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WS-17-953Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Pe S-4-17-953 Type: Windows/S utter tion: Window/Door Rept em Permit Status: APPROVED Parcel Number 1090 NE 105 Street Miami Shores, FL 33138-2106 Owner Information Address 1122320280100 Block: Lot: FIRST MB PROPERTY LLC 1951 NW 7 Avenue MIAMI FL 33158- 1951 NW 7 Avenue MIAMI FL 33158- Contractor(s) WADRA LLC Phone (786)344-8780 CeII Phone Phone Expiration: 10/0312017 FIRST MB PROPERTY LLC Valuation: Total Sq Feet: Type of Work: WINDOWS 13 AND DOOR 7 REPLACEMENT No of Openings: 20 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $18.00 $4.50 $4.50 $6.00 $300.00 $12.00 $24.00 $369.00 Pay Date Pay Type Invoice # WS -4-17-63597 04/06/2017 Credit Card Amt Paid Amt Due $ 369.00 $ 0.00 Cell $ 30,000.00 0 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT. . construction and zon iii // edify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating . Futhermore, I authorize the above-named contractor to do the work stated. Auth gnature: Owne Builng Departm y nt Copy / Contractor / Agent April 06, 2017 Date April 06, 2017 1 050-10 /0 402 049-3 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 FBC 20 I BUILDING Master Permit No. c tS --r -g-s PERMIT APPLICATION Sub Permit No. UJJ IR- `9 63 AER 0 6 2017 BY ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1(d g0 SII to ST City: Miami Shores County: Miami Dade Zip: 3.3 I F Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -&T 116 ` AOf-eAj 1 Phone#: 34° Sb 9.4 Address: L©JO A✓C: loS- r City: ( j Arl1 5 bli°401 State: .F1---- Zip: 31 3X' Tenant/Lessee Name: Phone#: Email: (e /»1 i tO e A' -- 1113 - Co 41 CONTRACTOR: Company Name: A® LLC— Phone#: i“, 3441 S4O Address: City: State: (- Zip: 33 124- Qualifier 2 - Qualifier Name: —61utG vk c–ufe. Phone#: .34c a O State Certification or Registration #: 2 t 4C 4 tg 6-X Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 411.9 • 00-o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: tAi N ©AwS 4 v- "'1" Geit—A" Specify color of color thru tile: 1 Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 3 ER ro (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT G CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of L , 20 1-4-- by C day of A/1L , 20 Pi , by OS 50 , who is personally known to 71 (•-0 CSA , who is personally known to me or who has produced sbit as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print- Seal: rint:Seal: identification and who did tAke an oath. NOTARY PUBLIC: Sign: Print: Seal: as ****************************** ******+k**********t**************************i*******+t*********** APPROVED BY (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk 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- rp ogress ir,l_s_pgsliQn, 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). Artiktfi Cd4 ? O --6114.GJt 4 Cvi� Qualifier/Owner Signature Date Print Name • 4/4/2017 Florida Building Code Online FLORMA.DBPARTMANT usiness BCIS Home I Log In I User Registration 1 Hot Topics Submit Surcharge 1 Stats & Facts I Publications I PBC Staff I SCIS Site Map I Unks I Search OFFICE OF THE SECRETARY Product Approval USER: Public User Product Approval Menu > product or Aoolicatton Search, > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL15 20-R1 t-RevrsioPt" 2014 Approved T M Windows LLC 1543 North Powerline Rd Pompano Beach, FL 33021 (954) 781-4430 ocordova@tmwindow.com Frank Bennardo frank@engexp.com Category Windows -- Subcategory Fixed Compliance Method WS Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida Ucense PE -0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15920 R1 COI Indeo odf •• ••• • • • • • •• Referenced Standard Dnd Ytiarlol:St:ngarl) • •• • • • • ••• • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • Equivalence of Pr,•pdurt Surjdatdsr • • • • • Certified Ins :• ••• ••• • •••• Sections from the Code ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Mindful' TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 haps://floridabuilding.org/pr/pr app dtLaspx?param--wGEVXQwtDgsDdFYerPIwHD3ktsOj8%2faPTX5oiAWamZ08EXOFi21xCQ%3d%3d 1/2 r 4/4/201 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 04/28/2015 05/01/2015 05/10/2015 06/22/2015 FL # Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Window Series "300" Aluminum Fixed Window - LMI/SMI 74" x 122" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Installation Instructions FL15920 R1 II Dwo.odf Verified By: Frank Bennardo P.E. 46549 Created by Independent Third Party: Yes Evaluation Reports FL15920 R1 AE Eval.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an ANEEO employer. Coovriaht 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 emalls 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: • . .. • .. ... . . . . . .. . . .. ... .. . . . .. • ... . • . • • • • . . . . . . • .. • ... . .. ... • . . . ... • • . • . • . • . . ... . . • . • • . . • . ... • • • . . ... . . • • . • . . • . . . • e. .. •• . • . Credit Card Safe securitym TR)CS haps://8oridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD3kts0j8%2faITX5oiAWamZ08EXOH21xCQ%3d%3d 2/2 TM WINDOW & DOOR SERIES 300 ALUMINUM FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-04 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 30B -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE UMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN 1S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. • • 7. ALL EXTRUSIONS SHALL BE 6063-T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. ,{�...Y, EXTERIOR SEAM OF FRAME CORNERS, INSTALLATIOiN SCREWS, AND GLAZING BEAD ENDS 4lit SCALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESSa50E1•61TO1 A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. • 10. AU. DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORI0AENUT DING CODE. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I. DUPONT DE NEMOURS & CO., INC. -PVB INTERLAYER N.O.A.# 13-0129.27 AND E.I. DUPONT DE NEMOURS & CO., INC. - SENTRYGLAS INTERL� d.A.S 11-0624.02 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES F0 • • • RESTRICTIONS. • • 13. WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUIT•BE • • ADDRESSED ON A SITE SPECIFIC BASIS. NOT BY TM WINDOW & DOOR LLC. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS • • • SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS 'MIS• ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, STSitM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS FOR STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AEFIRMAM IS ARE INTENDED. 16. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. FL #15920.1 POSSIBLE ARCHITECTURAL SHAPES: SHAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND UE SIDED TRAPEZOID HALF EYEBROW QUARTER SEGMENT TRIANGLE HALF -CIRCLE HALF ELLIPTICAL QUARTER CIRCLE TRAPEZOID FULL CIRCLE EYEBROW ARCH PENTAGON OCTAGON EXTENDED FULL ELLIPSE HALF ARCH GOTHIC OVAL EUPTICAL HALF FAN EQUAL LEG TRIANGLE HEXAGON FAN ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. ARCHITECTURAL SHAPES ARE LIMITED TO * 70 Psf. MAX. HOTDOG JOINT WELD POINTS TYP. (MAY VARY) SURFACE APPLIED FALSE MUNTINS OPTIONAL 12° MAX. FOR ANCHORS TYPE A & C OR • 2° - 3" MAX FROM V MAX. FOR ANCHORS ANY 10INT OR TSE 6 , CORNER 6 — ��--_,[--JL--- - ,- i --lr_ li--111-- ig,r -7,1-1:: 0 g - ____IL-__ L — illi D.LO. • FRAME WID1 . . TYPICAL ELEVA:TION P.E. D.LO. WIDTH . WINDOW VIM -4" D.LO. LENGTH o WINDOW LENGG1111 •••• 0 0 pa• d* zNlia • eK .••.•�$R •.•• z •••..3 • • •• • ••.•1 ••• •. • • •••• • • • 5920' • • i i NOTE: t ¥ ^$ WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 1 1 • • • • • • • �• • X • • • •• • • 15-2370 NT$ 101 DISCRIVrlik COVER SHEET EXISTING HOST STRUCTURE METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL: Fy. 36 KSI MIN. ALUMINUM: 6063-T5 MIN. 1x OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 0 OPTIONAL SURFACE APPLIED MUNTINS GT 0 0al r''-‘11,..., �� Viai 1/4" MAX SHIM 41111 a` lx OR 2x WOOD BUCK �� i►(OPTIONAL). NOT BY T.M. , , , Ilik4leV • E•• 0 Lim __il`-.. 1/4° MAX SLUM roti ilil�� war E DIST ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 0 o 0 SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EXISTING HOS1 STRUCTURE TYPICAL SECTION 6" = 1'-0° VERT SECT EDGE DIST 1/4° MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING EDGE DIST WON gisigaiT ll 0 2BY WOOD BUCK 1/4° MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING " .. $ 12 • ip 18 I,J TYPICAL ANCHORS:O I SEE ELEV. ON PAGE 2/8 &ANCHOR CHARTS FOR SPACING & QUANTITY TYPE' A' - 1/4" DIA. ULTRACON SY'ELCO' (Fu=177 KSI, i l 0 Fy=155 KSI) �q THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT .. 3L wg FILLED BLACK (ASTM C90) •••• 0 `� .. % 1-3/4° MIN. EMBED INTO CONCRETE OR GROUT FILLED LO • •� BLOCK. • • •••• Z • • • • • TYPE B' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, • • • :a •• • • Fy=155K51) • •••• ••• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 PUN) • • • •• • • • 1.1/2° MIN. PENETRATION INTO WOOD • • • • •••• • •• •• • • • • TYPE 'C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 e • • • • • • • • '•' • MIN) (Fu=120 KSI, Fy=SO 1(51) ••:•11111 • • • INTO METAL STRUCTURES (5 PINCHES PASS THE • • • THREAD PLANE MIN.) STEEL: I�" THK. MIN. • • • • • . m : • (Fy=36 KSI MIN) • p ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN) • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED • • • • OR PAINTED) • • • II J • • TYPICAL EDGE DISTANCE • • • J I • • • INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2° MIN. • • • • • • • • Ilt •• INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. •I I . OPEREREVOREFOIROPM • •• FL #15920.1 15-2370 •4wIbmie=0.1101 COVER SWEET W L ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 606345 MIN. 1BY OR 2BY WOOD BUCK r ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING X NOTE:—Y—� WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 1 X EXAMPLE: A WINDOW WITH A FRAME HEIGHT OF 63° AND FRAME WIDTH OF 53%" HAS AN ALLOWABLE PRESSURE OF +/- BO PSF FOR GLASS TYPE M4. THESE DIMENSIONS MAY BE REVERSED FOR AN ALLOWABLE FRAME HEIGHT OF 533V AND AN ALLOWABLE FRAME WIDTH OF 63° FOR THE SAME GLASS TYPE AND ALLOWABLE DESIGN PRESSURE. SEE ( ) FOR EXAMPLE VALUE IN SCHEDULE °A.° 1/4° MAX SHIM INTERIOR 1/4° MAX SHIM 1x OR 2x WOOD BUCK (OPTIONAL) ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING L EXTERIOR D.L.O. FRAME WIDTH SCHEDULE "A" FOR SQUARE OR RECTANGLE OPTIONS -°THEA SHAPES ARE unarm* 70 PVISEE PAGED) DESIGN LOAD CAPACITY (ASD METHOD) FRAME DDIENNON (X) FRAME OIME ESION (Cj+) GLASS TYPE MI GLASS 'PIPE M2 GLASS 'TYPE M3 GLASS TYPE 814 GABS TYPE M6 GLASS TYPEDI8 GLASS TYPE 031 GLASSTYPER72 P.S.F () P.SF1+) P.B.F. (-) P.B.P.(*) P.B.F. () P.S.F.;*) P.SF (•) P.S.F'y P.S.F (i P.S.F. *) P.S.F (-) P.B.F.(+) PCP (1 P.S.F. (s) PILE. (-)P30 . 2811? 70 70 70 70 80 80 80 80 80 80 80 130 70 70 00 80 3T 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 83118' 70 70 70 70 , 80 ' 80 80 80 80 80 BO 130 70 70 80 80 74 70 70 70 70 80 80 80 80 80 80 80 133 70 70 80 00 108115 - - - 80 80 80 80 80 130 - - - 0111/4. • - - - - 80 80 80 80 BO 130 - - - VW DB VT 70 70 70 70 80 80 80 80 80 80 SD 130 70 70 00 80 - 3T 70 70 70 70 80 80 80 80 80 80 60 130 70 70 80 80 . 