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HomeMy WebLinkAboutSUBMITTED PAPERS72S 8 DATE: q RECEIPT: I PERMIT 0g 0 4 1 a -r PLANNING & DEVELOPMENT SERVICES DEPARTMENT p BUILDING & CODE REGULATIONS DIVISION ,. 2300 Virginia Avenue Fort Pierce, FL 34982 SC�� `— -- (772) 462-1553 e FQ APPLICATION FOR REPLACEMENT OF /�' CO WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS Uhty & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 1007 Coral St. Fort Pierce, FL 34982 2. PARCEL ID NUMBER: 3403-502-0262-000-1 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: Replacing 8 windows size for size. ii- The homeowner has existing storm panels. It 4. TYPE OF STRUCTURE: SFR X MOBILE HOME OTHER 5. OWNERS INFORMATION Name: Matias and Alexis Zaragoza Address: 1007 Coral St. City: FortPierc Zip: 34982 Email: e State: FL Phone: (772) 801 - 3151 6. CONTRACTOR'S INFORMATION FL Reg/Cert#: CRC046858 County Cert #: 24548 Business Name: The Home DepotAt Home Services J Phone Number: (954) 379 - 1500 Email: [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ U� FEES DUE: 1 l y OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT OWNE OR CONTRACTOR/QUALIFIER NAME SIGNATItRE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF DN Lj 1 ACKNOWLEDGED BEFORE ME THIS P / DAY OF ve 20 , BYE _WHO IS PERSONAT,T.y XNnWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. � �D/ld�t�TiZO/Z. O�YI6� ��TU OF NOTARY TYPE OR PRINT NAME OF NOTARY SEAL TITLE: 'NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: 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. JONATHON ALLSN THOMAS NOTARY PUBLIC cc '� � STATE OF FLORIDA Comm# FF055234 El ®Expires 9/18/2017 Sep 17 2014 18: 27 P' " STAHL 772600801?�P., p. 2 HOME IMPROVEMENT CONTRACT PLEASE READ THIS - Sold, Furnished and Installed by: Branch Name: Miami Date: THD At -Home Services, Inc. d/b/a The Home Depot At -Home Services 674 S. Military Trail; Deerfield Beach, FL 33442 Branch Number: 60 Toll Free 877-903-3768 Fein # 75-2698460, FL Lic # CCC058327. CGC 1507093, CRCD46858 Installation Address: r L & 2w7- City State Zip PDrchaser(s): Wnrk Phnne: Horne Thane• Cell Phnnn- Rome Address: (If different from Installation Address) City State Zip E-mail Address (to receive project communications and Home Depot updates): ❑ I,DO NOT wish to receive any marketing emails from The Home Depot Project Information: Undersigned ("Customer"), the owners of the property located at the above installation address, agrees to buy, and THD At -Home Services, Inc. ("The Home Depot") agrees to furnish, deliver and arrange for the installation ("Installation") of all materials described on the below and on the referenced Spec Sheet(s), all of which are incorporated into this Contract by this reference, along with any applicable State Supplement and Payment Summary attached hereto and any Change Orders (collectively, "Contract"): Job #: anft—d Rdia m) Cnnr Cheatfcl H. P—h—t IgRoofing ElSiding El Windows LJ Insulation $ ❑Gutters / Covers ❑Entry Doors El/S' /p �S Roofing OSiding LM Windows L1 Insulation $ .2 ❑Gutters / Covers []EntryDom ❑ (o C/o Roofing LJSiding Ll Windows L1 Insulation ❑Gutters / Covers ❑EntryDoors ❑ Roofing Lisiding Windows Insulation $ ❑Gutters / Covers ❑EntryDoes ❑ 10% ofContract Amount due upon execution tion of this contract. Certain faults Contract Amount ' $ of payment may require 100%n payment prlor to the start of the project. .Total A5,4,2 Customer agrees that, immediately upon completion of the work for each Product, Customer will execute a Completion Certificate (one for each Product as defined by an individual Spec Sheet) and Fay any balance due. As applicable, each Customer under this Contract agrees to be jointly and severally obligated and liable hereunder. The