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WS-18-3312 (4)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address _ Permit NO.: WS-10-18-3312 Permit Type: Windows/Shutters rk Classification: Window/Door Replacement issue ate:1.0/30/2018 Parcel Number 1 1201 NE 96 ST, Miami Shores, FL 33138-2553 1132060143830 Contacts Permit,Status: Approved Expiration: 04/29/2019 POL ZAZADZE Owner TRACY FRANKLIN ZAZADZE Owner 1201 NE 96 ST, MIAMI SHORES, FL 33138 1201 NE 96 ST, MIAMI SHORES, FL 33138 Other:3057902785 Other:3057902765 POL ZAZADZE Applicant URBAN KO, INC. Contractor 1201 NE 96 ST, MIAMI SHORES, FL 33138 WALTER SCARFO Other: 3057902785 1800 SW 1 AVE 205, MIAMI, FL 33129 Business: 3054872205 Inspection Requests: Description: REMOVE AND REPLACE BY IMPACT WOOD FRONT Valuation: $ L4,95O.00 305-762�4944 PIVOT DOOR 1 WITH SIDELINES 2Total Sq Feet: Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $9.00 Technology Fee $3.25 Windows/Shutters Fee $80.00 Total: $150.25 Building Department Copy Payments Date Paid Amt Paid Total Fees $150.25 Credit Card 10/30/2018 $150.25 Amount Due: $0.00 In consideration of the issuance to me of this permit, I 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELEGTTiteA-6,,PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAV a i�Fut he foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi 0 Wimore, I authorize the abov me ontractor to do the work stated. _ Authorized Sin e: Owner / Applicant / Contractor / Agent Date October 30, 2018 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING --�aIVED C i' 6te"Y3o2018 c.'0A 1 cl-� 4-1 FBC 20-+ Master Permit NoIc _ 16-16 8,q Sub Permit No. 0S 1 12� ✓JI Z ❑ REVISION ❑ EXTENSION ❑RENEWAL r—IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / CONTRACTOR DRAWINGS V JOB ADDRESS: /20/ /F �� City: Miami Shores County: Miami Dade Zip: 33/g Folio/Parcel#: 11'3206-O/y-383a Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):�,�o9't'iN Zf-Z4-� Phone#: 82-6-6 Z Address: / 0/ /J ( J SAD" City:�t 'P41 5'yyg- /S State: 4— Zip: -3 3 /3 Tenant/Lessee Name: Phone#: Email: u, t . CONTRACTOR: Company Name: V �J� /�� l N e Phone#: -3oS 468 2 - Z2--J Address: /6 O s rn L'T -0 l 0 2 City: 4 f *7-yi State: )r-1- Zip: 3 3 f g j --- Qualifier Name: �ii 72 57C t� Phone#: State Certification or Registration #: CC�C 1SZ 07�� Certificate of Competency #: DESIGNER: Architect/Engineer:C7c.,00P Phone#: 82, 3�. Address: 3t401 .t/L'j 32 City: /"t t A7-{I State: FC Zip: 33 ! ZZ Value of Work for this Permit: $ Y, y S':� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New �&epair/Replace Description of Work: Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bondingpompany'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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 on 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 ,MNER or AGENT The foregoing instrument �_ was acknowledged before me this J day of D—A c�ac20 JF3 by who is ersonally known to me or A has pr1cecP as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Signature _ 4,011ze--, CONTRACTOR The fore oing instrument was acknowledged before me this _ ' %(-., day of OC6)::,� , 20 0 by �� Fd who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: 'Ana Meft Pdwkas Ana Made Pdwiw Seal: NOTARYPUBUC Seal: NOTARY PUBLIC FLORIDA OF FLORIDA STATE OF ARIDA Camndl FF212651 Cantu# FF212651 Expires 3rY=19 4.)E 3J2312o19 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Date Print Name ,. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit 7 plication must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 �l C E a s t ern Engineering Group Wind Load Certificate Project Address: 1201 NE 96 STREET MIAMI SHORES, FL 33138 High Velocity Hurricane Zone - Miami Dade: 175 MPH Building Height: 20 Ft Florida Building Code 2017 & ASCE 7-10 3401 NW 82nd Ave Suite 370 EMI. FL 33122 (305) 59943M infogeasternegxgrn www eastemeg.com •••••• Category II..'..' Exposure G••••• Effective Wind Area (SgFt) Zone 10 20 30 40 Zones 4 & 5 Walls Positive Pressures (PSF) (ASD) 42.6 40.6 39.5 38.7 . Zones 4 Walls Negative Pressures (PSF) (ASD) -46.2 -44.2 -43.1 -42.3 Zones 5 Walls Negative Pressures (PSF) (ASD) -57 -53.1 -50.9 -49.3 i ed Roof Kd = 0.85 • • 50 60 38.1 37.6 -41.7 -41.2 -48.1 -47.1 -Length of End Zone (Zone 5): 0.1 of least building width or 0.4 building height, whichever is smaller but no less than 3 feet -This tables are not be reduced without written permisson by Eastern Engineering Group. t,EltEr,ef'Nef tt .. r'y j r b O i • �, f4tPrepared by:,,?.: ❑ Raises 1�0p&, PE ��1c No: 59399 r11jjSllt ❑ Gonzalo Paz, PE - Lic No: 60733 ❑ Alexis Martinez, PE - Lic No: 80430 Cert. Athorization No: 26655 .000:0 • • • • •••••• •••••• 10-25-2018 • • , ...... ...... .... ...... .goo ••..•• so...... ..... .. .. .... 90 .... . . . . ...... ...... .... .. .. ...... so ...... ...... ...... . . . . .. . •• . .000000 ...... . . . .. . ..�� J.P. CONSULTANT MIAMI, LLC jppermitting@jpconsultantinc.com 305.487.2205 Design Construction Management Glass & Glazing Consultant CUENITNAME: IMPACT PRECIOUS WOOD, INC PROJECT NAME: TRACY ZAZADZE RESIDENCE PROJECT ADDRESS: FOLIO: 1201 NE 96 STREET MIAMI SHORES, FL 33138 11-3206-014-3830 TOTAL GLAZING AREA 66.06 SOFT • • •• S-1 FL27162.1 1 FIXED SIDE LITES L.M.I. 1 16 16 116 O 60.0 65.0 5/16" Lami 4 40.6 44.2 OK D-1 FL276D6.1 1 WOOD PIVOT DOOR L.M.I. 1 50 5o 116 X 66.0 66.0 5/16" Lami 4 40.6 44.2 OK S-2 FL27162.1 1 FIXED SIDE LITES L.M.I. 1 16 16 116 O 60.0 65.0 5/16" Lami 4 40.6 44.2 OK MULL 18-0319.06 2 ALUM TUBE MULLION L.M.I. 1 116 116 0 2x4x116 84.0 84.0 4 40.6 44.2 OK NOTES: Gonzalo Paz, P.E. FLJI60733 C \Users<<';�aer\i?r�pt)or; (i.f. CONSJL' ^:JTR"AM1\1.11. CO"i$t,: ANT M:IAM's shared wor sp; c:e\.1iojr•i+s\14)0 - VkcwTl, shcaes I%uor jAivaioADrawin,-sVN""DOW SCHEDULE FOR. TRACY Pos.de ice 1609 SW 14 STREET, Suite 102 1 Miami, FL 33145 1 T: 305.487.2205 1 jppermitting@jpconsultantinc.com •• • • • ••• • • • • • • • ••• ••• •• • •• • • • ••• ••• • • • • • • • • • • • • •• •• • • • ••• • • • • • •• • • • • • • • • • •• • • ••• r a a I a a , I a I r i t I 1 h i i i h i - Y e I t t 1 { 1 h 1 i 3 k } i i t 1 i Y 4 1 - ( ! d d I i t t f i r { d a d s a 10/24/2018 Florida Building Code Online m BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us BCIS Site Map Links Search d Product Approval dbpr p USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail • • • FL # FL27606 W Application Type New- Code Version Application Status 2017 1 Approved Comments Archived Product Manufacturer Impact Precious Wood Address/Phone/Email 6333 NW 74 AV Miami, FL 33166 (786)222-0427 info@impactpreciouswood.com Authorized Signature Alvaro Giraldo info@impactpreciouswood.com Technical Representative Address/Phone/Email 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John W. Knezevich, PE ✓' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL27606 RO COI IMPACT PRECIOUS WOOD SINGLE PANEL SOLID - GLAZED WOOD PIVOT DOOR DRWG 17-047 COI 18-0628.01.PDF Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDqu4R7gbosCvybzHlZGavYFH6EaRlgLOHGxRwx%2frxA6hyw%3d%3d 1/2 10/24/2018 S Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 07/05/2018 07/19/2018 07/19/2018 10/16/2018 a ..a FL # Model, Number or Name Description 27606.1 ` Single Panel Solid/Glazed Wood Pivot Single Panel Solid / Glazed Wood Pivot Door (Large Missile Door Impact Resistant) Limits of Use ti ' Approved for use in HVHZ: Yes I Installation Instructions FL27606 RO II IMPACT PRECIOUS WOOD SINGLE PANEL SOLID - GLAZED WOOD PIVOT DOOR REV DRWG 17-047.PDF Approved for use outside HVHZ: Yes Verified By: Walter A. Tillit, Jr. P.E. PE 44167 Impact Resistant: Yes — Design Pressure: +66/-66 Created by Independent Third Party: Yes Other: Large Missile Impact Resistant. Max product Evaluation Reports dimensions jointly with max ASO pressure ratings are as per FL27606 RO AE IMPACT PRECIOUS WOOD SINGLE PANEL SOLID - GLAZED WOOD PIVOT DOOR DRWG 17-047 PER 18- sheets 1 and 2 of installation drawings. 0628.01. PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _Qayight 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 mail. 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 click here . product Approval Accepts: MOMW0R M Credit Card Safe https:llwww.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDqu4R7gbgsCvybzHlZGavYFH6EaRlqLOhGxRwx%2fTxA6hyw%3d%3d 2/2 I L I ECO mc. TILLIT TESTING s ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY: 18-0628.01 June 28, 2018 Exterior Doors Swinging Exterior Door Assemblies PRODUCT NAME: SINGLE PANEL SOLID / GLAZED WOOD PIVOT DOOR (LARGE MISSILE IMPACT RESISTANT) SUBMITTED BY: Impact Precious Wood, Inc. 6333 NW 74th AVE. Miami, Florida 33166 tilteco@aol.com FL P.E. License No. 44167 FL E.B. License No. 0006719 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Impact Precious Wood, Inc. based on Rule Chapter No. 61 G20-3, Method Id of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No 17-047, titled " SINGLE PANEL SOLID / GLAZED WOOD PIVOT DOOR (LARGE MISSILE IMPACT RESISTANT)", sheets 1 thru 10 (Including: - 7A and 8A) of 10, prepared by Tilteco, Inc.; signed and sealed by Walter. 4o►: A . Jr., P.E.; dated 6/28/18. This drawing is an integral part of this Evaluatiop, No. 44167 z '; ATE OF �. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax."RY9i'i PRODUCT EVALUATION REPORT NO. 18-0628.01 ? , r t � ' 2.2. TEST REPORTS: Large missile impact and cyclic loading under Florida TAS 201 and 203 Protocols, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with and Protocol TAS 202. Test reports prepared by Fenestration Testing Lab, Reports No. 9888. -2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Product for maximum anchor spacing vs. design wind load and Product Dimensions based on rational and comparative analysis, and in accordance with sections 1616 and 1604 of the Florida' Building Code. Calculations prepared by Tilteco, Inc., dated June 28, 2018, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per Protocol TAS 201. 4. WIND- LOADS- RESISTANCE: Product has been verified to sustain wind pressures. Maximum Product Dimensions and ASD Design Pressure rating shall be as indicated on sheets 1 and 2 of Product Evaluation Document (P.E.D.), Drawing No..17-047. Maximum Anchor Spacing shall be as indicated on sheet 2 of Product' Evaluation Document (P.E.D.),. drawing No. 17-047. 5. INSTALLATION: Shall be performed strictly in accordance with the details indicated on sheets 2, 7, 7A, 8, 8A, 9 and 10 of Product Evaluation Document (P.E.D.), drawing NoA7-047. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 3 thru 6 of Product Evaluation Document (P.E.D.), Drawing No. 17-047. Anchor specifications shall be as indicated on sheet 6 of Product Evaluation. Document (P.E.D.), drawing No. 17-047. PRODUCT EVALUATION REPORT NO. 18-0628.01 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 2, 3A, 36, 6, and 8 thru 12, indicated on sheet 1 of Product Evaluation Document (P.E.D.), drawing No.17-047 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, or outside of HIGH VELOCITY HURRICANE ZONES. 