83 - 70 70 80 80 80 80 80 80 80 130 - 60 80 74• - - 70 70 80 BO 80 00 80 80 80 130 - 80 80 108115 - 00 60 80 80 00 130 - - - • 1111(5 - • - - - - 80 80 80 80 80 130 - •- 800/8° 28112' 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 OO - BT 70 70 70 70 80 80 80 80 60 80 80 130 70 70 80 80 63 VW -- - 80 80 80 80 - 74, - - - - 80 80 00 80 - - - - - i 108175 • - - - - - 00 80 00 BO - -- - - - 111130 •- - • - • 80 80 80 80 - • - • - - • 1 83"74' 28 1(2 70 70 70 70 80 80 80 00 80 80 80 130 70 70 88 80 37. 70 70 70 70 80 60 80 00 80 80 80 130 70 10 80 80.1 63115 - - - (80 80) 80 80 - 70 70 70 70 - • 1 1081(4' • - - - 70 70 70 70 - -• - - • 111115 - - • 70 70 70 70 - - - . - - • 74114° 28 VT 70 70 70 70 00 80 80 BO 80 80 80 130 70 70 80 6O• 3T 70 70 70 70 80 80 00 80 80 80 BO 130 70 70 80 80• p 1(5 80 BO 80 80 4 TS - - - - - 70 70 70 70 - - - 108114' - - - - - - - - 111114' - - - • - • 77 114' 28 1(2 70 70 70 70 80 80 80 80 80 BO 80 130 70 70 00 M 3T 70 70 70 70 80 00 BO 80 80 80 BO 130 70 70 80 80 631 - - - 80 6D 80 80 75 - • - - 70 70 70 70 - - - - - 108115 - -•- - - - - - - • . 1111)5- - - _• - • • • • • • • • •• • •••• ••• ••• •••• • • • • •••• • • • • • • • • FRARKo°:RE., qq;1 11r- • ahLy FL #15920.1 15-2370 8(O1 WHIR COVER SHEET w i 1 1 1 SCHEDULE "BR FOR SQUARE OR RECTANGLE OPTIONS -O7rffRSHAPES ARE LUffi7E0TO370Pe(BEE PAGE 2) FRAME 006 P9 FRAME 086 (Y) 01A88 TYPEMI (*) P.S.P GLASS TYPE 10 ()PBF.j+I PBF DESIGN LOAD CAPACITY (ASO MO 100) GYA6STYPE M3 ()PBPjyPBP G1.AOSTYPEM4 ()PBF4+)PBP. 01A88 TYPE 318 (-) P.13F.44) PBF 0t288TYPE MO GLASSTYPE107 (-) PBF.(N ME (-MAN +) P.B.F GLASS TYPE 102 48' sP 74° 24' BV' 70 70 70 70 70 70 70 70 80 60 a a a 60 80 80 a 80 80 80 so ao 130 70 70 70 70 ea eo ea so 08° 47 70 70 70 70 70 70 70 70 80 a 80 a a a 80 80 80 a 80 80 ea ea 130 130 79 70 70 so eo so so 48' 70 70 84° 70 70 70 70 80 a 80 a 80 80 so 130 70 70 so so TO 70 a a 80 _a 80 so 13* 70 70 so eo 87 68' 77 78 70 70 70 70 _70 70 70 70 70 70 70 a a a a a a 60 a 80 80 80 80 80 a 80 a 80 a so ea so 130 130 130 70 70 70 70 70 70 ea so so so so so 74' 24' 60° 70 70 70 70 70 70 70 70 70 70 70 70 a so eo 80 a a a a so 60 80 so a 80 so a 80 a eo 80 130 130 130 70 70 70 70 ao ea so so so so 88° 47 48' 64' 80' 88' 77 74' 24' 30' 08' 47 70 70 70 70 70 70 TO 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 _70 70 70 70 70 10 70 80 eo so a a so so so 80 so a 80 a eo so a eo so a a a a eo ao so so a a a so so so 80 eo so a so so a so eo a so 60 80 60 so so a a so so so a eo so to a so so so eo so so eo so so so a so so so so so eo so so so so so so so so so 130 130 130 10111 130 130 130 130 130 130 130 190 70 70 70 70 ro 70 70 70 so so so ea so ea so ao eo eo ea ea so so so so so so so so so 48° 64' 80' a' 72' 74° 24° 36' 4Y. 49' 70 70 70 70 70 70 70 70 70 to 70 70 70 70 70 70 70 70 so a a so a a so a a a a a a a a a a a a a 80 a a a so eo a so a a a a a a a a a so so so a a a a a a a a ao so a so so so ea so aa so so so so so so so so 130 130 130 130 130 130 70 re 70 70 ao 70 so so so so so so so ao so so so so 60' 88' a 70 a 70 a 70 so 70 77 74°'. 84' 24' 70 70 70 L 70 70 70 70 70 70 70 70 70 a 30' 8e' 47 70 70 70 70 70 70 70 70 70 70 a a a a a a a a a a so so 131/ 70 70 so ea eo a a a a a a a a so ea so so ea so 130 130 130 70 70 70 ao so so so ea 48' 70 70 a a a a a so so 130 so ea 84° 80' a' 77 74' 24' 80' 08' 70 70 70 70 70 70 70 70 70 70 70 70 a a a a a a a a to 70 70 a a a a a 70 70 _70 eo a a a a 70 70 70 a a a so eo 70 10 eo so so ea so 130 130 130 70 70 70 70 70 eo so eo so so so 42' 70 70 a a a a ea so so 130 so so 48' 64' 70 70 a a a a a a so so ea so so 130 so so 80' 87 77 74' a 70 70 70 a 70 70 70 so TO 70 70 so 70 70 70 FL #15920.1 FRAME DIM (a 88. 107 127 127 138* 144. FRAME ODA V) 37 42. ar Or 77 74. 24. 37 47 64. OW 77 24. 37 47 48. 84. Or 68. 72. 77 24' 38. 47 FOR SQUARE OR RECTANGLE OPTIONS - 0111ER 8HAPE8 ARE LIMITED TO*70 P41031BE PAGE 2) MASS TYPE 161 ao 70 70 70 57 87 Er 77 33. 37 47 84. 87 77 74* 42. 48. ar 72. 74. 47 ert 89. 72. GLASS TYPE 812 ro 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 021901 LOAD CAPACITY (480 /4811409) GLASS TYPE 613 so eo BO so so ea eo so so so so ao so so so so so ao so 811AS8 TYPE 814 so so so so so so so 70 70 so so so eo eo eo so 70 70 70 so so so 80 so 33 eo ao so ea so 70 70 80 eo so ao so so 70 70 70 eo ea so so GLA138 Pa PaF so ao so eo ea 80 70 70 70 so so ao so so eo 70 70 70 so so so eo so so ea so ea so so 70 70 eo so ea so so so 70 70 70 so so so 70 70 so eo so so so so so 70 70 70 TO 70 70 70 70 70 70 70 70 70 70 74. 30. 70 so so ao 70 ra so so so so ea ea 33 70 33 70 70 70 70 70 70 70 70 70 70 70 70 ro TO 70 so so so 70 70 70 ea so so eo so ea eo ro 70 70 ao 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 so so so so ro 70 so so so eo eo so ea 70 70 70 70 ro 70 70 70 70 70 70 70 70 70 70 79 70 70 70 so so so eo 93 so so ea so so so ea ea so eo ao so so so 130 130 130 130 130 130 133 130 130 130 192 130 130 GU418 TYPE KO 70 70 70 70 70 70 • • 61A83 TYPE 02 ea so eo so so co eo so so so • • eo so so so so so so so so • 130 130 130 130 190 4 490 ID a. • • • 4,0 • • • • • • • • 38. 47 84. 87 77 74. 70 70 70 70 70 70 • • • • • • 1 01091370060313076138 15-2370 Nam HT8 101 COVER SHEET GLASS TYPES .090 BUTACITE PVB .090 BUTACITE PVB .090 BUTACITE PVB INTERLAYER INTERLAYER INTERLAYER Y8 ANN. Ye ANN Vie ANN. 316° ANN Ye H.S. Ye H.S. SEALANT DEPTH MIN.(NPP.) j�j� DEPTH MIN.(TYPSEALANTP.) MI SEALANT _ DEPTH S N (TYP.) SETTING BLOCK AT Yq POINTS Ye H.S. SEALANT Ye DEPTH MIN. (TYP.) SETTING BLACK AT 3 POINTS SETTING BLOCK AT Y4 POINTS • .090 SOP INTERLAYER .090 SGP INTERLAYER Ye H.S. W TEMP Ye TEMP Ye DEPTH MISEALANT N (TYP.) • SETTING BLOCK AT Ya POINTS .090 BUTACITE PVB INTERLAYER W ANN. SEALANT Ye° DEPTH MIN. (TYP.) Ye ANN he° AIR SPACE Ye ANN. SETAT TING PBLOCK �'II14 D MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS 0 N3001 0.083• SDL/JAMB/NEADER EXTRUSION 9063-T8 0 TM -328 1/8° GLASS STOP FOR 1. GLASS 8003-78 © TM -327 1/8• GLASS STOP FOR 8/18. GLASS 8083-78 0 - 0.088' SNAP COYER 0063-78 0 - 0.370' HIGH 0 VINYLS BULB AND 0.187• T -SLOT TPE POLYPROPYLENE FOR 8/18' GLASS ULTRAFAB 0 32001 VINYL 8U18 - 0.175°0 INSULATED GLASS GLUM BEAD AMESBURY 0 32011 VRNYL BULB - 0270°0 7/18 AND 8/18 GLASS GLAZING BEAD AMESBURY 0 - (2) j8 X 1 BMS SCREWS AT EACH FRAME CORNER SAE OR 2 MW FOR RECTANGULAR WINDOW SHAPES ONLY 0 - SEAM SEALER ACRYLIC SCHNEE-MO8ENEA0 ¢i - - - 8ETTNNO BLACK 1' LONG AT 1/4 POINTS NIGH 0ONSIITY RIBBER - OPTIONAL SURFACE APPLIED MUNTINS 6083 -TO - RAPID STRENGTH R3S7700 STRUCTURAL SILICONE ELASTOMEH6C ADHESIVE 137 MOMENTNE PERFORMANCE MATERIALS Itt - ALUMINUM 'L1' CHANNEL 2. NANO AT EVERY ANCHOR LOCATION (TYP.) 8082 032 ALUMINUM cr.,— 3/18' XL EDGE MASS SPACER STARLESS STEEL ALL METAL 4r, - 7/18' XL ENE 0USS SPACER STAINLESS STEEL. ALL METAL (ID - PRIMARY SEAL NO ott — SENXMIIIARY SEAL SILICONE .090 BUTACITE PVB INTERLAYER YNe° H.S. SEALANT Re DEPTH MIN. (TIP.) SETTING BLOCK AT Y4 POINTS 3(e° H.S. •••• %e AIR SPACE • •• .a Y,°H.S. •••• •••• •j •••• • • •• J •• • • • • • •• • •••• ••• • N Ips • • •4 * ONLY APPROVED FOR LARGE MISSILE IMPACT ♦Y • • •••• •••RB•> • • p8 !!55 • • • • •• • • • 04 11 • . • q L� • • •• F •• E �°Jf, "O$ In 0 z E F X In I— 10 FL #15920.1 3 COVF6010 L1611IO8kH0PRESO 15-2370 COVEN SHEET 1 1 1 NOTE: 1 PART #14 IS NOT REQUIRED WHEN USING THIS EXTRUSION 0.02 3.18) 1.184 EXPOSED SURFACES EXPOSED SURFACES 0.270 0.022$- -- 0.080 4- 0.080 .129 0.202 0.125 1.000 NOTE: EXTRUSIONS NOT TO SCALE. ✓ 5 0 1 • • • • • •• • •..I • � • NO •21� •••• • .... ••.. •••••• • .J ••••• OCA • • • .0 •. ••• ••• .g • • • • • • • • 0 •••• I Q • • • •• • ••• • • •�j •. g 0.813 14 0.090 FL #15920.1 1.41 •4.• • • • • 15-2370 =talgagai101 U J 1 1 1 FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY (TYP.). SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL • • • • • •• • • •••• • •••• ••• • • ••••• •••• • J •• ••• • • J •••• • •••oC • •••••• ••• • P.8 1 • • • •0cice31 • •a 0 li• ••l 4 g 1;, 1 FL #15920.1 #8x 1" GRADE 2 SMS (FOR 90° CORNERS ONLY) z 01 pu*rn rns 101 P•f+B Ni 4/27/2015 ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: FL#15920.1-R1 15-2370 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2370 titled "Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #0611.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202 & 203 test standards per test report(s) #0611.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Architectural Shape Options 4. Glass Capacity 5. Anchor Capacity •• • ••• • • •• • • ••• ••• •••• • • • •• • • • • • • •• ••• • •• ... _ ...•.e� r oleo 160 SW 12TH AVENUE #106 ©EEgFIEl••D'�•PaAC , Ft 334441 PHONE: 954-354-0660 :FAL;•p5g-I54-0K4gi WWW.ENG•E•7LP?COM• • ••• • • ENGINEERING EXPRESS`'' 4/27/2015 TM Window, LLC. — Series 300 Aluminum Fixed Window (LMI) Page 2 of 2 No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer (NOA # 11-0624.02) • DuPont PVB Interlayer (NOA #13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (Le. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (Le. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (Le. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (Le. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed Toads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). • • •• ••• • • • • • • • •• • •• ••• • • • • •• • ••• • • • • •• • • • • • • • • • •• •• • •• • • •• ••• ••• •• •. • • • • • • ••• • • • • • 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0664:h&: 9$4-3549011443 WWW.ENGG•XP.COP'= • • i i • • •• •• • • • •• • ••• • • • ••• • 4/5/201 Florida Building Code Online FLORIDA DaPAPTTdaNT OF usinesC&, Florida r 111F-TIROPP ► OFFICE OF TM SECRETARY SCIS Home Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts Publications 1 FBC Staff 1 BUS Site Map 1 Links 1 Search Product Approval USER: Public User product Approval Menu > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - Applications 2014 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 14996 ALL ALL ALL ALL ALL ALL ALL ELA URA Manufacturer Validated By Status J=L14996-R2 Jiisto v Revision Silverline Building Products Corp. Category: Windows Subcategory: Double Hung Ryan J. King, P.E. (813) 767-6555 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact La :: x601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida, :: privacy Statement :: Accessibility Statement :: Jt fund 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick jlere . Product Approval Accepts: • Credit Card Safe sccunUyMETILICS' •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • ••• • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://fioridabuilding.org/pr/pr_app_Istaspx 1/1 R W R W Building Consultants, Inc. April 2, 2015 B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 To Whom It May Concern: FL -14996 Equivalency of Standards ASTM D 635-96 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-96. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 635-96 is equivalent to ASTM D 635-06, which is the reference standard and year that has been adopted by the 5th Edition (2014) Florida Building Code. ASTM D 638-96 Equivalent to ASTM D 638-03 The products referenced in this Product Approval have been tested in accordance with ASTM D 638-96. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 638-96 is equivalent to ASTM D 638-03, which is the reference standard and year that has been adopted by the 5th Edition (2014) Florida Building Code. ASTM D 2843-93 Equivalent to ASTM D 2843-99 The products referenced in this Product Approval have been tested in accordance with ASTM D 2843-93. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 2843-93 is equivalent to ASTM D 2843-99, which is the reference standard and year that has been adopted by the 5th Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 26-95 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 5th Edition (2014) Florida Building Code. 4l -z f Lyndon F. Schmidt, P.E. FL No. 43409 •• ••• • • • • • •• CA No. 9813• • • • • • •.• ••• •• . • • .• •••• • • • . .• • • • • • • • . • • • . . • ••• . • • • • • • • •. •• • •• • ••. . •. • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SilverIin!�CM byn WINDOWS•DOORS SERIES 3600 MODEL 3601/3611 EXTRUDED VINYL TiLT DOUBLE HUNG WINDOW w/ NAILING FIN "IMPACT' GENERAL NOTES 1. This prod.:it has been evaluated and B in compliance with the 5th Edition 2� 4� a Building • 6odetFr! � requiterantsi chiding °H� Velocity • 2. t'roduct qng.gcgsjilati be as listad on spaced as shown on details. Anchor embedment to base material • than be beyond wn9 dressing or stuccp. • • • • • • 3. When used to the "IVHZ" ThI •prodtietMompties with section 1626 of the Florida Buttdng Code and does 'hot requtegpli ictresstol• ioeo . x •••• 1 • 4 .: a •When use do grips outside of the `HVHZ° requiring wind borne debris protection this product compiles • tih Section 1109..2 of the?dhs does not require an Impact resistant covering. This product meets g • • . • • •missile levtffI`dhd inctudesWlone 4 as defined In ASTM E1996 and Section 1609.122 of the FBC. • • • 5 • 41• •F 2x stud rls0ucti constructions anchoring of these units shall be the same as that shown for 24 buck • masonry co on. • •••• • •• • • • .. d+Site condl2arrilbat deviateNpfh thelletalls of this drawing require further engineering analysts by a pcensedduhr nor reglstered architect. 7. This product meets water intitration requirements for "HVHZ". 6 iABIE OF COMMIS SHIM DESCRIPTION 1 Typical elevations. design pressures 8. general notes 2 Horizontal and vertical cross sections 3 Horizontal and vertical crass sections 4 Buckand Raneanchaing 5 Components 6 BB of materials 8. g1 wing detans E MO*MAXaA FIN TO ft4 WIDTH 46.D` MAX OA rwronr zP a z 0 N 2 WE: 10/24/ 3 SCALE: N.T.S avo er: JK aac er: LFS DRAWING Ro.: FL -14996.14 war 1 av 6 O U a 0 0 X 0 — - T ar X 7&r 46.0 X 72.0" 40.06" X air Gt, G2 +50.0 -50.0 zP a z 0 N 2 WE: 10/24/ 3 SCALE: N.T.S avo er: JK aac er: LFS DRAWING Ro.: FL -14996.14 war 1 av 6 O U a 0 0 X 0 . • ••• • • • ••• •• ••• • • ••• • a I-1/4 MIN. Emi• tn'Pa • • ••• • •• 7-114 --� • •• • • • • . • • • • • •• •• • • <nrin;�iuu;n di •Ak.w • • INTERIOR EX1ER?OR NOTE: 1. Head adapter secured w/ Nix 1' PH SMS located r torn ends and @ mtdspan of head. QtO HORIZONTAL CROSS SECTION Masonry Construction EXTERIOR °VERTICAL CROSS SECTION Masonry Construction �1111if r F.—&(•:-.: 3:>. . :Sul 1 i 1.. ..bg. :1#.; : 1;1% ....?::: i -ic Iltig et. mDi VS Ig4 0 co m O a } mQ 0 OM 10/24/ 3 SALE: N.T.S DM. BY JK cHI( eV LFS DRAM NO FL -14996.14 4 •• • • • • • ••• • • • • • • • • • • • • • 7-1/4" —1 • •• • • • • • • • • • • NOTE: 1. Head adapter segued w/ 96 x 1" PH SMS located 3" from ends and ® rn dspan of head. CDO • •• o o • A ii;rov."' 04111' i um • • • • • iO$ NORIZONTAL CROSS SECTION Stud Conshucfion O3 mama CROSS SECTION Stud Construction . LFS DRONING NO.: FL --14996.14 stEET 3 OF 6 z • .. •• • • •• .• • • • • ••• • • ••. • • • ••• ••• • ••• • ••• • 5" MAX. O.C. 7% FRAMING TO BE DESIGNED BY THE 61GNEDI OR ARCHITECT OF RECORD SAM ON WIND LOADS AND THE C1ADDNG BEING USED. • i•• • •• •• • • •••• • ••• •••• CONCREW HOR NOTES: 1. Concrete anchor locafon thm Mrwrs maybe mated to maintain Me min. • • •edge t> stafinelonwna 2. Conc etc I&cUons noted as MAX.• ON CENTER' must be adjusted to maintain tfie n , edge distance to matar»otnts. additional concrete anchors may be required to enstne the MAX. ON CORER - dimension are not exceeded. 3. Concrete anchor table: • • •••• • • 31QCRANCHORING ANCHOR: TYPE ANCHOR Si E :EmsEmENT MW Ma CLMRANCE TO MASONRY ELEr ' ` MW. CLEARANCE TO ADJACENN ANCHOR .. ITIN ® TAPCON 1/4" 1-1/4" T 4" ELCO ULTRACON• 1/4" 1-1/4" 1" 4" WOOD SCREW INSTALLATION NOM: 1. Maintain a minimum 5/8" edge distance. 1"end dunce. 8 1"o.c. spacing of wood screws to prevent the splitting of wood. FRAME ANCHORING 2X buck construction S MAX. O.C. �..�fl 1 % 0 1H, TRU FRAME ©T�. EACH JAMS / FRAME ..P., a ` ,,,>0 6 MIDSPAN OF EACH FRAME / N. FRAME ANCHORING 2X buck construction S MAX. O.C. �..�fl u FRAME ANCHORING Stud construction 4 a wTE: 10 24/ 3 s"„c N.T.S DM BW JK ram Br. LFB moue FL -14996.14 ee1EE7 4 or 6 43 p TYP. 0 1H, TRU FRAME 0MIDSPAN OF EACH JAMS / FRAME u FRAME ANCHORING Stud construction 4 a wTE: 10 24/ 3 s"„c N.T.S DM BW JK ram Br. LFB moue FL -14996.14 ee1EE7 4 or 6 43 • •• • • • • I•• • •• • • .... • •••• 1••• • • • ,••• 4.125° oMAW FRAME / JAMB .. •• • ••• • •• • •• •• • O.OT•• 4. • • •••• • •••• • • •••• • •••• • •••• • •• ••• • • • •••• • • • • 0 it $ I I 1A35° F� O=masa 1.265 0 omot FRAMESU oremADAPTER 1.575 -1 oTOP RAII LOWER SASH 17, —� 0.1° 0.1° ►� 1255° 1-:=1- OSAsh REINFORMIENT OAT }, 0.05 —►i 1 -- 024' oGIAD1I0 BEAD 1 �+- 1.78' o 1.435 Fes-- 1227° F� 1 +1.155'r one ramitAtcatie4t 0.07' g r- 1 Pic, \eilS � Ir! Ig A 6 8 2 mQ -Z cave 10/24/ 3 SCALE N.T.S mrc. er: JK cies .r: LFS mum NO FL -14996.14 SHEET 5 ors 1 a 1 • BILL OF MATERIALS am r onattpnoti MAIMAL A 2X FRAMING SG >= 0.42 WOOD B 2X BUCK SG >= 0.42 WOOD D 1/4° X 23/4" PRI ELCO ORM CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 410 X T FH WOOD SCREW STEEL G 1/4" MAX SHIM SPACE - J #8 X T PPH SMS (1-3/4" MIN. EMBEDMENT) STEEL K 48 X 1-1/2" PPH SMS (1-3/4" MIN. EMBEDMENT) STEEL 1 EXTRUDED PVC MAIN FRAME HEAD / JAMB 452-3001 • PVC 2 EXTRUDED PVC MAIN FRAME SILL 452-3003 • PVC 3 HEAD ADAPTER 450-9522 (6063-T6) ALUMINUM 4 EXTRUDED PVC GLAZING BEAD #1227 • PVC 5 EXTRUDED PVC UPPER UFT RAIL 4526 • PVC 6 EXTRUDED PVC UPPER SASH BOTTOM RAIL #52.8507 • PVC 7 EXTRUDED PVC UPPER SASH STILES 452-8504 • PVC 8 EXTRUDED PVC LOWER SASH TOP RAIL 452-8508 • PVC 9 EXTRUDED PVC LOWER UFT RAIL 452-8506 • PVC 10 EXTRUDED PVC LOWER SASH STILES 452.8505 • PVC 12 UPPER SAH KEEPER STEEL 13 LOWER SAgI4LOCI( STEEL i•L4.•X832X?TMIAS • •• STEEL ' 16 'PILE WEATHERSTRIP w/ FIN • • • ; - • Ib • ULB SEAttAb4- • 49 UPPER SASHIATCH • • • PVC • - GLAZING SILICONE (DOW 9r • • • SILICONE • 21 •UPPER SjSI jRrI4TCH PSPIOWM) PLASTIC — •'UPPER SA3IWONOT BAR ( 1SMZ1W 1) STEEL •'O • 1#8 X 1" PFM BGAEW •••• STEEL 29 •#6 X 1" PFU$$(„taW ZINCPy111 • STEEL • 31 •:SASH LOCK ASSY (DIE CAST ALUMINUM) - SASH LOCKI(E PER (ZINC 1'>tE �f 3IP - •32 : A KEEPER WI SERE RENFOROEM T 450-9523 ALUMINUM 35 LWT RAIPREINPORCEMENT•450-5 0 ALUMINUM • W • • LOCK RAIL lits 1{FORC 1150-9'F9 ALUMINUM 37 GPACERSTBEL 40 GLAZINNGG•S ZNNEI(TREMCO S7000) SILICONE 43 GLAZING SPACER (SUPERSPACER) PVC • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO RE PRODUCED BY EXTRUDERS LICENSEES IN HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 1/T GLASS BITE GI MAIM DETAIL 1!2"GLASS 885 6Z ' DEMft 7/8" OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090" DuPONT MACRE ® PVBIMERLAYER 1/8" ANNEALED GLASS AIR SPACE 1/8" ANNEALED GLASS 7/8" OVERALL GLASS THK. I/8" ANNEALED GLASS 0.090' DuPONT BUTACRE® PVB INTERLAYER 1/B'ANNEALED GLASS AIR SPACE 1fir ANNEALED GLASS 8 fv wQ N.0 ' 0 CAM 10/24/ 3 SME N.T.S o wa er: JK • Err: LFS DRAWING NO.: FL -14996.14 suirr 6 or 6 R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenifieate of Authorization No. 9813 Product Evaluation Report Report No.: Date: FL -14996.14 April 2, 2015 Product Category Sub Category Manufacturer Product Name Windows Double Hung Siiverline Building Products 1 Siiverline Drive North Brunswick, NJ 08902 Phone - 732.435.1000 Series 3600 Model 3601/3611 Extruded Vinyl Tilt Double Hung Window w/ Nailing Fin "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Silverline Building Products based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the °HVHZ° requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level °D° and indudes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -14998.14 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for °HVHZ°. 8. See drawing FL -14996.14 for size and design pressure limitations. Supporting Documents: 1. Test Report No. ATI C7606.03-109-18 aterials ETC 97-264-40910 2. Miami -Dade NOA 13-0129.27 3. Drawing No. No. FL -14996.14 4. Calculations Anchoring ASTM E1300 Glass Load 5. Quality Assurance Certificate of Participation issued by Window & Door Manufacldrrrs" •; Association, certifying that SilverLine Building Products Corpckation i�; • • manufacturing products within a quality assurance program th og g ed • with ISO/IEC 17020 and Guise 53. Test Standard TAS 201, 202 & 203-94 PVC Extrusions ASTM D635-98, D1929-96, D2843-93 D638-96 and G26-95 Materials Testing PVB Interlayer by DuPont Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ••.. • • • • • .. ••• • Testing Laboratory Signed by Architectural Testing, Inc. Michael D. Stremmel, P.E. ETC, Laboratories • • • •• • • • • • • • • ••. • • • • • • • • • •• .• • • • • • • • •.. • •• • • • • • • ••• • • • •, • SheetA of 1. . : • • • • •••• • •. . . •• •• • ••• ••• •• • ••• • • • • • -• • • • • • • • • • •• • J. L Doldan, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 4/28/2015 FkOPIDA DaP, Busse Florida yr irr ► OFFICE OF TM SECRETARY BUS Home Log In User Registration Hot Topics Product Approval USER: Public User Florida Building Code Online Submit Surcharge Stats & Facts Publications FBC Staff Product Approval Menu > product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - Applications 2014 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 12509.3 ALL ALL ALL ALL ALL ALL ALL LM Tvne Manufacturer Validated By Status FL12509- Revision JELD-WEN National Accreditation & Approved 132 FL#: FL12509.3 Management Institute * History Model: Finishield/Gladiator (804) 684-5124 Description: 12'-5" x 6'-10", Glazed Steel Wood Edge Outswing Door with Sidelites Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us ::,2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AWEE0 employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall 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 emall 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: ED EE Credit Card Sate Secu ri C)rA I I:T IU CS •. ••• • • • • • •• • • • • • •• • •• ••• •• • • • •• • • • • •• • • •.•• • • • • • • • • • • • • • • 0 • • •• • • • ••• • •• • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • . • .•• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • .•• • • https://floridabtdlding.org/pr/pr app_Istaspx 1/1 • •• • ••• • •• ••• •• ••• • ... • ••• • • • NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: Certification Date: Expiration Date: Revision Date: NI009861-R4 Page 3 04/14/2009 10/31/2020 01/14/2015 Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/ or w/o Side-Lites (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283 -04/E330 -02/E331-00 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments •X • S=tl • • • • • • I/S or • • o/S • • • i Glazed 3'2" x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-1A Max Panel Size: 3'0" x 6'7"D li t Opening:1'9" x 5'3" w/o Surface Bol Installation Details: JW 122008(1-14)/JW 192008(1-14) ••• .••:: • Single • ••• • •• • • • • US or • • • A- •• •• • Glazed 3'2"x6'10" +55/-55 No Maxor NCTL-210-3558-1/210-3558-1A MPanel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW122008(1-14uJW192008(1-14) • Dar• 1,•• Singles%y delite • 1•• • • •..•a•• • • •1iS or • • • US •••• •••• Glazed 6'3" x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-1A Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) P•• OX, Q. •.;•If$ or Sin la�wAi�°idelite • •.O/S • • • ' • • ••••• • s _ Glazed 6'3" x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-IA Max Panel Size: 3'0" x 6'T'Daylight Opening: i'9" x 5'3" w/Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) moi•• IIS or Double O/S Glazed 6'2" x 6' 10" +45/-45 No NCTL-210-3558-1/210-3558-1A Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) XX I/S or Double O/S Glazed 6'2" x 6' 10" +55/-55 No NCTL-210-3558-1/210-3558-1A Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: • •• • • • •• • • • • • NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: Certification Date: Expiration Date: Revision Date: NI009861-R4 Page 4 04/14/2009 10/31/2020 01/14/2015 Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/ or w/o Side-Lites (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283 -04/E330 -02/E331-00 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments OX4X/XXO Qoub1 e:W 5�iplite ••• • I/S or O/S • • • • • • • • Glazed 9'3" x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-1A Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW122008(1-14)/JW192008(1-14) ••• OXmoXa Double v1�Sidelite .•• • ••_ • • IJ or •. • ITS •• •• Glazed 9'3" x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details:JW122008(1-14)/JW192008(1-14) :• " OX5' ' a •Max •ing leml• aolites . •••• 1•111 ••'IYS or • • ••Q/S •••• Glazed 9'4" x 6'10" +45/-45 No NC7I-210-3558-1/210-3558-1A Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) i.. O) Q•• •••• Sin le.w deliteS g • r • • •••• • 0 or • • O/S • • • Glazed 9'4"x6'10" +55/-55 No NCTL-210-3558-1/210-3558-IA Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW 122008(1-14)/J W 192008(1-14) OXnO Double w/Sidelites I/S or O/S Glazed 12'5" x 6' 10" +45/-45 No NCTL-210-3558-1/210-3558-1A Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) OXXO Double w/Sidelites I/S or O/S Glazed 12'5" x 6' 10" +55/-55 No NCTL-210-3558-1/210-3558-1A Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: JELDVEN® FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE GLAZEDI2-0x8.8 OUTSWING DOOR SYSTEM GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM E331-00 AND ASTM E330-02. 2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED FOR DOORS AND SIDELITES. 6. FULL UTE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING OVALS, SUNBURST AND ROUND -TOPS. ALSO INCLUDED ARE INTERNAL AND EXTERNAL GRID, BLINDS /C\ BETWEEN GLASS, EXTERNAL WROUGHT IRON AND DECO. 7. SCALE BASED ON 11x17 SHEET SIZE. 8. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. • •• • • • ••• • •• •• DOOR LEAD CONSTp1'IONy FACE SHEETS: THE SAC&6YfiETS ARE GLUED TO THE CORE AND SOB VM MTE WITH LMPADHESIVE. • • COI%DESIGN: THE COPIE CONSISTS '.i:1a COUND DENSITY MOANED POLYSTYRENE (EPS). PANE, C9NSTRUCTION: reCH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETSOF L5 -GAUGE (.019" MINIMUM) GALVANIZED S f 3$ FACE SHEt!SRRE BENT 9b• i'tl'HE 1.688" X 1.0' U�IILL4 INCTED VENfiEi11.WMBER) STILGSAND TOP RAIL. THE AVERAGE MIN YIELD►STRENGItH OF 29IGA SHEET STEEL SKIN IS 31421g41E 1.688"XT.�'•BOTTOM RATLL'tRSISTS OF R LLED-FQIiMED GALVANIZED 25-GAUQUAVI MINIMUM) STEEL. THE WOOD LOCK BLOCK IS 1.688' X 31/3" it 12'. FFL teRSTRUCTIONe :ItlFRAME fAlteet TEAD ARE CONSTRUCTED OF THE SILL IS•COM?iIISED OF A NOM -ADJUSTABLE COMPOSITE MATERIAL4VITHIALUMINUM CL•Ateltl a.•iORNE11i�SS•ARe CQ PED, BUTTED, & SEALED USING SIUCONE. THE HEAD,Atiga, AIDE JAMBS ARE FASTENED USING FOUR 16 GA. 7/16" X 2" STAPLES PER CORNER. THE SILL AND SIDE JAMBS ARE FASTENED USING THREE 18 GA. 7/16' X 2' STAPLES PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED THROUGH THE HEAD & SILL USING THREE #8X2-1/2' SCREWS PER END. A 3/8" HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED USING TWO #6 X 1 1/2" SCREWS TO RECEIVE THE TOP AND BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO THE FRAME USING FOUR 16 GA. 7/16' X 2" LONG STAPLES PER STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY & THE FIXED PANELS / FRAME JOINERY ARE SEALED AT THE EXTERIOR USING 1199 SILICONE. MATERIAL PROTECTION 1. ALL LATCH/LOCK AND HINGE HARDWARE TO BE OF CORROSION RESISTANT MATERIAL OR CORROSION RESISTANT COATED. 2. ANCHORING COMPONENTS MUST MEET THE CORROSION RESISTANT STANDARDS AS IDENTIFIED IN THE FBC. 371/4° MAX FRAME WIDTH 35 3/4" MAX r- PANEL WIDTH 148 1/2" MAX OVERALL FRAME WIDTH 74" MAX DOUBLE FRAME WIDTH 72 1/4" MAX. DOUBLE PANEL WIDTH SEE DETAIL A SHEET 6 OTE 6 37 1/4' MAX. FRAME WIDTH 35 3/4' MAX t_ PANEL WIDTH — OTE NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS & DOUBLE BACK = JAMBS ARE INTERCHANGEABLE. J (SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP -45 OR 0 LESS. 4 - MASONRY AND CONCRETE INSTAL- NOTE LATION DETAILS. or, 5 - POSITION AND NUMBER OF 8 ANCHORS IN HINGE JAMB, LATCH u NOTE JAMB OR SIDEUTE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 8 FOR DETAILS. 6 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. 21 1/8" MAX D.L.O. WIDTH V NOTE 2 fir FIXED 21 1/8' INACTIVE ASTRAGAL SURFACE BOLT SEE NOTE 3 ACTIVE 21 1/8" MAX. D.L.O. WIDTH v 0 O 0 0 ru- - .= g t - WaW J NOTE4 O rn FIXED OTE 4 DBL -BACK SEE DETAIL B SHEET 6 DESIGN PRESSURE RATING j// REQUIREMENT IS NEEDEDs4' WHERE WATER ON SEREIS NOTOSED G j�/WHERE /� WATER NFILT REQUIREMENT SNOT NEEDI ON ED WITHOUT SURFACE BOLTS WITH SURFACE BOLTS WITHOUT SURFACE BOLTS WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE *+45 *+55 +30 POSITIVE +45 +55 NEGATIVE _45 -55 .45 NEGATIVE -45 55 %/ TABLE OF CONTENTS 1 SHT # DESCRIPTION 1 2 3 TYP. ELEVATIONS & GENERAL NOTES TYPICAL ELEVATIONS TYPICAL ELEVATIONS 4 5 TYPICAL ELEVATIONS VERTICAL CROSS SECTIONS & B.O.M. 6 VERTICAL CROSS SECTIONS 7 HORIZONTAL CROSS SECTIONS 8 9 HORIZONTAL CROSS SECTIONS ANCHORING LOCATIONS & DETAILS 10 ANCHORING LOCATIONS & DETAILS 11 ANCHORING LOCATIONS 12 UNIT COMPONENTS & DETAILS 13 VENT LITE DETAIL 14 VENT LITE MATERIAL LIST TABLE 1 JAMB MULL POST QUAD UNIT ((MO) SCALE: 1/2'.1'-0' (OUTSWING NON -IMPACT) *NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) RATIO = OH LENGTH/OH HEIGHT IS EQUAL TO, OR GREATER THAN, 1.0 off �r+ctH —{ HEIGHT H� Digitally signed by Hermes F. Norero, P.E �1tt 111//r/7 Beason: I am approving this document ?�." SF.. PS O e: 2015.01.07 14:55:55 -05'00' 411111* ,ll FS1. S,ON4; G llll c~i 0 a rc rc C 5 U_ 0 13 w 3 U a 5 co O uI d w J a x v N_ m ❑ 0 co m 0) z HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 DATE 8/12/08 sc LE. AS NOTED DWG. WO WBD CHIC tot S. FREY DRAWING No.: JW122008 sHSEr 1 of 14 x (_3 w 2 37 1/4" MAX. FRAME WIDTH 112' MAX. OVERALL FRAME WIDTH OTE 6 21 1/8" MAX y D.LO. WIDTH NOTE ffi 2 NOTE 5 371 /4" MAX. 371 /2" MAX. FRAME WIDTH FRAME WIDTH 35 3/4" MAX. PANEL WIDTH NOTE 2 FIXED 00 '`O��T''E4 • MULI•POST S •W 4S SURFACE @0.T • •DBl49ACK JAMB MULL SEt•(gAFE 3 • • Pogr OPTION. • • •• • •• • TRI NIT (00:10k 0431) • •SCALE: 1/2° =16-8.• • • • • 21 1/8" MAX. D.L.O. WIDTH 35 3/4" MAX. PANEL WIDTH NOTE 6 SEE DETAIL A SHEET 6 21 1/8' D. O. WID NOTE 2 FIXED 0 N•TE4 NOTE 5 O to a D = W 0 ACTIVE • •• •• •• • • • • • •••• } • • •••• •••• • • • • • • •••• •••• • • • (7 • _ •••• • • • • • • •••• • • • • O •••• NO SEE DETAIL B SHEET 6 OTE 4 371/4" MAX FRAME WIDTH 35 3/4" MAX. PANEL WIDTH 111 1/4" MAX. OVERALL FRAME WIDTH 371/4" MAX 74" MAX. FRAME WIDTH FRAME WIDTH 36 3/8" WITH 35 314" MAX. ASTRAGAL PANEL WIDTH — oem (p' 21 1/8" MAX. D.LO. WIDTH 21 1/8° ~DJA.-' WIDTH NOTE 2 0 FIXED 00 INACTIVE OTE4/ ASTRAGAL MULL POST SHOWN DBL -BACK SURFACE BOLT JAMB MULL POST OPTIONAL SEE NOTE 3 112" MAX OVERALL FRAME WIDTH 37 1/2" MAX. 37 1/4" MAX. FRAME WIDTH FRAME WIDTH 35 3/4" MAX PANEL WIDTH SEE DETAIL A AC SHEET 6 OTE 6 ▪ 21 1/8" MAX. D.LO. WIDTH 4 NOTE 5 SEE DETAIL B f NOTE 6 35 3/4" MAX. PANEL WIDTH 21 1/8" — — WID'Pki V NOTE 2 d FIXED NO / Mik 2 0 ACTIVE 1 1/8" MAX. D.L.O. WIDTH 1 FIXED NOT SHEET 6 SURFACE BOLT SEE NOTE 3 OTE 4 MULL POST SHOWN - DBL -BACK JAMB MULL POST OPTIONAL TR( UNIT (OX)) SCALE: 1/2" =1'-0° -SEE DETAIL A 8_% ! SHEET 6 x J E O = O n cirn > cr m0 ci cc F uj' ZOJ a— • -3 MY0_ SEE DETAIL 8 SHEET 6 TRI UNIT (0)X) OR (XXO1 SCALE: 1/2° =1'-0" NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS 8 DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP -45 OR LESS. 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 8 FOR DETAILS. z O 2 2 0 7 0 pa W O 6 ui 0. J 0 U' U $_ $_ 0 5 U co DATE 8/12/08 O Z HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33084 FIVE CERT. OF AUTH. NO. 29578 SCALE AS NOTED DWG. BY: WBD CHIC By: S. FREY DRAWe0,NO.: JW122008 SHEET 2 Of 14 74" MAX, OVERALL FRAME WIDTH 72 114' MAX. PANEL WIDTH 36 3/8' WITH ASTRAGAL 35 3/4' PANEL WIDTH r SEE DETAIL A / SHEET 6 OTE 6 1 171 ((3 x eN•� ••• •• • 2. • •• •• • •B •••4•• •• •• • • •• •• • • • • • •• 21 1/8° D.L.O. D •• ` • • \ 6 • • •\ • 21 1/8" D. O. WID 0 O 0 4 ZO NOTE 5 m •••• ASTRAGAL SURFACE BOLT • • • • tee ROTE • •••• • DUAL UNIT (XX) • •• SCALE: 1/2" =1'-0" NOTE 4 SEE DETAIL B SHEET6 gNO 4 ti $ NOTE 5 1 74 3/4' MAX, OVERALL FRAME WIDTH 35 3/4° MAX. 35 3/4" MAX PANEL WIDTH PANL WIDTH� NOTE 6 21 1/8" MAX D.L.O. — WIDTH SEE DETAIL A SHEET 6 FIXED 00 OTE 4 D.:O. yDTH ACTIVE SURFACE BOLT SEE NOTE 3 DUAL UNIT (OX) OR (XO) SCALE: 1/2 =1'-O" NOTE 4 OTE 5 J d 2 MAX PANEL HEIGHT SEE DETAIL A SHEET 6 371/Y MAX FRAME WIDTH 35 3/4" MAX PANEL WIDTH 1- x O x SEE DETAIL B SURFACE BOLT SHEET 6 SEE NOTE 3 SEE DETAIL B SHEET 6 NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP -45 OR LESS. 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 8 FOR DETAILS. 6 - FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. SINGLE UNIT (X) SCALE: 1/2" =1'-0" o co Oo Ja m0 o cc zOJ J F° dr•-•gul -) HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO.29578 w EC (7 W W S❑0 ROT EOOO Nw z q NO a (9 (0 (9 ❑ a. a 0- a uJ 0 O 0 U 0 DATE 8/12/08 ❑ O Z S"J' AS NOTED DWG. Br: WBD CHK BY: S. FREY DRAWING NO.: JW122008 SST 3 OF 14 • • • • • • • ••53t4• • MAX D.LO. - SEF•DE ZI R • SHEE•11 • • ASTRAGALS [�J SEE DETAIL B • •••• • •• SHEETS • • • 6812" MAX OVL•RALL WIDTH --I NO -E • ..— •3712" M.X. FRAME WY)TN • 353/4'r /&.••• * •• PANEL WIDE • ▪ • w• •7 •I • I• • id" () >Q NOTE 4 `d NOTE NOTE 2 0 • • •• •• •4e 0 • SEE DETAIL B SHEET6 FI 0 ••e• • • }I �• 1.4 •• I•• ?11/8 •- •MAX.