Home Depot reserves the right to issue a Change Order or terminate this Con=ct or any individual Product(s) included herein, at its discretion, if The Home Depot or its authorized service provider determines that it cannot perform its obligations due to a structural problem with the home, environmental hazards such as mold, aEbestos or lead paint, other safety concerns, pricing errors or because work required to complete the job was not included in the Contract. Payment Summary: The Payment Summary # �JvJ�7�.3 , included as part of this Contract, sets forth the total Contract amount and payments required for the deposits and final payments by Product (as applicable). NOTICE TO CUSTOMER You are entitled to a completely filled -in copy of the Contract at the time you sign. Do not sign a Completion Certificate (note: there is one Completion Certificate for each listed Product as.dermed by individual Spec Sheets) before work on that Product Is complete. In the event of termination of this Contract, Customer agrees to pay The Home Depot the costs of materials, labor, expenses and services provided by The Home Depot or Authorized Service Provider through the date of termination, plus any other amounts set forth in this Agreement or allowed under applicable law. THE HOME DEPOT MAY WITHHOLD AMOUNTS OWED TO THE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OTHER PAYMENTS MADE, WITHOUT LIMITING THE HOME DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCH AMOUNTS. Acceptance and Authorization: Customer agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to the Products and Installation services and supersedes all prior discussions and agreements, either oral or written, relating to said Products and Installation: This Agreement cannot be assigned or amended except by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read, understands, voluntarily accepts the terms of and has received a copy oft ' ment. Accepted by: Suit ed b X X Customer's 34nawv Date Sales Consultant's Signature at X Telephone No. 77s2' 31 -�JO'C' Customer's Signature Date Sales Consultant Licanse No. CANCELLATION: CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRTI TEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING TIM AGRMVIE NT. THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BYLAW IN CUSTOMER'S STATE. (as applicable) NOTICE: ADDITIONAL. TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT b0 Pam Lof2 o6-18-14 While —Branch File Yellow — Custorer Property Appraiser - Stk '.e County, FL Page 1 of 2 PROPERTY RECORD CARD Matias J Next Zaragoza Record: «Prey » Spec.Assmnt Taxes Exemptions Permits Home Print 1 of 1 Property Identification Site Address: 1007 Coral St Sec/Town/Range:09 :36S :40E Map ID: 34/09S Zoning: RS-3 Parcel I D: 3403-502-0262-000-1 Account #: 39249 Use Type: SF Res City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner: Matias J Zaragoza Alexis B WHITE CITY S/D 09 36 40 E 97.23 FT OF Zaragoza W 511.15 FT OF S 105 FT OFN 270 FT OF Address: 1007 Coral St LOT 223 (0.23 AC) (MAP 3 Fort Pierce FL 34982 More... Sales Information Assessment Total Land and Building 2014 Date Price Code Deed Book/Page2014 56600 Land 13600 Acres: 2855 / TRIM: Value: 0.23 7/20/2007 158000 00 �/p 0132 Building Assessed:55318 43000 7/24/1997 54700 00 WD 1091 / Value: 0641 Ag.Credit: 0 Finished 1136 SgFt 0969 / Area: 8/3/1995 68000 00 Wp 2556 Exempt: 30318 2/14/1989 28000 00 Wp 0624 / Taxable: 25000 1436 Taxes: 538.97 BUILDING INFORMATION Exterior Features View: - RoofCover: ExtType: HC- - HC- YearBlt: Grade: C- - C- EftYrBlt: StoryHght: 0010 - 1 Story No.Units: Interior Features SD - Dim Shingle 1990 1990 1 RoofStruct Frame: PrimeWall: SecWall: HP - Hip WS- Wood/Sheath http://www.pasle.org/paslc/prc.asp?prclid=340350202620001 