7.3. Product shall only be installed into poured concrete, concrete block and wood structures, as limited and defined on Product Evaluation Document No. 17-047. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). Ng. 441 67 MATE OF ............ sS�aNAL ti� 10/24/2018 Florida Building Code Online RCOPIOA if Business I& ro ess ona eg fat PR HOW ABOuY-OBPR oBPR bIVISION! cOnTAC7 OSPRi Product Approval r db� USER: Public User Product Roroval Menu > Product or ARplication Search > AQolication List > Application Detail • •1• FL # �FL27162 Application Type New �20177 Code Version Application StatusApp�oved� Comments Archived _3 Product Manufacturer Impact Precious Wood Address/Phone/Email 6333 NW 74 AV Miami, FL 33166 (786)222-0427 info@lmpactpreciouswood.com Authorized Signature Alvaro Giraldo info@impactpreciouswood.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL27162 RO COI IMPACT PRECIOUS WOOD, INC. DRAWING 18- 008 COI,PDF Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsiWEgpVG[upB3j°/a2ftCW54XVKrnVWbKXegsRim%2fdzlzGOg%3d%3d 112 10/24/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method i Option. D 05/31/2018 06/18/2018 06/19/2018 08/15/2018 "T 1 FL # Model, Number or Name Description 27162.1 Outswing Casement Windows w/ or_ Double and Single Outswing Casement Windows with or without w/out Fixed Side Lites , Fixed Side Lites Limits of Use _ Installation Instructions Approved for use in HVHZ: Yes FL27162 RO II IMPACT PRECIOUS WOOD, INC. DRAWING 18-008.PDF Approved for use outside HVHZ: Yes _ Impact Resistant: Yes Design Pressure_: +60/-65 Verified By: Walter A. Tillit, Jr., P.E. PE44167 Created by Independent Third Party: Yes Other: Evaluation Reports FL27162 RO AE IMPACT PRECIOUS WOOD, INC. DRAWING 18-008 REPORT.PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cogyfight 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 mail. 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: Credit Card Safe U https://www.floridabuilding.org/pr/pr app_o.aspx?param=wGEVXQwtDgsiWEgpVGlupB3j%2ftCW54XVKrnVWbKXegsRima/*2fdz[zGOg%3d%3d 2/2 zi I L. I ECO INC. TILLIT TESTING S ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. tilteco@aol.com P.E. License PRODUCT -EVALUATION REPORT FL E.D. License No. No 006719 REPORT NO.: DATE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY: 18-0124.01 January 24, 2018 Windows Casement PRODUCT NAME: DOUBLE AND SINGLE OUTSWING CASEMENT WINDOWS WITH;.OR WITHOUT FIXED SIDE LITES SUBMITTED BY: Impact Precious Wood, Inc. 163 West 24t' Street Hialeah, Florida,33010 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Impact Precious Wood, Inc. based on Rule Chapter No. 61 G20-3, Method 1 d of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No 18-008, titled "DOUBLE AND ��'9LE WINDOWS WITH OR WITHOUT Flab f-i I 11(Including 4A, 9A and 9B) of 10, pre rb "te Walter A.Tillit, Jr., P.E.; dated 1/2 $I t1j9�C itJ Evaluation Report. -t; N0.441 67 STATE OF OUTSWING CASEMENT FS", sheets 1 thru 10 p� signed and sealed by r4 integral part of this ri 6355 N.W. 36th Street, Suite 305, Miami, Florida_33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.18-0124.01 2 2.2. TEST REPORTS: Large -missile impact and cyclic loading under. Florida TAS 201 and 203 Protocols, as per section 1626 of the Florida Building Code. Uniform Static loads in accordance with and -Protocol TAS 202. Test reports prepared by Fenestration Testing Lab, Reports No. 4752 and 4560, and HETI Lab Reports # 04- 1923A, 04-1923B. ' 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Product for maximum anchor spacing vs.. design wind load and Product Dimensions based on rational and comparative analysis, and in accordance with` sections 1616 and 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated January 25, 2018, signed -and sealed by Walter A: Tillit;'Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per Protocol TAS 201. 4. WIND LOADS RESISTANCE: Product has been verified to sustain wind. pressures: Maximum Product Dimensions and ASD Design Pressure rating shall -be as indicated -'on , sheets 2, 3; 4; 4A 'and 913 of Product Evaluation Document (P.E.D.), drawing. No. 18-008. Maximum Anchor Spacing shall'be as indicated on sheet 2,' 3, 4, 4A and 9B of Product Evaluation Document (P.E.D.), drawing 'No. `18-008. 5. INSTALLATION: Shall be performed strictly in accordance with the details indicated"on sheets 2 thru 4A, 9, 9A, .9B and 10 of Product Evaluation Document (P.E.D.), drawing No. 18-008. r 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 5, 6, 7 and 8 of Product Evaluation Document (P.E.D.), drawing No. 18-008. Anchor specifications shall be as indicated on sheets 5' of Product Evaluation Document (P.E.D.), drawing No. 18-008. - +�P .ZENS,E No.44167 -o': STATE 0 ` 117*** ••!`�OR1D isS10NAL PRODUCT EVALUATION REPORT NO.18-0124.01 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 2, 3, 5, 7 thru 11, indicated on sheet 1 of Product Evaluation Document (P.E.D.), drawing No.18-008 prepared by Tilteco, Inc.. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, or outside of HIGH VELOCITY HURRICANE ZONES. 7.3. Product shall only be installed into poured concrete, grouted concrete block and hollow concrete block, as limited and defined on Product Evaluation Document No. 18-008. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. "167), President of Tilteco, Inc. (Florida EB-0006719). ,,��i�►'' R N Tl14 jl' 44 Nd. ` c -o STATE OF =�dc�'�•:FlOR10P� '�� MIAMNDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv .Gopi Glass Sales & Services Cbrp. ,7450 NW 41" Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95-16, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, dated 12/05/95, with revision J dated 02/28/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-1116.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. `5, 2 MAWDADE COUNTY 05 � ,...q NOA No. 18-0319.06 Expiration Date: March 28, 2022 Approval Date: May 10, 2018 • Page1 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95-16, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, dated 12/05/95, with revision I dated 02/25/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., verification Test Report No. FTL-5378, dated 10/04/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 06-0210.07) 2. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4.) Large Missile Impact Test, FBC TAS 201-94 5.) Cyclic Loading Test, per FBC TAS 203-94 along with marked —up drawings and installation diagram of two mulled side —by —side series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., Test Report No. HETI-02-1145B dated 04/30/02, signed and sealed by Hector M. Medina, P.E. (For reference only) (Submitted under NOA No. 02-0826.03) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-96-512, dated 02/02/96 signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 99-0331.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 01/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. E-1 _ rZa Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0319.06 Expiration Date: March 28, 2022 Approval Date: May 10, 2018 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated June 12, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0728.04) G. OTHERS 1. NOA No. 14-0728.04, issued to Gopi Glass Sales & Services Corp. for their Clipped, Extruded Aluminum Tube Mullion — L.M.I.", approved on 10/09/14 and expiring on 03/28/17. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No M95-16, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, dated 12/05/95, with revision J dated 02/28/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 02/28/2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t'' Edition (2017), and of no financial interest, dated February 27, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. NOA No. 16-1116.02, issued to Gopi Glass Sales & Services Corp. for their Clipped, Extruded Aluminum Tube Mullion - L.M.I.", approved on 03/16/17 and expiring on 03/28/22. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0319.06 Expiration Date: March 28, 2022 Approval Date: May 10, 2018 E-2 I AR 92953 ID 5054 AA26001202 SEBASTIAN EILERT, ALA, LEED SEBASTIAN EILrxRT ARQ RECTURE, SUSTAINABLE AMiI>f ICTURE • • AND CONSULTING • • • • • • • is13063 SVAW*iCT • • Miami, FforidadB3186 • •••••(305)2!J'5.786 ••••• • • ,VUastian@SebastiVEilert.com0000 • ••••• • ••••• •••• ••••• .•••• I � S.E.A. •• e0ONSOLTANTS: • • • • • �\ F J.P. CONSULTANT MIAMI 305. 487. 2205 Info f JPconsultantinc.com Jose Eduardo Perez, BSBA, RRP EPA LEAD Cer011ed Windows 8 Doors Consultant Project Manager Remodeling 6 New Construction Glass 6 Glaiing Consultant Solar Panel 3 Green Energy PROJECT: Burkhardt Residence Construction Documents 1201 NE 96th Street Miami Shores, FL 33138 DRAWING TITLE: Floor Plans SEAL AR 92953 Proles rumen 005 Burkhardt 16 Data June 7, 2016 Drawn by Author Checked by Checker No. on the. 2 Revuion2 08162016 SHEET NO. A-1 1/4' - V-0" I Second Floor Plan AR 92953 ID 5054 AA26001202 SEBASTIAN EILERT, AIA, LEER SEBASTIAN EILBRT ARQ-II7ECTURE, SUSTAINABL9 AACiHFICCTURE •' • AND CONSULTING • • • • • • • • 13063 SAlp i3rdrCT • • Miami, Florida 493186 • ••••••(305)2-93+-6,86 •••••, • • • iS,elrstian@Sebastia�Eilert.com 41 0000 ••••• • r •••••• •••• ••••• S.E.A. • • ► : • • • • • • 1 • . •OO•eNSIIITANTS: • • • • � ��.ese�eta J.P. CONSULTANT MUUNI 305.487.2205 Info@Jpconsultantinc.com Jose Eduardo Pere:, &SBA, RRP EPA LEAD Certified Windows & Doors Consultant Project Manager Remodeling & New Construction Glass & Glazing Consultant Solar Panel &Green Energy PROJECT: Burkhardt Residence Construction Documents 1201 NE 96th Street Miami Shores, FL 33138 DRAWING TITLE: Floor Plans SEAL AR 92953 Proied mmhmr 005 Burkhardt 16 Date June 7, 2016 mews by Author Checked by Checker Na Drcrt Date 2 nevleion 2 08 16 2016 SHEET NO. A-2 Elevation Schedule 1. Now dcor from door 2. 3. 17 1 II 1/4" -1'-0" 1 South -New J 1/4" = V-0"y West - New TO1+ HL L"_H — — TO REMAIN — FIXEL) I6xl 16 — PSF +40.6 -44.2 FPA: FL27162.1 Pivot Door 50x116 PSF+40.6 -44.2 FPA: FL27606.1 VIAtu 161116 PSF +40.6 -44.2 FPA: FL27162.1� — — — — — — — — — — — — — T.O. Par@ 24' - 0" kj — — — — — — — — — — — —=B.O_T.B 2 22' - 0" — — — — — — — — — — — — — — — — — — — -- Header_2 19, - 0"� Second Floor n 12'' 0" �7 T.O_T.13 1 — — — 10'-13/� Header new T.O.. Para�_e_t� 24' - 0' u 2T.B2' - 0� — — —� T.O.T.13 10'- 1 3/8" Bader new _ Ground Floor 13.28' NGVD�� V-93/88/8-Vv n ID 5054 AA26001202 SEBASTIAN EILERT, AIA, I F SEBASTIAN EIL.Fj2T�TECI'URE, SUSTAINAg CI'URE • • AND CONSULTING • • • • • • •• Miami,Flori a 33186 •• 0009••(305)2fii4*786 ••••• OSebastian@SebastianEilert.com ...... 1 ..S.E.A. ...:: . • •••••• • •• i J.P. CONSULTANT MIAMI 305.487.2205 Info@jpconsultantinc.com Jose Eduardo Perez, SWA, RRP EPA LEAD Certified Windows & Doors Consultant Project Manager Remodeling & New Construction Glass & Glazing Consultant Solar Panel &Green Energy PROJECT: Burkhardt Residence Construction Documents 1201 NE 96th Street Miami Shores, FL 33138 DRAWING TITLE: SEAL Elevations AR 92953 Proiea number 005 Burkhardt 16 Wt. June 7, 2016 or— by Author Chadwo! W Checker No. Dear eon — Data 2 RMelon 2 __-,- 08 16 2016 SHEET NO. A-3 T.O. Parapet ts1 24'0" V _ B.O.T.B�2 22' ------------ Header_2� 199, - D" TO REMAIN Second Floor 12'-0" T.O. Gara a PwWett 11' - 7 3/8. V — — — — — — — T.O-T.