\.LIK, • • • NOTE 2 'ti • QUAD UNIT SOXXQ) SCALE: 1/2 =1'-0" 1512" MAX FRAME WIDTH 14' MAX PANEL WIDTH • ACTIVE F IXED NOTE 4 2 A NOTE 4i$ ® SURFACE BOLT TRI UNIT (OX.) SEE NOTE SCALE: 1/2" =1'-O" OTE 4 1512' MAX. FRAME WIDTFE, 14" MAX. PANEL WIDTH 53/4' MAX. D.L.O. 89 12' MAX. OVERALL WIDTH 74 MAX. FRAME WIDTH 36 318 WITH 353/4 MAX r--- ASTRAGAL PANEL WIDTH ®NOTE 6 SEE DETAIL A SHEET 6 Alk OTE 8 DETAIL A SHEET 6 2 21 1/8' MAX. DLO. 0 0 D MAX D. D.LO. F 15 12" MAX. FRAME WIDTH 14' MAX. PANEL WIDTH NOTE 53/4' MAX D.L.O. • SEE DETAIL A SHEET 8 NOTE 4 ASTRAGAL - 53' MAX. OVERALL WIDTH 37 12' MAX FRAME WIDTH — 35 3/4" MAX. PANEL WIDTH -' 6 LJ OTE 6 Lo r � NOTE 4 g NOTE 5 2 37 1/2' MAX FRAME WIDTH 35 3/4' MAX PANEL WIDTH !el NOTE SURFACE BOLT SEE NOTE 3 SEE DETAIL B SEE DETAIL B SHEET 6 SHEET 6 TRI UNIT (OX ) 9R (XXO) SCALE: 1 /2" =1 -0" 0 0 2 NOTE 4 NOTE 2 8 NO 5 SEE DETAIL B SHEET6 FI D 0 0 NOTE 4 ACTIVE 5 80 7/8" MAX FRAME HEIGHT DUAL UNIT OX) OR (X0) \VNOTE 4 SCALE: 1/2 =1'-0" 00 NOTE 4 SURFACE BOLT SEE NOTE 3 SURFACE BOLT SEE NOTE 3 SINGLE VENT UNIT (X) SCALE: 1/2" =1'-0" NOTES: 1 -ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP -45 OR LESS. 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 8 F TAILS. 8- FOR VERTIpte 14M10 1X BUCK OPTION IN MASON HEET 6 FOR DETAILS. 71, o :TT 11, ct- U z Z w w 0 8 �w o �� sO0 c8z 0 cc is w 8 0 -w LL 7,O J yy� z 0 y re a a_ ui a x U 8 m 5 0 OD co rt 0 z HERMES F. NORERO FLORIDA P.E. NO. 73778 388 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH NO. 29578 DATE 8/12/08 scue AS NOTED DWG. WBD coat. re S. FREY DRAWPJONO: JW122008 *mu 4 OF 14 105 MAX. OVERALL WIDTH 1512" MAX SEE DETAIL A 38 3/8' SHEET 6 FRAME WIDTI 14• MAX. 5 3/4" MAX. D.L.O. -- W ASTRAGAL —� > OTE 6 ®, •ANEL WIDTH NOTE 8 i NO 0f - 211/$'11/8' MAX. pf L.O. ~ MAR O.LO. .> .r 1 �p 0 M I' MAX PANEL HEIGHT /8" MAX FRAME HEIGt / la J < 0, N OT 2> NOTE 4 8 \ O / NO 5 \/ \�' / O INACTIVE r ACTIVE 1 FIXED j Q 00NOTE4 SURFACE BOLT • • • • • • • ••53t4• • MAX D.LO. - SEF•DE ZI R • SHEE•11 • • ASTRAGALS [�J SEE DETAIL B • •••• • •• SHEETS • • • 6812" MAX OVL•RALL WIDTH --I NO -E • ..— •3712" M.X. FRAME WY)TN • 353/4'r /&.••• * •• PANEL WIDE • ▪ • w• •7 •I • I• • id" () >Q NOTE 4 `d NOTE NOTE 2 0 • • •• •• •4e 0 • SEE DETAIL B SHEET6 FI 0 ••e• • • }I �• 1.4 •• I•• ?11/8 •- •MAX.\.LIK, • • • NOTE 2 'ti • QUAD UNIT SOXXQ) SCALE: 1/2 =1'-0" 1512" MAX FRAME WIDTH 14' MAX PANEL WIDTH • ACTIVE F IXED NOTE 4 2 A NOTE 4i$ ® SURFACE BOLT TRI UNIT (OX.) SEE NOTE SCALE: 1/2" =1'-O" OTE 4 1512' MAX. FRAME WIDTFE, 14" MAX. PANEL WIDTH 53/4' MAX. D.L.O. 89 12' MAX. OVERALL WIDTH 74 MAX. FRAME WIDTH 36 318 WITH 353/4 MAX r--- ASTRAGAL PANEL WIDTH ®NOTE 6 SEE DETAIL A SHEET 6 Alk OTE 8 DETAIL A SHEET 6 2 21 1/8' MAX. DLO. 0 0 D MAX D. D.LO. F 15 12" MAX. FRAME WIDTH 14' MAX. PANEL WIDTH NOTE 53/4' MAX D.L.O. • SEE DETAIL A SHEET 8 NOTE 4 ASTRAGAL - 53' MAX. OVERALL WIDTH 37 12' MAX FRAME WIDTH — 35 3/4" MAX. PANEL WIDTH -' 6 LJ OTE 6 Lo r � NOTE 4 g NOTE 5 2 37 1/2' MAX FRAME WIDTH 35 3/4' MAX PANEL WIDTH !el NOTE SURFACE BOLT SEE NOTE 3 SEE DETAIL B SEE DETAIL B SHEET 6 SHEET 6 TRI UNIT (OX ) 9R (XXO) SCALE: 1 /2" =1 -0" 0 0 2 NOTE 4 NOTE 2 8 NO 5 SEE DETAIL B SHEET6 FI D 0 0 NOTE 4 ACTIVE 5 80 7/8" MAX FRAME HEIGHT DUAL UNIT OX) OR (X0) \VNOTE 4 SCALE: 1/2 =1'-0" 00 NOTE 4 SURFACE BOLT SEE NOTE 3 SURFACE BOLT SEE NOTE 3 SINGLE VENT UNIT (X) SCALE: 1/2" =1'-0" NOTES: 1 -ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP -45 OR LESS. 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 8 F TAILS. 8- FOR VERTIpte 14M10 1X BUCK OPTION IN MASON HEET 6 FOR DETAILS. 71, o :TT 11, ct- U z Z w w 0 8 �w o �� sO0 c8z 0 cc is w 8 0 -w LL 7,O J yy� z 0 y re a a_ ui a x U 8 m 5 0 OD co rt 0 z HERMES F. NORERO FLORIDA P.E. NO. 73778 388 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH NO. 29578 DATE 8/12/08 scue AS NOTED DWG. WBD coat. re S. FREY DRAWPJONO: JW122008 *mu 4 OF 14 1' MIN 1" MIN 1" MIN 1' MIN Item DESCRIPTION Material OTE 1 SHEET 6 SEE DETAIL A SHEET 12 1.00" OA INSULATED TEMPERED GLASS SEE DETAIL A • SHEET 7 • •• • • 29 • O J d w m w m d7 • • • • • g• ^• • • SEE DETAIL A SHEET 12 N SEE DETAIL A SHEET 12 1.00" O.A. INSULATED TEMPERED GLASS SEE DETAIL A SHEET 7 O O g a. m w • • • • •• • •• • MAX PANEL HEIGHT 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 HINGE JAMB (1 1/4"x4-518' FINGERJOINTED PINE) HEAD JAMB (1 114"x4-518' FINGERJOINTED PINE) LATCH JAMB (1-1/4"x4.5I8" FINGERJOINTED PINE) SIDEUTE JAMB (1-1/4"x4.5/8" FINGERJOINTED PINE) #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2- MIN. EMBEDMENT 4" x 4' BUTT HINGE 12GA. (.089' MIN) #8 x 3/4' PHILLIPS FLATHEAD WOOD SCREW #8 x 1 1/2' PHIWPS FLATHEAD WOOD SCREW 3116° ITN BUILDEX TAPCON WITH 1 1/4' MIN. EMBEDMENT COMPRESSION WEATHERSTRIP (LoxSeal 650) AFCO A-297 OUTSWING BUMPER SILL 6063-T5 DOUBLE BACK JAMB, LAMINATED VENEER LUMBER (LVL) EXTRUDED ASTRAGAL GLOBAL #79-WATA-0LH-R17 6063-T6 AL #8 X 1" PHIWPS PAN HEAD SHEET METAL SCREW ATA STRIKE PLATE - R4 (GLOBAL PRODUCTS) TOP RAIL (LAMINATED VENEER LUMBER) BOTTOM RAIL 25GA (0.0181 GALVANIZED STEEL HINGE SIDE STILE (LAMINATED VENEER LUMBER) LATCH SIDE STILE (LAMINATED VENEER LUMBER) LOCK BLOCK 1.688 X 31/8° x 12° LG PINE ODI. UP -UTE FRAME #686-BKWD (NOA: #13-0219.03) 1.00' 0.A. INSULATED TEMPERED GLASS 16 Ga. 7/18" CROWN x 2° LONG STAPLES CORRUGATED NAIL 1/2' x 1 1/16° 25 GA KWIKSET LOCK SERIES 400 KWIKSET DEADBOLT SERIES 980 #8 x 21/2° PHIWPS FLATHEAD WOOD SCREW 2x WOOD BUCK GRD 2 SOUTHERN YELLOW PINE PINE PINE PINE PINE STEEL STEEL STEEL STEEL STEEL VINYL COMPJPVC LVL ALUMINUM STEEL STEEL LVL STEEL LVL LVL. PINE POLY -PROP. GLASS STEEL STEEL STEEL STEEL STEEL WOOD 29 NON -COMPRESSION SHIM 1/4' MAX. THICKNESS WOOD 30 EXPANDED POLYSTYRENE (1.0 TO 1.2593s DENSITY) MFG BY JELD-WEN FOAM 31 STEEL DOOR PANEL SKIN MATERIAL (25 GA GALVANIZED) A-525 COMMERCIAL QUALITY 0.018" MIN. THICK) STEEL GALVANIZED 32 VINYL DOOR BOTTOM SWEEP VINYL • • • NOTE 1 HEET 6 1' MIN 1" MIN VERTICAL CROSS SECTION, A ACTIVE DOOR TYP. 5 WOOD FRAME INSTALLATION SCALE: 3" =1'-0" 1' MIN 1" MIN VERTICAL CROSS SECTION. 05 B SIDE LITE TYP. WOOD FRAME INSTALLATION SCALE: 3" =1'-0" 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 CORNER PADS 2'. LOCATED AT THE BOTTOM OF EACH JAMB LEG SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP #6 x 1 1/2' PHIWPS WOOD SCREW SOLID MULL POST (LAMINATED VENEER LUMBER) 3/8" QUARTER ROUND MOULDING SILICONE BEAD DOW 1199 AFCO A-496 THRESHOLD (OPTIONAL) 6083-T5 ASTRAGAL THROW BOLT, STEEL ROD, 5/16 DIA. x 18' IVES SURFACE BOLT #454 8.0" L X 3/4" W X 1/4" THK ODL MODEL 799 VENTED HALF UTE 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE SEX BOLT 10-32 X 1-9/161.6 X 5/16 BARREL IVES SURFACE BOLT SPACERS IVES SURFACE BOLT STRIKE PLATE #8 X 3/4' LG FLATHEAD WOORSCREws FOR STRIKE PLATE 1 1/4" BRAD NAIL 18 GA00 F �,h/p, v •T. • X10 ...0 • - <u�: "•••.••.. • •• Gam? ��• NOTE 1 HEET B w MIN 1" MIN VERTICAL CROSS SECTION, 05C SURFACE BOLTS TYP. WOOD FRAME INSTALLATION SCALE: 3" =1'-0" PLASTIC STEEL LVL WOOD SILICONE AL/COMP. STEEL STEEL PLASTIC WOOD STEEL STEEL STEEL STEEL STEEL 6 Z }jCO'' N J 80 gLcS- >co oe N 0 -J a O. 7 J w 0 U' 0 0 w 1 0 5 w uj d w 1 0 U O O O 0 0 m O Z HERMES F. NORERO FLORIDA P.E. NO. 73778 388 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 DATE: 8/12/08 Ste: AS NOTED owO.er: WBD GR(er: S. FREY DRAWING N0 JW122008 SHEEr 5 of 14 1" MIN. 1' MIN. 2I - kr 14, SEE DETAIL A SHEET 12 1.0{Y'OA INSI� A • TEMPERED GLASS • • • • • • • • • • • •• • • • SEE DETATL A SHE E1•7•• • •••• • oc O • •a • • • ••• •\,• •••• ••• •• • • • 1• MIN MIN 1' MIN A VERTICAL CROSS SECTION. ACTIVE DOOR TYP. MASONRY AND CONCRETE INSTALLATION SCALE: 3" =1'-0° ru • W 2 1' MIN. 1° MIN tg SEE DETAIL A SHEET 12 1.00" O.A. INSULATED TEMPERED GLASS SEE DETAIL A SHEET 7 1' ^Z( 1" 1" MIN MIN. 2 VERTICAL CROSS SECTION. SIDE UTE TYP. MASONRY AND CONCRETE INSTALLATION SCALE: 3" =1'-0' 1' MIT. EDGE rDISTANCE 1' MIN. EDG DISTANCE 0 1 0 SEE DETAIL A SHEET 10 1" MIN. EDGE DISTANCE VERTICAL CROSS SECTION FIXED UNIT 1 X BUCK OPTION IN MASONRY & CONCRETE INSTALL SCALE: 3" =1'-0° 1' MIN. EDGE DISTANCE IDISTANCE 1' MIN. EDGE 3`w 9 z SEE DETAIL A SHEET 10 r MIN. EDGE DISTANCE 06 D VERTICAL CROSS SECTION OPERATING UNIT 1 X BUCK OPTION IN MASONRY Sc CONCRETE INSTALL SCALE: 3' =1'-0' EDGE OF PANEL EDGE O \ PANEL } DETAIL A SURFACE BOLT TOP LOCATION SCALE: 2'=1'-0' 1 5/8" DETAIL B SURFACE BOLT BOTTOM LOCATION SCALE: 2"=1'-0" NOTES: 1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11. 2. 1X MAY BE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS leSHEET 6. HORIZONTAL SECTIONS: DETAILS I, "' SHEET 8. 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. 4. OPTIONALLY, ANCHORS CA&48gMtAffj9 IN NARROW SECTION OF HEAD OR JAMB §E T••`°ePJ EEVED. AS LONG AS M NIMUM HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 2 rn O 0 0. a 0 a OQ ui a w J 1-- 0. 0. 0 U m st 0 U m DATE: 8/12/08 SCALE AS NOTED OWG.er: WBD CHK. er: S. FREY DRAWING ND: .1W122008 suAET 6 OF 14 1/4 MAX HIM SEE DETAILA SHEET 12 7 O HORIZONTAL CROSS SECTION MASONRY & CONCRETE INSTALL SCALE: 2"=1-0" 1/4" MAX SEE DETAIL A SHIM SHEET 12 m /IT MUM iINEllllV • Q SEE SEE NOTE J riD NOTE 1 1 1/2" MIN. EMB. 1i EXTERIOR •:...i. • • • • •••• • • • E HdRIZONT SECTION' • 7 •WQ/OD INSf LAOS • • •• SCALE: 2"=1'-0" • • • • • ♦!•• i(4"MAX. • •• •• •• 1/4' MAX • SHIM • •DB7• •• • • SHIM •. F. CZ• J� Q SHEET 12 SEedETAILA IP Or�<<dlll; .� EXTERIOR O7 HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" 1/4" SEE DETAIL A SHEET 12 SHIM EE NOTE 4 1 114" MIN. EMB. EXTERIOR O7 HORIZONTAL CROSS SECTION MASONRY & CONCRETE INSTALL SCALE: 2"=1 "-0" z 1 1/4" off, , ••rSIFIEET12 $▪ .6 441-1• FIIII I% • RIOR • •••• EXjFj14IOR • SEE NATE 2 CE)�/'�'- �1QTE2 • • • •••• HORIZONTAL CROSS SECTION 7 WOOD INSTALLATION 7 MASONRY & CONCRETE INSTALL HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" SCALE: 2"=1 '-0" 1 1/4' MIN. EMB. NOTE 4 1/4" MAX SHIM SEE DETAIL A SHEET 12 1/4" MAX SHIM SEE DETAIL A SHEET 12 EXTERIOR O7 HORIZONTAL CROSS SECTION MASONRY & CONCRETE INSTALL SCALE: 2"=1 '-0" 07 N HORIZONTAL CROSS SECTION WOOD INSTALLATION SCALE: 2"=1'-0" z g 45) 111 INACTIVE EXTERIOR O7 HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" 1/4'' MAX SEE DETAIL AHIMQ SHEET 12 1 1/2' MIN. EMB. z z EXTERIOR O7 HORIZONTAL CROSS SECTION WOOD INSTALLATION SCALE: 2"=1'-0" EXTERIOR O7 HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" SEE NOTE 1 TT wllllll"{IU ‘.1. 'D Oil" 4) � 3S U"O O7 HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" DOW 1199 SILICONE T —1/2" MIN GLASS BITE M �I SEE DETAIL A 4.7:41,1/4" MAX. SHEET 12 ©�ESHIM 0) CS EXTERIOR EE NOTE 1 0 7 HORIZONTAL CROSS SECTION WOOD INSTALLATION i° ®cic,111111I11q r.° 1111111111%01111110 1p € CO SCALE: 2"=1'-0" EXTERIOR EE NOTE 2 O7 HORIZONTAL CROSS SECTION SCALE: 2"-1'-0" NOTES: 1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11, 2. SPACING FOR #23 FROM TOP OF SIDELITE DOWN (SEE SHEET 10). 3. ASTRAGAL SCREW PATTERN SPACING FOR #13: FROM BOTTOM 1/2', 2", 31/2", 20", 24 3/4". FROM TOP: 1/2". 2', 31/2", 20", 24 3/4", 39". 4. IX MAY BE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS SHEET 6. HORIZONTAL SECTIONS: DETAILS VW VP SHEET 8. 5. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. 13. OPTIONALLY, ANCH(yF A I WAS ED IN NARROW SECTION OF HERO o '' 4 S MINIMUM EMBEDMENT IS ACHIEVED. D GLASS _� /}' �..