9/19/2014 Design Data Wind Velocity (mph) Risk Category Exposure Category Directionality Factor Internal Pressure Coefficient +/- Replacing 8 windows siq fc 7296438 Building Data 160 Mean Roof Height 12 2 Building Width (ft) 54 D Building Length (ft) 40 0.85 Roof Slope (x:12) 3 0.18 Design pressures listed below are: Allowable Stress OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSIONS WIDTH (INCHES) HEIGHT (INCHES) MAXIMUM POSITIVE PERSSURE (PSF) MAXIMUM NEGATIVE PRESSURE (PSF) 1 AC 12 - SH 5 5 36 50 40.0 -53.2 2 AC 12 - SH 5 5 36 50 40.0 -53.2 3 AC 12 - SH 5 5 18 26 40.6 -54.4 4 AC 12 - SH 5 5 36 50 40.0 -53.2 5 AC 12 - SH 5 5 36 50 40.0 -53.2 6 AC 12 - SH 5 5 36 38 40.6 -54.4 7 AC 12 - SH 5 5 36 50 40.0 -53.2 8 AC 12 - S H 5 5 18 26 40.6 -54.4 Width of End Zone (a) in feet = 4 � STRUCTURES INTERNATIONAL, LLC -P=Wvsmke75tR.e: eti v'zc'v.'r= G'.mtk"� 9/19/201411:52 AM Matias and Alexis Zaragoza, #7296438 1007 Coral St. Fort Pierce, FL 34982 Replacing 8 windows size for size. The homeowner has existing storm panels_ Q 1 Single Hung Window 36" x 50" Living Room FL 14911.21 ... . + i40 0, — 53.2 2 Single Hung Window 36" x 50". Living Room. FL 14911.21 A0.0, "— [ 53.2 13 Single Hung Window 18" x 26" Bathroom FL 14911.21 40.6, —' 54.4 L 4 Single Hung Window 36" x 50" Bedroom FL 14911.21 + 40 0, — 53.2 15 F Single Hung Window 36" x 50" Bedroom FL 14911.21 T 40.0, — 53.2 6 Single Hung Window 36" x 38" Kitchen FL 14911.21 ; ;40.6, — 54.4 17 Single Hung Window 36" x 50" Master Bedroom FL 14911.21 + ',40.0, — 53.2 8 Single Hung Window 18" x 26" Master Bathroom FL 14911.21 + 40.6, .— 54.4 !Line items 1 and 2 are being mulled together using FL 6067.4. Florida Building Code Or' e AC 12 - SH Page 1 of 3 a i FoIfda� a p�.ra BCIS Home ;Log In i User Registration t Hot Topics i Submit Surcharge Stats & Facts j Publications FBC Staff ; BCIS Site Map i Links I Search Busines (ti' .. product Approval . Professi rral £l. l '43 -USER: Public User Regulation Product Aooroval Menu > Product or Application Search > Application List > Application Detail 72 3 ` FL # FL14911-R6 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright ri ckw@rwbl dgconsu Itants. com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 (732)435-1000 Craig Calderonegsi Iverli newi ndow. corn Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. Validation Checklist -Hardcopy Received Certificate of Independence FL14911 Rf COI Certificate of Independence. pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101 / I . S.2/A440 2008 AAMA/WDMA/CSA/101 / I . S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2005 https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGE... 5/19/2014 Florida Building Code Or e E Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page ASTM E1996 ASTM G26 TAS 201, 202 and 203 Page 2 of 3 2009 1995 1994 Florida Licensed Professional Engineer or Architect FL14911 R6 Equiv of standards.pdf Method 1 Option D 03/05/2014 03/06/2014 03/08/2014 04/18/2014 0 0 Page t/ 2 10 0 Model, Number or Name Description 14911.21 u. Series 70 Model 2127 Extruded Vinyl Single Hung Window - Flange Lima s of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 11 Inst_1_4911.21. df A n tside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Desig eb e. Evaluation Reports Other: See INST 14911.21 for Design Pressure Ratings, FL14911 R6 AE Eval 14911.21.1df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911 .22 Iv. Series 70 Model 2127 Extruded Vinyl Single Hung Window - Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 11 INST 14911.22.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 14911.22 for Design Pressure Ratings, FL14911 R6 AE EVAL 14911.22.