HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK 0250° MU. s as z O S aw m rr J 1:5�0B�N. SMM 1.50° MIN. CONCRETE/ EMBED. w 3 MASONRY BY OTHERS SEE NOTE i 26 ON SHT. 4 40 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a a 10 0.31" DA x 9.0" LG. AT TOP & BOTTOM � � '� > ; x 17 15 1' 7 40 52 7 i i 5 21 42 34 INACT EIRE RIO ACTNE SEE NOTE 26 1 SHT. 4 1.750" MIN PANEL THK . SEE SEE NOTE 4 DETAIL 24 1 ON THIS 10 ON SHE 4 SHEET 1 E\ HORIZONTAL CROSS SECTION, AT IMPERIAL ASTRAGAL RETAIL i AMG4L TO STILE" ATTACHMENT NOTE ITEM 24 NOT SHOWN THIS VIEW FOR CLAFPunllq F• IC 1 17 r. 0-' T �. A F W lo DATE: 9 -11 -01 w Prepared Sr. 1.750" MIN PANEL THK . SEE SEE NOTE 4 DETAIL 24 1 ON THIS 10 ON SHE 4 SHEET 1 E\ HORIZONTAL CROSS SECTION, AT IMPERIAL ASTRAGAL RETAIL i AMG4L TO STILE" ATTACHMENT NOTE ITEM 24 NOT SHOWN THIS VIEW FOR CLAFPunllq F• IC 1 17 r. 0-' T �. A F W DATE: 9 -11 -01 w Prepared Sr. sca,E: N.T.S. * arc. 13Y.. . JWJ 41 = Q trot :er: S: SAFFELL j `:: O WING NO.: �c BUILDING DROPS, W. S -2104, Phan &: 407-644-6957 rare. Fax. 407 -644 -2366 sNrr.r 3 ' o 8 SEE NOTE ON SHE SEE NOTE ON SHT. SEE DETAILS, GLAZING 3 5 SHEET 7 SEE NOTE 6 29 ON SHT. 4 0.750" 52 7 1 15 21 42 34 EXIERIQR ZINTMOR 10 25 SLR' NOTE 5 1 17 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION AT SIDEt1TE TO LATCH JAMB 1.750" MIN. IXTER O r PANEL THK. 10 SEE NOTE 5 ON SHE 4 25 SEE DETAIL 5 ON SHEET 5 iG1 HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB NOTES: CONCRETE/ 1. SPACING FOR ITEM 126 THE JTO x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY C AS FOLLOWS FROM THE TOP DOWN & ME BOTTOM UP: 1.0; Z57, 4.01, 5.5 13.0 ", 18;0° &' 26.0 Z SPACING FOR ITEM 03 THE A x .1 112 PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY.. SIDEIM PANEL: 3.0" IN FROM EACH CORNER. ON THE SUM Y FOR THE n> PAN@ : 3:0 13.07, 26.0 39.0; 52.0" &,63.0, ae 3. SPACING FOR ITEM J31 THE 16GA x 3/4 ° BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM J9 THE 16GA X I ° BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS a FOLLOWS: TOP &BOTTOM HORIZONTALLY (FOR THE 318° QUARTER ROUND) 1.25" IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ° ON THE SIDES VERTICALLY (FOR BOTH 318" QUARTER ROUND & MULLION CAP) 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIRD 4. WHEN ATTACHING THE STRIKE PLATE. TO THE JAMB AND BUCK USE REM #25, A 18 x 2.1/2° PFH WOW SCREW. s °.. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM J24, A 18 x 2° ° PFH WOOD SCREW. 5. SPACING FOR ITEM J25 THE J8 x 2 112" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, <a IS AS FOLLOWS. 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE F►ELD, 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEUIF JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND ° 318° QUARTER ROUNDS SECURED WITH TEN J31 BRAD TRIM NAILS x 3/4 ". LONG. 0.75 ° MIN. 7. WHEN ATTACHUNG THE HINGE TO THE M8 AND BUCK USE TIEFAd X27, A X10 z 2° PFH SCREW. - WHEN ATTACHING EDGE Dpi a A'. THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULUON USE ITEM J14, A JIO x 1 314° PFH WOOD SCREW. a 8. SPACING FOR ITEM J49 THE J6 x 1 112" PANHE40 SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: e, man UTEFRAME FROM THE TOP DOWN VER LLY: J-257, 1&0625 ", 32.8125 °, 47,5625° &.62.625" s SIDEUTE LREFRAME TOP & BOTTOM FROM THE LFFT ONE (1) SCREW AT 4.4375 ". �. . 9. ALTERNATE CONCRETE/MASONRY INSTALLATON ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM f51 WHEN INSfAWNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM J26 WHEN INSTALLING INTO MULLIONS. USE ITEM $16 WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. NOTE 3 SHT. 4 SEE NOTE 2 23 ON SHE 4 29 SEE NOTE 6 ON SHE 4 SEE DETAIL .5 ON SHEET 5 0.250" MAX. SHIM a I-a NOTE 7 SHE 4 SEE NOTE 2C ON SHT. 4 SEE NOTE 6 ON SHT. 4 0.750° SEE GLAZING DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 EXTERIOR 0.125" MIN. J INTERIOR GLASS THK. HORIZONTAL CROSS SECTOOb ,jT,nSjqhlJTE TO BUCK. :S F.JV,.