• ' j '� "AIRSPACE IIS p0 ED GLASS ��• •• G� 1/8" TEMERE 1 3/4" 1 GLAZING DETAIL A SCALE: 6"= 1 '-0" 3/4 1/8" TEMPER HORIZONTAL CROSS SECTION 2 0 1 3 K D. 5 ui 0 -0 U m 2 O 0) 0 0) m U m 4 O Z HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF ACTH. NO. 29578 DAM 8/12/08 scALE AS NOTED DWG. DV: WBD WK. BY: S. FREY DRAWING NO.: JW122008 sHEEr 7 OF 14 T 6 ,,I!�lIIIIIl� 'f - rr SEE NOTE EXTERIOR OHORIZONTAL CROSS SECTION 8 SCALE: 2"=1'-0" SEE DETAIL A 1/2 SHEET 12 MIN. EMB. ZS. 01r • D t; l((I•/1 EXTERIOR • • 0-I 1/4 MAX. • • SHIM • • ••• • •• HORIZONTAL. CROSS•9ECTION $ W0� TNSMLIATION. SCALE: 2"= 1 -O" • • • • • •• 1?4'MAX • • •1,•S►1IM-- 4661NeRMB. •••• • • •• -• • • • • WE DETAIL A Q •iHEET12 •••• ArtKegir 412, FAI 1qi1(% ; EXtIbR • e • �Ifli IIIIII .illii.11l ,Ipli? i SEE NOTE 2 EXTERIOR SEE NOTE 2 O8 HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" SEE DETAIL A SHEET 12 g 1 1/4' MIN. EMB. EXTERIOR 1/4' MAX SHIM ()HORIZONTAL CROSS SECTION 8 MASONRY & CONCRETE INSTALL SCALE: 2"=1'-0" OTE 4 0 z i s z 1 1/4' • • • • • 2 MIN. EMB. • OHORIZONTAL CROSS SECTION 8 WOOD INSTALLATION SCALE: 2"=1'-0" SEE DETAIL A SHEET 12 NOTE 4 10HORIZONTAL CROSS SECTION MASONRY & CONCRETE INSTALL SCALE: 2"=1'-0" EXTERIOR MODEL 799 VENTED HALF LITE HORIZONTAL CROSS SECTION $ MASONRY AND CONCRETE INSTALLATION SCALE: 2" =1'-0" C) HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" O8 HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" 1 1/2" MIN. EMB. SEE DETAIL A SHEET 12 "' c, Firl 2 1/4' MAX. 0 EXTERIOR SHIM MODEL 799 VENTED HALF UTE J HORIZONTAL CROSS SECTION $ WOOD INSTALLATION SCALE: 2" =1'-0" i_ 2 in 1/8' TEMPERED 1/4" MAX, OTE 4 SEE DETAIL A 1 1/4' SHEET 12 MIN. EMB. SHIM �m :I 11 y EXTERIOR DD HORIZONTAL CROSS SECTION 8 MASONRY & CONCRETE INSTALL SCALE: 2"=1'-0" to n ci rn J mo I• CE ZJR O J Z W U. w Y Fc? Wt• • -•• •C 1/4' MAX SHIM LL HORIZONTAL CROSS SECTION 8 FIXED UNIT 1X BUCK OPTION IN MASONRY & CONCRETE INSTALL (LEFT-HAND ANCHOR SHOWN, RIGHT-HAND ANCHOR SIMILAR) 1/2" AIRSPACE NOTES: 1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11. 2. SPACING FOR #23 FROM TOP OF SIDELITE DOWN (SEE SHEET 10). 3. ASTRAGAL SCREW PATTERN SPACING FOR #13: FROM BOTTOM: 1/2', 2', 31/2', 20", 24 3/4'. FROM TOP: 1/2", 2', 3 1/2', 20', 24 3/4'. 39'. 4. IX MAY BE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS GMSHEET 6. HORIZONTAL SECTIONS: DETAILS Ei3E0 SHEET 8. 5. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. 8. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. (LEFT 1,- 20 11/4"MIN. EMBEDMENT w Vo HORIZONTAL CROSS SECTION CA) OPERATING UNIT 1X BUCK OPTION IN $N ,& CONCRETE INSTALL (IRtl .• ,RIGHT-HAND ANCHOR SIMILAR) HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 0 HORIZONTAL CROSS SECTION 2 C 3 U 0 a 0 a W a w a 0 -65 0 DATE 8/12/08 z O rn CC w O O z SCALE: AS NOTED DWD. ST: WBD CHIC sr: S. FREY DRAWING NO.: JW122008 siEET 8 OF 14 to L F--- 5" TYP SEE DETAIL E SHT. 9 SEE DETAIL A SHT. 9 SEE DETAIL A 1 "� (SHT. 10 0 - w x w O LL w 8 "TYP f9° TYP SEE DETAIL 0 r-5 TYP isFrr. 10 Imo- 3• TYP I SEE DETAIL B SHT. 10 (WOOD INSTALL) SEE DETAIL F 1 R (MSONRY INSTALL) SHT. 9 • • • ANEHORIN(: LO•QAiIONS • • • 100.RISWING SINGLE UNIT (X), • • • SOLE: 3/li•9lb' or • • • •• • •• • • 49, • • • • •• • • • •••• •••• • • • • • •• •• • • •••• NOTE7 • • • • • • •• • •••• rt • •••• L\tj� • • • •• NOW• •••• • DETAIL A UPPER SURFACE BOLT STRIKE PLATE & UPPER ASTRAGAL BOLT STRIKE SCALE: 1/2" =1'-0" DETAIL B HINGE DETAIL SCALE: 1/2" =1'-0" 111 11 IIi1_2} -22" SEE NOTE 2 DBL JAMBS — I (OPTION IL (WOOD INSTALL (MASONRY INSTALL wit 1 111111I I III —32" —42" 32° —62" 72• SEE DETAIL C J SEE DETAIL B SHT. 9 SHT. 10 SEE DETAIL A SHT. 10 ANCHORING LOCATIONS DOUBLE OUTSWING UNIT W/ 1 SIDELITE (XXO) SCALE: 3/8" =1'-0" DETAIL C LOWER SURFACE BOLT STRIKE PLATE & LOWER ASTRAGAL BOLT STRIKE SCALE: 1/2" =1'-0" NOTE 7 NOTE 7 DETAIL E AT HEAD SURFACE BOLT PLATE SCALE: 1/2" =1'-0" DETAIL F AT SILL SURFACE BOLT PLATE SCALE: 1/2" =1'-0" DETAIL D LATCH & DEADBOLT STRIKE PLATES SCALE: 1/2" =1'-0" 2 SEE DETAIL A SHT.9 I• 9" TYP i� 8" TYP [SEE DETAIL A 5" TYP ; 3" TYP / SHT. 10 (WOOD INSTALL) (MASONRY INSTALL) 0 TYP 1 1 1 1 I 1 1 SEE DETAIL C SHT. 9 ANCHORING L TIONS DOUBLE OUTSWING UNIT XX) SCALE: 3/8" =1 -0" m SEE DETAIL B SHT. 10 NOTES: 1. CORRUGATED FASTENERS TO BE APPUED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHEET 10 FOR LATCH AND HINGE LOCA11ONS. 4. SEE SHEET 10 FOR SMITE FASTENER LOCATIONS. 5. SEE SHEET 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOULDING ATTACHMENT. 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED AT FABRICA11ON WHEN ASTRAGAL IS APPUED AND THROW BOLT LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN THE FIELD. 7. TOP AND BOTTOM SURFACE BOLTS ARE APPUED AT FABRICATION. SURFACE BOLT Hc ¥ - ALSO DRII I F0 AT FABRICATION WHEN BOLT LOCAII � = •� , , NEG. STRIKE PLATES ARE ATTACHE) IN THE FlE1* O.�ir T • p t :T r .FSS,. ON ..; c..�� n 0 ci 133 m0 ~ CO' z0� WYcV F� M C_ Z 0 J U Z 0 "d0 U co 0 O a O a •J U ui a w a x U 0 0 (7 8 0 m 0 6 Z HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 DATE 8/12/08 Save: AS NOTED DWG. Br: WBD circ Br: S. FREY DRAWING NO, JW122008 stffET 9 of 14 SEE DETAIL A SHT. 9 —� SEE DETAIL C SEE DETAIL D to] 5"TYP 9' TYP -.- 6' TYP 3" TYP -.- +3"TYP am. IU -..- -.- f --.--, -r --.- aIII.1U -.- 9" TYP -°- 6" TYP 3° TYP I I1t.,), - 1 MULL POST _ i _ (WOOD IPE (MASONRY I - I I I III DBL OPTIONAL TALL) TALL) 11I _ 1 Irk .1,11 1 1II 1II 1 IIS 1 I -12" I -*--- 80 7/8" MAX FRAME 1rTYF MULL POST SEE NOTE 2 -32" - E i IDBLJAMBS -42" t - OPTIONAL -\•,,-52" - I (WOOD INSTALL) 5 62- 1 - MASONRY INSTALL 9 ITYP I -72" I 7i ' 1 a• 411 III I III III I I I ( 1� • • • ••• • •• TTT • • • • •• • • §EE DETAIL C :• • SIFT. 9 • •• • • • •••• • • • R 1 •••• •• • • • • •••• •• Q • •••• • •••• SEE DETAIL A SHT. 10 SEE DETAIL B SHT. 10 ANCHORING LOCATIONS DOUBLE OUTSWING UNIT W/ 2 SIDEUTE (0XX0) • • • • SCALE: 3/8° =1'-0" • • •••• STAPLE LOCATIONS BRAD LOCATIONS TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDEUTES SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1-0" SEE DETAIL E SHT. 9 a rSEE DETAIL C SHT. 10 io D iTr -.- +3"TYP -9"TYP 6" TYP SEE DETAIL DSHT.10 r" _ LL c� L I I1t.,), - 1 MULL POST _ i _ (WOOD IPE (MASONRY I - I I I III DBL OPTIONAL TALL) TALL) 11I SEE JAMBS 5 g TYP 1I I /a - NOTE 2 I II 1 I 1� -224" I 32" i -42" t -52" 32" I - 72° /-78° 711 I 1 SEE DETAIL F SHT. 9 ANCHORING LOCATIONS SINGLE OUTSWING UNIT W/ 2 SIDELITE (0X0) SCALE: 3/8" =1'-0" SEE [SHT. DETAILA 10 SEE DETAIL 8 SHT. 10 80 718' MAX FRAME HEIGHT w JIM SEE DETAIL D SHEET 9 SEE DETAIL B SHEET 9 a LATCH AND HINGE MULLIONS TYP FOR ALL FRAMES SCALE: 1/2' =1'-0" DETAIL A TYP FOR HEAD TO SIDE JAMBS ° fth'I `�SCALE: 1-1/2° =1'-0' 1111 110 DETAIL C TYP FOR HEAD TO MULL POST SCALE: 1-1/2° =1'-0" DETAIL D TYP FOR HEAD TO DBL JAMB SCALE: 1-1/2" =1'-0" NOTES: 1. CORRUGATED FASTENERS TO BE APPUED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN. +/-1". FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MO 14J7f1CHMENT. 6. ALL VIE1ta c, •�� DETAIL B TYP FOR SILL TO SIDE JAMBS SCALE: 1-1/2° =1'-0" 0 N. N. • rn > ir m0 - 5 erIn ZOQcc. LU I.co wY=c? oh.gu7 -3 () Q. PART OR ASSEMBLY: 2 N UJ' w z 7 8 a 2 w ul a O 2 U m Z 0 to U co O Z HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 DATE 8/12/08 SCALE AS NOTED owG BY: WBD owc ay : S. FREY DRAWING NO.: JW122008 SNEET10 of 14 • • •• • • • • ••• • •••• SEE DETAILC� • • • • SHT.9 ANCHORING LOCATIONS DOUBLE OUTSWING I�NIT W 2 SIDELITE (0)0(0)SCALE: 3/8 =1'-0" NSEE DETAIL A SEE DETAIL A T. 10 a..—� Lo 1 5" y TYP -°- . I� ----- - S1 -"-9" TYP 6" TYP SEE DETAIL D- 3" T,P SHT. 10 ` P. 1111 tk,1 - I 1 SEE SHT. 1 DETAIL 10 1 1 1 C 1 1 1 1 1 I l , ll 12" _32' -42= -52" 11 -62" - -72" I--,- 80 7/8" MAX FRAME HEIGHT --.-i MULL (WOOD (MASONRY I 1 1 i POST INSTALL) INSTALL) 1 11111111 S®NOTE 2 i _ I DBLJAMBS OPTIONAL 5 I 9 I TYP 11Iy78 L SEE DETAIL B SHT. 10 • • • • • • • • • • • E DET E •••••SE A -ss) •• •• • SHT.9 • • 'i • • •�•• ) •••••*rte a.--�• D YP • • • • 9"TOP, •• • • 70 6'TTifb•••• 3"TYI'i••• ••7 • • • • • SEE N DBL JAMBS OPTIONAL MUiPOST OD INSTALL RY INSTALL TYP II 1 I 1 1 SEE DETAIL SHT. 9 SEE DETAIL D SHT. 10 SEE DETAIL A SHT. 10 J NSEE DETAIL B SHT. 10 ANCHORING LOCATIONS SINGLE OUTSWING UNIT W/ 2 SIDELITE (0X01 Scar F• '/8" =1'-n" SEE DETAIL E SHT. 9 r1 5" TYP TYP -6"TYP 3' TYP SEE DETAIL A SHEET 9 --9" TYP TYP — 3" TYP a ' �5" TYP ...._9" SEE DETAIL A 6" TYP. TYP. •( /SHT. 10 h FI 1 1�✓ LSEE DETAIL C SHT. 101 MULL! POST ✓ I 1 SEE DETAIL C SHT. 10 / MUL1POST 1 (WOOD INSTALL) 5 (MASONRY INSTALL 9 TYP 1 I I I 1111111 SEE DETAIL A SHT. 10 SEE DETAIL B ✓.. rx3,7/i '.' s.a,,"/ � ., '�-� SHT. 10 SEE DETAIL CJ SHT. 9 ANCHORING LOCATIONS DOUBLE OUTSWING UNIT W/ 1 SIDEUTE (OXX) SCALE: 3/8" =1'-0" (MOD INSTALL) 5 SMAS NRY INSTALL) 9 TYP I 1 111 1 Ill SEE DETAIL B SHT. 10 SEE DETAIL F SHT. 9 ANCHORING LOCATIONS SINGLE OUTSWING UNIT W/ 1 SIDEUTE (OX) SCALE: 3/8" =1'-0" NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN. +1-1°, FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOUNDING ATTACHMENT. 6. ALL VIEWS FROM EXTERIOR. _0%1111 llll] %%•s F. F. 01/lll/ * 'tier' * HERMES F. NORERO fl . -.T.T • C FLORIDA P.E. N0.73778 398 E. DANIA BEACH BLVD. �?L • - • Q;:' _is�� SUITE 338 �. <%"&,:. °•• ••' (jam •� DANIA BEACH, FL 33004 �',, LONAii , 1 `'' FBPE CERT. OF AUTH. NO. 29578 U z z w -J —J w 0 ci J Q m O 1— cAcr O JQ c7i O. k al wu co X=co M Y E z 0 jI co w 1- 0 0 a aa.. w C7 a. and 0 U a• a m 0 0, U m m z 0 y ce O z DATE: 8112/08 sAALE AS NOTED DWG. BY: WBD CM BY: S. FREY DRAWING NO.: JW122008 SHEEr11 OF 14 1--45/8° eW .0D u: FINGERJOINTED PINE 0 SCALE: 3" =1•-0" 0 0 COMPRESSION (;)WEATHERSTRIP LOXSEAL 650 VINYL SCALE: 6" =1'-0" •• ev • • • I-311/8" --I •ll •�jf;le %,/ /c 11 -11-1/8- (MIN) BUTT HINGE 8 4x4x12 GA. STEEL SCALE: 3" =1'-0" a1 3/8" l 5/8" 13ASTRAGAL (GLOBAL) 6063-T6 ALUMINUM SCALE: 3" =1'-0" • •• • -) 1 3/411•- • • • A• • • • • • 20 BI -I 1° • • ODOOR BOTTOM SWEEPORNER PADS LK�.00K • • •21 • • • • • VINYL \Z./PLASTIC F RRJ�OINTED PIIlL• • ODL LIWL iRAME SCALE: 3" =1'-0" SCALE: 3° =1'-0" A E•3" =1'-0" • • • • POLYPgqO�y1,ENE (NOA: 10.1209.01)� • • • • SCALF♦3 • /4\ •••• •••• OPTIONAL OUTSWING THRESHOLD O & DCD-233-0 OUTSWING BUMPER BASE E SUBSTRATE SCALE: 6" =V-0" I -1.770+.012-I SECTION A -A SECTION B -B 15 WATA STRIKE & DEADBOLT 6063 T6 ALUMINUM SCALE: 3" =1'-0" NOTE: 1.2" CUT LENGTH -41314"F- • • • • • •1•••• • •••• Z • 8" • •�%� ! ►1 • • F"--' 1 9/32° .••••X • •••• 6";),1IVES SURFACE BOLT STEEL SCALE: 3° =1'-0" 3/16" C -SINK. 1/4" MIN. 11/32 r"- 2 7l8" ---I 001 10 VES SURFACE BOLT STRIKE PLATE STEEL SCALE: 6" =1'-0" ti L 0 0 OUTSWING THRESHOLD AFC() A297 6063-T5 ALUMINUM/COMPOSITE PLASTIC SCALE: 6" =1'-0" 1/8°-1 �1 3/8' tolII I�� f '1 11/164' 3/4" STILES AND RAILS TOP RAIL E STILE LAMINATED VENEER LUMBER (LVL) SCALE 3" =1'-0" 1 11/16° : L J 3/8° 1 I - BOTTOM RAIL 25 GA. STEEL SCALE: 3° =1'-0" 1-41 1/2" OMULL POST LAMINATED VENEER LUMBER (LVL) SCALE: 6" =1'-0" 1/8'--1111--I-1 3/8° co 1 II 1 11/16` 19 LATCH SIDE STILE LAMINATED VENEER LUMBER (LVL) SCALE: 3" =1'-0" ONES SURFACE BOLT SPACER PLASTIC SCALE: 3" =1'-0" NOTE 1 -USE #10 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MUWONS. 