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911 .23 1w. Series 70 Model 2127 Extruded Vinyl Single Hung Window - Flange Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 11 INST 14911 .23.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 14911.23 for Design Pressure Ratings, FL14911 R6 AE EVAL 14911.23.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911 .24 Ix. S 2900/4900 - M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 11 INST 14911.24.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 14911.24 for Design Pressure Ratings, FL14911 R6 AE Eval 14911.24.1)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.25 ly. S 2900/4900 - M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 If Inst 14911.25.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 14911.25 for Design Pressure Ratings, FL14911 R6 AE Eval 14911.25.1)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 5/19/2014 ry SilverLine0 byAndersen s, W'INOOWS -DOORS SERIES 70 - MODEL 212 7 EXTRUDED VINYL SINGLE HUNG WINDOW w/ or w/ovt FLANGE "NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in complionce with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as rested and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT'this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requ'uing wind bome debris protection this product Is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical elevation, design pressures & general notes . 2 Horizontal & vertical cross sections 3 Horizontal & vertical cross sections 4 Buck and frame anchoring 5 Bill of materials, glazing details & components 53.25' MAX.OVERALL FLANGE WIDTH 52.00" MAX. OVERALL FRAME WIDTH / O p w o � � X LLr zOVER¢L1 r QtfERAI L AIAX; DESIGN PRESSURE (FrSFj< F►ANGE '- FRAINE D Lfl ;GLASS . ft +62.8 "65.0 53.25" x 63.58" 52.00" x 62.50" 47.69" x 28.25" G 53.25' x 74.08" 52.00" x 73.W' 47.69" x 33.50" +55.0 F -60.0 p FL-14911.21 EU _L OF 5 THE MEETING RAIL INTERIOR 1m NOTE I .LOCATE OPERATING SASH LOCKS 7.5' FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #B x 3/4- z SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5' FROM EACH \ ri END OF THE MEETING RAIL, FASTEN WITH (2) #6 x 3/4" SCREWS. ABOVE THE MEETING RAIL EXTERIOR v 25 1 1 1-vVIMIN. 37 BELOW THE MEETING RAIL BELOW THE MEETING RAIL EMB. TYP. HORIZONTAL CROSS SECTION [ $ Shown w/ 2X buck s EXTERIOR I I I �_1' INTERIOR a :vp ✓ . �v y. 1-1/4"MIN. EMB. TYP. 2 VERTICAL CROSS SECTION 2 Shown w/ 2X buck A4 N.T.S. X uc sr LFS Awwo NQ- FL-14911,21 — -2- --A— ry v � a na 1-1/4'"MIN. EMB. TYP. NOTE: 1. LOCATE OPERATING SASH LOCKS 7.S' FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) N8 x 3/4" SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5" FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) N6x3/,"SCREWS. THE MEETING RAIL ABOVE THE MEETING RAIL INTERIOR 26 "v 17 PEXTERIOR G2 Gl 7 15 o O o .. v vall 9 ° 1 22 1 1-I /4"MIN. BELOW THE MEETING RAIL BELOW THE MEETING RAIL 38 EMB. TYP. 1 HORIZONTAL CROSS SECTION 3 Shown w/IX buck FRAME SHOWN w/OPTIONAL FLANGE (TYP. THIS SHEET) e C 3 VERTICAL CROSS SECTION 3 Optional masonry sib VERTICAL CROSS SECTION 3 Optional masonry sill Z i C EXTERIOR a '�a 27 z P 29 26 OS�S$\Idl 9 E G1 G2 INTERIOR o Q �zd o� N C DM W. JK cW_ er. LFS 2 VERTICAL CROSS SECTION DROM ea.: 3 Shown w/ 1X buck FL-14911.21 SW _�L OF_A_ r � 2X BUCK MASONR` OPENINC BUCK ANCHORING MASONRY V MAX. J 2X BUCJ24 1XBUC 2X BUCK TYP. €;' 2X BUCK 23 1X BUCK 24 FRAME — — 2X BUCK FRAME MASONRY —� MASONRY OPENING 2X BUCK 37 OPENING — 1X BUCK 38 2X BUCK 37 TYP• 1 `I° 1XBUCK 36 FRAME ANCHORING FRAME ANCHORING 52" X 73" MAX. 42" X 58" MAX. CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar joints. 2 Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions ore not exceeded. 