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HomeMy WebLinkAboutSUBMITTED PAPERSSt. Lucie Coil J 0 / . D 138 Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 Sc 772-462-1553 BY1-- APPLICATION FOR REPLACEMENT OF e CAeNint�y WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: 1. LOCATION/SITE ADDRESS: %e/7� SG✓�. �,G, r ��, eff 1, 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �✓iG✓/%/�ODOds' 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name: �l�fdGr✓ � 1�/�rt'� FL Reg/Cert #: �-0-45�6 a C.� Address: County Cert #: ,2 r—/ City: oe!2 i e ; i State: Business Name: Cwi✓.s t�!>p �iJ ,Gle � �.•� zip: 3919961 Phone:77z Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 140 mph f-�JV —.rp U Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ ,I.- 9di UQ FEES DUE: O ' 0 c RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in cqwliance V th al a plicab a laws regulating construction zorri PRINT QUALIF S/OWNERS NAME GNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF I,,f C _ 1 ACKNOWLEDGED BEFORE ME THIS DAY OF C�, 20 1 L BY ��-t1 l JYY l l }^�' 1 WHO IS PERSONALLY KNOWN TO ME OR WHO A PRODUCED AS jj] [ION. IJ TF�EFAW VY oao�.sc,aG,nanuozeeeamaaoeoAoeaaa�oso®�o�oeooaL ( T taTER TD BANK e, I. t' D0721555 SIGNATURE OF NdjM!A p TYPE OIL P E OF�.iCIT y019J4--11 FOR DEPOSIT ONLY Exptre TIT13WOW1 WMAI IJpING CORPORATION COMMISSIOtq odda Notary Assn., Inc MCNTCE1;S CONSTRUCTION npuer• �9eu�ceu�oaeemen�c+nv ® °.D. .°W"'� c ST. LUCIE COUNTY Vinyl Siding NOTICE 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 []Attach 2 copies of the N0A or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors;'must be permitted through" the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building activity is taking place.- , 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place., 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: .................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if itisdemonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772).462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Florida Building Code Online 3 V,fanf��+ IYI s mmunity Affairs f I1c 1�t. r� M02_101022_M2,q= BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications , FBC Staff I BCIS Site Map Links Search i "` Product Approval M USER: Public User Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL12590 Application Type New Code Version 2007 Application Status Approved Comments Archived F 1 Product Manufacturer Builders Hardware Inc. Address/Phone/Email 5615 E. Powhatan Ave Tampa, FL 33610 (800)966-7753 jngodwin@bhitampa.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email FILE CO'PY Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Y1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. E/1 Validation Checklist - Hardcopy Received Certificate of Independence FL12590 RO COI CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E1886/E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http ://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgvG4Aty8UaHd... 1 / 19/2011 Florida Building Code Online It 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 05/06/2009 05/11/2009 05/17/2009 06/09/2009 Summary of Products FL # 15Model, Number or Name IlDescription 12590.1 a. Fiberglass Door 11FUp to a TO x 6'8 Glazed "Impact" Fiberglass Single Door (X configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 RO II INST 12590.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.1 for any additional use FL12590 RO AE EVAL 12590.1.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 12590.2 b. Fiberglass Door to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door h a Sidelite (OX or XO configuration) Fwwing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 RO II INST 12590.