��._ •> cft W W ;l ' cs a �c^oYGx. z° ao O yy N14 oo zza aO'2 J �Q � p�- ttWy/n1 N W 4 O °d DAM 9 -11 -01 0 Prepared Br. sove N.T.S. * _ x = Q M. BY:. JWJ cwc. BY: S. SAFFELL DPAWNG NO.: �.` BUIL w OROFS, W. S -2104 Phone: 407- 644 -6957 3sa Fax: 407- 644 -2366 19im 4 o 8 MAX. OA. FRAME WIDTI -- SEE DETAIL 2 f ON THIS SHT. 00° IYP. �° 6.00' TYP: 12.50 Typ. iYP •00• TYP. TIP. 6 TYP: —I I I I I I I I 51 51 TYP: TIP. 5 SPACES ® 13.85° SEE DETAIL 5 r ON THIS SHT. 3 � 5.5}0" I ii II 1 -� SEE DETAIL 4 ON THIS SHE Il I 6 TYP. 8 m SEE NOTE 10 TYR — SEE NOTE 5 ON SHEET 4 I ° \ 5 25 TYP. — SPACES �000 242 ® 13.85' 81.25" — MAX. �L OA W m FRAME HQ HT .O 7 SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 25 16 SEE NOTE 14 2 7 SHEET 4 41 \ / t o 6 , 6 \, 41 DETAIL 2 - ®HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR MAX. OA FRAME 4.50' TYP. 9.00' TYP. ' : .00 TYP: 3.00° I I I .00° " TYP.. DETAIL 6 THIS SHT. 3.00' TYP-j L; Go W. 3.o0° 7.00° TYP. DETAIL 5 STRIKE PLATES TO ASTRAGAL SEE DETAIL 4 ON THIS SHT. 1 � I-- p va °z a W 00 � ZU W 0 N Q O ~ a a 15" Mw. o C -SINK. R SINGLE DOOR WITH SIDOM ANCHOR LOCA7TONS VIEWED FROM INTERIOR 12 Il I 1 8 m SEE NOTE 10 TYR — SEE NOTE 5 ON SHEET 4 I - ON SHEET 4 \ — 25 TYP. — �000 242 . 1< — — 16 TIP. �L 3.00' TYP-j L; Go W. 3.o0° 7.00° TYP. DETAIL 5 STRIKE PLATES TO ASTRAGAL SEE DETAIL 4 ON THIS SHT. 1 � I-- p va °z a W 00 � ZU W 0 N Q O ~ a a 15" Mw. o C -SINK. R SINGLE DOOR WITH SIDOM ANCHOR LOCA7TONS VIEWED FROM INTERIOR 12 16 51 2 %\ 8 m SEE NOTE 10 I - ON SHEET 4 \ �000 242 . TERSINK FOR 1NSTALlA NCHORS. 710N A SEE NOTE W m 4 SHEET 4 OATS: 9 -11 -0 eO�: N.T.S. .O 7 Prepared Mo. sr: JW 52 DETAIL 6 �( STRIKE PLATES TO JAMB FEW 16 51 2 %\ 8 m SEE NOTE 10 - ON SHEET 4 \ �000 DETAIL IIF,Ili11��. TERSINK FOR 1NSTALlA NCHORS. 710N A O ! W m ... ��' OATS: 9 -11 -0 eO�: N.T.S. .O 7 Prepared Mo. sr: JW * w Q CKK. er: S. S w QU MC NO:: BUIL I= OROPS, INC. S -2104 Phone: 407 -544 -6957 For. 407- 644 -2366 WM 5 OF _i OA FRAME 6 TYP. 5 SPACES @ 13.85' 107.00' MAX Off. FRAME MOTH SEE OM 2 ON SHEET 5 4.50° TYP. 16.41° TYP. 3.00° 00° T1P. 13:41" TTP. 3.00' 00.' T1P. 6.00° TYF'. TYP. I'- too° .00' TYP. 7.375° 5 3L° SPACES ® 31° 3.00" TYP: -I (� I 3.00° Z —� it ¢ �- � �- 3 00° T1P. 3.00° 1YF -� 7.00° 1}P. �G-- -a j L.--1 ZOO' TYP. Y SEE DETAIL 3 ON SHEET 5 DOME DOOR WITH SIDEIM ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEEP 5 6 0. vV SEE DETAIL 4 ON SHEET 5 rn� wo° Znv �2 O o ~ a i SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS 59 51 71P. Tw- ^osss SEE NOTE 5 25 ON SHEET 4 — •uv� SEE DETAIL 5 _ ON SHEET 5 ``��'••••• •- 'QQ�i� 5.50'1 I 25 MO. BY: JWJ 2 %�O '• :: a cm BY: S. SAFFELL wuwu+c rro:: 36.625' 16 — — y.Q,HAO• ����, TYP. ✓AIMBJG DROPS W. S -2104 VtI I I T 1 1 Flees ��e 7.375° 5 3L° SPACES ® 31° 3.00" TYP: -I (� I 3.00° Z —� it ¢ �- � �- 3 00° T1P. 3.00° 1YF -� 7.00° 1}P. �G-- -a j L.--1 ZOO' TYP. Y SEE DETAIL 3 ON SHEET 5 DOME DOOR WITH SIDEIM ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEEP 5 6 0. vV SEE DETAIL 4 ON SHEET 5 rn� wo° Znv �2 O o ~ a i SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR: ^osss •uv� w ``��'••••• •- 'QQ�i� oue 9 -11 -01 MTS. MO. BY: JWJ * s * %�O '• :: cm BY: S. SAFFELL wuwu+c rro:: �i{ y.Q,HAO• ����, ✓AIMBJG DROPS W. S -2104 Phone: 407 -644 -6957 sir 6 OF 8 Flees ��e Fax: 407- 644 -2366 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 207522 Permit Number: BP2005 -1201 Inspection Date: February 20, 2014 Permit Type: Imported Permit Inspector: Naranjo, Ismael Inspection Type: Final Owner: IMPORT, IMPORT Work Classification: <NONE> Job Address: 258 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Buildina Department Comments Phone Number Parcel Number 1132060133390 Phone: 954- 979 -2137 REPLACE EXISTING DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed E:1 Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 20, 2014 Page 1 of 1 Miami. Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2ZQ4SA .8972 BUILDING PERMIT APPLICATION Uc► FBC 2001 - -"' Permit Type (circle): (Ii0dinW Electrical Owner's Name (Fee Simple Titleholder) 41 1"U Owner's Address City-M-% .; j 6i r State Tenant/Lessee Name 5 Permit No. 1 Z _mss ter Permit No. J abing Mechanical ._goofing j (Phone # '�,•; � , :. �-� � rr ►. Zip_ mss'► �' Phone # Job Address (where the work is being done) <4 i, j ,? City Miami Shores Villaee County Miami -Dade Zip � 313 S Is Building Historically Designated YES NO Contractor's Company Name _%<:: C- I-.rv-c- L��_! phone # Contractor's Address City Qualifier State Certificate or Registration No. State Zip Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # $ Value of Work For this Permit J, . Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace r-1 Demolition Describe Work: &i i> i= Submittal Fee $ Permit Fee $ CCF $ 0, (00 CO /CC Notary $Jr— • Training/Education Fee $ 20 Technology Fee $ Z -,-� Scanning $ 3 .0O Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 01 - 3-0 (Continued on opposite side) 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 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 wner or Agent The foregoing instrument was acknowledged before me this Z day of 20 " by W o yn ic M 1 i-t.,r who is personally known to me or who has produced 10. As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced NOTA ,Y P L NOTARY PUBLIC: Sign: vP' , Sign: CO Print: sio 13i4• - Print: as identification and who did take an oath. My Commission Expires: °-r 'cndsd `9 hn My Commission Expires: Q �tiantir l��ndinQ E APPLICATION APPROVED BY: chc 05/13/03 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/1512005 Applicant: KAREN Owner: MILLER JOB ADDRESS: 258 Contractor THE HOME DEPOT Local Phone: Parcel # 1132060133390 NE 92 Building Permit Permit Number: BP2005 -1201 MILLER KAREN ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 5 &W1/2 OF LOT 4 & E10FT OF LOT 6 Fees: Description Amount FEE2005 -11205 Building Fee $100.00 FEE2005 -11206 CCF $0.60 FEE2005 -11207 Notary Fee $5.00 FEE2005 -11208 Training and Education Fee $0.20 FEE2005 -11209 Technology Fee $2.50 FEE2005 -11210 Scanning Fee $3.00 Total Fees: $111.30 Permit Status: APPROVED Permit Expiration: Work: REPLACE EXISTING DOOR 218/2006 Construction Value: $552.00 Signed: (INSPECTOR) Total Fees: $111.30 Total Receipts: $0.00 AUG 2 2 PAID In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department it 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 181s ` °� Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type. BUILDING FBC 20 Permit No. Master Permit No ROOFING JOB ADDRESS: �.8 A] , �� 6Y— City: Miami Shores County: Miami Dade Zip: j /15� Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple NO Flood Zone: N OS g ,06 4,eIS6 Tenant/I.essee Name: Phone #: Email 0-=a/-1r6 CONTRACTOR: Company Name: / Phone #: J-'010 —36::!�S- Address: o? 6o 40 City: GL 14 State: 's �--- 0 Qualifier Name & Phone #• 5 State Certification or Registration #: C 6 1,61 �/,f13 Certificate of Competency #: Contact Phone #: %1-3/ S 3 3555- Email Address: '?,rl y �/ �� ':�eVd'NNAP ��- DE$IGNER: Architeci/Engineer. Phone #: Value of Work for this Permit: $ J�� Square/Lfikar Foo a ofwork: ?�, Type of Work: DAddition O/ Allteration ONew epair/Replace ODemolition Description of Work: � h l o g e Z zak cj' i. Color thru tale: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ V 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 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss In the absence of suc p sted notice, the inspection will not be approved and a reinspection fee will be charged. �/� l ,,.