3. Concrete anchor table: ANCt{OR.:.CI:� _RANCI . — ... G AR4NCE: ; EMBDMENi; TO ADJACENT . ....:5►IE., . ...... _MASONRY TAPCONO ELCO ULTRACON® 1/4" 1.1/4" 1" 4" i ,5 to AM N.T.S. +c. M JK K or LFS AW" No- FL— 14911.21. xEr � of 5 � Iq BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME 452-2611 PVC 2 EXTRUDED PVC SILL #52-2673' PVC 3 EXTRUDED PVC GLAZING BEAD INTERLOCK #52-3557' PVC 4 EXTRUDED PVC MEETING RAIL #52-2907' PVC 5 EXTRUDED PVC TOP LIFT RAIL #52-2949' PVC 6 EXTRUDED PVC BOTTOM RAIL #52-2905' PVC 7 EXTRUDED PVC STILE #52-2905' PVC 8 EXTRUDED PVC GLAZING BEAD KEEPER #52-2317' PVC 9 EXTRUDED PVC GLAZING BEAD VERT. & HORT. #52-2217' PVC 10 OPERABLE SASH LOCK # 12-2241 11 SASH KEEPER #12-2240 STEEL 12 FIXED MEETING RAIL REINFORCEMENT #50-2608 ALUM. 14 LOCK RAIL REINFORCEMENT #50-2609 ALUM. 15 BOTTOM LIFT RAIL & SASH REINFORCEMENT #50-2967 ALUM. 16 WINDOW SCREEN 17 WEATHERSTRIP PRE W/FIN .187 x .270, LOCK RAIL & SASH ULTRAFAB 18 WEATHERSTRIP PILE W/FIN .187 x .230, FIXED MEETING RAIL ULTRAFAB 19 WEATHERSTRIP PILE W/FIN .187 x .150, SILL ULTRAFAB 20 WEATHERSTRIP VINYL BULB .187'x.375" 0 AMESBURY - 22 GLAZING COMPOUND [DOW #1199 SILICONE 23 410 X 2"PPH SMS STEEL 24 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 25 2X BUCK SG >= 0.55 WOOD 26 1 /4" MAX. SHIM SPACE 27 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 29 1 X BUCK WOOD 30 INTERCEPT SPACER STEEL 31 SASH KEEPER #12-5550-030 STEEL 32 OPERABLE SASH LOCK # 12-SK01-100 STEEL 33 TILT LATCH #07-76625 STEEL 34 #8 X I" PPH SMS STEEL 35 SUPERSPACER BUTYL 36 TILT LATCH HP-1 MFG. BY ASHLAND STEEL 37 #10 X 3" PPH SMS STEEL 38 1 /4" X 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 1.16' L 0.91 " � 1.19, I 0.06S' ^ ii-^ji+ 0.065 o 6 EXTRUDED PVC BOTTOM RAIL 4 EXTRUDED PVC MEETING RAIL 7 EXTRUDED PVC STILE 7/1! Duc GI GLAZINGDETAIC 711 12 LOCK RAIL TOP Reinforcement 0 I I► ' I - 0.879" T- �1 LOCK MEETING RAIL Reinforcement . 51T OVERALL GLASS 1/8" ANNEALED AIRSPACE 1/8" ANNEALED 5/B' OVERALL S EXTRUDED PVC TOP LIFT RAIL f 2.67 g� 0.055" Iy clji o �- Optional Flan 1 PVC MAINFRAME lr- 0.82° A o 0 $ jn $* r1 EXTRUDED PVC GLAZING BEAD 0.79" Lo H � asffio v° "�oo EXTRUDED PVC GLAZING BEAD B Keeper 0.79' �J_J_ 0 �1 C) N c S -R 9 EXTRUDED PVC GLAZING BEAD o o o 0.868"-�-»---�{ j 1 al a m a o ( s BOTTOM UFTRAIL & SASH ReInlOfcement 2.69" -►i z m Q e o � Z N ��D wm 10130112 scar: N.T.S. a oar. ar JK Optional Flange aw. er LFS PVC SILL Dmwwo m.i v 2 0 FL-14911.21 OW 5 DF 5 e Florida Building Code Online . Page 1 of 4 AC 12 Mullions Non-HVHZ Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 rickw@rwbldgconsultants.com Authorized Signature Craig Calderone rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL6067_R.4 COI_certifica.te Of Independenc0..pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1715.5.5 http://www.floridabuilding.org/-Dr/pr_app_dtl. aspx?param=wGEVXQwtDgs4Yr43 ec4OR5 ... 7/27/2012 Florida Building Code Online Page 2 of 4 C Product Approval Method Method 2 Option B Date Submitted 12/21/2011 Date Validated 02/02/2012 Date Pending FBC Approval 02/12/2012 Date Approved 04/03/2012 Summary of Products FL # IModel, Number or Name Description 6067.1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for Mullion "Impact" use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R4 II INST 6067.1.odf 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: When used In areas outside the "HVHZ" FL6067 R4 AE E_v_al_6067_l pdf requiring wind-borne debris protection this product Created by Independent Third Party: Yes' complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile.Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.1 for any additional use limitations, design pressure ratings and installation instructions. 