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.2 for any additional use FL12590 RO AE EVAL 12590.2.odf limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 12590.3 c. Fiberglass Door JJFUp -71 to a 3-0 x 6'8 Glazed "Impact" Fiberglass Single Door with a Sidelite (OXO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 RO II INST 12590.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.3 for any additional use FL12590 RO AE EVAL 12590.3.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 12590.4 d. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door (XX configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 RO II INST 12590.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.4 for any additional use FL12590 RO AE EVAL 12590.4.odf limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 12590.5 e. Fiberglass Door Up to a 6-0 x 6'8 Glazed "Impact" Fiberglass Double Door with Sidelites (OXXO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 RO II INST 12590.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.5 for any additional use FL12590 RO AE EVAL 12590.5.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Back Next hq ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvG4Aty8UaHd... 1 / 19/2011 Florida Building Code Online Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: 0 ® e--i M securitv.%wrnres VVrlslgn , s Trusted YtAlev t http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQN,I- f1vG4Aty8UaHd... 1/19/2011 R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O. Boa 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No.: Date: Product Category: Product sub -category - Product Name: Product Evaluation Report FL-12'59,0 4 May 6, 2009 Exterior Doors Swinging Exterior Door Assemblies Glazed Fiberglass Double Door Inswing/Outswing "Impact" Manufacturer: Builders Hardware, Inc. 5615 E. Powhatan Ave. Tampa, FL 33610 Phone 800.966.7753 Facsimile 813.977.5632 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F. Schmidt, P.E. (System ID # 1998) for Builders Hardware, Inc. based on Rule Chapter No. 913- 72.070, Method l d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No. FL-12590.4 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. b -- Lyndon F. Schmidt, P.E. FL No. 43409 May 6, 2009 PF1423 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base 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 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing. FL-12590.4 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-12590.4 for size and design pressure limitations. Lyndon F. Schmidt, P.E. FL No. 43409 May 6, 2009 PF1423 Sheet 2 of 3 7 \\ Supporting Documents A Drawing 1. Drawing No. FL-12590.4 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests 1. Testing per *ASTM E330-97, and ASTM El996/1886-02 as performed by ETC Laboratories, Inc. and reported in test report ETC 04-944-14757.0, signed by David Kehrli. * State of Florida Product Approval Rule Chapter No. 913-72.180, Equivalence of Standards, equates ASTM E 330-97 to ASTM E 330-02. 2. Testing per TAS 201. 202 and 203-94 as performed by Certified Testing Laboratories, Inc. and reported in test report CTLA 932W, signed by Ramesh Patel; P.E_ 3. Testing per TAS 201, 202 and 203-94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 07-0223-1, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test reports ETC 04-944- 14757.0, CTLA 932W and TEL 07-022'M M. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other Certificate of Participation issued by National Accreditation and Management Institute, certifying that Builders Hardware, Inc. is manufacturing products within a quality :assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL No. 43409 May 6, 2009 PF 1423 Sheet 3 of 3 Builders Hardware nco 5615 E. POWHATAN AVE TAMPA, FL 33610 GLAZED FIBERGLASS DOUBLE DOCO) INSWING / OUTSWING GENERAL NOTES I- This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base 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 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevallion, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - IX