�1 � 101-13/8 -------------- TO REMAIN Ground Floor 13.28' NGVD n P-93/8" 7 New FFE - 11.5' NGVD n — — — — — _.Slab 17 1 /4" = 1'-0" North - New ------ ae, ..... :.... . j.. — — — — — — — — — — — — — — — — — — — — — — — — — — — — 22' - 0" V — — — — — — — — — — _ .j — =-`-I'' --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Header_2 ov 1 TO AIN is .O .O --= - I —1' 7. -- _ I - ------ -------�--_-- ---- -------�� _ - - - - - - — - — - — - — - — - �o.I.'e� , '. TO REM AR — — — — — — — — — — -� - --;.`- — — — q. XRA. 3- \ ...ound waWr ll xi Fl� .28' NGVD �� irli11r-93/8"Z! — — — — — — — — — _ 11 131 131 12 2 3 AR 92953 ID 5054 AA26001202 SEBASTIAN EILERT, AIA, LEED SEBASTIAN EILERT ARCHITECTURE, SUSTAINABL�URE • • AND COI ••••• • • • • 13063 SW 13t1iF1 • Miami, Flpiitdd''a 13186 •• •••••e(305)25.3V4JK6 ••••• Cebastian @ SebasbanErlert.com • •••••• •••• ••••• . 11 SIA. • ••••% • g •• • J.P. CONSULTANT MiAMI 305. 487. 2205 IMo@JpconsWtan0nc.com Jose Eduardo Pere; BSBA, RRP EPA LEAD Certltled Windows 8 Dori Consultant Project Manager Remodeling 8 New Construction Glass 8 Gkdng Consultant Solar Parlel 8 Green Energy PROJECT: Burkhardt Residence Construction Documents 1201 NE 96th Sven Miami Shores, FL 33138 DRAWING TITLE: Elevations SEAL AR 92953 Project number 005 Burkhardt 16 Date June 7, 2016 or— by Author Checked W Checker No. Dsaar aan Date SHEET NO. A-4 1. SINGLE PANEL WOOD PIVOT DOOR SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE (FBC). THIS PRODUCT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES OR OUT OF IT. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 & 1609 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATING INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. THIS PRODUCT'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1626 & 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING LABORATORY, INC. REPORT No. 9888 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1616 & 1604 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM (ALLOWABLE STRESS DESIGN=A S D) DESIGN PRESSURE RATING IS: +66.0 Rd.. —66.0 P+f WITH REQUIRED HARDWARE AS PER ELEVATIONS SHOWN ON SHEET 2. 3A. THIS PRODUCT IS APPROVED FOR AIR INFILTRATION. 3B. THIS PRODUCT IS APPROVED FOR WATER INFILTRATION ONLY WHEN CANOPY IS PROVIDED IMMEDIATELY ABOVE THE DOOR LOCATION COVERING THE ENTIRE WIDTH OF DOOR AND PROJECTING OUT A DISTANCE EQUAL OR LARGER THAN THE DOOR HEIGHT, PER FLORIDA BUILDING CODE SECTION 1709.5.2. 4. ALL COMPONENTS SHALL BE AS PER BILL OF MATERIALS ON SHEET 6. 5. WOOD BUCKS BY OTHERS, MUST BE SOUTHERN PINE #2, G=0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE FLORIDA BUILDING CODE, AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. 6. PROVIDE 1 /4" MAX. LOAD BEARING SHIM SPACE (TYP.), WHEN ALLOWED BY THIS DRAWING. 7. ALL DOOR FRAME MEMBERS SHALL BE ANCHORED TO EXISTING STRUCTURE FOLLOWING SPECS INDICATED ON SHEETS 2, 7 & 8 AS APPLICABLE. 8. THIS PRODUCT WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE- 9. PRODUCT MANUFACTURER'S LABEL SHALL; BE PLACED ON A READ LY VISIBLE LOCATION AT FENESTRATION IN ACCORDANCE WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. t,:.... ,'y�Q► ; vtENS No. 441 .o STATE DR, S�ONA, 10. THIS PRODUCT'S INSTALLATION SHALL STRICTLY COMPLY WITH SPECS INDICATED ON THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS ••:••; APPLIED TO. •' ' • 11. ALL DOOR COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING ; • ; SHALL BE SEALED/CAULK TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL ALL AROUND FULL • • LENGTH. • • • 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 5" ° as> TYP. C/8 C78A W_ W 2 W = � Q y = OC C 0 O O O O O X W W W y 0 X (> W Y = CO a N :r � M MJ i I � 25 o "S", SEE ANCHOR c SCHEDULE An TYP. ,) A'/7A 3D ' E/9 i i 17 TYP. a ' M s In C/8 C78A 'AN,SEE 5" CHO ANR IN& 38TYP. SCHEDULE 3,8 TYP TYP. 4'-3 5/8" MAX. DLO WIDTH-- 6'-0 3/4" MAX. DOOR SASH WIDTH 6'-3" MAX. DOOR FRAME WIDTH TYPICAL EXTERIOR ELEVATION TYPICAL EXTERIOR ELEVATION (GLAZED -WOOD DOOR) (SOLID WOOD DOOR, SCALE 1/2-=1'-0- — 'SCALE 1/2.-,._0. �I F SCHEDUW FOR MAX. SPACING FOR _ANCHOR 17 AT JAMBS, HEAD & SILL WSW A.S.D DESIGN CONCRETE PRESSURE RATING (un.rc2Wpsi) 'o WOOD W (PSF) O CONCRETE BLOCK (Min G-0.55) (Min. ASTM 090) ±66.0 8" O.0 6 1/2" O.0 • • • • • • •• •• •• •••••• • • • ••• • • • so • O -O 1••j Ew 0.375" 0.750" 0.3125" ALUMINU in I I1 0. co � 6x 1 0.25' 0.062" r-- SCREW 0 10"O.0 N o 0.060" SOLID NEOPRENE 18 Q—L0N 19 Q�Q� © WEATHERSTRIP DOOR SEA EATHER SEAL NTS NTS NTS Lo t( 3)PIVOT SIDE JAMB (2" A" NOMINAL) -- iA N 0 0.625" © SETTING BLOCK NTS 1��It1,•�� n•.,l �' .• •. sJC. SF'% fS Z, SSN�SQT.A 16 �7 00 N6 P 2" ® PANEL STOP 10 CLADDING FOR WOOD DOOR ►S 6" (FINISHED) .... . W •• • x N N OS FRAME SILL 11 GLAZING BEAD COMPONENTS SCALE 3/8"=1" 71„ I I I I I I I 1 I I I I ELEVATION SIDE VIEW 78n 8 on 0 O_ O (4) #8 x 1 F.H SMS ELM 3A PIVOT DEVICE O BOTTOM RAIL SCALE 3/4'-t' g51, O 0 SIDE VIEW ELM 3B PIVOT DEVICE O SILL_ SCALE 3/4'-1' 23 MODEL JK OS 500 PIVOT SYSTEM COMPONENTS CONT'D. SCALE 3/8"=1" rim 77$„ O mo O _' r%)wo 0 (4) #10 x 1 1/4" ELM F.H SMS 3C PIVOT DEVICE O HEADER SCALE 3/4..J. a112 7Z n I I I 1 I I I I I 1 ELEVATION 77„ p O OO O �(4) #8 x 1 1 /4" ELF! F.H SMS 23D PIVOT DEVICE O TOP RAIL r .SCALE 3/4'-1' D I 25 3 POINT 'LOCK WAQ. (9) #6 x 1 1 /4" F.H SMS 7"0 9"Y 000 ........... ICA A * No. Of �.r�SS'2p !Dp ON L E fill (2) (2) 15 (2 15 11„ VIEW 24 SINGLE SIDE DEAD -BOLT COMPONENTS CONT'D. SCALE 3/8"=1" , BILL OF MATERIALS COMPONENT DESCRIPTION MATERIAL MANUFACTURER NOTES O1 FRAME HEAD /LOCK JAMB ® GLASS DOOR MAHOGANY WOOD G=0.45 MIN. O FRAME HEAD /LOCK JAMB ® GLASS DOOR MAHOGANY WOOD - G=0.45 MIN. 3 PIVOT SIDE JAMB MAHOGANY W000 _ G=0.45 MIN. 4 PANEL STOP MAHOGANY WOOD — G=0.45 MIN. 5 FRAME SILL MAHOGANY WOOD - G=0.45 MIN. © PANEL STOP ® FRAME SILL ® GLASS DOOR MAHOGANY WOOD - G=0.45 MIN. W/ 15 FIRST ®3", BALANCE ® 10"O.C.000000 O PANEL STOP ® FRAME SILL ® WOOD DOOR MAHOGANY WOOD - G=0.45 MIN. W/ 15 FIRST ® 3", BALANCE ® 10"O.C. ® TOP / BOTTOM RAIL &STILE REINFORCEMENT MAHOGANY WOOD G=0.45 MIN. O TOP /BOTTOM RAIL &STILE CORE MAHOGANY WOOD - G=0.45 MIN. 10 CLADDING FOR WOOD DOOR {1/2" THK.) MAHOGANY WOOD _ G=0.45 MIN. CLADDING REINFORCEMENT MAHOGANY WOOD - G=0.45 MIN. 11 GLAZING BEAD MAHOGANY WOOD - W/ 16 FIRST ®2", BALANCE ® 10"O.C. 1© STEEL REINFORCING TUBE ®SASH ASTM A-36 GALV. STEEL _ W/ 5 FIRST � 3", BALANCE � 10"O.C. &WELDED TO TRANSVERSE AT CORNERS. 13 MDF PANELS (3/4" THK.) ENGINEERED WOOD - USED AS CORE ONLY AT WOOD PANEL DOOR ® 9/16" NOMINAL LAMINATED GLASS GLASS _ 1/4" HEAT STRENGTHENED + 0.090" SGP INTERLAYER BY KURARAY + 1/4" HEAT STRENGTHENED 15 #10x1 3/4" F.H. WOOD SCREW STAINLESS STEEL - SPACED 10"O.C. 16 16 GAGE x 1 1/2" FINISHING NAILS STEEL - FIRST ®2", BALANCE ® 10"O.C. 17 1 /4"� ULTRACON ANCHORS AISI 410 SERIES STAINLESS STEEL ELCO CONSTRUCTION PRODUCTS 1 1/2"MIN. EMB. & 1"MIN. ED. INTO WOOD BUCK, 1 1/4"MIN. EMB. & 2 1/2" MIN. E0. INTO CONCRETE BLOCK & 1 3/4"MIN. EMB. & 2 1 /2" MIN. ED. INTO POURED CONCRETE BEYOND ANY FINISH 18 Q-LON DOOR SEAL - SCHLEGEL � QDS 650 Q Q-LON WEATHER SEAL - SCHLEGEL # QEZD 320 ® SEALANT - CLEAR SILICONE - "GE" STOCK # GE0112A SILICONE ©1 GLAZING -CLEAR SILICONE - "DOW CORNING" # 995 SILICONE © CORNER CONSTRUCTION GLUE - - CHEMICAL BOND WW25 Q PIVOT SYSTEM/MODEL JK.05.500 STAINLESS STEEL JNF 23 FASTENED W/ {4 #8 x 1 1/4" FH SMS � NO FASTENING REQ'D. 23 FASTENED W/ (�10 x 1 1/4" FH SMS 2 (4 ® SINGLE SIDE DEAD BOLT POLISHED BRASS SCHIAGE MODEL 8580605 W/ (2) 6 ®OPERATOR & ®® STRIKE 4A #8x1" F.H. WOOD SCREW STAINLESS STEEL — ® 3 POINT LOCK ALUMINUM/STEEL MCM SERIES 701, 3 LOCKING POINTS W/ MIN. 3/4" THROW, W/ (9)#6 x 1 1/4" FH SMS TO STILE ® WEATHERSTRIP ALUMINUM/RUBBER TRADEMARK HARDWARE #6 x 1/2" ® 10"O.0 TO SILL Q . MODEL SKU Z53—OB © SETTING BLOCK — — SHALL-C RLY_ W/ SECTION 241 1.3.3.1 OF THE FLORIDA BUILDING CODE • • • • • • • • •••••• •• • •••• • • • • •••••• •• •••••• 004 • • • ••• • • •. 11 27 20 14 21 1" Min. GLASS BITE `GLAZING DETAIL SCALE 3/8"=1" D FASTENER W/ #8 x 1 1/4" FH SMS ,,��4�Qa,.•,�Cj�N• �"'•.•�•. �= FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) 3 V �2016 rnrEco, INC. SINGLE PANEL SOLID/GLAZED WOOD PIVOT M.L. p1Q. 67 �� DOOR LARGE MISSILE IMPACT RESISTANT DRAWN BY: *� ME C O mc. IMPACT PRECIOUS WOOD, INC. 060ATE 18 L. _ • / / 6333 NW 74 AVE., Ip • ••. �j• �►�' ��/, TIWT TESTING d ENGINEERING COMPANY MIAMI, FL 33166 fass N.W. 36th. Si, sc.. 3os, vwcuat Gxs, Fl. 331e6 PH: (786) 222-0427, FAX: (305) 428-3011 7-047 •... •• G' �.: (3oM)en-15M . I- : (3tt5)87t-tsar "'� • DRAWING No. E8-0006719 icv. No ooegrtta� ott iev. w oeea�na wte t7 P.E. SEAL/SIGNATURE/DATE WFFL RDA Lic. / 44167LUT Jr. E t coMf• 7 is to s SHEET 6 OF 10 - z . (16"LONG ADJACENT T, RIGHT SITE JAMB) 2-Pia z ; kj�.. �. I ,Sotori 0*00 D C ;o R �\ D m E z� m ro i gAm�: 1 :f N o °' am Af o .y�vn5z • • n m A _ Z n r � n = z G� 1.0 A n O 4 �j m w N = (t6" 00 0 LONG 'v = ADJACENT n S R° TO RIGHT -1 > z SITE f z JAMB) a w\/ 4 c 2 a W A ! X C rq f Um C S rn MIN. 2"x8" P.T. WOOD BUCK MIN. 2"x8" P.T. WOOD - BUCK `^ 20 (16"LONG \ ADJACENT TO RIGHT SITE JAMB) r , O �4 U 0. o J n > < p z m MIN. 2"x8" 26 17 P.T. WOOD -� N 0 BUCK SECTION A —A v 4 G rn SCALE 3/8"=1 " f l i N F Z =i— o c j N 20 L MIN. 2"x8" P.T. WOOD BUCK —1N 1i M w (51 3/4" I LONG) (2) 26 17 m �N w SEC �.lO1J:��'.:• SCALE 3/8"=1" • ••• • • • ••• • • • • • • • • • • • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POURED CONCRETE OR CONCRETE BLOCK(REQ'D.)I - 20 (16"LONG ADJACENT T RIGHT SITE JAMB) D rn t= d D m I `, F am 1p py 07oOS� D 2 r c� j o e = (16" - O i x 0 a = LONG ADJACENT n 5 TO RIGHT z o SITE rn r. Z JAMB) N � N�urri %F.0 �/�N 9 C = 2rn 7 c A v + O -1 _ �U 0 4 v R 8 g Nv Z 4. POURED n o m CONCRETE N (REQ'D.) 0 = z mm y o C a 71 D n v m � o 1i"MIN.EMB. AT POURED POURED CONCRETE CONCRETE OR 14"MIN.EMB. AT CONCRETE -CO, CRETE BLOCK BLOCK(REQ'D`) (16"LONG � ADJACENT TO RIGHT SITE JAMB) 20 .�"MIN 1"MIN E.D MIN. 1 %8" P.T. WOOD POURS[ (2) 26 i 7 BUCK CONCRETE SECTION A' -A' (REQ'D.) SCALE 3/8"=1" 1i"MIN.EMB. AT POURED CONCRETE 11"MIN.EMB. AT ,CONCRETE BLOCK MIN. 1 %8" . a P.T. WOOD BUCK (51 3/4" LONG) 1MIN. ?.a"MIN.. 1i::MIN,EIyjB. „x8" E.D ° - - P.T. WOOD i 17 BUCK 26 . . SECT104 ��' �''s •:• SCALE 3/8"=1" • • • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN PJ BUI EWB. 5HIM MIN. 2^x8"J P.T. WOOD BUCK SHIM j� 6'-0 3/4^ MAX. DOOR SASH WIDTH 6'-3" MAX. DOOR FRAME WIDTH- -SIDE SECTION D @ l/3 POINT M|N. 2^xO^ P.T. WOOD | BUCK | , 1j"MIN.EMB. AT POURED +a, CONCRETE • , 11"MIN.EMB. AT CONCRET� BLOCK !a o� 17 �' w , 1 POURECONCRETO 1;, CONCRETE BLOCK REQ'D. 1„ 4 -- SHIM 1j"MIN.EMB. AT POURED CONCRETE 1}"MIN.EMB. AT CONCRET BLOCK POURED CONCRETE OR CONCRETE BLOCK REQ'D. SHIM MIN. 1"x8" P.T. WOOD CONT. Q - (NOTCHED 3/4" TO FIT t17 TYP.) MIN. 1 "x8" TYP. TYP. TYP. —4'-3 5/8" MAX. DLO WIDTH— '-0 3/4" MAX. DOOR SASH WIDTH -6'-3" MAX. DOOR FRAME WIDTH - EXTERIOR SIDE SECTION C'-C' SCALE 3/8"=1" HOLLOW �� HOLLOW 6'-0 3/4" MAX. DOOR SASH WIDTH -6'-3" MAX. DOOR FRAME WIDTH- No. III W/ (g, 1 /3 POINT TYP. A MIN. 1"x8" P.T. WOOD :•. ;BUCK • ..jWIN.E0,, .POURED CONCRETE � • • j 1 "MIN.EMB' 'DONCRElr },••'�OCK ••• • t .. .. .. • 7 Z ; . N ,,POURED 0RNCRETE CONCRETE BLOCK 1„ REQ'D. 4 SHIM MIN. 1"x8" P.T. WOOD BUCK 1j"MIN.EMB. l AT POURED i CONCRETE 1J"MIN .EMB. AT CONCRETE ` BLOCK .