6067.2 Series 7537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for �Fb. Mullion "Impact" use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R4 II INST 6067.2.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: When used in areas outside the "HVHZ" FL6067 R4 AE Eval 6067.2.odf requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets"Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.2 for any additional use limitations, design pressure ratings and installation instructions. 6067.3 c. Series 2723 Structural Beam Extruded Aluminum Clipped Mullion for use with impact Mullion "Impact" and non -impact window products In Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R4 II INST 6067.3.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: When used in areas outside the "HVHZ" FL6067 R4 AE Eva[ 60E7.3_pdf requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.3 for any additional use limitations, design pressure ratings and installation instructions. 6067.4 d. Ser[es 2724 Structural Beam Extruded Aluminum Clipped Mullion for use with impact Mullion "Impact" and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R4 II INST 6067.4.1)df ra v �� u ide HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 m act Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N A Evaluation Reports Other: When used in areas outside the "HVHZ" FL6067,_R4.,AE Eval 6067.4.odf requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5... 7/27/2012 Florida Building Code .Online - Page 3 of 4 Zone 4" as defined in ASTM E1996-02. See INST 6067.4 j for any additional use limitations, design pressure ratings j and installation instructions. i 6067.5 e: Series 2728 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R4 II INST 6067.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" FL6067_R4..,AE__E\al 60E.S.p f requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. E 6067.E f. Series 2723 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped i Transom Mullion "Impact" Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6Q67 R4 II INST 6067.6.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: When used in areas outside the "HVHZ" FL6067 R4 AE Eval 6067.6.odf requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. 6067.7 g. Series 2724 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Transom Mullion "Impact" Mullion for use with impact and non -impact window j products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6Q67 R4 II_ INST 6067.j df 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: When used in areas outside the "HVHZ" FL6067 R4 AE Eval 6067.7.odf j requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.7 for any additional use limitations, design pressure ratings I and installation instructions. 6067.8 h. Series 2728 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped i Transom Mullion "Impact" Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R4 II INST 6067.8.odf 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: When used.in areas outside the "HVHZ" FL6067 R4 AE Eval 6067.8.Ddf requiring wind-borne debris protection this product Created by Independent Third Party: Yes complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind j Zone 4" as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. 6067.9 i. Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical Structural Beam Mullion "Impact" Mullion for use with impact and non -impact window products in Masonry -or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6Q67 R4 II INST�C067.9 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes http://www.floridabuilding.oriz/,o app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5... 7/27/2012 "flh/"nrUaner"[io, — Y!N r 01 M" -.