—? Signature �� 1 �— Sj Owner or Agent The foregooiinngr instrument was acknowledged before me this day of 20 19-, by _L &)LL - who is Rgrsonallv known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: The foregoineinsi6m- ent was acknowledged before me this I Y day of 20 , by d Ara wh Al,VO' who is personally known to or who has produced Ae -,0 as identification and who did take an oath. w�`!4'� OLGA J CALDERON Sign: •( .1 UVMMUISMInN 1870 Print: ;o;a °.f EXPIRES September S, 2017 _(19D398410 Floridallotary oom My Commission Expires: APPROVED BY Plans Examiner Structural Review NOT My Commission Expires: d (o (Revised 5/212012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) RAFAEL J. RODRIGUEZ NOTARY PUBLIC STATE OF FLORIDA Comm# EE209M €i We$ 6/20/2016 17ot� e � �r sY &,Y av dr aTr,k sY �r sY aY �r,Y Zoning Clerk •• tn� N 91 G Bptkyewom .- jRO c inn cmy 0, aotaYa 4� 1 i L�v�h9 Rooms >Q� 252 Nc 9 2 St . r'It S6oY2s , F L 3313 �I i3�Y ® ®we t , I atdr®®m , f�l s •••••• •••• • • • ••••• • •• •••••• ••••• • •••• • •••••• • •• •••••• •••••• •••• • • • tn� N 91 G Bptkyewom .- jRO c inn cmy 0, aotaYa 4� 1 i L�v�h9 Rooms >Q� 252 Nc 9 2 St . r'It S6oY2s , F L 3313 �I i3�Y ® ®we t , I atdr®®m , f�l s 00 0 0 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acce tance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact or Door or u ion um er Design Pressure Preasnre S es o Yes No - es o PSG' ( -) PSF (tom + ( +) PSF (-) PSF ®®fir' 6 � s //) e& • 7 — �9[y[ �� C E � O daY ® k ® � 00 00 690060 • •000• ` • t a' 1 / •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• +r I il MIAMIDAI?I: AMMEW BUELDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO Jelu -wen, lne. 317525 highway 97 N. Chiloquin, OR 97624 MIAMI -DADE COUN7 FLORIDA ME MO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: 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) ty) 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 ma immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserve the 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series `°Jeld- Wen®" 618" W/E Outswing Opaque Insulated Steel Door w /wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No. S -2104, titled "Outswin x OP 6-8 Unit", sheets 1 through 7 of 7, prepared. byR.W Building Consultants, Inc , dated 9/11/01 Door evvision 07» dated 10/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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 o n displayed, then it shall be done in its entirety. • • • • • .p 4 °.f. the NOA is di spy NSPECTION: A copy of.this entire NOA shall be 20ov.dc �•1h�ygefbj the9nanufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 1218.05 and, consists of this pag. •l a viell as apprpv al document mentioned above. The submitted documentation was reviewed by Jare llisfn, P.p. • • o ••• • • • • • XT ! OA No 02-1211.18 • • • • • • • • Expiration Date: August 15, 2007 o Approval Date: January 30, 2003 _. . . ... . . . _ Page I . . . . . . . . . . JELD -WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWWG ae UNITS WlAND WIOUT S►DELTfES THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. THIS SYSTEM MEET THE WATER REOUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES ". SEE NOTE BELOW DESIGN PRESSURE CHART. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOI (Common to all frame conditions) Face sheets: 24 ga. (0.020) minimum thickness, Galvanized steel A -525 commercial quolity - AKDO per ASTM 620 with yield strength Fy(ove.)g23,675 psi. Core esl Expanded polystyrene with 1.0 to 1.25 lbs. density, by Jeld -Wen, Inc. Ponel Construction The active and inactive ponds are constructed from 24 go. (0.020' min.) galvanized steel. The face sheet top and bottoms ore bent 90' over the top and bottom roils. The top roil consists of LVL measuring 1.57" x 1.042'. The bottom rail is roll formed 0.021" golvanized steel measuring 1.67" z 1.21' with a 1.645" x 3.0" x 0.831" piece of pressed Tiber board at each comer attached w /0.5' x 2.0' wire staples. The sides of the face sheet are roll formed into the LVL latch stile and pine hinge stile measuring 1.67' x 1.0 ". The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Sash Construct on: The sash is constructed from 2461 (0.020' min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to R. The sashes are routed to receive the ODL (HP Polypropylene - Thermofil- P6- 30FM0391) & Trinity lite frames. The units are glazed with 0.125" tempered gloss. The file frames are wet glazed on the exterior. Frame Construction: The frames are constructed from Pine jambs measuring 4.563' x 1.25 ". The head jambs ore mortised and butt joined to the side iambs and attached with (3) 16 go. 2' x 7/16' crown wire staples. The units use o bump face threshold measuring 4.041" x 1.0'. The threshold is attached to the frame with (3) 16GA. 2" x 7116" crown wire staples. TABLE OF CONTENTS SHEET # DESCRIPTION ` 1 GENERAL NOTES AND TYPICAL ATI N 2 VERTICAL. R Tl N S & BILL OF MATERIALS 3 HORIZONTAL CROS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES -5 ' ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS. & GLAZING DETAIL 7 1 UNIT COMPONENTS MA 74.5' OVERALL MAX. FRAME WIDTH 70" OVERALL _ 36.625" MAX. MAX. FRAME WIDTH 15.5" MAX. PANEL WIDTH 36" MAX. FRAME WIDTH W /ASTRAGAL PANEL WIDTH 14" MAX. 36" MAX. 14" MAX. PANEL WIDTH r PANEL WIDTH PANEL WIDTH IN- ACTTVE ACTIVE ca w W` T Y J 17 d 0 60 MAX. L.O. O W a W 2 N In �i N w o •t no •o ••••• • OUTSW7NG UNIT ALL UNITS ARE 1AElYED SINGLE W /SIDELIt1;$ FROM G QLJT5%My •t1Nfi • 37.5" OVERALL 107" OVERALL MAX. FRAME WIDTH • • • • • MAX. FRAME WIDTH 15.5 "MAX • 36.625' MAX. t�R 36" MAX. 14" MAX PANEL WIDTH PANEL WIDTH FRAME Y" • I- PANEL WIDTH I PANEL WIDTH I W /AS PANEL � •Ni14Td. • CC O v Z� r\ rn� UQ�o _ n C3 � O 'n 7 co O CL •• 1411 00 Poo • 00 •• •p • ij •• • W 'Z?: ° °p Qo • z� •• � NW • • � to � • o U i x "t W POSIfNE NEGATIVE • IN- ACTIVE ACTVE +66.7 psf -70.0 psf • o •• J o 6 46" MAX. a 6" MAX. F D.L.O. in N w � O p D.L.O. e B © 4 0 ro ro O aIu 1 CC O v Z� r\ rn� UQ�o _ n C3 � O 'n 7 co O CL •• 1411 00 Poo • 00 •• •p • ij •• • W 'Z?: ° °p Qo • z� •• � NW • • � to � • o SINGLE 2 1 DOUBLE W /SIDELITES 1 G OUMMG UNIT OUTSWING UNIT DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REOUIREMENT IS NEEDED) UNIT TYPE POSIfNE NEGATIVE • • •U +66.7 psf -70.0 psf • o •• J o W a a 6" MAX. F D.L.O. in N w � h e 0 0 ro SINGLE 2 1 DOUBLE W /SIDELITES 1 G OUMMG UNIT OUTSWING UNIT DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REOUIREMENT IS NEEDED) UNIT TYPE POSIfNE NEGATIVE SINGLE W /WO SIDELITES +66J psf -70.0 psf DOUBLE W /WO SIDELITES (WINDJAMBER II ASTRAGAL) +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf -57.0 psf •gels BU4an+G 813.659.9197 PRODUCT REVISW OATE' 09/1 1/0 Qa�esMwftftnwioh SCALE' N.T.S.i ft o2-1211.16 Mr. BY' Till > yxral tlmtm0 1- cW.. BY: RW! Bf DRAWING NO.- M actCoetml tHr S -2104 SNEET -L or-? d v d d v 10 _ 1 W 4� 1.75" MIN. PANEL THK. o to 17 XTERIOR INMRIOR 12 9 d z_ d• o d aw -i 94 T Nz z in ! U a J !Y 0 N m dd D In _ l L 1 VERTICAL CROSS-SE CTIO N y DOOR PANEL SEE NOTE 7 SHT. 4 v INTERIO R to SEE NOTE 4 SHi. 4 2 Zm N w X R1 R .125" MIN. GLASS THK. 2 �w v 3 z z w a O O 0 ? � N W co 2 N VERTICAL CRO S -S C710N \,V SIDELITE SASH ITEM DESCRIPTION MATERIAL 1 2 HEAD JAMB I 1 4 x 4 9/16 PONDEROSA FIN GER JOINTED PINE) PINE 3 x N 4 x x 4 BU 1 • ..09 R 6 10 X 1 H WOOD SC EW HINGE TO DOOR REEL STEEL LVL LATCH SIDE STILE 1.6, 8 1 4 x 2 1 2 TAPCON TEEL OUIsgm THRESHOLD (IV EXTRUDED ALUM Bl PEIIXO ALUM. 10 11 0- bw TO RAIL 1.67 x 1.0 FOAM WOO- 12 BOTTOM RAIL 1.73 x 1.21 x 0.021' THK. MIN. 24GA STEEL 13 D=OOR HIN 1.6 x 1.0 --Wubu- 14 10 x 1 3 4" PFH WOOD SCREW STEEL 15 LOCK BLOCK 1.71 x 4.0 x 11.875 WOOD 16 1 4 x 2 1 4 TAPCON T •• 17 ExP YS1YfffNE 1.0 to 1.25 @. DENSITY) BY -YiEN FOA 18 OPIRAVA[ EX►RU%D ALUM ASTRAGAL 050' WALL ALUM. 79— 2x WOO SUB B1 ICK • • WOO • • 20 SHIM MATE .25 MAX. THK. _ 21 KWIKSET TITAN 700 SERIES KNOB - 22 KWIKSET MAN 700 SERIES DEADBOLT • • • • • 23 BRAD TRIM NAB. J 4- L STE 24 1111 x " PFH W D SCREW STEEO 5 1118 .x 7 2 PFH WOOD SCREW • STE 26 jEU WR68J W9NQL¢tf n 41416 ALUM.