� 17 to z_ POURED CA �, %CONCRETE • •' �_�CONCRETE 1 BLOCK " REQ'D. SHIM M O N 3C 1 O i i I i I M O I 0— 9) I I I! W I h l / hI 16 I ILA{ 9 01'M(G-1m.% 111It1 MEME!l::�=V SECTION E-E CAD PIVOT SYSTEM (GLASS -DOOR) SCALE 3/8"=l" 23 W/ FRA 3, W/ FRA 3, SECTION F,WF =`C�l� s��•' PIVOT SYM 16'z WOOD D OF :: ,,�e(ir SCALE 3 f 8"=1�.,�irS'0.....•• NA P.E. SEAL/SIGNATURE/DATE O TYPICAL ELEVATION SINGLE SIDE DEAD BOLT J• • FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) SINGLE PANEL SOLID/GLAZED WOOD PIVOT M.L. 02018 TILTECO, INC. DOOR LARGE MISSILE IMPACT RESISTANT CRAwN T IIL E C IMPACT PRECIOUS WOOD, INC. O6/28/18 DATE: 1Nc. 6333 NW 74 AVE.. MIAMI, FL 33166 PH: (786) 222-0427, FAX: (305) 428-3011 TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36tn. St., SG. 305, VWGa.A GAR0EN5, Fl. 33166 —047 Pto : (305)671-1530 . Fu : (30S)071-1531 ES-0006719 DRAWING No. Tay" No aumm"m 1 DATE 1ev. N. I eesclumm DA1t WALTER A. TILLIT Jr. P.E. FLORIOA Lic. 1 44167 1 7 15 18 ° SHEET 9 OF 10 e . (2) #140" SLOTTED WOOD SCREW W/ 1 1/2" Min. EMBEDMENT C ROM HEAD TO JAMB J •.• 2 "x 1 "x 1 /8" BENT STRAP W/ 8 + ' • •' • • , (3) 3/16"x 1 1/2" LAG SCREWS AT EA. LEG 1 # 14x3" SLOTTED WOOD SCREW • • • • • • ' see , (NOTCH WOOD TO FIT STRAP FLUSH) ./e W/ 1 1/2" Min. EMBEDMENT i • FROM JAMB TO HEAD •�•••� t OOR� �. � 1 ••••• • • • FRAME HEAD -�-� � � I •.••.• ... i ••'••' '.•• 15 •••••• 22 CONT. �// : • • • t§2 �/ . • "x1"x1/8" BENT STRAP W/ FRAME JAMB 3) 3/16"x1 1/2" LAG SCREWS AT EA. LEG NOTCH WOOD TO FIT STRAP FLUSH) p TOP CONNECTION TYPICAL REGULAR FRAME '. _ ggg SCALE: 3/16" 1" 22 ! .� STRAP DETAIL APPLIED AT ALL 8 + O STR .3/16" Dm I MORTISE AND TENON O OR 2 SURFACES Y/ FRAME JAMB (1) #10x3" / WOOD SCREW 22 I � I 5 FRAME SILL CONT. \\ / 2"x1"x1/8" BENT STRAP W/ / E-60XX (3) 3/16"x1 1/2" LAG SCREWS AT EA. LEG \ _ (NOTCH WOOD TO FIT STRAP FLUSH) TYPICAL SASH TOP/BOTTOM CONNECTION (EXTERIOR VIEW) MITERED SCALE: 3/16" = 1" CORNERS INSTALLATION SEALANT NOTE: FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUS BE PROPERLY SEALED WITH SEALANT (2) #14x3" SLOTTED WOOD SCREW W/ 1 1/2" Min. EMBEDMENT ,. ' tR A. ] FROM JAMB TO SILL �� y TYPICAL FRAME BOTTOM CCE SCALE: 3/16" = 1l #14x3" SLOTTED WOOD SCREW �� W/ 1 1/2" Min. EMBEDMENT a * f 44 FROM SILL TO JAMB w 'O � STA1E GENERAL NOTES A SPECIFLCATIO 1. FENESTRATIONS SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE (FBC). FENESTRATIONS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES OR OUT OF IT. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 & 1609 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATING INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. THESE FENESTRATION'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1626 & 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FTL REPORTS No. 4752 AND 4560, AND HEfI REPORTS No. 04-1923A, 04-19238 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM (ALLOWABLE STRESS DESIGN —A S D) DESIGN PRESSURE RATING IS +60 0 psf 65 0 psf WITH REQUIRED —HARDWARE. AS PER ELEVATIONS SHOWN ON SHEETS 2 3 & 4 3. THESE FENESTRATIONS ARE APPROVED FOR AIR/WATER INFILTRATION. 4. ALL COMPONENTS SHALL BE AS PER BILL OF MATERIALS ON SHEET 5. 5. WOOD BUCKS BY OTHERS, MUST BE SOUTHERN PINE #2, G=0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST SUSTAIN LOADS IMPOSED BY FENESTRATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.), WHEN ALLOWED BY THIS DRAWING. 6. ALL FRAME MEMBERS SHALL BE ANCHORED TO EXISTING STRUCTURE FOLLOWING SPECS INDICATED ON SHEETS 2, 3, 4, 4A, 9, 9A & 9B AS APPLICABLE. 7. THESE FENESTRATIONS WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE 8. FENESTRATION'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION AT FENESTRATION IN ACCORDANCE WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 9. FENESTRATIONS INSTALLATION SHALL STRICTLY COMPLY WITH SPECS INDICATED ON THIS +f,•• A' PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PE •• APPLIED TO. .0 _ •'AGE IO t% SWE ' 9pc�• • /2,OR10P.. ccssONAi.E� . 0 0 • 10. ,ALL FENESTRATIONS COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH Jk".. • BUILDING SHALL BE SEALED/CAULK TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL Aj4, tVQUND FULL LENGTH. 11. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFbWATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.• •; • •; , • • • •• •• ... (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION -INEtFIDING • LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVATE FROM • THE CONDITIONS DETAILED ON THIS DOCUMENT. 'CONSTRUCTION SAFETY AT SITE IS THE CONTRAOTOR'S RESPONSIBILITY. • • • (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA Vees: I 9'-3 S (M II A/9 II B/9 2O (TYP) � D.L.O.H. " (Max.) 160is 18 2'-�1 D.L.O.H. 1 (Max.) (TYP.) 16 OR 16A 4A 5/8" S.W. S.W. �( ax.) Mix.) x.) 16 OR _ ' / 1� C/ O.L.O.W. (Max.) D.L.O.W (Max.) 4A OR 9" D.C. (TYP.) ` i� / f / j /� 16 6A 10 1/2" -- 9" O.C. 1 I (TYP.) 6'-0" F.W. (Max.) II A/9 II B/9 REGULAR OUTSWING CASEMENT WINDOWS (XX) PREFIX LEGEND: — F.W. FRAME WIDTH — F.H. FRAME HEIGHT — S.W. SASH WIDTH — S.H. SASH HEIGHT — D.L.O.W. DAYLIGHT OPENING WIDTH — D.L.O.H. DAYLIGHT OPENING HEIGHT — P.F.H. : PARTIAL FRAME HEIGHT NO 9'1 -8" F.H. (Max.) 8'-10 S.H. I (TYP.) 3/8" (Max.) _ C/9 -C/9 9" O.c - (TYP-) 4'-10 1/2" L 10 II A/9 II B/9 II A/9 II B/9 20 3.- . � � O � • • • P.F.H. • • • (MRm•� �f• • D 6" 7'-6 1/8" • • "• sop* 2'-1 1 P.F.M. D.L.O.H. (Mox.) 7'-6 1/8" (Max. 2'-11" D.L.O.H. (Max.) • • • 41�R D.L.O.H.�Max.) ) � � 7" D.L.O.H. (Max.) I,/ # • is•• •• • 6• TYP. 40R�@ i' ; . • • • �.. . /i ( ) 16 OR 16A �" —1 16 , R 4A 2'-1 1/4" 17" o.c. 4/� 2'-„� ,,4 0177.o.c. S.W. Ma ) M x. 18 r� S.W. Max.) X. • 16 aR 16A (F.H.) (TYP.) ` j 6 OR gA ' �•«� Maz. i ' • • 8'-10 3 8" �j •• • S.H. _ -0" (Mox.) _ / 7'-6" D.L.O.W. (Max.) -1t" P.F.H. —D.L.O.W. (Max.) P.F. ,, H. C (Max.) C/9 , (Max.) .L O.W. (Max. /9 D.L. .W. W. (Max.) C/ I 4A / 4,-10 I1/2" 9" D.C. 4A Ir' 4'-10 \� 16 OR 6A AF10 1/2 ; 10 1/z' 10 1/2" i =-9" O.0 J L6" (TYP.) 6.-0. F.W. (Max.) II A/9 II B/9 FULL ARCHED OUTSWING CASEMENT WINDOWS (XX) INTERIOR ELEVATIONS 1 MAX. (A.S.D.) DESIGN PRESSURE RATING: DOUBLE CASEMENT WINDOWS WITH THREE POINT CREMONES77 20 ��,+,+� �••�''.'., POSITIVE 60 psf wr t�•- NEGATIVE 65 psf>�� NS'�C'•� • 167 i $ATE OF TONAL , P.E. SEAL/SIGNATURE/DATE u u (TYP.) 6'-0' F.W. (Max.) II A/9 II B/9 ELLIPTICAL OUTSWING CASEMENT WINDOWS (XX) FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 02018 TILTECO INC. DOUBLE & SINGLE OUTSWING CASEMENT M.L WINDOWS W/ OR W/O FIXED SIDELITES DRAWN BY: IL EC O INC.DATE:EIMPACT PRECIOUS WOOD, INC. 1/24�: TILLIT TESTING163 WEST 24 ST. .. ENGINEERING COMPANY HIALEAH, FL 33010 BSSS N.W. 76th. SL, St.. 305 - MGMGNiDENS, FL 331e6 Pho (J05) $71-1530 , 1. : (305) e71-1531 PH: (786) 222-0427. FAX: (305) 428-3011 1 8-008 e-mail: tiltecooaol.com DRAWING W EB-0006719 GATE RlY DATE WALTER A. TILLIT Jr.. P.E. 1 3 FLORIDA Lic. 44167 2 4 SHEET 2 OF 10 19 -3 5/8" S.H. (Max.) A'/9 B79 I, A'/9 I' B'/9 REGULAR OUTSWING CASEMENT WINDOWS (XX) PREFIX LEGEND: — F.W. FRAME WIDTH — F.H. FRAME HEIGHT — S.W. SASH WIDTH — S.H. SASH HEIGHT — D.L.O.W. DAYLIGHT OPENING WIDTH — D.L.O.H. DAYLIGHT OPENING HEIGHT — P.F.H. : PARTIAL FRAME HEIGHT 9'-6. F.H. (Max.) 8'-10 3/8" S.H. (Max.) g" ' A'/9 I' A'/9 I' B'/9 FULL ARCHED OUTSWING CASEMENT WINDOWS (XX) INTERIOR ELEVATIONS N.T.S. MAX. (A.S.D.) DESIGN PRESSURE RATING: DOUBLE CASEMENT WINDOWS WITH (4) CREMONE SURF CE BOLTS 21 4+�'�Ql p;..,; •r y�y + 3 POINT LOCK 19 O �i.••'•C> • .�9 POSmVE J 60 psf : • NO.6i NEGATIVE 65 psf • i� P.E. SEAL/SIGNATURE/DATE 9'-0" F.H. (Max.) 8'-10 3/8" S.H. (Max.) _ A'/9 1/ a'/s 1� e'/s ELLIPTICAL OUTSWING CASEMENT WINDOWS (XX) • ...... I•_D" , FiFi ...... Alai} • • FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 02018 TILTECO INC. DOUBLE & SINGLE OUTSWING CASEMENT M.L �-\ WINDOWS W/ OR W/O FIXED SIDELITES DRAWN By: IL EC O �ttc. IMPACT PRECIOUS WOOD, INC. 1/24/18 11LUT TESTING #ENGINEERING COMPANY 163 WEST 24 ST. DATE: 1 8-008 6355 N.W. 36t1,. St, Ste. 305 - �Nu G0MD 1% Ft. 331W Plwoe : (M) 571-15M . I.: (305) a71-1531 HIALEAH, FL 33010 PH: (786) 222-0427. FAX: (305) 428-3011 e-mail: tilteco®aol.com EB-0006719 DRAWING N' OMCRVDON DATE REV DESCPoP11aN DATE WALTER A T1WT Jr.. P.E. FLORIDA Lie. 44167 1 3 SHEET 3 OF 10 2 4 - 21 U22 (TYP.) D/9 4'-10 1/2" 19 10 F A'/9, B'/9 2'-11" j .. S.W. (Max.)--7 /o -, D.L.O.H. (Max.) 16 ,ORI 16A ; OPTIONAL) V-11"— D.L.O.W. (Max.) - 16 OR 16A 4 OPTIONAL) 16 OR 16 f 9'-8" F.H. (Max.) qj 5' max. _ /q Max. II � i 18 TYP . D/9 22 (TYP,) 9'-315/8" 9" C.C. S.H. (TYP.) (Max.) i ;w (19 D/91— 1 3' —5 1 /8„ C 1 10 1/21 L I 10 1, 3'-0—O' F.W. (Max.) _�j I' A'/9, B'/9 SINGLE REGULAR OUTSWING CASEMENT WINDOWS W * 8'-3" MAX. D.L.O W/O PREFIX LEGEND: — F.W. FRAME WIDTH — F.H. FRAME HEIGHT — S.W. SASH WIDTH — S.H. SASH HEIGHT — D.L.O.W. DAYLIGHT OPENING WIDTH — D.L.O.H. DAYLIGHT OPENING HEIGHT — P.F.H. : PARTIAL FRAME HEIGHT I' A'/9, B'/9 2'-11' .W. (Max.) 2'-11" * • D.L.O.H. (Max.) ,16 OR 66 4OPTIONAL) —1'-11"— D.L.O.W. (Max.) 16 R 16A 1 �4A OPTIONAL) 16 OR 16 r� 6" 17" o.c. 9'-0" F.H. (Max.) D/9 7'-s" (Max.) 10 1/2" 21 ff:('Ty'p3)'-L6,•-0" F.W. (Max.) I/ A'/9 , B'/9 SINGLE FULL ARCHED OUTSWING CASEMENT WINDOWS W * 7'-6 1/8" MAX. D.L.O W/0 MAX. (A.S.D.) DESIGN PRESSURE RATING: SINGLE CASEMENT WINDOWS WITH i (2) CREMONE SURF CE BOLTS 21 + 3 POINT LOCK 19 POSITIVE 60 psf NEGATIVE 65 osf MA 21 22 (TYP. ) 9'-3 5/8" 9•• O.C.S.H. (T,P.) (Max.) ID/9 �-- 3'-5 1/8'. 19 10 1/2' I 1 A'/9, 8'/9 2'-11" W. (Max.) 1 2'-11" * \ D.L.O.H. (Max.) I 4 4A OPTIONAL) —1'-11"— D.L.O.W. (Max.) 16 r R 1.6A 9 OPTIONAL) ,16OR16 21 3'-0" P.F.H. (Max.) 22 16" i� (TYP.) � JI 9' O.C. 18 ! 9'-3 5/8" (TYP.) L_ (TYP.)1 9 —o (Max.) F.H. (Max.) D/9 10 D/9- 6' P.F.H. (Max.) 3'-5 1/8" 17 X. 10 1/2" 21 ff�i-L_ —0" F.W. (Max.) I ' A'/ 9, B'/9 SINGLE 112 ARCHED OUTSWING CASEMENT WINDOWS W * 7'-6 1/8" MAX. D.L.O W/0 T IN 1 A'/9, B'/9 i.W. (Max.) I • • • M 2'-11" * D.L.O.H. (Max.) 4 4A OPTIONAL) D.L.O.W. (Max.) 16 OR 16A 4OPTIONAL) 16 OR 16A •• • ••• • .••••'d •••11-6' '•.•P.�.H. 00 000 6 • • ••• •••• • 17 o.c. 9' 101 Max. F.H. I ( (Max.) F.H. (Max.) i D/9 18 (TYP.) 10 I1 /2" 219• a.c.l` 16"J (TrP.) 3'-0" F.W. (Max.)- 1/ A'/9, B'/9 SINGLE 1 Z2 ELLIPTICAL OUTSWING CASEMENT WINDOWS W /8" MAX. D.L.O W/0 4A '•J�ENS No. 44 67 �? FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) *� *, 02018 TILTECO INC. DOUBLE & SINGLE OUTSWING CASEMENT M.L WINDOWS W/ OR W/O FIXED SIDELITES DRAWN By. •.�2pR P••• •�•�•""• •• �� 3/ IL EC O omc. TILUT TESTING do ENGINEERING COMPANY IMPACT PRECIOUS WOOD, INC. 163 WEST 24 ST. 1/24/16 DATE' SS�ON ."• ��'•�+rrrti *�" 63M N.W. 361h. SL. St.