buck masonry construction Astragal detals 8 1 Bill of materials, glazing detail & components S a I 74.00" MAX. OVERALL FRAME WIDTH -� i Z Z z 2 = w X � X < 'o > LL- I SfNlNC Ct1R 41Z FRAif t£ DIh1FNStQN.:: iai/ERa11 p L. Si woloS1Cf(t �a1.7435 um i�i:5lGk �'S51.I}? pt73iiJUf' L?5F :.. t ;ffEGA1VE,: INSWING 74.00" x 82.00" 20.50" x 62.75" +50.0 RS Q G1 OUTSWING 74.00" x 80.50" 20.50" x 62.75" +50.0 _50.0 G. BY. AL x. ey. LFS 4WWG NO.: FL-12590.4 >=r I OF J3 l 35.75' MAX. DOOR PANEL WIDTH 20.50"MAX. I di G.L.O. WIDTH I = O ul a O O p X b U —_ O O X 52 Zn Ell 40 DOORPANH EXTERIOR Ikl=DI/1D 2 �I ,. HORIZONTAL CROSS SECTION 42 TOP RAIL CeI. ,PVC -1.58" -►I r BOTTOM RAIL Cellulcr PVC zo -4� REINFORCEMENT WOOD Por locklock T � LATCH S HINGE STILE Cellu:,r PVC a1 LATCH & HINGE STILE Reinfo.•cement INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 2 N.T.S. BY: AL C. BY.. LFS MING Ho.: FL-12590.4 :Er _,L of 8 1-1/4-MIN, EMB.`+(TYP.) - I w ° Ow^ ZZ� �O` 4 1 w Q c, ° 00 ter•' ' _Z 0 � < i 2 4 4 4� 18 X 2 3 X v v 17 4 D 3 5 4 4 4 C SINK (nP-I 1 HORIZONTAL CROSS SECTION 3 Inswing shown - outs -Ming a,so approved EXTERIOR INTERIOR 3 EXTERIOR 3 4 3 INTERIOR QHORIZONTAL CROSS SECTION 3 Insuring shown - outswing also approved i-IM" MiN. EMB. (TYP.) 4 "� HORIZONTAL CROSS SECTION J Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC 0.15" C'SINK - (TYP.) EXTERIOR INTERIOR 3 HORIZONTAL CROSS SECTION �3 J insuring shown - outswing also approved " e o� S Li 2 ro m ♦ < 6 =rw �w , Oa a E i Z. � m o� V� e do a maia m°u o° o 3 E aUj .Z w 00 y g . o J � O m m` it- 0 K N a 1 -1 J4" MIN. EMB- (TYP.) CR a a { ! i M1 ml III w Ow j ! -Z Z 'LE. N.T.S. ar: AL c BY. LFS 1WINC NO.: FL-12590.4 3 of 8 I" MIN. FROM I" MIN. FROM --+-1J,A1ONRY EDGE MASONRY EDGE --� ITYP.) (TYP.) INTERIOR " EXTERIOR VERTICAL CROSS SECTION 4 Inswing shown - outswing also approved INTERIOR EXTERIOR .d .`. ° a O 2-1/Z' MIN. FROM 2-1/7' MIN. FROM �� -- MASONRY EDGE - MASONRY EDGE (TYP.) (TYP.) /31 VERTICAL CROSS SECTION 4 Inswing configuration S z INTERIOR EXTERIOR 2-1 /2" MIN. FROM 2-1 /2" MIN. FROM MASONRY EDGE-- MASONRY EDGE —� (TYP.) (TYP.) r5Q�/ VERTICAL CROSS SECTION \, Shown w! ADA threshold I m o m 2-1/2"MIN. FROM 2-1l2" MIN. FROM n +— MASONRY EDGE MASONRY EDGE = m a ^v (TYP.) (TYP.) _ z --°molga z w m E m u H-• ar o S m c E SV LL mda m°o v° E i u Ilyl[RIVR ChiCRIVR 2 VERTICAL CROSS SECTION q)Shownw/1Xsub-bucksubstitufing concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) 41 VERTCAL CROSS SECTION 4 Ouiswingconfiguraf.on 2 5r°, r. N.T.S. DK@. BY: AL cwc W. LFS 3 DRAWING No, D FL-12590.4 Gc [ slur _�L of 8 Rj _lr 51 91 v ! TYP. HEAD I I MASONRY) &JAMBS II L ry OPENING SEE NOTE 1 I I I I ASTRAGAL II }I - I 2X BUCK SHOWN FOR yl I J < w REFERENCE I I ONLY e u N � Z r II �2o I I' 70 BUCK ANCHORING HINGE JAMB i+4" �6"ice r 5 g do mn �n u Z�� Wm • SEE DETAIL `J�' MASONRY TYP. HEAD & I I �27 U B i mxz o, < o 9 o Cj` OPENING JAMBS 11 a m _-2 `o FRAME ASTRAGAL I I LATCH & DEADBOLT DETAIL ¢ w 0 ' o SHOWN FOR � I � w 2X BUCK_ REFERENCE I I �^ z ONLY I I F SEE NOTE 2 — O 9 No II I �� SEE DETAIL ,� I I N SEE NOTE 2 �U w 30 z� �� cQ zo 10 L =4 ¢� D] FRAME ANCHORING ASTRAGAL STRIKE JAMB Masonry 2X buck construction a mm NOTES: 1. I/4" Elco concrete screws anchoring 2x buck require a minimum 1"clearance to masonry edges, a ) -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at astragal location may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as 'MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" I7W concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers and at astragal location may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. s c O 3 2.09" L DETAIL 2 F SEE NOTE 2 L HOLE 3/8" DIA. DETAIL 1 Inswing configuration HINGE DETAIL HOLE 3/8" DIA. { F }SEE NOTE 2 DEFAIL I Outswing configuration SCALE N.T.S. DWG. BY: AL Dwc. BY.. LFS DIUWM NO.: F--12590.4 sH¢r _�L of 8 HW GE JAMB NOTES: `\ TYP. HEAD & MASONRY JAMBS OPENING -SEE NOTE I FRAME 1 X BUCK- SEE DETAIL „1„ 8 � 1 SEE DETAIL II 71 III I1 i ASTRAGAL SHOWN FOR REFERENCE ONLY �I {I p SEE NOTE I N SEE NOTE I �I FRAME ANCHORING Masonry I X buck construction I. 1/4" RW concrete screws anchoring frame and/or sill require a minimum 2-7/2" clearance to masonry edges, a 7-7/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at astragal location may be adjusted to maintain the minimum edge distance to mortar joints- If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to morarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2, 3/76" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3 s ASTRAGAL STRIXE JAMB SEE t f F 1 SEE NOTE 1 IL -HOLE 3/&' DIA. DETAIL I Inw ng configuration HINGE DETAIL LATCH & DEADBOLT DETAIL DETAIL 2 SEE NOTE I HOLE 3/&'DIA. F SEE NOTE 1 DETAIL I Outswing configuration U x IQ o z Z U T, 5/5 09 z uE N.T.S. c r: ALd�y.fLFS m' d 0 c Er 6 of 5 63 TYP• �. 3. 11.25' 11.25' 19.75" 119" 32.25" 31.5" --- -- - - - -... -- -- 35.75" --- - - - — - 35.25" I 37.75' ASTRAGAL SCREW LOCATIONS 3.99" 0.479 r- - 1 0.478" 1.75'T i Pf" , i m � 00.335'LT o T 00.349 00.168" O 60 ASTRAGAL ��OMCEALEDSTIffEMER s K 1c5 20.000" 62 'UDE80LTROO TYP• fop & bottom of astragal top through 1.98' bottom through 1.98' L. of ¢O w 3o Q �a 6 �y o v> 0 m v om m U rQ z , K � o o � 0 a a - i 1 F o � o o- Z a i o 3 E: 515109 BE: M.T.S. G BY. AL C By. LFS IYNG No.: FL-12590.4 0 0 w .ET 7 of 8 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A I BUCK SG >= 0.55 WOOD 21 POLYFIBER COMPOSITE JAMB POLYFIBER R e B 2X BUCK SG >= 0.55 WOOD 23 #8 X 3" PFH WOOD SCREW STEEL r o a i : = m C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL pro D 1 /4" X 2-3/4" PFH ELCO CONCRETE-SCREWSTEEL STEEL 28 DEADBOLT PLATE _ z E MASONRY- 3,' 92 PSI MIN. CONCRETE CONFORMING TO AC' CONCRETE 30 DOOR SWEEP 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 > ri R a i "^ 31 OUTSWING THRESHOLD BY DLP ALUM. ( WOOD F 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 32 ADA THRESHOLD ALUMINUM a'm m G 3/ 16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD BY DLP ALUM. / WOOD o i o o < H 1/4" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS J 1 J4" X 3-3/4" PFH ITVI CONCRETE SCREW STEEL 41 DOOR SKIN (MIN. 0.075' THICK) PLAST-PRO/NANYA Fy = 11,063 PSI MIN. FIBERGLASS a m d a m o a L It 10 X 2-1 /2' PFH WOOD SCREW STEEL 42 TOP RAIL N 1 /4" X 1-3/4" PFH ITW CONCRETE SCREW STEEL 43 LATCH & HINGE STILE CELLULAR PVC o m 3 ASTRAGAL STRIKE ?LATE n HEAD STEEL 44 REINFORCEMENT WOOD FOR LOCKS CELLULAR PVC 6 ISEALANT SILICONE 45 BOTTOM RAIL WOOD CELLULAR PVC g 7 WEATHERSTRIP FOAM 46 FOAM CORE POLYURETHANE 9 4" HINGE STEEL 47 LATCH & HINGE STILE REINFORCEMENT LVL c, 10 # 10 X 3(4" PFH WOOD SCREW STEEL 51 ODL LITE FRAM w z ALE CIRRUS 100C PASSAGE LOCK STEEL 52 # 10 1-3/4" PFH SCREW ALUMINUM STEEL STEEL �� 3o z 17 YALE CIRRUS lOCB PASSAGE LOCK STEEL 53 GLAZING COPOUND REDI-SEAL BY ODL, POLYMERIC FOAM FOAM��. oo yo KWIKSEf TITAN PASSAGE LOCK STEEL 54 STRUCTURAL SILICONE DOW #.995 SILICONE BHI #902 PASSAGE LOCK STEEL 55 SCREW PLUG w� w dig YALE 820 DEADBOLT STEEL 60 ASTRAGAL 6063-T5 ALUMINUM BY DLP ALUMINUM cz !2 a 18 YALE 83 DEADBOLT • STEEL 61 CONCEALED STIFFENER 6063 T6 ALUMINUM BY BUILDERS HARDWARE ALUMINUM c~ilm o o o KWIKSET TITAN DEADBOLT STEEL 6T SLIDE BOLT ROD BHI #200 DEADBOLT STEEL 63 #8 X 7' PPH SCREW STEEL STEEL a m 20 JAMB FINGER. - JOINT - PINE WOOD a r m -- --- 4S6"---_.__._.y N 4.56" to ul �cl! 4. 5 6 3/4" GLASS BITE cn z g 53 53 54 / 1" OVERALL GLASS THK. 20 HEAD d SIDE Jamb 21 HEAD d SIDE Poly fiberjamb ADA SILL Q 1 /8" TEMPERED GLASS AIR SPACE f 1 /8" ANNEALED GLASS w . 0.090" PVB INTERLAYER r I 4.67' 1 53 53 SAFLEX BY SOLUTIA ` i/8" ANNEALED GLASS ' o Z o b �.J d,Te 5 5 09 -I `4' GLAIING DETAIL Gi sr1s�: N.T.S. QK BY. �S �1 OUTSWING THRESHOLD �1 1NSWiNG THRESHOLD r ;ZINSWING THRESHOLD owkrmaa NO.: Sidelite FL— T 2590.4 s+�r 8 or 8