* 27 YALE KNO :I I IAUt bLMILS • _ • • 28 YALE-0 LT HERI AGE S RIES 29 SILICON CAULK CR LA ENCE 33C SILICONE GLAZING C MPOU 0 VOL • • SILICON 1 8 x 1 PFH W000 SCREW WR68t ASTRAGAL TO DOOR STEE 32 3 8" x 3 8' 1 4" ROUND SI ELITE STOP • • WOOD • • 8 x 1 1 2 ILK SCREW JUIt FRAME • • a STE EL 4 SCHLAGE KNOB SET FSt _ 35 SCHLAGE DEADBOLT 360 _ • • 36 STEEL SIDELI PANEL 24GA .021 MIN. STEEL Si EL 37 1 8" MPERED G BY PPG GLASS 38 FRAME ODL HP POL YPROP THERMOFJL-P6- OFMO 91 POLYPROP. x 4 10 x 2" PFH SC STEEL 41 iQ r 1 PFH WOOD SCREW QdPERUI ASTRAGAL TO DOOR STEEL 42 THK, x 4 9 16 DEEP PRESSURE TREATED RUNFORCEIII WOOD 43 1 4 x 1 8 WOOD MULLION CAP 44 162k BRAD TRIM 1" STEEL 4 GLAZING C MPOUND DOW 1199 SILICONE SILICONE 46 LITE FRAME BY TRINITY FOR 1 2 GLASS YPR P. 47 1 2 INSULTED TEMP• GLASS BY TRINITY AMPAC 48 LITE FRAME 8 IR OR 1 GLASS PO YPR P. 49 1 INSULATED TEMP. GLASS BY TRINITY AMPAC 50 LITE FRAME SCREW 6 X 1 112" PANHEAO STEEL cc Z N rn � acN 2d p ^O e,n V0. ••;.•• • • 4� 3, • 54 • • g 1 h • °w x •.•9 W O • • 813.659.9107 PRODUCT REVIwo aTE:09/11/0 Ithe Furwx scut: N. T. S! Na 2 -I 11•IA. owa Rr: TJ, F.x�ra Dete I �s - '� cMt. BY: RW ! aer Caetrot S-2104,, 2 of 7 ASTRAGAL RETAINER BOLTS (4) W BOLTS TOTAL, (2) 8.0" L. x .312" DIA. ® TOP & (2) 8.0" L. • x .312" DW ® BOTTOM zi 2 I.-: ° J SEE NOTE n 2 S 15 1 HT. 4 NF INACTIVE .l .. a.l 1.15" MIN. • EMS.. 1 H O&ZONTAL 3 AT ASTRAGAL, W/ TEM #26 WINDJAMBER Wk68J SEE DESIGN PRESSURE RATING CHART SHEET 1 .15" MIN. C -SINK 25" MAX. SHIM THK. (a) HORIZONTAL CROSS SECTION \,AJ LATCH JAMB TO BUCK 2= :R J �z ^a zi g� n� a • ASTRAGAL RETAINER BOLTS (2) • TOTAL (1) 9 0" i - .312" DUL a TOP 9.0" L. x .312" DIA. ® B SEE NOTE 2 SHT. 4 OPTIONAL ASTRAGAL C1 HORIZONTAL SRO¢ 5 TI ON 3 Ai ASTRAGAL W /ITEM #18 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET i SEE NOTE W a 8 SHT. 4 • a 0 2 I.-: • cc • NF • i Vii'- *me ° 19 rn • � Cc to ♦ � —2Zri 2 0 �=o� W CL z • as ° • • • • • • ••• • 00 :00 04 • • po•° • •• ••• • W • •• z • • •• i.15" MM!•• • • Q•'*'Z3 Jb♦ • EMR••••• ••u,° • • "d iii • • • •• •• • c o °ce• ��ii �j o ► sea • KING SLIDE 000000 1.5" x 0.565" 1 3 2 X7 I 1 17 hxWftW momm"N117 ACTIVE 15 I T R PA09WPREVjWD Dwftcmk c Pt" °e Na, ;5 r�lr,8 ipira Dam Mleat rad Caebol ol.rs• " UU ewLaNc )NSULTANTS. INS 813.659.9197 E: 09/11/01 ILE: N.T.S. w BY: TJH C. Br: RW WMG No.: 5 -2104 3 or 7 W a • a axxm • • • NF • i Vii'- *me • •� ♦ � 0 0 ^a < z hxWftW momm"N117 ACTIVE 15 I T R PA09WPREVjWD Dwftcmk c Pt" °e Na, ;5 r�lr,8 ipira Dam Mleat rad Caebol ol.rs• " UU ewLaNc )NSULTANTS. INS 813.659.9197 E: 09/11/01 ILE: N.T.S. w BY: TJH C. Br: RW WMG No.: 5 -2104 3 or 7 SEE NOTE 5 SHT. 4 a SEE NOTE 9 SHT. 4 rl WY z y 36 N u SEE NOTE aE 3 SHT. 4 SEE 4 SHT. 4 7 SHT. 4 1 HORIZONTAL CROSS SEC TI 4 AT SIDELITE TO LATCH JAMB TYP v • NOTES: 1. SPACING FOR g8 x 1" PFH SCREW ATTACHING THE WINDJAMSER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0 , 3.0" & 5.0 '. FROM THE BOTTOM UP; 1.07. 3.07, 5.07. 20.0° & 38.75 ". 2. SPACING FOR ITEM 41 $10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN &. BOTTOM UP; 1.07. 2.5 , 4.0 °. 5.5 ". 13.0 18.0° & 26.0 ". (14 PFH SCREWS TOTAL) 3. SPACING FOR 18 x 1 112" PLASCREW IS AS FOLLOWS: TOP & BOTTOM; (2) 25 SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0 ". 13.0% 26.0", 39.0 ", 52.0" & 63.0 ". 