-305 - V6AGLMA aumrrs. F1 33166 ft— : (305) 671-f5M . 1.: (303) 8r1-1531 tilteco0cal.com HIALEAH, FL 33010 PH: (786) 222-0427. FAX: (305) 428-3011 1 8-008 e-mail: EB-0006719 ESC DWnON DATE REV DESCRIPTION 4AiE DRAWING M P.E. SEAL/SIGNATURE/DATE 11TRIDA (lc 44167E p 3 4 7tSHEET 4 OF t0 22 9'-3 5/8" S.H. (Max.) D/9A A'/9A, 2'-11 fir) D.L.O.H. (Max.) ,16 OR� 16A 4 OPTIONAL) — V- i i "— D.L.O.W. (Max.) �16 R 1,6A 4OPTIONAL) 16`OR 16A B'/9AN * A'/9A, B'/9A * A'/9A, 13'/9A * A'/9A, 13'/9A 2'-11" 2'-1 i" 2'-11" I S.W. (Max.) : ••• W. (Max.) � S.W. (Max.) � •• • 1 •••••• 9'' 8" i 1 ,_6,. F.H. ( Mqx. (Max.) 2'-11' * D.L.O.H. Max.) 6" 7" 16 OR 16A \� r _'w D/9A � Iom NMI� 9 (TYP.) 3'-0" F.W. (Max.) I' A'/9A, B'/9A REGULAR SIDELITE/FIXED WINDOW_ S .(0) * 8'-3" MAX. D.L.O W/O PREFIX LEGEND: — F.W. FRAME WIDTH — F.H. FRAME HEIGHT — S.W. SASH WIDTH — S.H. SASH HEIGHT — D.L.O.W. DAYLIGHT OPENING WIDTH — D.L.O.H. DAYLIGHT OPENING HEIGHT — P.F.H. : PARTIAL FRAME HEIGHT 9'-3.5/8" S.H. (Max.) D/9A 9" o.c. (NP-) EM D.L.O.W. (Max.) 16 O�16A �� 4A OPTIONAL) •,16 OR 16A F.H. D/9A } (Max.) 7'-6" (Mox.) 10 1/2" 9" o.c.l 6" " O.) 3'-0" F.W. (Max.) * A'/9A, B'/9A FULL ARCHED SIDELITE/FIXED WINDOWS (0) * 7'-6 1/8" MAX. D.L.O W/O CA)] MAX. (A.S.D.) DESIGN PRESSURE POSITIVE / 60 psf NEGATIVE - 65 psf �,X . (TYP.), 9'-3 5/8" 9.. S.H. (TYP.) (Max.) � 1 D/9A - ME i 2'-11" * D.L.O.H. (Max.) 4OPTIONAL) —1'-11" D.L.O.W. (Max.) �16 R 16A 4OPTIONAL) \16 OR 16 1'r r,r 3'-0" P.F.H. (Max) 22 i (TYP.) �\ 9,_0" F.H. _ (Max.) D/9A 6' '0" P.F.H. (Max.) I 10 1/2" L 6" (�J 3'-0" F.W. (Max.) 1' A'/9A, B'/9A 1/2 ARCHED SIDELITE/FIXED WINDOWS (0) * 7'-6 1/8" MAX. D.L.O W/O Cl 9'-3 5/8 (Typ ) S.H. I_ (Max.) D/9A 10 1/2 2'-1i" * D.L.O.H. (Max.) 9 OPTIONAL) D.L.O.W. (Max.) 16 R 16A /4A OPTIONAL) 16 OR 16A 7' ' 6" - _ P.F.H. D/9A (Max) 10 11/2" ��_'OL" s" I F.W. (Max.) 1� A'/9A, B'/9A 1/2 ELLIPTICAL SIDELITE/FIXED WINDOWS (0) * 7'-6 1/8" MAX. D.L.0 W/O 4A • • +.: Moo. .A1 'r * FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) �t`� 02018 TILTECO INC. DOUBLE & SINGLE OUTSWING CASEMENT M. WINDOWS W/ OR W/O FIXED SIDELITES DRAWN BY: scfAlE /7iLrEC O imc. IMPACT PRECIOUS WOOD, INC. 1/24/18 ..• • TILLR TESTING A ENGINEERING COMPAMr 163 WEST 24 ST. DATE: ��FSSIONA &US N.W. 36th. St, St.. ]a8 - VAQ fdRDENS, Fl. 3 3168 HWFAH, FL 33010 ,�•'�• Ph— : (305) 6n-15M , Fa.: (303) 871-1531 PH: (786) 222-0427, FAX: (305) 428-3011 1 8-008 e-mail: tiltecoocol.com DRAWING N• EB-0006719 EV N1 DESC wnDN I DATE IREV DFSCRIPIIGN IDATE P.E. SEAL/SIGNATURE/DATE WALTER A. TILLIT Jr., P,E. 1 3 SHEET 4A OF tO FLORIDA Lie. 44167 2 4 BILL OF MATERIALS ITEM ill REQ'D. DESCRIPTION SIZE MATERIAL & REMARKS 1 1 FRAME HEAD 1.78" x 6.09" MAHOGANY WOOD 2 1 FRAME SILL 1,92" x 6.125" MAHOGANY WOOD 3 2 FRAME JAMB 1.78" x 6.09" MAHOGANY WOOD 4 2 TOP RAIL 2.25" x 6.125" MAHOGANY WOOD 4A 1 INTERMEDIATE RAIL 2.25" x 4.715" MAHOGANY WOOD 5 2 BOTTOM RAIL 2.25" x 6.996" MAHOGANY WOOD 6 2 HINGE STILE 2.25" x 6.125" MAHOGANY WOOD 7 1 LOCK STILE 2.25" x 6.841 " MAHOGANY WOOD ® ACTIVE 8 1 ASTRAGAL LOCK STILE 2.25" x 6.541 " MAHOGANY WOOD 0 IN —ACNE 9 AS REQ'D. MAHOGANY WOOD BEAD 7/8" x 1" ATTACHED TO SASH W/ 16 gage x 1 1/2" FINISHING NAILS SPACED AT 2" FROM CORNERS & 10" o.c. 11 AS REQ'D. CLOSED CELL FOAM STRIP 1/2" x 5/8" FOAM TAPE FULL LENGTH OF SILL 12 1 THRESHOLD (DOOR STOP) MAHOGANY 3/4" x 4" x 6'-2 1/4" LONG. ATTACHED TO SILL W/ # 8 x 1 1/2" F.H. WOOD SCREW FIRST 6", ® 20" O.C. 13 AS REQ'D. Q—LON DOOR SEAL AT FRAME PROFILE 5/8" w x 1.00" h SCHLEGEL # QDS 650 14 AS REQ'D. Q—LON WEATHER SEAL AT SASH PROFILE 3/8" w x 5/8" h SCHLEGEL # QEZD 320 15 AS REQ'D. SEALANT — CLEAR SILICONE FRAME & FASTENER INSTALLATION SEALANT "GE" STOCK No. GE012A 16 AS REQ'D. 1/2" (NOMINAL) IMPACT RESISTANT LAMINATED GLASS 0.470" Min. THICK = 3/16" TEMPERED + 0.100" INTERLAYER + 3/16" TEMPERED INTERLAYER CONSIST OF SAFETY —PLUS II LAMINATED GLASS BY GLASSLAM NGI INC. W EDGE PET FILM 16A AS REQ'D. 1/2" (NOMINAL) IMPACT RESISTANT LAMINATED GLASS 0.470" Min. THICK = 3/16" TEMPERED + 0.100" INTERLAYER + 3/16" TEMPERED INTERLAYER CONSIST OF UVEKOL S LAMINATED GLASS BY SMITH MOUNTAIN, INC. 17 AS REQ'D. GLAZING — CLEAR SILICONE 7/8" WIDE & 1/8" THICK "DOW CORNING" No. 995 SILICONE 18 AS REQ'D. STEEL HINGES W/ POLYESTER COATING 3 1/16" x 6 1/4" x 1/8" HERRAJE SIDANEZ, S.A. # AR06, WITH (8) #10x1 1/2" WOOD SCREWS (5) REQ'D/LEAF AT FULL ARCHED/ELLIPTICAL WINDOWS & (8) REQ'D/LEAF AT REGULAR WINDOWS 19 1 3 POINT LOCK WITH BRASS KEEP SET 45 mm B.S. FULL HEIGHT SCHLEGEL SL-16 LOCK —STAINLESS STEEL 20 2 FABHERR THREE POINT CREMONES FULL HEIGHT STEEL W POLYESTER COATING 21 2/SASH CREMONE SURFACE BOLT Min. 12", 22" LONG 12" LONG ® BOTTOM, 22" LONG ® TOP 22 AS REQ'D. FRAME INSTALLATION SCREWS 1/4" F.H. TAPCONS W/ 1 1/4" Min. EMBEDMENT INTO CONCRETE OR BLOCK & 1 1/2- INTO WOOD. ELCO CONSTRUCTION PRODUCTS, SPACED AT 9" o.c Max. STARTING AS SHOWN ON ELEVATIONS EACH WAY FROM CORNERS MIN. EDGE DISTANCE = 2 1/2" INTO CONCRETE OR BLOCK & I" INTO WOOD 22A AS REQ'D. FRAME INSTALLATION SCREWS 1/4"0 x 2 1/2" TEK SCREW W/ 1/2" MIN, PENETRATION TO METAL MULLION ITW/BUILDEX TEK SCREW (AISI 401 SERIES) W/ 1" MIN. ED. 24 AS REQ'D. CORNER CONSTRUCTION GLUE APPLIED AT ALL MORTISE & TENON SURFACES CHEMICAL BOND WW25 25 1 STRIKE PLATE FOR CREMONE AT INACTIVE DOOR LEAF LOCK SEE DETAIL, SHEET 8 AISI 304 SERIES S.S. FASTENED TO STILE W/ (3) # 10 x 1" F.H. WOOD SCREWS 26 1 STRIKE PLATE FOR CREMONE & SURFACE BOLTS TOP & BOTTOM 1/2% 5"x 16" x 14 GAGE AISI 304 SERIES S.S. FASTENED TO SILL W/ (5) #8x1 12" F.H. WOOD SCREWS / R7,•. 'yam . •��ENSF'• •. OtTE . Of �'••. SS1pNAXA 1/4" 1/2" 0.010"x 1 1/2" PET FILM 1 " OVERSIZED ALL PERIMETER 0.045" THK.x 1 1/4" LONG, • • • • • 3M SERIES 4085 POUQ% • CO URETHANE FOAM. TAPE• • • • • 15ATED • ...... .... • ..•. •• • 17 16 00 so6660 1/2" NOMINAL LAMINATED GLASS • • • • • 3/16" TEMPERED GLASS + •.•• : •• • 0.050 INTERLAYER +(SPLUS li BY GLASSLAM) • • £XT£R/OR SIDf 3/4" AFETY 0.010" PET FILM + Min. 0.050" INTERLAYER +(sAFErr PLUS a BY GLASSLAM) SASH FRAMEJ GLASS 3/16" TEMPERED GLASS. BITE ;. GLAZING DETAIL FOR 16 N.T.S. m 1/8" 1/2" NOMINAL" LAMINATED A : 3/16" TEMPERED GLASS + 0.100" INTERLAYER +(UVEKOL, BY SMr H MOUNTAIN) 3£XTE9- RS_/DE= I 3/4" 3/16" TEMPERED GLASS. J Min. SASH FRAME GLASS BITE GLAZING DETAIL FOR 16A N.T.S. ..• 1.250" 4.875" T-� .625' 6.125" i5" 2� FRAME SILL 0.875 4.25 1.000" 2.250" 1 1.375" 1.125"� 1� FRAME HEAD' 3� FRAME JAMB ;.500" 875",-'-j .875 3.375" 6.996" 1.4� 5" 1 .zoo" I(-1125" 1.125" L-.2.250" ( BOTTOM RAIL 87I 5 100" 500" .875 1.000" 1.301 " 1.160"� ::::, 1.92" ( 1.967" 0.625"�...: I 0.875 I 1 000" ! •• 0.25" .... 3.715" 2.250" 4.715'--`.280" 2.861 " 0.25" . r •: •. .971"+ 13 Q-LDN DDDR SEAL 14 Q-LON WEATRER ...... .... 87 �5�� .500" ' °°° SEAL COMPONEN�'S•; :•••� `l 00" ` N. T. S. .. ' • .' • -.18811TK-.437" ` 8 E 5" 5.625" 6.125" ®© TOP RAIL. HINGE STILE 6.841 " J1.000"i 4.841 " E--2.250"� �A INTERMEDIATE RAIL 2.25d" 1 3. 500 "-!- i 5.091 " 3/16"x2 1/2" LAG SCREWS 4 FROM ENDS, 1.41 1 " �7 12" o.c. LOCK STILE (ACTIVE 500" I .125" �- .125" -1.000" MAHOGANY WOOD BEAD WOOD. COMPONENTS N. T. S. 3.799" 1 549,. ido A•77, STATE OF �'� SRONALV 13 50,. 4.000' 12 DOOR STOP (THRESHOLD) AT SILL 11 2.250" /#10x2 '1/2" F.H. WOOD SCREWS 4" FROM ENDS, 12" o.c. ® ASTRAGAL LOCK STILE (INACTIVE) 7/16"1 11/16" 3/8" 1 11 16" 7/16" 7/i6" 7/16" 7 n r / I 1 1 9/ 16"-1 3/8" 2 3/8' — 1 1 /8"d1 5/8" / 16 t 1 1/ t 6" F4 3/8"-1 11/16" 6" 1 1 �--- i�'I I T— 1 i I I I 11 I i I I J I I I 1 1 I I I i is/t6"— 1 t I 1� 4 00 oo ooq 0 0 0 0© 3/8' o II I ii i , 03 8" 9. 03/16"J/ \_ 05/16" } 1 (1 — —r 5/16" / BOTTOM' / (TYP.) (TYP.) 1 • FIXING TOP VIEW •••• �TQP••• HOLE 7/16" 1 3/4"— 1 1 4" 1 3 4" 7/16 7 16" 1 1 4" COVER 7 16" *..:.. HOLE. i I / / / 1 5/8" / 2 1/2" 1"--rl 11/16" 7/i6" STRIP / 1 3/4" 1 1/4' 1 3/4" 7/16 1/16" I ' 1/2 � 1/2" I 1/2" •••• • r� -71 1/8" 1 /8" -t t 1 1/16" L1 i/2,. 5/8^ 1 1/4..FF I- ( 5 8' ••• ••� •• SPINDLE -1 1/2"- / • • i I • 05/16" 01 1 /, 6" CENTER 5/8" • • • • • • • • ••••i}/16" • 1 5/16" t2" 013/16'1 � LINE —GLIDER --1 1/8" • • • • • • • 07/ i 6" I 05 16" 1 5/ 16" • • • • • BOTTOM BOLT L i 3/4" 11/16' I • • • I I �--1 3/4"-� ,�--TOP BOLT • • • • • • • 1 1/9" 2 11/16" I 2 11/16" I1 1/8"� '. .,,_DOUBLE THROW 7 5/e CENTER CASE LOCK ELEVATION ------------------- ---� 05/16" 7/16" 1 9/16„-r1 3/8" 2 3/b" 1 t/8"�1 5/8" L 16-------- I / s -Os 1 rr---------------- - - -------------------------03-16Z -`-----------� 5/8 O O L� 5/16 7/a" I O O � 7 16 5/16" I. L----------- F-- / ------ 3 8" ----- 7/16„ 5/8" QO QO 0 0 5/16" I �- - ----- ----------------- .------- -,---------------------- 1 1 1/81 3/4 "!1 1/8"�1 1/2' 1 1 / i 7 5/8" i 1 3/8"-�03/16., J-------- ----i---I-----j- -1 1/2"�1 1/8" 1 3/4 -'1 1/8"-1 1/2 BOTTOM BOLT 45mm DOUBLE THROW CENTER CASE TOP BOLT BOTTOM VIEW LOOKING UP (2) HOLES FOR 3 11/16" # 10 x 1" WOOD � SCREWS (Typ.) 3/4"F-6 1/2" 3/4"! =3/47"2 3/16"-3/4", / 01WS (TYP.) 5/8..� 1 11/16° 1 11/16"�(( ' i3/8" 3/8" 1"_1•-�,, i 8" , i/16" n 1/2" O 1 3%16" ~5J8" 7/ 16" 1 " 1 / �f R l /4"_ 5/8„��+ 8 L 3 4" (3) HOLES FOR J 1/8" (TYP. 1/4" (TYP.) -L1/16" (TYP.) 1 13/16" #10 x 1" WOOD -1 1/2'! 1 1/2" 2" 1 1 1/2" 1 1/2" 3 1/4" O SCREWS (Typ.) a" TOP/BOTTOM STRIKE PLATES 9 6 1/4" / CENTER LOCK STRIKE PLATE THICKNESS: 0.090" 1 13/ 16" THICKNESS: 0.090" z 1 3i/a" 0 ; ; e 1 9/ 6 9 SL-16 45mm BACKSET DOUBLE THROW 3 POINT LOCK xJ N.T.S. 11/16" 11/i6"/Nfliss 4 7/16 / 13/i6" I / 05/8" }-07/16" �. G�167 ; FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zona) 1- -3 1 16" i�{/ 02018 TILTECO INC. DOUBLE & SINGLE OUTSWING CASEMENT M•L ELEVATION SECTION X—X Z * WINDOWS W/ OR W/O FIXED SIDELITES DRAWN Br: Q'. HOLES 3/16"R � ••'`ZoRtu IL EC o INc. IMPACT PRECIOUS WOOD, INC. DATE. HOLES FOR ��PO :• P:;' ,8 t/24/1e # 10x 1 1/2" F.H. TILLIT TESTING 3 ENGINEERING COMPANY 163 WEST 24 ST. WOOD SCREWS 1 8 HINGE e355 NA 36+n. Sti St.. 305 - VAQ'M GWWENS. 33165 HIALEAH, FL 33010 • ss�ONAIti� Ph— : (3o5) e71-1530 , GQ . (305) e71-in. 531 PH: (786) 222-0427, FAX: (305) 428-3011 1 8-008 - SCALE: 3/8"= 1 • • �+ e-mail:tiltecoocol.com DRAWING N •• EB-0006719 EV DE•iCRPROH DATE REN DUCRIPnON GATE. P.E. SEAL/SIGNATURE/DATE WALTER A. TILUT Jr., P.E. i 3 FLORIDA Uc. 44157 2 4 SHEET 7 OF EO 1/ �- 1/2_T_ TOP OF LEAF 2 1/8" _ STILE. 2 1/8" (3) GUIDES REQ'D. W/ (2) #8 x 2" WOOD SCREWS TO STILE TYP. TOP & BOTTOM 11/16" CONT. BOLT VARIES _—AISI 1018 STEEL W/ VA 30" 1/2" PENETRATION 30" 17; TO FRAME. (3) HOLES FOR c\ #10 x 1" OOD SCREW 1 13/ 16" r— TOP OF LEAF STILE. (3) GUIDES REQ'D. W/ -(2) #8 x 2" WOOD SCREWS TO STILE TYP. TOP & BOTTOM 11/16" CONT. BOLT AISI 1018 STEEL W/ 1/2" PENETRATION TO FRAME. r 01/4" 0 O 0 0 5 15/16" 8' S 15/ 16" O —LOC LOC 0 0 0 0 O 0 0(�o CREMONE INACTIVE 0 0 2 1/2" LEAF STRIKE PLATE (TYP.) AISI 304 SERIES SS VARIES THICKNESS: 0.090" VARIES 30" ,Max. 1 30" Max. 2" Min. 2" I BOTTOM OF LEAF 1 STILE. _ 1/2 �J F BHERR THREE POINT — KNOB ATTACHED TO BOLT 1/4" W/ (FH.3SCREW,. 3/8 1 1 /4" 11/16" CONT. BOLT -AISI 1018 STEEL W/ 1/2" PENETRATION TO FRAME. (3) GUIDES REQ'D. W/ (2) #8 x 2" WOOD SCREWS TO STILE 1)101 /4" :01 1 /4" 2) GUIDES REQ'0. W/ (2) #8 x 2" D SCREWS TO STILE. 