� 1) 01 01 I SILVERLINE'DRIVE, NORTH BRUNSWIM NJ 08902 STRUCTURAL BEAM MULLION F n 2724 GE14ERAL NOTES: i. This product has been evaluated and Is In compliance vAth the 2010 Florida Building Code structural requirements excluding the'Tifgh Velocity Hurricane Zone'. 2. When used in areas outside the'HVHT'requHng vAnd bome debris protection this product complies Wfh Seciton 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product mots missile level V and includes Wind ?one 4 as defined in ASTM E1996.. 3.. Wood bucks by others, must be anchored property to transfer loads to the structure and be reviewed by the Building Official. 4. Mullion anchor embedment to base material shag be beyond wall dressing or stucco. 5. Seperate product approvals for each gfazng product used Ath these mullions must be submitted along with this mullion product approval. 6. Anchoring of each glaing product to the mullion shag be as shown in each Individual g!azing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. B. Mullion design pressure rating, see toad rating table sheets 2 and 3 of I .his draWng. 9. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 0. Bounding box dimensions.for geometric transom shapes must be equal to or less than the rectoMular transom dimensions shown herein, TABLE OF COUTE10 SHEErfi DESCRIPTION Typical elevations & general notes 2 2724 mullion load table for concrete screw anchors 3 2724 mullion load table for wood screw anchors 4 2724 mullion section dimensions & onchoriimg Imo— MAX. COMBINED DIMENSION IS 104" 1 MAX..COMBINED DIMENSION IS 104" — - Wl W2 ►� GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT n z 0 IN MAX. COMBINED DIMENSION IS.104" l ---I---If-- W2 GLAZING GLAZING P ODU T (®I PRODUCT MAX. COMBINED _ DIMENSION IS 104" NI =� W2 CUTI I GLAZING O GLAZING GLAZING PRODUCT III PRODUCT TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal mullions depicted herein can be combination mullions or separate structural mullions. Separate structural mullions are covered under separate approval.. FL-6067.4 0 N _, t OF 4 .kTj 3 LQ 133ts r Z NO171nW 3H1 dO 11WA 3H1 IMOHH1 3dnaLOYd JSn1Y SAMOS 'ftO1HSVd SIHI Nl 03Sn 30. NVO 3N1183ATS A8 SMOONUA 03AO8ddV VUfdO11 d0 SNO1103S 3MW 83HLO 1.1gOg_ :roN.Orim as L1Nf171NfU �13S 3HL �0 SON3NIH1 i' AYfn1'VlNltti V '•�lON ONIOVdS' XW4 70 .191 1V ON3 HOV3 WONd „9 Sf 03140-11V ONIOVdS NL31'431SV3 nn1YlXYn 31LL '7VAOUddV IMUMId ONIZV19 7Vd0IN0N1 3H1 NI NAS0N5 SPA3AJ0S OfJ11Rl-d13S 0V3HNVd Rt-9A 31nJJd 'Z '7VA08dONfdc1V�,,_jj �S3SOdN1nd 3N1VbiSn771 2JOd N4 W S1 A131A. 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L'8II VE6 L'80 9001 .Oz Z'99 Z'8S V-09 9"Z9 C99 _ 919 COL 0'EL £'LL L't8 999 RVOS 0'96 „ZL 9'LS r'E9 - r'S4 9'19 8'69 Z'Z9.1 919 1 LY4 r'tiL Y'8L - 0'Ee na I ,.4L Z9 mq ,.85 9V 4V LV 07 8£ 9E D£ at m ..OE 8Z . • HIMA4 AN1UDMI (=FSd) 37SV1 OVO7 NQt77nm mau-NnalonaLs. vuz gwwaA7/S • .LJ' n0U21d ONJIZViO SOn00ild OMZV% z ZM + tM - MUM ANVin8R11 C 11 Z landoad 1on00ad � � ONIZV10 JN(ZVIO 2 L J I �— ZM �� - IM --) r WI W2 � Za GLAZING GLAZING �.n PRODUCT PRODUCT QA IRI6UTARY 14IDTI4 1Y1 + W2 • .. SILVERLINE 2724 STRUCTRUAL BEARS MULLION LOAD TABLE (PSF) ' •' TRIBUTARY WIDTH 28" 30" 32" 3d" 36" 38" 4W' 42" ,id•• 4G" 48" W. 52" 7d" 60.2 83.0 78.4 74A 70.9 77.7 64.8 62.2 59.8 57.5 55.4 53.4 51.6 72" 98.0 _ 90.4 �.--85,5 _ 81.1 77.3 73.0 70.7 07.8 65.1 62.6 1 60.4 58,2 56.2 7W - 100.0 90.7 93.4 68.7 84.5 00.7 77.2 74.1 71.1 68.4 65.9 63.6 61.4 68" 100.0 100.0 100,0 07.2 92.6 88A 84.6 81,E 77.9 74.9 72,1 : 60,0 - - 67.2 66" 100.0 1007 100.0 100.0 100.0 97.1 92.9 89.0 85.5 82.2 - 79.2 76.4 73,7 64" _ 100.0 100.0 - 100.0 100.0 100.0 - 100.0 - -100.0 98.0 94.1 90.5 .! 97. t 84.0 81.1 62". 100.0. 