4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) t9 MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EOUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE I8 x'2 112 PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE #8 x 2." PFH WOOD SCREW. 6. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EOUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 7. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 318" x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4° L. B. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE X110 x 2" PFH WOOD SCREW. - WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE #10,x 1 314" PFH WOOD SCREW. 9. THE. MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM #44 A 1' TRIM ;JAIL SPACED A MAX. OF 12' ON CENTER, 10. SPACING FOR ITEM 150 THE #6 X 1 112" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME IS AS FOLLOWS: FROM THE ,IOP DOWN ON THE SIDES (5) AT 3.25', 18.0625", 32.81257, 47.5625' & 62.625'. THE TOP & BOTTOM (1) SCREW AT 4.4375 1.15" MIN. 20 EMS. {� .15" MIN. COUNTERSINK 4 �~ N rn � 4 D 17 4• 4 23 SEE NOTE .25" MAX. 11 4 SHT. 4 SHIM THK. 32 SEE NOTE 7 SHT. 4 a W Y SEE NOTE 8 SHT. 4 rn 38 N 36 • ••• •33••• 23 3 �. LVQTj SEE NOTE �SHf • 4 SHT. 4 •••• •• •• ••• 38 � • • ztn 37 N EXTE RI R SEE NOTE 3 SHT. 4 IN7 RI R • O� W� • • ..U-. O SIFT • a • • • 3 fiORIZONTAL CROSS SECTION 4 AT SIDELITE TO BUCK, TYP. PRODUCT REVISED neoapl�eg •iffi 9e Pbrtla NoMa2jll 8 E>cptrn Dse } �ml Cm1m1 J �'�w BUILDING CONSULTANTS. ;INC 813.659.9 t 97 N.T.S er: TJt Br: RA we No.: S -2104 r 4 or 2 N rn � o z�?^ -3: X* , *4 •• ••• •• Z Y • • • J Oa WWI ^ q � •: • • • •off r • r5 "" IN7 RI R • O� W� • • ..U-. O SIFT • a • • • 3 fiORIZONTAL CROSS SECTION 4 AT SIDELITE TO BUCK, TYP. PRODUCT REVISED neoapl�eg •iffi 9e Pbrtla NoMa2jll 8 E>cptrn Dse } �ml Cm1m1 J �'�w BUILDING CONSULTANTS. ;INC 813.659.9 t 97 N.T.S er: TJt Br: RA we No.: S -2104 r 4 or 6" _I to , -"i 0 TYP. Iq Ii t . A - M - m n �~ • I i I Typ. I I if ITyp I -i 6° 3° 3" f 6' f_ 3• 3SEE DETAIL K SHT. 5 OOUBLE DOOR ANCHORING OCATIONS OETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 . S 5 o � 0 O PTINOJMB R A GA AINER 'T OLTS iEADER iONAL DETAIL F Hi STRIKE PLATE RgQRiKAL�PITFEFAZE,AAI I RIE A DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 io —1 ao f Ui ro 0 4.21 M M MI L —{ --4` 4° 6` 6" 3° Q TYP. Tvn 3° 3° --{ SEE DETAIL J SHT 5 ❑ 5 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL 5 EMNAL DUML H STRIKE PLATES TO IMPERIAL TYP. ;EE NOTE 6 SHT. 4 D ©' ►— --� I I i 6 TYPI. I -0 3" --I �— 1.. 6" 6" 1-11 1 I- 3" 4.5" 4.5" SINGLE DOOR W /SID I ITCS ANCHORING LOCATIONS SEE DETAIL G SHEET 5 FTTT to n e7 M to •• ••• • •• •.• • .• • .. •• .••••• SEE DETA2 T'" SHEET 5 SEE DETAIL G SHEET 5 33 3. 6" r' 4 3" TYP. ••y�Ua a ° • • ' � M M z. • SEE DETAIL H SHEET 5 - TYP. � M n a 4U I '' -r4 A - M - m n �~ • I i I Typ. I I if ITyp I -i 6° 3° 3" f 6' f_ 3• 3SEE DETAIL K SHT. 5 OOUBLE DOOR ANCHORING OCATIONS OETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 . S 5 o � 0 O PTINOJMB R A GA AINER 'T OLTS iEADER iONAL DETAIL F Hi STRIKE PLATE RgQRiKAL�PITFEFAZE,AAI I RIE A DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 io —1 ao f Ui ro 0 4.21 M M MI L —{ --4` 4° 6` 6" 3° Q TYP. Tvn 3° 3° --{ SEE DETAIL J SHT 5 ❑ 5 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL 5 EMNAL DUML H STRIKE PLATES TO IMPERIAL TYP. ;EE NOTE 6 SHT. 4 D ©' ►— --� I I i 6 TYPI. I -0 3" --I �— 1.. 6" 6" 1-11 1 I- 3" 4.5" 4.5" SINGLE DOOR W /SID I ITCS ANCHORING LOCATIONS SEE DETAIL G SHEET 5 FTTT to n e7 M to •• ••• • •• •.• • .• • .. •• .••••• ASTRAGAL RETAINER BOLT _ 9 HOLES MUST BE DRILLED THROUGH THE THRESHOLD &. INTO THE MASONRY m DEEP ENOUGH FOR A 2" THROW w' -oo DETAIL K SI I DPTIONAL QUAL K Sill �/1%eimrnNc WINOJAMBER ASTRAGAL IMPERIAL ASTRAGAL CONS{1�TANT$, INC RETAINER BOLT HOLES RETAINER BOLT THRESHOLD 9t3s59.9t97 STRIKE PLATE mODUCT RE S" DATE: 09 11/0 1 n eowpy4ngwitR tl:e Plorki� 8m"ceda scKE: N.T.S. I►capnea Ke - E MM. er: TJH cNU. er: RW Bhilsm{ set Coet°el ORAWMC NO.: S -2104 SHT 5 ov 7 FZ- °z U Q IY o 25 w =5� ••y�Ua • • z. • • a 4U I '' -r4 . • • 0 g� c In . • i In 'a o�i •.