11/16" CONT. BOLT AISI 1018 STEEL W/ 1/2" PENETRATION TO FRAME. EDGE OF SASH EDGE OF SASH j _ _L(TOP/BOTTOM) _ _ ; (TOP/BOTTOM) 1 /2" 1 /2,' 9/16 11 16 9/16" 9/16 11/16" 9/16" —1 1/2" i L1 1/2"— AT TOP: Min. 22" LONG 3 GUIDES AT BOTTOM: Min 12" LONG 2 GUIDES 21 CREMONE SURFACE BOLTS N.T.S. 2 1/2" 2 1/2" BOTTOM OF LEAF STILE. I I `Y 5„ ---------------------------- U .075" ;REMONE + •_ ,/z" .,,., � � - r •L ? No. 44167 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) * Z o2016 nLTEco INC. DOUBLE & SINGLE OUTSWING CASEMENT N.L ME we WINDOWS W/ OR W/O FIXED SIDELITES DRAWN BY: ••.!cL4R�OQ:� ./� 1 L E C O imc , IMPACT PRECIOUS WOOD, INC. 1/24/18 ••.•• �� • r / TIWT TESnNG & ENGINEERING COMPANY 163 WEST 24 ST. DATE' &M N.W. 3W. St, St.. 3G5 - WiMA GAFoEN5, n. 331w HWFiW, FL 33010 Ph— ; (SM) 871 •15 Ite F.: ( 5) 971-1531 PH: (786) 222-0427. FAX: (305) 428-3011 1 8-008 e-maEB-0006719 hi DESCRFnON DATE REV DESCRI19M PATE DRAWING W P.E. SEAL/SIGNATURE/DATE WALTER A. TILLIT Jr., P.E. 1 3 FLORIDA Lic. f 44167 1 2 1 1 1 4 SHEET 8 OF tO - ISTING CONCRETE BLOCK WALL OR POURED CONCRETE E.D. REQUIRED° STUCCO_: 1 1/4" Min. z FINISH EMBEDMENT IS w (TYP.) .. =1" P.T. WOOD BUCK 1/4" Max. SHIM 1 2. (ONLY AT A' -A') t 16 oR 16AI- 2'-1 i" Ill IU— 1-1 Max. EXISTING STRUCTURE/ i 2" P.T. WOOD BUCK 1 1/2" Min. EMBEDMENT (TYP.) - Ii \ 1 /4" O MAX. 18 SHIM TING STRUCTURE 0 C-C OR 21 0 C'-C' (TOP & BOTTOM) 16 OR © � I I ! 1 1 1 -11 L.O.W. (Max.) 19 13 -- (ONLY AT C'-C') #EXTERIOR SI E SECTIONS C—C & C'—C' (XX� N.T.S. —2" P.T. WOOD BUCK 1/4" Max. SHIM EXISTING CONCRETE BLOCK WALL OR 1 " P.T. WOOD BUCK POURED CONCRETE REQUIRED. 3 a 4 , 22 ,, ; d • • ..... ,� . I 1 1,", Min. ff EMtg,E.D. • • ia,d' a 6 OR� I 0 ••' •• v ••• 6 18 /1*00000 • ).W.i (Max.) STUCCO•.. 15 1 /4� .';INISH' MAX. .. • • • (TYP.) SHIM •.••• EXISTING 1 " P.T. WOOD BUCK EXISTING CONCRETE 1 2 STRUCTURE —2„ P.T. WOOD BUCK BLOCK WALL OR POURED CONCRETE 22 REQUIRED. 16 0R 16A g (ONLY AT B•—B') 19 1 3 J 4 1 1/2" Min. \ 22 TQ 1& ° d ,EXTERN OR SIDE: 1 6 OR 1 6A 1 Q (BEYOND) EMBEDMENT �' I BOTTOM —4) O g TYP. e ( ) (BEYOND) ; I � 8'-3' D.LO.H. 0 0 B-B 9 I 1 1 /4" Min. 4A (Max. FOR REGULAR WINDOWS) E. D. \ I EMBEDMENT E.D. & 7'-6 1/8" D.L.O.H. OR 4. (Max. FOR ARCHED & ELLIPTICAL WINDOWS) 9 21 (TOP & BOTTOM) 16 OR 16A , (ONLY AT B'-B')19 5 1 1%4" 6\13 , -,," ©13 19 g MAX. 18 '-D.LO.W. (Max.) 1 /4" _STUCCO 2'-11" O 0 A -A EXTERIOR S1DE+ 13 2 SHIM \, 15 MAX. FINISH D.L.o.1i. 1 6 1 4 (TYP) SHIM (Max.) OR :E RERIOR SIDE; I g I 21 0 A' -A' 14 - — f (TOP & BOTTOM) 1 5 12 µ 22 19 5 SECTION D—D ( ) 11 (ONLY AT A' -A') r 2 11 1" P.T. WOOD BUCK N.T.S. 13 6 1 1 /<" Mi '� EMBED EDGE OF SLAB 14 i 2 4 4 ° IF APPLICABLE) 15 1 2 '' 22 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) y , • i 1 1/2" 44101 in. 11 Z ,_• IA• 02018 nLTECO INC. DOUBLE & SINGLE OUTSWING CASEMENT H.L I ' EMBEDMENT 11 D. SECTIONS t & B'* ' WINDOWS W/ OR W/O FIXED SIDELITES DRAWN BY: (TYP.) I A, Az" P.T. w000 BUCK ��;;> �L, EC O �Nc. IMPACT PRECIOUS WOOD, INC. 1/24/16 EXISTING Z • G ��.• TILLIT TESTING & ENGINEERING COMPANY 163 WEST 24 ST. DATE' 4 ° POURED SECTIONS A —A & A' —A' """"'• ease NW. 36a. n. Ste. W5 - �xa Gu1DEIM n. 3 fee HIALEAH, FL 33010 SIONAI Ph« : tsar) 671-1530 , rm : (305) en-1s31 PH: (786) 222-0427, FAX: (305) 428-3011 1 8-008 ° 4 '4 CONCRETE 4 N.T.S. e-mail: tilteco0col.com DRAWING N' 4. ° EB-OD06719 DESCRIPTION OATE IREV Ni DESCPoPnON DATE SHEET 9 OF TO P.E. SEAL/SIGNATURE/DATE WALTER A. TILUT Jr., P.E. 1 3 FLORIDA Uc. 44167 2 4 n - LISTING CONCRETE BLOCK WALL OR POURED CONCRETE STUCCO ate_ 1 1/4" Min. REQUIRED ° FINISH EMBEDMENT (TYP.) . C #10 x 2 3/4'J S.S. F.H. WOOD SCREW 6..O.C. (TYP.) z'-111" D.LO.H. (Max.) 16 OR (6 *OR * ;EXTERIOR SIDE 1 OR F 2'-11" D.L.O.H. (Max.) —1 " P.T. WOOD BUCK 1/4" Max. SHIM 1 1/2" Min. EMBEDMENT #10 x 2 3/4" S.S. F.H- WOOD SCREW @ 6"O.C. (TYP.) *OR(�6A 8'-3" D.L.O.H. (Max. FOR REGULAR SIDEUTE/FIXED WINDOWS) do 7'-6 1/8" D.L.O.H. (Max. FOR ARCHED & ELLIPTICAL SIDEUTE/FIXED WINDOWS) iTXTERM SIDE 14 15 TIC12 11 15 1 "'2' Min. ...�3/4"TYP .EMBEDMENT (TYP.) 1 E.D. " P.T. WOOD BUCK 2 EXISTING POURED SECTION A' —A' a 4 _ °• CONCRETE , N.T.S. STRUCTURE —'L" P.T. WOOD BUCK 1/4" Max. SHIM EXISTING 2UCTIIRF72" P.T. WOOD BUCK 1 1/2" Min. EMBEDMENT (TYP.) 1 f — 1/4" MAX. 22 SHIM J #10 x 2 3/4" S.S: 1 F.H. WOOD SCREW 1" P.T. WOOD BUCK 6"O.C. (TYP.) 2 1 1/4" Min. EMBEDMENT EXISTING EDGE OF SLAB c a —(rs ') POURED a (IF APPLICABLE) a a CONCRETE E.D. I SECTION Bs —Bo N.T.S. , ij�• � �� s�, 1� ••,ENS —_ M0.44167 y 02011 OF m �O/C�A`••.O;�tw nWT TESTING ai SM N.W. 36th. S!. St.AV a 1 `' P.T. WOOD "�--' LsA ORO.L.O.W.W.- (Max.) XTERIOR S SECTION D—D N.T.S. 1/4" 15 MAX. (TYP.) SHIM • • EXISTING CONCRETE BLOCK WALL OR POURED CONCRETE REQUIRED. ° a as 1 1/4' Min. EMBEDMENT E.D. STUCCO FINISH A'/9AI' SIDELITE SEE 2'-11" SHEET 4AS.W. (Max.) 22 2'-11" F.H. \ D.L_O.H. (Max.) (Max.) (TYP.) ti ,,16rORI16A 9" O.C. / (TYP.) -----/----- I L- ------------- 4A OPTIONAL) 9'-3 5/8" S.H. (Max.) D.L.O.W. (Max.) 16 OR 16 16 OR 16A 10 1/2 9., 19" o.C.1 9" (TYP.) 3'-0" _ F.W. (Max.) A'/9AI, WOOD/METAL MIAMI DADE COUNTY OR STATE OF FLORIDA APPROVED MULLION* 1 , 1 ---------------- I � I � CASEMENT WINDOW (TYP.) SEE SHEETS 2, 3 & 4 B'/9AI' _ 2'-11" S.W. (Max.) 7' -6 1 /8" D.L.O.H. (Max.) —1'-11"— D.L.O.W. (Max.) -9"-19" o.C.1 (TYP.) _ 3'-0" _ F.W. (Mox.) B'/9AI' 1w (SIM.) OPTIONAL SIDELITE SEE SHEET 4A EXISTING STRUCTURE/ (-2 P.T. WOOD BUCK / - (WOOD/CONCRETE v t MULLION) ; , 1/2" Min. \\ EMBEDMENT \ 1 (TYP.) (METAL MULLION) \\ 1 .. \, I 1 C C 1 I 6A OR l v L ©\ 0 6 3 /� 1 /4"—D.L.O.W. (Max.y— { 1 /4" MAX. � 5 rrjj MAX. SHIM j 4 SHIM (TYP.) # 10 x 2 3/4" S.S F.H. WOOD SCREW XxTERIoR s�o� @ 6'°O.C. (TYP.) SECTION X—X N.T.S. TYPICAL ELEVATION AT CASEMENT WINDOW W f FIXED SIDELITES N.T.S. PREFIX LEGEND: - F.W. FRAME WIDTH - F.H. FRAME HEIGHT - S.W. SASH WIDTH - S.H. SASH HEIGHT - D.L.O.W. DAYLIGHT OPENING WIDTH - D.L.O.H. DAYLIGHT OPENING HEIGHT - P.F.H. : PARTIAL FRAME HEIGHT MAX. (A.S.D.) DESIGN PRESSURE RATING: * STRUCTURAL DESIGN OF MULLION NOT PART OF THIS APPROVAL • • • • WOOD/METAL A,MAM4.DADE •••• -COUNTY OR STAtFR•OF •.•.. FLORIDA APPR"/Z"oMULLION% —� ••••• 1 . . • i • 1 y _ EE.D .D •. . I 1 Ir_______1 1 1 , 1 u 1----- CASEMENT WINDOW (TYP.) POSITIVE 60 psf NEGATIVE 65 psf FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) •�163 i C2018 Z _ * _ TILTECO INC. DOUBLE & WINDOWS SINGLE OUTSWING CASEMENT W/ OR W/O FIXED SIDELITES M.L DRAWN BY: �t 'sue :" �� 1 L E C O ;.• �j ' ; Q� • ' iNc.18 TIT IMPACT PRECIOUS WOOD, INC. t/2a/: DATE: LOR,O�.• .' f .'•j WTESTING & ENGINEERING COMPANY 6355 N.W. 36th. St- 54. 70S - VIRpNIA GI'lDi115„Fl. 3316e 163 WEST 24 ST. HIALFAH, FL 33010 • sS/ONAL�PI-» '!5_0,v/I (�s) eTl-tsso , rm : (305) e71-1531 e-mail: tilteco0aol.com PH: (786) 222-0427, FAX: (305) 428-3011 18 EB-0006719 OESCRWIfON i ON1E REV OESCWPf10N OA1E DRAWING N' P.E. SEAL/SIGNATURE/DATE WALTER A. TILLIT Jr., P.E. FLORIDA Lie. 111 44167 1 y 4 SHEET 9B OF 10 . �.z 7. 2"x 1 "x 1 /8" BENT STRAP W/ —1 1 (3) 3/16"xl 1/2" LAG SCREWS AT EA. LEG FRAME HEAD -�+ 2"xl"xl/8" BENT STRAP W/ (NOTCH WOOD TO FIT STRAP FLUSH) ^� i (3) 3/16"x1 1/2" LAG SCREWS AT EA. LEG `(NOTCH N ^^ #14x3" SLOTED WOOD SCREW ^9 WOOD TO FIT STRAP FLUSH) W/ 1 1/2" Min. EMBEDMENT-, t FROM HEAD TO JAMB STRAP DETAIL 9 SCALE: 3/16" - 1' WOOD , r' BEAD I I tl OR I 11 I STILE , X`."(f f 4 APPUED AT ALL ' 1 it ^ SI 1 i MORTISE AND TENON SURFACES 4A ; I (1) 110x3" WOOD SCREW— 0' N INTERMEDIATE iI " RAIL 1 I 1 l (2) I #140" SLOTTED WOOD SCREW \ 3 N � W/ 1 1/2" Min. EMBEDMENT FROM JAMB TO HEAD FRAME TYPICAL SASH INTERMEDIATE CONNECTION (EXTERIOR VIEW) JAMB SCALE: 3/16" = 1" TYPICAL ARCHED.JEWETICAL FRAME TOP CONNECTION i SCALE: 3/16" = 1" ©, O OR STILE APPLIED AT ALL MORTISE AND TENON SURFACES (1) #1Ox3" WOOD SCREW-7,00 2"xl"xl/8" BENT STRAP W/ (3) 3/16"xl 1/2" LAG SCREWS AT EA. LEG (NOTCH WOOD TO FIT STRAP FLUSH) 1 4 OR O s TOP OR BOTTOM / RAIL N N TYPICAL SASH TOP/BOTTOM CONNECTION (EXTERIOR VIEW) SCALE: 3/16" = 1" 2"x 1 "x 1 /8" BENT STRAP W/ (3) 3/16"xl 1/2" LAG SCREWS AT EA. LEG (NOTCH WOOD TO FIT STRAP FLUSH)- INSTALLATION SEALANT NOTE: FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUS BE PROPERLY SEALED WITH SEALANT 15 . P.E. SEAL/SIGNATURE/DATE FRAME HEAD �/ #14x3" SLOTTED WOOD SCREW 1 1/2" Min. EMBEDMENT d HEAD TO JAMB 7 �!8+ I. FRAME JAMB TYPICAL REGULAR FRAME TOP CONNECTION SCALE: 3/16" = 1" #14x3" SLOTTED WOOD SCREW W/ 1 1/2" Min. EMBEDMEf0000 FROM JAMB Tp HE&D • • •••••• •••• • •••••• •••• ss••• 1 2"xt"xl/8" BENT STRAP All (3) 3/16"xl 1/2" LAG SCREWS AT EA. LEG (NOTCH WOOD TO FIT STRAP FLUSH) i " I Jill I I i1 FRAME i I✓' JAMB II I N FRAME ^'�- � ram. SILL (2) #14x3" SLOTTED WOOD SCREW W/ 1 1/2" Min. EMBEDMENT �jB�M1 FROM JAMB TO SILL #14x3" SLOTTED WOOD SCREW W/ 1 1/2" Min.. EMBEDMENT FROM SILL TO JAMB TYPICAL FRAME 001TOM CONNECTION SCALE: 3/16" = I" FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 02018 TILTECO INC., DOUBLE & SINGLE OUTSWING CASEMENT M.L WINDOWS W/ OR W/O FIXED SIDELITES DRAWN BY: I L E c o i;m7\ IMPACT PRECIOUS WOOD, INC. 1/24/18 TILLIT TESTING ! ENGINEERING COMPANY 163 WEST 24 ST. DATE' 6356 N.W. 36th. 05 SL. St.. 305- VIRGwA GkROM, iL 33166 HIALEAH, FL 33010 ph— : (305) m1-15M , F : (305) 1n1-1531 PH: (786) 222-0427. FAX: (305) 428-3011 1 8-008 e-moil: tilteeo®ool.com DRAWING N' EB-0006719 DF aWnON DATE REV OESCNPf10N DATE WALTER A. TIWT 14, P.E. 1 3 FLORIDA Uc. 44167 2 1 4 SHEET 10 OF TO 4 6. La .125 TYP. II I TYPICAL GLAZING PRODUCT I �I I: 2.000 3.000 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. l.000 MULLION CLIP (6063-T6) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. .125 o- TYP. MULLION SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR CPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 6 THRU 8 AND ANCHOR CHARTS -STEP 5 ON SHEET 3 THRU 5 SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. LOWER VALUES FROM GLAZING PRODUCTS, MULLION CHARTS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. I0 10 MULLION CLIP (6063-T6) • •; (ALT. TO ANGLES) • • • • • • CLIP LENGTHS MUST BE CUT TO FIT SN:G • : • • INTO TUBE MULLIONS. •••• •• •••• 125 rn •••••• • O • °' 0 2.000 • • • • •• V) ZO • • J V t ,�• • .J •�• • O L2.000--j En W a W 8` ANGLE CLIP (6063-T6) m x D a `� _� p N Z p�M rn 'm - 0Z� o J Q v OLo O ,t Q W PRODUCTREWSM as c0DV4* with the Florida %flding Code Amqftice No. b-03/9.06 >xpiratiam Date Haiti Dade Product Conhul �'D A� ��iIn �� J EN In �� o N _o 1 + N a Ir 0.70592 \ o a� O t�l Y May 2,201k _ a ` STATE OF •�� drawing no. ®�<o..o % M95-16 /// I NAL1�sheet 1 of $ 1 " X 2" X 1 /8" TUBE MULLION 130 125 120 115 110 105 100 w 95 as 90 185 80 Z 75 38 3/8 MUIL S AN 70 w 65 60 55 50 5/8 50 45 40 58" 35 63" 30 20 25 30 35 40 45 50 55 60 65 70 75 80 TRIBUTARY WIDTH — INCHES • r., • ■.' ■■„■„■■■■ mommE■EEMMEM ■„E„■■„■„■■■ ■"E-■■■►®■.■■ MEMEMEMENEME • • ENIM ■■■'MEW MMEME WEEMMEEME .,■ • ■'M„■■NEE�if►'1�� ■„M■'■,.■■■, "M■, ®®, ■.■■ EMEMEREMOMME EMNIMMEEME MEMEMEMEN MEMERME MMEN EMMENMEME ■.m►lm■„■■■'' ■,M MEEM■■■' WENEMMUMME • ME m I EMEMMEM momm■■■■um1■ NEMEN■■■„■■■ •• "„■„■■■■■.