100.0 100.0 100.0 t00.D 100.0 100.0 100,0: 100.0 I 98.2 1 94.1 90.3 86.8 60" 100.0 100.0 100.0 100.0 YOGA 100.0 100.0 100.0 100.0 1 .100.0 1, 100.0 96.4 92.7 66" 100:0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0- 100.0 1 1G0.0 100.0 99.2 56" 100.0 100.0 100.0 100.0 100.0 100,0 100,0 100.0 100.0 i t0a,0 I 1a0.0 tOn.O. f00.0 "1 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 1 100.0 100.0 1- 100.0 100.0 160,0 52" 100.0 100.0 1130.0 100.0 ico.0 100.0 100,0 100,0 100.0 ! 100.0 1 100.0 100.0 100.0 g w, 100,0. 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 1 100,0 100.0 - 100.0 - 100.0 Q 4T' 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ? iCO.0 1 .100.0 100.0 100.0 a 48" 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 1 100.0 100.0 100.0 100.0 100A zi 44" 100,0 100.0 100.0 100.0 100.0 1 f1A1.0 100.0 100,0 100.0 j 100.0 ! 100.0 100.0 100.0 42" 100,0 - 100,0 100,0 100.0. 100.0 100.0 100,0 100.0 100.0 i- 100.0 100.0 1007) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 - 100.0 1GG.G n 1C'0.0 700.0 100.0 100.0 W' 100.0 100.0 - - 100.0 100.0 100.0 100.0 100.0 100.0 100.0 - 160.0- 100.0- - 100.0 100.0 36•' 100.0 100:0 100.0 100A 100.0 100.0 100.0 100.0 100.0 I 1CO.0 100.0 1W,0 100.0 W. to0.a -Aaa.o -i do-n- 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 iG0.0 - 1ot}.0 100.0 100.0 -- 100.0 100.0- 100.0 ic0.0 100.0 100.0 .1C'U.q 30" 100.0 100.0 _ 100.0 100.0 100.0 100.0 100.0 100.0 100.0 _ 100.0 100.0 100.0 100.0 26" 100.0 1011:0 100.0 ! 100.0 100.0 100.0 100.0 100,0 100.0 I 100.0 100,0 " f00.6 7G0.0 28" i00.0 100.0 f00.0 100.0 f00,0 100.0 100.0--100.0 _ _ 100A 1C0.0 1G0.0' 10G.0 1c0.0 M. 100.0 100:0 - Ino 1G0.0- 10tl.0 100,0 100,U 10G.0 100.0 iC�0.a 100.0 '100.0 100.0 --4N1rI . W2� GLAZING GLAZING 3�, PRODUCT PRODUCT d GLAZING. U PRODUCT y �: INSTRUCTIONS FOR USE OF THE MIA_LION LOAD_ TADLls I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3• IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TASLE, LOCATE THE TRIBUTARY WIDTH. .:AT THE INTERSECTION OF THE ROW CONTA114ING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. '�FUR ANCHORING GLAZING PRODUCTS TO THE MULLION, ,ANCHOR SIZE AND SPACING SHALL. BE AS SPECIFIED IN ONE OF THE' -1 FOLLOWING, J. SUBSTITUTE (f FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDMDUAL GLAZING PRODUCT APPROVAL LJJ �o 2. SUBSTITUTE .#8-18 PANHEAD SELF-R1LUNG SCREWS SHOWN oU�� IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM FASTE14ER SPACING ALLOWED IS 6' FROM EACH END AT SECTION THRU NUCLEON ANI1 FRA14E 15' O.C. MAX SPACING: THIS SECTION VIE61' IS SHOWN FOR ILLUSTRATIVE PURPOSES NOTE; A. MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF T14E MULLION. BY SILVERUNE CAN BE USED IN THIS FASHION. I5- N.T.S. 1 BY: FL-6067.4 R 3 of __4 C i Y I, I 110 f N MULI.ICN ANCHOR BRACKFi 2724 MATS: 6063-T6 FOR WOOD SCREW ANCHORING OR MULLION TO MULLION ANCHORING MULLION ANCHOR SRACKU 90-2724 MATS: 6063—T6 FOR CONCRETE SCREW ANCHORING 2"' (8) # 10 x i - WOOD SCREWS ANCHOR TO 2X2_XSTUD OR TO 2X BUCK II� USING #10 X 1-1/2" IU UI WOOD SCREWS I (4) 1/4" X 1-3/4" CONCRETE SCREWS - MASONRY - 3,192 PSI MIN. SEE NOTE 1— CONCRETE CONFORMING TO. ACI 301 OR HOLLOW BLOCK CONFORMING 1F TO ASTM C90 2724 MULLION MAT'L• 6063 - T6 (4) 1/4" x 2-1/4" CONCRETE SCREWS.—\ USING 1/4" X 1-3/4" CONCRETE. SCREWS. SEE NOTE 1 HORIZONTAL TRANSOM MULLION 2723, 2724 OR 2728 (UNDER SEPARATE APPROVAL) (8) #10 X 3/4 III I11 NOTES SHEET METAL SCREWS U UI TYPICAL I. CONCPETE SCREWS ARC, 1/4" ITW BUIL.DEX #8 XNG SCREW MULLION 3/4-4" SELF � VERTICAL CONCRETE SCREWS REQUIRING A MINIMUM TAPPI j 3 Z7� 24-DRAC7C � OF 2- I2"EMSEDIVENT AND 1A MINIMUM ICNENTERLIIMUM EINE DISTANCE DGE E ANCHOR MULLroN r0 ML'LL10M (WOOD SCREW ANCHORING SHOWN) OF 2-1/4": 0 n 'fix W 2 7.0 p� n J QUO `p, 6 v_ v =.'Kpz'oY _ui a'a ©2 a z p 1 z z Gn c t? 0 �Z Zz �7 a NN N x S al m a oe: DWS m gt: LFS 3 S;NC NG: FL-6067.4 a z 4 ae 4 Q