• o • Lo • 1`F� • ASTRAGAL RETAINER BOLT _ 9 HOLES MUST BE DRILLED THROUGH THE THRESHOLD &. INTO THE MASONRY m DEEP ENOUGH FOR A 2" THROW w' -oo DETAIL K SI I DPTIONAL QUAL K Sill �/1%eimrnNc WINOJAMBER ASTRAGAL IMPERIAL ASTRAGAL CONS{1�TANT$, INC RETAINER BOLT HOLES RETAINER BOLT THRESHOLD 9t3s59.9t97 STRIKE PLATE mODUCT RE S" DATE: 09 11/0 1 n eowpy4ngwitR tl:e Plorki� 8m"ceda scKE: N.T.S. I►capnea Ke - E MM. er: TJH cNU. er: RW Bhilsm{ set Coet°el ORAWMC NO.: S -2104 SHT 5 ov 7 SEE DETAIL °F'" SHEET 5 F=-• SEE DETAIL cc G SHEET 5 SEE DETAIL 0 3" 6° G SHEET 5 Z N 6" 3" 3° 3° 3° 3° >. rn 1 13° 3° I I 3 1 I � 6" � -I L 1- I 6 Z� O N zs TYP. 5 -I TYP. TYP ® n DETAIL TYP J SHT. N O tart 5 aLi is n _ vii SEE DETAIL SHEET 5 ,�^� to ©. in � V a SEE NOTE ' n , - 6 SHT. 4 SEE NOTE _ e - ® • • • • 6. 6 SHT. 4 "� NP. 7 • • • • • • • • • • • • n SEE DETAIL �-� n N P —r t••i•• • �� ~�•••• 8 to K SHT: 5 8 j 11 "� • • • • • si'� m • I TYP. t 1 7YP. t L T_ . �, 1 -I 16 TYF'. p • • • • • z �, o • • 3° I • • • `' o 4.5 °��'iii�� 3' 4.5° •••••• as • r • SINGLE DOOR ANCHORING LOCATIONS • • • • • N F F • • • • •• • DOUBLE F nnnR W/, IDFl ITFS ANCHORING LOCATIONS • • • • • • Y EXTERIOR 30 • • • N g GLAZMG 11ETALL Y in i±t 45 38 t /ODL LITE ERFRAME A� O z Z z EXTERIOR h 2' 45 30 �— 1/8" TEMPERED 46 W W 29 45 48 GLASS n w 29 Z Y EXTERIOR 45 [1/8 " TEMPERED GLASS45 29 z 45 �v N 47 o 0 0 49 29 n 1/8° TEMPERED GLASS 1/4" AIR SPACE 45 2Y 118° TEMPERED GLASS 33 SEE NOTE g ~ 3° AIR SPACE t7 45 rn �eu+LrnNc 3 SHT. 4 �t � • � NSULTPNTS• INC SEE NOTE INTERIOR 0.5" GLASS 813.659.9197, 17 29 50 SEE NOTE 1/8° TEMPERED 17 45 50 10 SHT. 4 INTERIOR l9TTE 10 SHT. 4 GLASS I,tvmo DAM' 09111 08 0.5° GLASS 0.5° GLASS �� score: N.T.S.; BITE S+'ING L1ETAtt INTERIOR WE Ooit t" NSULATED TEMPERED `GLASS G�pZ� pp•eel'b •V�, L>wc. B:: RW 13 NSLu 7E� O TEMPERED GLaS� tMe . TRNITY LRE FRAME TRMTLI' UTE FRAME cwc. e+': RW ORAwttW NO.: tCoatA1 S -2104 ° " . SHEET 6 OF 7 r -- 4.5625" T 1 N _ L Z 1- - T 2 4 WOOD FRAME in 3 39 1.s7• O1 VL LATCH STILE 4.041" y"I I - .125" 6 in L ... T f-- 2.4375• ---I O 1 �`' LITE FRa,ME HP POLYPROPODt YLENE QUTSWING BUMPFACF THR SHOi0 re (THERMOF7L- P6- 30FM0391) LOW PROFIT ' .050" EXTRUDED ALUMINUM O .513" 9 3.0° V F-- 1.75 ": IT G-- 2.sa1" O O TRINITY LRE FRa�IE 46 LUPOY EU -5007 DRILL TRU 112" GLASS FRAME FOR A 18 PFH WOOD DRILL TRU FOR SCREW ZPLCS 357" DLk ASTRAGAL RETAINER BOLTS WINDJAMBER 9 WR68J sTgfKE PI A7F STEEL PLATE 2.375° —j n Mi PO TIONAL 18 IMP_,ERIAL ASTRAGAL .EXTRUDED ALUMINUM 075" WA ASTRAGAL HAS (1) 9.0" L. x .312- DIA. BOLT 0 TOP & (1) 9.0" L. x .312" DUI. BOLT ® BOTTOM 1.67" .25 -� Ix N 2m O1 � it � rJ QZ� DNGr�L&EO O 1.73" R 0 12 W (S 13 tco- DOOR SMUJME CAP BOTTOM .021" ROLL FORMED STEEL 0 IL o •••••• • oo ••• .140" COM O ° G• "1 •• .525" L (2) 8 of" •x .312' 9• 1A. N �Q i — PRESSN W aruc R �) 8 �y312 ga LEGEL O -LON ODS 65 BOLTS 44 TOO ItT II :••:•: V �ko a o + m mp • • •• a t 1.767" j i z �---} 1.013" 6 • • • a • • • I I i ASTRAGAL {y/NQAMB // • ••• x z y �L (WR68J i -6063 EXTRUD MIN �u. • • tD • 48 Imo-- 1 1.875" • • 0 0 I y� g a' � T DIA VARIES W /LOCK USED z IF- 2.521" o Q 7 TRINITY LITE FRAME v v LUPOY EU -5007 a No 1" GLASS FRAME b 7 F WOOD LOCK BLOCK 171* THK CONSULTANTS, tN aO 613.659.9197. a O O e.rpl�rL•wimt•e hw1b D"TE' 09/17/0 odmicaft N r L O 0 Ne 2'1I� a sw.e N.7.5. � pys��LF��: orrG. gr: TJH L�5-2104 RW .097" N�9� Coehot O.: 4x 4 STEEL DOOR HINGE O �' .097" THK. STEEL BY HAGER 7 or 7. • • • • • • • • • • • ^ V\ 1 i •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • •• • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• i . a