■■ ■,-■,■■■■■'.■ . • ■- MIMSEM■■,. MEENEEMEMEN MEEMEME ==ME MEMINEEM ME mommum mMEN MOMEMENE ME MEMEEMEM�mummmm�No ME MENNEEMME on Emk,wzmmmmm M,.■■■,.`.■ .,.,.■■.`.'' 130 125 120 115 110 105 100 w a 95 90 0 85 Z 80 0 w 75 70 65 60 55 50 45 40 2" X 6" X 1/8" TUBE MULLION 20 25 30 35 40 45 50 55 60 65 70 75 80 TRIBUTARY WIDTH — INCHES 131 121 12( 11: 11( 10! 10( 95 a 90 185 0 80 Z75 N 70 0 65 60 55 50 45 40 35 30 1 " X 4" X 1 /8" TUBE MULLION 58" >_0 25 30 35 40 45 5n As 6n Fs 7n 7A R! TRIBUTARY WIDTH — INCHES II I I I II i I II I VERTICAL I I t MULLION �I Lq�7j I rn i Z m n II I II GLAZING I I II Z I GLAZING 11 L' Q 0 H M Z N IL PRODUCT IPRODUCT II N N a a `� O V 0 I i II I l I I II HO O W N cr OIL II 1 I II C ? LL W1 W2 0 C 0 1 , > pp 0 LGQ•.A•I ARCHES TO BE INSCRIBED �•�t a INSIDE RECTANGULAR SHAPE • • • �0,yy W ...... HORIZONTAL MJLLbL• • IL z F.O • • • • • • •••••• � of �' • J C7 1D Q •••••• l-= =ors= _` _.,, ••••• Q W � F * • • 1 �'GLAZING••• •• •• ••••• PRODUCT �� II • • ---------- ----�' ••.•F(,) 'a.' ...•.. -------------- ..N cj ....O • rn.'• I •••••• I I I II II III II II III 11 j l GLAZING I j l GLAZING I I PRODUCT i PRODUCT I I II III II II III 11 L___===�L MULLION SPAN o, TYPICAL MULLION ARRANGEMENTS [WIDTH (W) _ ( W1 2 W2 +2 NO MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 'jMULLI`ONS� PRODUCT REEVLSM as campby with tine )~lofin&a = Building Cade A e N,.l 9,q.ob Expimlion Deic .. G,�- Miumi Dade Product Camtsol .• ' �GENB�c' • ® �i .70592 ay 2,20 V D ATE OF Z 0 • • • • • • •U) 0 � • • •••••• J i• • M (N W adLLJ w m ~ N� V) c G N o co" 0 Z NAM o3� rn 10 o .Q v Q LO Q 0 It (sheet 2 of 8 11 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W2 B2 C2/M2 20" 130.0 107.0 130.0 25" 120.1 85.6 130.0 30" 100.1 71.3 130.0 35" 85.8 61.1 126.8 40" 75.1 53.5 110.9 45" 66.7 47.5 98.6 50" 50-5/8" 60.1 42.8 88.7 55" 54.6 38.9 80.7 60" 50.1 35.7 74.0 65" 46.2 32.9 68.3 70" 42.9 30.6 63.4 80" 37.5 85" 35.3 20" 130.0 0 75" 40.0 $53.3110.7 25" 104.9 0 30" 87.4 1 35" 74.9 40" 65.5 46.7 96.8 45" 58.3 41.5 86.1 50" 58" 52.4 37.3 77.5 55" 47.7 33.9 70.4 60" 43.7 31.1 64.6 65" 40.3 28.7 59.6 70" 37.5 26.7 55.3 75" 35.0 24.9 51.6 80" 32.8 23.3 48.4 85" 30.8 22.0 45.6 20" 120.7 85.9 130.0 25" 96.5 68.8 130.0 30" 80.5 57.3 118.9 35" 69.0 49.1 101.9 40" 60.3 43.0 89.1 45" 53.6 38.2 79.2 50" 63" 48.3 34.4 71.3 55" 43.9 31.3 64.8 60" 40.2 28.6 59.4 65" 37.1 26.4 54.9 70" 34.5 24.6 50.9 75" 32.2 22.9 47.5 80" 30.2 21.5 44.6 85" 28.4 20.2 41.9 20" 102.4 72.9 130.0 25" 81.9 58.3 121.0 30" 68.3 48.6 100.8 35" 58.5 41.7 86.4 40" 51.2 36.5 75.6 45" 45.5 32.4 67.2 50" 74-1 /4" 41.0 29.2 60.5 55" 37.2 26.5 55.0 60" 34.1 24.3 50.4 65" 31.5 22.4 46.5 70" 29.3 20.8 43.2 75" 27.3 - 40.3 80" 25.6 - 37.8 85" 24.1 - 35.6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W2 B2 20" 90.5 64.5 25" 72.4 51.6 30" 60.3 43.0 35" 51.7 36.8 40" 45.3 32.2 45" 40.2 28.6 50" 84" 36.2 25.8 55" 32.9 23.4 60" 30.2 21.5 65" 27.9 - 70" 25.9 - 75" 24.1 - 80" 22.6 - 85" 21.3 - 20" 79.2 56.4 25" 63.4 45.1 30" 52.8 37.6 35" 45.3 32.2 40" 39.6 28.2 45" 35.2 25.1 50" 96" 31.7 22.6 55" 28.8 20.5 60" 26.4 - 65" 24.4 - 70" 22.6 - 75" 21.1 - 80" - - 85" - - 20" 70.4 50.1 25" 56.3 40.1 30" 46.9 33.4 35" 40.2 28.6 Q. 35.2 25.1 45" 31.3 22.3 50" 108" 28.2 20.1 55" 25.6 - 60" 23.5 - 65" 21.7 - 70" 20.1 - 75" - -1 80" - - 85" - - 20" 63.4 45.1 25" 50.7 36.1 30" 42.2 30.1 35" 36.2 25.8 40" 31.7 22.6 45" 28.2 20.1 50" - 120" 25.3 - 55" 23.0 - 60" 21.1 - 65" - - 70" - - 75" - - 80" - - 85" - - C2/M 130.0 107.0 89.1 76.4 66.9 59.4 53.5 48.6 44.6 41.1 38.2 35.7 33.4 31.5 117.0 93.6 78.0 66.9 58.5 52.0 46.8 42.5 39.0 36.0 33.4 31.2 29.3 27.5 104.0 83.2 69.3 59.4 52.0 46.2 41.6 37.8 34.7 32.0 29,7 27.7 26.0 24.5 93.6 74.9 .4 53.5 41.6 37.4 34.0 31.2 28.8 26.7 25.0 23.4 22.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W2 B2 C2/M2 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 132" 57.6 41.0 85.1 46.1 32.8 68.1 38.4 27.3 56.7 32.9 23.4 48.6 28.8 20.5 42.5 25.6 - 37.8 23.0 - 34.0 20.9 - 30.9 - - 28.4 - - 26.2 - - 24.3 - - 22.7 - - 21.3 - - 20.0 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 144" 52.8 37.6 78.0 42.2 30.1 62.4 35.2 25.1 52.0 30.2 21.5 44.6 26.4 - 39.0 23.5 - 34.7 21.1 - 31.2 - - 28.4 - - 26.0 - - 24.0 - - 22.3 - - 20.8 ALL LOADS ARE EXT.(+)/INT.(-) MULLION ANCHORS VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT MULLION ANCHORS W1 W2 MULLION ANCHORS TYPICAL ANCHORS: 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) i W2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES LO °' 1-1 /2" MIN. PENETRATION INTO WOOD O y a 82: THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCK 0 82: DIRECTLY INTO GROUT FILLED BLOCK IL 1-3/4' MIN. EMBED INTO BLOCK 0 N M ,.C2:" DIRECTLY INTO CONCRETE v e > M 1-3/4" MIN. EMBED INTO CONCRETE 0 0A In o° 1 /4" DIA. TEKS OR SELF DRILLING SCREW (GRADE 5 CRS) • • • • a It N o• M2: INTO METAL STRUCTURES ..... Q tau N N BEYONDAL THICKNESS l o n ALUMINUM:THREADS 8 THKO. MIN. 6063 5 MIN ( • a a Q �• STEEL: 1 /8" THK. MIN. (Fy 36 KSI MIN.) • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • • • • • • • • TYPICAL EDGE DISTANCE •• •• ..... .••• E' , o INTO CONCRETE AND BLOCKS = 2-1 /2" MIN. rn 0 to ;; • •; • INTO WOOD STRUCTURE = 1 " MIN. • Z INTO METAL STRUCTURE = 3/4" MIN. • • • 0 • • • • AT HEAD, SILL OR JAMBS SG = 0.55 MIN. J e• • M :DWOOD to CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. N x C-90 GROUT FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN.it m °� NOTE: (oo 00'0 v o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS _ N ,'�� N AT HEAD, SILL OR JAMB ENDS. Z w 04 SEE SHEET 6 FOR ANCHOR DETAILS. z _v (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) M -� •p•LO Q J UJ r-HORIZONTAL MULLION %' GLAZING �. PRODUCT I O Q ANCHOR N ETAIL #1 GLAZING PR DUCT III GLAZING PRODUCT TYPICAL MULLION ARRANGEMENTS WIDTH (W) = ( W1 2 W2 ) +2 `ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 3 MULLION N ANCHORS 3 PRODUCT REVL ni as wmNyr with the Florida ttmlceNo. -03 q•06 EViraiion Date zY BY 'Dad. Product Conftl i I N i a a ' o.70592 - \ ay 2,2018r= • STATE OF �� drawing no. 5-16 \/I11,1\\\\� sheet 3 of 8 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS TYPE WIDTH (W) MULL SPANI W4.2 B4.2 C4.2 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 50-5/8" 130.0 130.0 130.0 130.0 113.8 130.0 130.0 94.8 130.0 130.0 81.3 130.0 130.0 71.1 130.0 130.0 63.2 130.0 120.1 56.9 118.3 109.2 51.7 107.6 100.1 47.4 98.6 92.4 43.8 91.0 85.8 40.6 84.5 80.1 37.9 78.9 75.1 35.6 74.0 70.7 33.5 69.6 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 58" 130.0 124.1 130.0 130.0 99.3 130.0 130.0 82.8 130.0 130.0 70.9 130.0 130.0 62.1 129.1 116.5 55.2 114.8 104.9 49.7 103.3 95.3 45.1 93.9 87.4 41.4 86.1 80.7 38.2 79.4 74.9 35.5 73.8 69.9 33.1 1 68.9 65.5 31.0 64.6 61.7 29.2 60.8 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 63" 130.0 114.3 130.0 130.0 91.4 130.0 130.0 76.2 130.0 130.0 65.3 130.0 120.7 57.1 118.9 107.3 50.8 105.7 96.5 45.7 95.1 87.8 41.6 86.4 80.5 38.1 79.2 74.3 35.2 73.1 69.0 32.7 67.9 64.4 30.5 1 63.4 60.3 28.6 59.4 56.8 26.9 55.9 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 74-1 /4" 130.0 97.0 130.0 130.0 77.6 130.0 130.0 64.6 130.0 117.0 55.4 115.3 102.4 48.5 100.8 91.0 43.1 89.6 81.9 38.8 80.7 74.5 35.3 73.3 68.3 32.3 67.2 63.0 29.8 62.1 58.5 27.7 57.6 54.6 1 25.9 1 53.8 51.2 24.2 50.4 48.2 1 22.8 1 47.5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4.2 B4.2 C4.2 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 84" 130.0 85.7 130.0 130.0 68.6 130.0 120.7 57.1 118.9 103.4 49.0 101.9 90.5 42.9 89.1 80.5 38.1 79.2 72.4 34.3 71.3 65.8 31.2 64.8 60.3 28.6 59.4 55.7 26.4 54.9 51.7 24.5 50.9 48.3 22.9 47.5 45.3 21.4 44.6 42.6 20.2 41.9 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 96" 130.0 75.0 130.0 126.7 60.0 124.8 105.6 50.0 104.0 90.5 42.9 89.1 79.2 37.5 78.0 70.4 33.3 69.3 63.4 30.0 62.4 57.6 27.3 56.7 52.8 25.0 52.0 48.7 23.1 48.0 45.3 21.4 44.6 42.2 20.0 41.6 39.6 - 39.0 37.3 - 36.7 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 108" 130.0 66.7 130.0 112.6 53.3 110.9 93.9 44.4 92.4 80.5 38.1 79.2 70.4 33.3 69.3 62.6 29.6 61.6 56.3 26.7 55.5 51.2 24.2 50.4 46.9 22.2 46.2 43.3 20.5 42.7 40.2 - 39.6 37.5 - 37.0 35.2 - 34.7 33.1 - 32.6 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 120" 126.7 60.0 124.8 101.4 48.0 99.8 84.5 40.0 83.2 72.4 34.3 71.3 63.4 30.0 62.4 56.3 26.7 55.5 50.7 24.0 49.9 46.1 21.8 45.4 42.2 20.0 41.6 39.0 - 38.4 36.2 - 35.7 33.8 - 33.3 31.7 - 31.2 29.8 - 29.4 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4.2 B4.2 I C4.2 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 132" 115.2 54.5 113.5 92.2 43.6 90.8 76.8 36.4 75.6 65.8 31.2 64.8 57.6 27.3 56.7 51.2 24.2 50.4 46.1 21.8 45.4 41.9 - 41.3 38.4 - 37.8 35.4 - 34.9 32.9 - 32.4 30.7 - 30.3 28.8 - 28.4 27.1 - 26.7 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 144" 105.6 50.0 104.0 84.5 40.0 83.2 70.4 33.3 69.3 60.3 28.6 59.4 52.8 25.0 52.0 46.9 22.2 46.2 42.2 20.0 41.6 38.4 - 37.8 35.2 - 34.7 32.5 - 32.0 30.2 - 29.7 28.2 - 27.7 26.4 - 26.0 24.8 - 24.5 MULLION ANCHORS GLAZING PRODUCT W1 ALL LOADS ARE EXT.(+)/INT.(-). MULLION ANCHORS TYPICAL ANCHORS: 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) W4.2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD Z O F c' B4.2: THRU 1 BY BUCKS INTO CONC. OR BLOCKS W z N 1-1/4" MIN. EMBED INTO CONCRETE Q a a � 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCK 0 0 0 B4.2: DIRECTLY INTO GROUT FILLED BLOCK 1-3/4" MIN. EMBED INTO BLOCK IL 0 H C4.2: DIRECTLY INTO CONCRETE r V o 1-3/4" MIN. EMBED INTO CONCRETE 0Aa.s TYPICAL EDGE DISTANCE •••• • G 4 b it Z 0• INTO CONCRETE AND BLOCKS = 2-1/2- MIN. • • • c W ,• INTO WOOD STRUCTURE = 1 " MIN. • • • • • o I� W 0 € M .... a WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. ••... 0.2.E CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. • • • • . • C-90 GROUT FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI 441A.0 • • • • • EL • • • O p In ii••i• • • • ••• 0 ^� • J • • to ._I y• • p W W i` NOTE: m � H a��i @ ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS (n N AT HEAD, SILL OR JAMB ENDS. 04 SEE SHEET 7 FOR ANCHOR DETAILS. Z N 3 O (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 0 Z o Q '1 J 0 It rHORIZONTAL MULLION rl(Tf TrT1 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE � m VERTICAL PRODUCT �� 3 c0 W N MULLION Z - it R GLAZING O Z %ANCHOR � W a a PRODUCT DnQ N ETAIL #1 n MULLION NIx ANCHORS 3 GLAZING GLAZING C °� PRODUCT PRODUCT MULLION V) o 0 ANCHORS 5 O W2 MULLION SPAN 11111111/�� c '� TYPICAL MULLION ARRANGEMENTS �� °' �co=NSF°°•. o " s PRODUr REVI SED C j i 1� 70592 N WIDTH (W) _ (W1 + W2 � +2 as complyingvAth the Florida _ �y ` 2 Buildir,8 Cade .O(O Accep'.unceAto. '031R F-*--ration Datc 1.L - _ ay2,2018'r_ '� t t ®•'• STATE OF drawing no. ANCHORS By_ � P1> �i �� ••. ZORIOP.• �'��!®#YAL �� M95-16 _ `1111111 sheet 4 of $ . ,. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4.3 B4.3 C4.3/M4.3 20" 25" 30" 35" 40" 45" 50, 55" 60" 65" 70" 75" 80" 85" 50-5/8" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 122.2 130.0 130.0 107.0 130.0 130.0 95.1 130.0 120.1 85.6 130.0 109.2 77.8 130.0 100.1 71.3 130.0 92.4 65.8 130.0 85.8 61.1 126.8 80.1 57.0 118.3 75.1 53.5 110.9 70.7 50.3 104.4 20' 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 58" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 124.5 130.0 130.0 106.7 130.0 130.0 93.4 130.0 116.5 83.0 130.0 104.9 74.7 130.0 95.3 67.9 1 130.0 87.4 62.2 129.1 80.7 57.4 119.2 74.9 53.3 110.7 69.9 49.8 103.3 65.5 46.7 96.8 61.7 43.9 91.1 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70' 75" 80" 85" 63" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 114.6 130.0 130.0 98.2 130.0 120.7 85.9 130.0 107.3 76.4 130.0 96.5 68.8 130.0 87.8 1 62.5 129.7 80.5 57.3 118.9 74.3 52.9 109.7 69.0 49.1 101.9 64.4 45.8 95.1 60.3 43.0 89.1 56.8 40.4 83.9 20" 25' 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 74-1 /4" 130.0 130.0 130.0 130.0 116.7 130.0 130.0 97.2 1 130.0 117.0 83.3 130.0 102.4 72.9 130.0 91.0 64.8 130.0 81.9 58.3 121.0 74.5 53.0 110.0 68.3 48.6 100.8 63.0 44.9 93.1 58.5 41.7 86.4 54.6 38.9 80.7 51.2 36.5 75.6 48.2 34.3 71.2 DESIGN LOAD'CAPACITY =.PSF WINDOW DIMS. - ANCHORS TYPE WIDTH (W) MULL SPAN W4.3 B4.3 C4.3/M, 20" 25" 30" 35" 40" 45" 50" 55" 60' 65" 70" 75" 80" 85" 84" 130.0 128.9 130.0 130.0 103.1 130.0 120.7 85.9 130.0 103.4 73.7 130.0 90.5 64.5 130.0 80.5 57.3 118.9 72.4 51.6 107.0 65.8 46.9 97.2 60.3 43.0 89.1 55.7 39.7 82.3 51.7 36.8 76.4 48.3 34.4 71.3 45.3 32.2 66.9 42.6 30.3 62.9 20" 25" 30" 35" 40" 45" 50" 96" 55" 60" 65" 70" 75" 80" 85" 130.0 112.8 130.0 126.7 90.2 130.0 105.6 75.2 130.0 90.5 64.5 130.0 79.2 56.4 117.0 70.4 50.1 104.0 63.4 45.1 93.6 57.6 41.0 85.1 52.8 37.6 78.0 48.7 34.7 72.0 45.3 32.2 66.9 42.2 30.1 62.4 39.6 28.2 58.5 37.3 26.5 55.1 20" 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 108" 130.0 100.3 130.0 112.6 80.2 130.0 93.9 66.8 130.0 80.5 57.3 118.9 70.4 50.1 104.0 62.6 44.6 92.4 56.3 40.1 83.2 51.2 36.5 75.6 46.9 33.4 69.3 43.3 1 30.9 64.0 40.2 28.6 59.4 37.5 26.7 55.5 35.2 25.1 52.0 33.1 23.6 48.9 20' 25" 30" 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" _ 120" J 126.7 90.2 130.0 101.4 72.2 130.0 84.5 60.2 124.8 72.4 51.6 e 107.0 J 63.4 45.1 . 56.3 40.1 83.2 50.7 36.1 74.9 46.1 32.8 68.1 42.2 30.1 62.4 39.0 27.8 57.6 36.2 25.8 53.5 33.8 24.1 49.9 31.7 22.6 46.8 29.8 21.2 44.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4.3 I B4.3 C4.3/M4.3 20" 25" 30" 35" 40" 45" 50' 55" 60" 65" 70" 75" 80" 85" 132" 115.2 82.0 130.0 92.2 65.6 130.0 76.8 54.7 113.5 65.8 46.9 97.2 57.6 41.0 85.1 51.2 36.5 75.6 46.1 32.8 68.1 41.9 29.8 61.9 38.4 27.3 56.7 35.4 25.2 52.4 32.9 23.4 48.6 30.7 21.9 45.4 28.8 20.5 42.5 27.1 - 40.0 20" 25" 30' 35" 40" 45" 50" 55" 60" 65" 70" 75" 80" 85" 144" 105.6 75.2 130.0 84.5 60.2 124.8 70.4 50.1 104.0 60.3 43.0 89.1 52.8 37.6 78.0 46.9 33.4 69.3 42.2 30.1 62.4 38.4 27.3 56.7 35.2 25.1 52.0 32.5 23.1 48.0 30.2 21.5 44.6 28.2 20.1 41.6 26.4 - 39.0 24.8 - i 36.7 MULLION ANCHORS ALL LOADS ARE EXT.(+)/INT.(-). TYPICAL ANCHORS: 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) W4.3: INTO 2BY WOOD. BUCKS OR WOOD STRUCTURES 1-1 /2" MIN. PENETRATION INTO WOOD B4.3: THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCK 84.3: DIRECTLY INTO GROUT FILLED BLOCK 1-3/4" MIN. EMBED INTO BLOCK C4.3: DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE 1/4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) . • M4.3: INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 0000 ALUMINUM: 1/8" THK. MIN. (6063-T5 -MIN.) .00• STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) .... (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •. • • • • •• •• TYPICAL EDGE DISTANCE 0 * 0 0 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. •• INTO METAL STRUCTURE = 3/4" MIN. •• .WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 GROUT FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN. NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEET 8 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) MULLION HORIZONTAL MULLION ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE VERTICAL MULLION Z ; GLAZING GLAZING 0 a PRODUCT PRODUCT MI II \-MULLION ANCHORS W1 W2 GLAZING PRODUCT ��. ` ANCHOR "````ppppppETAIL # 1 MULLION N ANCHORS 3- GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = (W1 2 W2, +2 ANCHORS PRODI CT REVISED as casmi ing with the Florida $adding Cb& Acc,,ptEerx No.1�-0-31 q-0-(o EMDiratiion Date n31 7,81 loZz y:o.70592 ay 2,2018 9 STATE OF �"i� Z Zro o C" n N Qa �N 0 .j (4 o M 0 M O 0 ao�� o M y0 YQ. Z"►"o M QWOa�t �•• N 0 • o (j) .V Z •�•••• O •a� . . J '� • • o • • Li L m N Of In coo o°'o v N � � NAM rn Z p J 0. t� Z L` o Q 'a Lr) Q J In I rn cA v N \ • o � N ' U drawing no. M95-16 sheet 5 of z Ir 2X2X1/8" ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE #14 SMS 2 PER ANGLE 1 MULLION 1/2" MAX. TYPICAL ANCHORS TYPE `W2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES SEE SHEET 6 FOR ANCHOR CAPACITIES 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE #14 SMS 2 PER ANGLE 1 �lMULLION 1/2" MAX. TYPICAL ANCHORS TYPE `B2' THRU 1 BY BUCKS INTO FILLED BLOCKS OR CONCRETE SEE SHEET 6 FOR ANCHOR CAPACITIES 2 X 2 X 1/8- ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE #14 SMS 2 PER ANGLE MULLION I I 1/2" MAX. TYPICAL ANCHORS TYPE 'B2' OR `C2' DIRECTLY INTO GROUT FILLED BLOCKS OR CONCRETE SEE SHEET 3 FOR ANCHOR CAPACITIES ' FLOATING CLIP N M TYPICAL ANCHORS 0 2 PER CLIP VOU�IFILLED BLOCK OR /COI�ICRETE G R O/FILLED BLOCK / 00 M z M z ----- E-3 < MULLION 1/2" MAX. FLOATING CLIP TYPICAL ANCHORS 2 PER CLIP MULLION 1/2" MAX. FLOATING CLIP TYPICAL ANCHORS 2 PER CLIP cr O GR0 FILLED BLOCK 07R CCjNCRETE MULLION _ 1/2„ MAX. ZO�FILLED BLOCK 07 CSNJCRETE Mt 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE #14 SMS 2 PER ANGLE 1 MULLION 1/2" MAX. FLOATING CLIP TYPICAL ANCHORS 2 PER CLIP MULLION 1/2" MAX. TYPICAL ANCHORS TYPE 'M2' INTO METAL STRUCTURES SEE SHEET 3 FOR ANCHOR CAPACITIES V � so — I rn Z M� z m � M N O ag 1to J a C °IL �c°�� of m LL. �yM m a0 • • • • •• 0i•FI• (D m N j�q•� •••••• • •. •••:• 4Lu .4.•O .••••• ••••• LL 0 Z M • • -•••• 0 z J A Q ••••• • •• •• ••••• •••••• • Q••• N ••••• • • • 0) O o • • 0 0 0 0 A-• Z •••••• n y, n • • •a • J• J Z. • o • • � M W W i` m N ckf ~ ONE o (n e- N N Ln v 3i _Z —1 Z LL' i o Q •G. L rW- Iu rr U W V) 2 N CW9 U r ZZQ N ~ 2 W W U x O 0 J 01 K a w U O � W z Ii a z O ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1D WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR g ` � � m WATER -WHITE METHACRYLATE LACQUER. j O to0 0 0 a) 00 x —Ln � ch .Nap o PRODUCT REV119M � � N M . 70592 as complying with the Florida = Building CodeI( - s^r `f c L A.cogtaw,cNo. 2L!-0619.o(0 ay2,20181f Ezpirahan Date,STATE OF �9 �® �/ drawing no. • N•' 13yProduct Control '''�.,�5®®°R�o ��®�,• M95-16 Mi am Dade NAL i,11j iJ111% `�� sheet 6 of 8 1/2" 2" MIN 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE #14 SMS 2 PER ANGLE I p T ULLION I 1/2" MAX. TYPICAL ANCHORS TYPE `W4.2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES SEE SHEET 6 FOR ANCHOR CAPACITIES 1/2" 2" MIN 2 i� 2X2X1/8" ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE #14 SMS 2 PER ANGLE 1 :�l�rz•T.� 1/2" MAX. TYPICAL ANCHORS TYPE `B4.2' THRU 1BY BUCKS INTO FILLED BLOCKS OR CONCRETE SEE SHEET 6 FOR ANCHOR CAPACITIES 1/2" 2" MIN- 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE 2 PER1SMS ANGLE 04161 L I 1/2- MAX. TYPICAL ANCHORS TYPE `B4.2' OR `C4.2' DIRECTLY INTO GROUT FILLED BLOCKS OR CONCRETE SEE SHEET 4 FOR ANCHOR CAPACITIES z 2" MIN. 0 17 --- -- - - - - z - - - - - - - - - - - - - ------------- G �buf/nl_LED BLOCK O"/91 dCRETE 2" MIN. Be ZI- - - - - - - z ------- t7 _ GROu PIL LED BLOCK OROCRETE FLOATING CUP TYPICAL ANCHORS 4 PER CUP MULLION 1/2" MAX. FLOATING CLIP TYPICAL ANCHORS 2 PER CLIP MULLION 1/2" FLOATING CLIP TYPICAL ANCHORS 2 PER CLIP L----- MULLION 1/2" MAX. m 0 G�O/FILLED BLOCK 0R RETE ALUM ANGLE 2 X 3/4 X 1/8- 1-5/8- LONG (FOR 2" TUBE) 2-5/8" LONG (FOR 3" TUBE) 3-5/8" LONG (FOR 4", 5" do 6" TUBES) ACCESS HOLE #14 S.M.S. 2/ ANGLE (CHART M2) 3/ ANGLE (CHART M4.3) 1 TUBE MULLION I THIS SCREW CAN BE 1 INSTALLED IN EITHER DIRECTION I 1 1 I I #14 F.H. S.M.S. I 1 2/ ANGLE (CHART M2) I I TUBE MULLION 4/ ANGLE (CHART M4.3) j ANCHOR DETAIL # 1 V i LO rn Z I Z 0 0 N � IL O.J ui IL w of Cc 0 top 0 C M 0 t» c6 o.l"g 0 jb— ••••�• �• •• fA �•�•r •• • .•• Q jr 1•1•� ••••s• • ,••• N. Z O • • m c°� W s•s• a IM1�� ••••• • • • •••• & . 04 0) • Un • ••s• 4 0 1 •G•••• • •• 0 • 0A1 • • J _j V • •.. 'Z• v :2 N W 81 Ld m �cy F_ � U) G o (n N U) rn Z co J 0 0 O Q 'a LO Q I1 / ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED N WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR g o N N WATER -WHITE METHACRYLATE LACQUER. c PIP 0 PRODUI✓ r REVLSE) C4 M a as oc)mp inS vrith the Florida o. 70592 - • a a' Building Code Aoccptw_,eNo. � 031 .Ob— May2,2018C_ G OUT FILLED EVftattonDa 0 STATE OF ��` drawing no. BLOCK i AR O�ICRETED� i/��•ORIDO`.•��®`�� M95-16 NamiProduct Cont<al /�i� ® 1sheet 7 of $ um 1/2" 3" MIN_ W 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 00 2 PER ANGLE M Z 3" MIN. 0 #14 SMS 3 PER ANGLE -----T— -- J 1 MI ----------------- MULLION J � 1/2" MAX. TYPICAL ANCHORS TYPE 'W4.3' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES SEE SHEET 6 FOR ANCHOR CAPACITIES 1/2" 3" Mw 2 X 2 X 1 /8" ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE #14 SMS 3 PER ANGLE 1 ULLION 1/2" MAX. TYPICAL ANCHORS TYPE 'B4.3' THRU 1BY BUCKS INTO FILLED BLOCKS OR CONCRETE SEE SHEET 6 FOR ANCHOR CAPACITIES 1/2" 3" MIN 2 2X2X1/8" ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE #14 SMS 3 PER ANGLE 1 ULLION 1 I 1/2" MAX. TYPICAL ANCHORS' TYPE 'B4.3' OR '•C4.3' DIRECTLY INTO GROUT FILLED BLOCKS OR CONCRETE SEE SHEET 5 FOR ANCHOR CAPACITIES ROUT FILLED LOCK R fRETE �D/FILLED BLOCK OR /O�ICRETE �ODz__,, r 3" MIN. � z �o -- 33"" MIN. M X. I FLOATING CLIP TYPICAL ANCHORS 4 PER CLIP MULLION 2 - ----------------- ----------------- M 1/2" MAX. FLOATING CLIP TYPICAL ANCHORS 4 PER CLIP MULLION 1/2" MAX. FLOATING CUP TYPICAL ANCHORS 4 PER CLIP MULLION 1/2' MAX. x 0 1/2" M z M 3" MIN 3" MIN. z ----------------- t----------------- M 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE #14 SMS 3 PER ANGLE 1 MULLION 1/2" MAX. FLOATING CUP TYPICAL ANCHORS 4 PER CLIP L=— MULLION 1/2" MAX. TYPICAL ANCHORS TYPE 'M4.3' INTO METAL STRUCTURES SEE SHEET 5 FOR ANCHOR CAPACITIES � ^I Lr) ZD O 00,to O IL " o nM v M Q'O— o CLm em • • • 0 •• • z •••••• Q 31i � • it UA lb •••••• CL• • • • ice•••• I • • Z • n i 0 0• • • • • N > N X W CkI W m W N ~ O V) co OD 0 U) ,- M N V%M ONi Z �-J 3 �ZU_ o Q 'a L Q �rFW 12 I / . ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED �' co — c � WITH ALKALI —RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR o p N N WATER —WHITE METHACRYLATE LACQUER. o 0 0) o _ c NIP �� .° • ,aGEtdSF �i o � d as comphjing with the Florida ®. 70592 o a Build Cor:B o s Acc )t=e No. " U STATE OF �May 2,2018� G O FILLED Expiration Date 2 BLOCK � ®� �� drawing no. OR OCREfE BY,;��a�••.�ZORIOP.• • ®�; � Miami Dade Prodict Control M95-16 /�®®��,0\�\ sheet of 8