3 -USE 3/16° ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. DETAIL - A SCALE: 1/4" =1'-O" 18° 39 ASTRAGALBOLT MATERIAL: COLD ROLLED STEEL ZINC & YELLOW CHROMATE SCALE: 3" =1'-0" 8" Acr LI 1 4 5/8" 8' --I I•-- 12 LVL DOUBLE BACK JAMB LAMINATED VEj lIRiLUOg9 R (LVL) SCALE: 6° ``1, �g F. O ° �i, o :,,s;TT A. . i •*otij %a >a 0 ui z 0 Q t O- LL (V W Q r t•-•2 U.!c YD. to w�O gee oWU a woo W gN LLQ O g 0 UNIT COMPONENTS y -J O W z a z 1- J LL pa w uI mJ F 0 U m N 35 1 5 n U ID d Z HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH NO. 29578 OATS 8/12/08 SCALE: AS NOTED DWG. BY: WBD am BY: S. FREY DRAWING NO.: JW122008 sG¢ET12 OF 14 • f A • • •• • • • • ••• .1r•• • • • • ' Q�TSIDE F RA M E VIEW • • • • • • \ • • • • SEE DETAIL A VIII © SEE DETAIL 8 i) 0 4 l 23 7/8" B-41— SECTION B—B • •• • • VENTED HALF • • • •• VSE NTUEd HALF •••• INSIDE FRAME VIEW 1/8"TEMPERE 1 /2"AIRGAP 1/8"TEMPERED cq LD INSID VIEW 1 3/4"MAX PANEL THK. VERTICLE CROSS ® VENTED SECTIONHALF UTE 1/8"TEMPERE DETAIL A GLAZING DETAIL AT HEAD RAIL 1 /2"AIRGAP 1/8"TEMPERED 1/8"TEMPERE 1 /2"AIRGAP 1/8"TEM PERED DETAIL 8 GLAZ NG DETAIL AT MEETING RAIL NOTES: ^�fS F � !ET 14 FOR ITEM DESCRIPTIONS. HERMESF.NOMAD FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 } 1 a 0 s 0 0 co 0 re 0 a. 0 ui a O 0 U m 0 O 0 0 0 rn 0 DATE 8/12108 0 O a SCALE AS NOTED DWG. BY: WSD cm. By: S. FREY DRAWING NO.: JW122008 SHEETI3 OF 14 • • • • •• 00000 • • •• • • • ••• • • • • • •• • • • •••• •••• • • • • •••• • • • •••• • •••• • •••• • . •••• MATERIAL LIST (VENTED HALF LITE ONLY) ITEM PART NO. DESCRIPTION QYT MATERIAL 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER 5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY 6 16828-000 #8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 7 12207-000 #6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFTEY LOCK 2 NYLON 6/6 9 16829-000 #4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL 10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 12 16806-000 RIGHT LATCH 1 NYLON 6 13 16807-000 LEFT LATCH 1 NYLON 6 14 :164'14000 0—LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q—LON2 WEATHER SEAL 15 1.68001000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 16 :1Fb801=000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 17 • Tb•8•31 ! 000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 18 • I. • • • DOW 1199 AR SILICONE SEALANT 19. 1M3.0 000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 20. 16838x000 0.12 0.D. SPRING 2 STAINLESS 302 AND 304 21 • •••- 14234-000 ••••• SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE 23. 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS 24• 140049-000 SPLINE 6.1' PVC o a 0 2 O t5 D N O S 0 0 0 z 0 W 0 *. % ;* .-o sTT • f�- ,'SS,ONi ' tG` HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SURE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 DATE 8/12/08 scAL: AS NOTED DWG. BY WBD cwc BY: S. FREY DRAWING NO.: JW122008 sHEET14 OF 14 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Finishield/Gladiator Steel Door, Wood Edge Glazed 12-0x6-8 Outswing Door System for Florida Product Approval Report No. 3320 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Finishield/Gladiator Steel Door, Wood Edge Glazed 12-0x6-8 Outswing Door System Steel/Wood 148-1/2"X 80-7/8" (Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Preuaredby. Hermes kv. No��®o �;oo:.: •. Florida Professional agirtear #.737.7$ • Date: 11/11/2014 • •.. • . Connnts: • Evaluation R .!.ort. . E. • Pa.gess1 � 4. : •. : : . . . Digitally signed by Hermes t. Nbrero, Reag9p: Lam approving this document Hermes F. Norero, P.E. Date: 203 5.0 .0y.t4:36:1 I -05'00' Florida No. 73778 • . • •• . • .. .. . . . .. .. 000 . • . 000 . BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 11/11/2014 Report No: 3320 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Finishield/Gladiator Steel Door, Wood Edge Glazed 12-0x6-8 Outswing Door System 148-1/2" X 80-7/8" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) forJELD-WEN, inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW122008, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 5. Site conditions that deviate from the details of drawing JW122008 require further engineering analysis by a licensed engineer or registered architect. 6. See installation instructions JW122008 for size and design pressure limitations. •• •.. . .• . . . .. • . . . •. •.. • ••• • • • • •• • • •• . • •' • • • • ••. ••• • • • •. .•. . .•' '•• • • • .•• • • • • ..• • .. ••.. • • . • • . • • ..• • • • . • • • • • • .• •• •. • • . .• .• • • .•• • • Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 11/11/2014 Report No: 3320 Quality Assurance: Performance Standards: Referenced Data: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). The product described herein has been tested per: • TAS 202-94 • ASTM E 331-00 • ASTM E 330-02 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-210-3558-1, Report Date: 10/07/2008 Report #: NCTL-210-3558-1A, Report Date: 10/21/2008 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Material Testing for 'Dyke' EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report #: 3113726SAT-001 Date: 02/05/07 4. Component Approval: HP Polypropylene by ODL ,Inc. Miami -Dade NOA: 13-0219.03, Exp. Date: 01/17/16 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology, if any, between the edition(s) of the test standard(s) listed below and those edition(s) referenced in the current Florida Building Code. The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 .. ... . . . . •. • ...... • •.. After review of the above mentioned referenced staredardsadd pdjtjQns,•it has been found that no significant technical changes have been made to the test Standardss t4t woad 3ffecfthe results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current FBC, including HVHZ provisions. •• •• • •• • . •. • • . •• •• • • • • • •.. • • • •• • Hermes F. Norero, P.E. ••. . .•' •••• • • . Florida No. 73778 Page 3 of 4 • • ••• • • • • ••• • • • • • • •• •• • ••• •• • ; • • • • • •• •• . • • ••• • ••• • • • ••• . • BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 11/11/2014 Report No: 3320 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter MA/ Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW122008) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Without Surface Bolts With Surface Bolts Outswing Positive 45 PSF* Positive 55 PSF* Negative 45 PSF Negative 55 PSF 1. Product has been rated for water infiltration up to a design pressure of +30 PSF. If authority having jurisdiction requires that product meets this requirement at higher pressures, product shall be used when installed at location protected by overhang such that overhang (011) ratio = OH length/OH height is 1.0. •• ••• • •• • • • •. • • • • • ▪ . •• • ••• •• • • • •• • ••• • • • • .• • • • • • • • •• •. • . .• • • •• •.. •• •• • • . • • • ..• • • ••• • •* • •.. • • . . •. . • • . •... • •• • . • • ••. •. . . . •.• • • • •.• . . . • • • • •• • • .. • Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 4/5/2017 *Haifa -Dade County Building Product Information for N.O.A. 11-0825.07 - Miami -Dade County NOA 11-0825.07 J(librarv/productcontrolinoa/11082507.adf) Superseded_By 14-0408.01 File Status File Expired File Classification High velocity hurricane zone Category Doors Subcategory Sliding Material Aluminum Applicant ES Windows LLC (pc -result detail aov.asn?app alias=1020411 Expiration_Date January/19/2017 Impact_Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 85 Maximum_Design_Pressure_Negative 145 Description ES Series "6000" Aluminum Sliding Glass Doors w/ wo Reinforcements - LMI Green Sustainable Attributes NONE For a detailed description on the File Status, click the NOA File Status Key. (/buildina/pc-result kev app.aso Page Last Edited: Wed Jan 25, 2017 10:40:27 AM MIAMIDADE COUNTY •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • •• • • • ••• • •• • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://wwwsniamidade.gov/building/pc-result app.asp?fldNOA=11-0825.07&BasicSearch=io&Classification=O%a2CUnknown+%2F+Unselected%2C1&applicantlist.. 1/1 4/5/2017 - Miami -Dade County Miami -Dade County Building Product Information for N.O.A. 14-0408.01 NOA 14-0408.01 t(library/aroductcontrol/naa/14040801.pdf) Superseded_By 15-0430.04 File Status File Expired File Classification High velocity hurricane zone Category Doors Subcategory Sliding Material Aluminum Applicant ES Windows LLC (pc -result detail aoo.asp?app alias=102041) Expiration_Date January/19/2017 Impact Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 85 Maximum_Design_Pressure_Negative 145 Description ES Series "6000" Aluminum Sliding Glass Doors w/ wo Reinforcements - LMI Green Sustainable Attributes NONE For a detailed description on the File Status, click the NOA File Status Key. (/buildina/pc-result kev amen)) Page Last Edited: Wed Jan 25, 2017 10:40:27 AM MIAMFD DE COUNTY • •• •00 • • • • • •• • • • • • • • • • •• •00 •• • • • •• • 00• • • . . • • • • • • • • • • • • • • • ••• • • • • • • • •• '•' •0• • 1• •• 10.10 • ••• • • • • •0• • • • • • • • • • • • • • 0010 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 10e• • • http://www.miamidade.gov/building/pc-result app.asp?fidNOA=14-0408.01&BasicSearchdro&Classification%2CUnknown+%2F+Unselected%2C1&applicandis... 1/1 4/5/2017 - Miami -Dade County Miami -Dade County Building Product Information for N.O.A. 15-0430.04 NOA Superseded_By File Status File Classification Category Subcategory Material Applicant Expiration_Date Impact Rate Maximum_Design_Pressure_Positive Maximum_Design_Pressure_Negative Description Green Sustainable Attributes 15-0430.04(librarv/productcontrol/n0a/15043004.pdf) File Approved High velocity hurricane zone Doors Sliding Aluminum ES Windows LLC (pc -result detail app.asp?app alias=102041 ) January/19/2018 Large and Small Missile Impact 85 145 ES Series "6000" Aluminum Sliding Glass Doors w/ wo Reinforcements - LMI NONE For a detailed description on the File Status, click the NOA File Status Key. (/buildina/pc-result kev 8130.49.50 Page Last Edited: Wed Jan 25, 2017 10:40:27 AM • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • •• • • • ••• • •• • • • • • ••• • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • • •• •• • • http://www.miamidade.gov/building/pc-result app.asp?IIdNOA=15-0430.04&BasicSearch o&Classification=0%2CUnknown+%o2F+Unselected%2C1&applicantlis.. 1/1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/cera! E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, 11I.33138 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 PERA -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. PERA 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: Series 6000 Aluminum Sliding Glass Doors w/wo Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-41, titled "Series- 6000 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by AL-Farooq Corporation, dated 07/22/11 and last revised on JAN 06, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Design Pressure (DP) tables in sheet 3, 4 and 5 with applicable reinforcing required at interlock & astragal. Also see approved configurations in sheet 2. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 trseC by the mpntrfagtprer or its distributors and shall be available for inspection at the job site at the requek of tha gutidr'3rg;0li�. This NOA and consists of this page 1 and evidence pages E-1,, w4Eat gppigvalEdocament mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • .•• . • . . • . • ▪ •. • ▪ • •• •' "' ' 3OA No 11-0825.07 • • : • • • • kebiration i ati: January 19, 2017 Approval Date: January 19, 2012 Page 1 •.. .• • • ••• • • • • • •• •• • • • • • • •• • • • • • • • • • • • •• • • • • • •• •• • • • •• •• 000 • • • ••• • • ' E.S. Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-41, titled "Series- 6000 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by AL-Farooq Corporation, dated 07/22/11 and last revised on JAN 06, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum sliding glass door, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-6292, report dated 08/15/11, signed and sealed by Marlin D. Brinson, P. E. (This report has been revised for glazing sample Al & E-1) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 & 2010, prepared by Al Farooq Corporation, dated SEP 09, 2011 and last revised on JAN 06, 2012, signed and sealed by Javad Ahmad, P.E 2. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours, Inc. for the "DuPont Sentry Glass® Interlayer", expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/24/11, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance statements, part of the above referenced test reports. 3. Distribution agreement between ES Windows -Energia Solar, SA, Colombia and ES Windows, LLC, USA, dated 10/29/10, signed by MS Carla Torrente and Andres Chomaro, respectively. G. OTHER • •• ••• • • • • • •• 1. Test proposal # 10-0506, dated 09-23-1IQr ap*olrep 1, 4BCt; O 1 C A 1 • C,_1,‘,w,.. • • • • ••• shaq I. Chanda, P.E. • • •• • • • 9redichControl Examiner • • ' • • • • • • • ROA No 11-0825.07 • • • • • Expiration Dale: January 19, 2017 Approval Date: January 19, 2012 •Y • • •• •• ••• • • - • • • • • •• •• • • •• • •••• •• •• • • • • • • • • ..•.. • • • •• •• • • • 4•i •• ••• • • • •••' .• • • • • •� •6 . . • •• • • • ••• • ▪ •ATILITE OPENIROS: • • •• • • • • • • • • D.L.O. HEIGHT q PANEL HEIGH •-••7•0A". • D I �O. WIDTH PANEL WIDTH - 8.9T- �ANTEI HEIGfr l 490 M E HEIGHT •-• 1.676" • • • • • •••. •••• • •••• • • • •••• •••• • • N B" MAX. HEAD CORNERS DOOR WIDTH CLUSTER of S ANCHORS AT INTERLOCKS 1 g a. 0 INTERLOCK 0 ASfRAOAL •: • §A'1t1ES-aO000/pnelNUM *Alan GLASS DOOR •'SEE SHEETS Singe E. FOR DESIGN ItOAD CAPACITY OF DESIRED • • sada SIZE An At:WIRED REINFORCING.. USING CHART•0N SHEIK 6 SELECT ANCHRR OPTION WITH DESIGN RATING MORE 11IRN• SESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND 1WItU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCUR:MIO MOH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TD THE STRUCTURE ANCHORS SHALL. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 42 5/16• D.L OPG. 48 1/4" PANEL WIDTH • 49 7/8" PANEL WIDTH • TYPICAL ELEVATION 3" MIN. • TTP. THESE COORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. TER OF 4AS 4 ANCHORS AT INTERLOCKS &•r: JAVADAHMMD • R.A.CAPNE: 5838�7�g 2 1- 8" MAX. SILL CORNERS drawing no. W1 1-41 (sheet 1 of 13) • •• •• • 1••• • .• • 4 • •# • • 000 • • • • • Rar 0 r- bQ XO (S OX XX 9)- • • ) - •• • • • ••• • • • • OXO (SHOWN) • •• • • • • • w • P- •• • • •••• • •••• • •••• • Or • • • s • XXX (i, • • • • • • 11"- • r•' ••4 • • •• • • 0 • • XXXO(EtHaiN) XXXX OXXO OR APPROVED CONFIGURATIONS rii EXTERIOR EXTERIOR iL NOTE: FOR REINFORCING AND GLASS OPTIONS SEE SHEETS 3 THRU 5. —T" o Inte: JAM AMMO' eA • 8 3 g 1 (sheet 2 01,13) • • • •• •1 ••• • • • 4 ••• Ili:- • • • • 1/4" HEN ISIRMN'D GLASS • i• it. • • • • I•! I I I 1 .680•°•I LAYER • S4S•8Y DUPONT'' •• • •••• •• • • • ••• • OPTION •91 WITHOUT REINFORCING • •• • • • • • • • • DOW CORNING 983 SILICONE • • BETWEEN ADAAER & EKIRUS0Y TO WATERPROOF SAD •• •• • • • �' CORNING IV, • • • • • • 1 • • 1 4 • • •,_/16• T STREN'D GLASS •• • • SILIeONE DOW CORNING 983 GLASS TYPE 'A' #10 x 3/4" FH SMS AT 1" FROM ENDS AND 14" O.C. VERTICALLY r O.C. HORIZONTALLY SIUCONE BEAD SILICONE BEAD DOW CORNING 983 3/18° HEAT STREN'D GLASS 090" INTERLAYER SENTRY6aAS BY 'DUPONT' I/4" HEAT STREN'D GLASS 3/8° MR SPACE 3/18' HEAT STREN'D GLASS 3/18' TEMP. GLASS DOW CORNING 983 3/18' TEMP. GLASS 3/8' AIR SPACE 1/4' HEAT STREN'D GLASS .090" NIERIA,'ER SENTRYGLAS BY 'DUPONT' SILICONE DOW CORNING 983 AT BOTTOM RAIL 4 DESIGN LOAD CAPACITY - P85' WITHOUT REINFORCING PA'81. WD1H 9 coo Kim GLASS TYPE 'A' GLASS TYPE 'S & '5' BIM= •••9 EXT.(+) INT.(-) EXT.(+) NT.(-) 30 75.0 75.0 78.0 75.0 38 75.0 75.0 78.0 75.0 42 75.0 75.0 78.0 75.0 44 80 78.0 75.0 78.0 75.0 48 75.0 75.0 75.0 75.0 53 78.0 78.0 75.0 75.0 80 750 75.0 75.0 75.0 30 75.0 75.0 75.0 78.0 38 78.0 75.0 75.0 78.0 4288 75.0 75.0 75.0 75.0 44 75.0 75.0 75.0 75.0 48 75.0 75.0 75.0 75.0 53 78.0 75.0 78.0 75.0 30 78.0 75.0 75.0 78.0 38 750 75.0 75.0 75.0 42102 75.0 75.0 75.0 75.0 44 75.0 75.0 75.0 75.0 48 75.0 75.0 75.0 75.0 50 75.0 75.0 75.0 75.0 30 75.0 75.1 75.0 75.0 38 75.0 75.0 75.0 75.0 42 108 75.0 75.0 75.0 78.0 44 75.0 75.0 75.0 75.0 48 75.0 78.0 75.0 75.0 SIUCONE DOW CORNING 983 AT BOTTOM RAIL AT TOP RAIL & STILES AT TOP RAIL & STILES GLASS TYPE 'B' GLAZING OPTION GLASS TYPE 'B' (REVERSE) Witte •/t,- Lic_ NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 0ECLA ATORY STATEMENT DCAO5-DEC-219 Emir: d4YA1l.ARNO Flit PE $__y17.492 •1 .CAN.. 3tlJ u 1 4W 1 8 drawing no. W11-41 (sheet 3 0113) • • ••• • • • •• • • • -•• • •• . • •• • • • •••• •••• • • •••• • • ••• • •••• •••• • • •••• ASTRAGAL/LOG< S18E OPTION #2 • ALUMINUM REINFORCING AT INTERLOCK • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • DESIGN LOAD CAPACITY - P85' REINFORCING AT INTERLOCK PANEL WIgni MIES 0008 Kw IriMS GLARE TYPE 'A' GLASS TYPE '8' GLASS TYPE 'B' REVERES EIR. (+) MT. (-) E)( (+) 54 (-) Er. (+) INT. (-) 38 40 44 48 60 83 58 80 so 88.0 146.0 88.0 148.0 88.0 110.0 85.0 146.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 65.0 145.0 85.0 145.0 85.0 110.0 85.0 140.0 88.0 145.0 85.0 110.0 85.0 148.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 38 40 44 48 50 53 88 60 86 85.0 145.0 85.0 145.0 65.0 110.0 88.0 145.0 88.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 88.0 110.0 85.0 145.0 88.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 910.0 85.0 145.0 85.0 144.2 85.0 110.0 85.0 110.0 88.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 36 40 44 48 50 53 se 102 85.0 145.0 85.0 145.0 85.0 1104 85.0 145.0 85.0 145.0 88.0 110.0 85.0 148.0 85.0 145.0 85.0 910.0 85.0 145.0 85.0 145.0 65.0 110.0 85.0 148.0 85.0 142.6 85.0 110.0 85.0 110.0 88.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 88.0 110.0 38 40 44 48 50 53 106 85.0 148.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 148.0 68.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 140.6 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 38 40 44114 48 50 85.0 110.0 85.0 110.0 66.0 110.0 85.0 110.0 85.0 110,0 85.0 110.0 65.0 110.0 85.0 110.0 85.0 110.0 65.0 110.0 85.0 110.0 88.0 110.0 85.0 110.0 88.0 110.0 85.0 110.0 36 40 44 48 120 85.0 110.0 65.0 110.0 85.0 110.0 85.0 110.0 65.0 110.0 85.0 110.0 85.0 110.0 88.0 110.0 68.0 110.0 88.0 110.0 65.0 110.0 85.0 1104 Ive Jm 0 JJ , ics:4 giq NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA08-DEC-219 (sheet 4 01'13) • • • • • ••• • • OPTION #B T INTERLOCK • • • ALUMINUM REIUL NFORCING AT ASTRAGAL • • • • • • • • • • • • • • • • ••4 • • ••• • • • • • •• • •• • • • •••• •••• • • •••• • •••• • •••• •••• • • •••• •• •• • • •••• • • • ••• • • •• • • • • • DESIGN LOAD CAPACITY - PEE REINFORCING AT INTS iLOCH & ASTRAGAL PANa WIDTH was COIN gar a OUSE TYPE 'A' GLASS TYPE IF GLASS TYPE '8' REVERSE at (+) TNT. (-) EXT. (+) DIT. (-) 1017. (+) WT. (-) 38 40 44 48 80 53 08 80 80 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 80.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 88.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 38 40 44 48 50 53 58 80 913 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 1.30.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 80.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 128.0 88.0 128.0 85.0 110.0 38 40 44 48 50 53 58 102 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 88.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 128.7 85.0 125.7 83.0 110.0 85.0 122.3 85.0 122.3 85.0 110.0 38 40 44108 48 50 53 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 88.0 110.0 85.0 128.7 85.0 125.7 85.0 110.0 85.0 122.1 85.0 122.1 85.0 110.0 85,0 117.3 85.0 117.3 85.0 110.0 36 40 44 4s 50 114 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 125.2 85.0 125.2 85.0 110.0 85.0 117.3 85.0 117.3 85.0 110.0 85.0 113.9 85.0 113.9 85.0 110.0 38 40 44 48 120 65.0 130.0 85.0 130.0 85.0 110.0 85.0 128.7 85.0 128.7 85.0 110.0 85.0 117.8 85.0 117.8 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 End: JAVA& ANMAD, ,FiSixett tam l a F drawing no. W11-41 (sheet 5 of 13) TYPICAL ANCHORS; SEE ELEV. FOR SPACING AT HEAD- _ . _ . I TYPE 'A _ 1/4" WA. ULTRACON BY 'ELCO' (Fu.177 KSI. 5.155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONCRETE 1-1 /4" MIN. EMBED INTO CONCRETE TYPE 'A1'- 5/16" DIA. ULTRACON 8Y 'ELCO' (Fu -177 KSI. 5.158 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-3/8" MIN. EMBED INTO CONCRETE TYPE '8'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu.177 1(6!, Fj.185 K81) DIRECTLY INTO CONCRETE 1-.3/8" MIN. EMBED TYPE 'C'- #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063-T5 MIN.) L (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR ••.IDE • ••• ILD• • -. • • • • • • - - . -.•.-• A11•JAMBB-- - . - . - • • • ?M+E 'A'- • 1 /44.DIA. ULTRACQIG 3 EL.CO' (Fu.177 14.31. 5.155 KSI) • • •++• • • • mita a&W00D: ��QR WOOD STRUCTURES ••••0 •1 /8" MIN. PEN•E11RATION INTO W000 I :41•41•• • RM 1113Y BUCI16 INTO GiIONC. OR MASONRY • • • 4J • • 1- %4" MN. EMIiL'M*0 CONC. OR MASONRY • I • • • • •I •TIPE '8'- 1,4" DIA. ULTR Eiif ••'ELCD' (Fu.177 KS5.155I. .155 KS • &pity INTO LQt!eR MASONRY • • I • 011-/4" MIN. EMBED•I11)TO CONC. OR MASONRY I ••••. • • • 1TPE 'C -• VINS OR SEI DRILb1NO SCREWS (ORAOE 5 095) Np'AD•MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) •• ••D_. T�.-. _-AT SILL -. -. _. _. 'B'- • 1/4.Ol. ULTRABON t 'ELCO' (Fu.177 KSI. Fy.158 KSp DIRECTW INTO d'0 &ETE: •:±311/4: MIN. EKED _ THK. MIN.) ANCNDR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO W000 STRUCTURE m 1" MIN. INTO METAL STRUCTURE • 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN. 0-90 HOLLOW/FILLED BLOCK AT JAMBS Ym . 2000 PSI MIN. DESIGN LOAD CAPACITY - PST (HEAD ANCHORS) ANCHORS TYPE ANCHOR TYPE ANCHORS TYPE 'A' & 'R' ETT. (+) 'A' '81', 'R' & 'C' PANEL 160Mma DOOR 1078M EXT. (+) EXT. (+) ACHES Nva INT. (-) INT. (-) 30 42 145.0 145.0 38 58 145.0 145.0 42 148.0 145.0 145.0 44 54 145.0 145.0 48 riff 145.0 145.0 50 148.0 145.0 146.0 54 42 144.3 1440 80 137.7 145.0 30 145.0 145.0 145.0 38 54 145.0 1440 42 131.1 145.0 44 145.0 126.8 145.0 48 98 118.8 145.0 80 102 118.3 145.0 84 138.9 110.8 141.4 60 84 104.3 133.1 30 146.0 148.0 36 148.0 138.8 145.0 42 44 121.4 145.0 44 102 117.3 148.0 48 123.8 110.3 140.8 50 38 107.3 138.9 54 102.0 130.1 30 1248 145.0 145.0 38 50 127.5 145.0 42 108 113.0 144.2 109.1 139.3 44 120 48 44 102.4 130.7 50 99.5 127.0 30 139.1 148.0 38 119.5 145.0 42 114 105.7 134.9 44 102.0 130.2 48 95.6 122.0 50 92.8 118.4 30 131.1 145.0 36 132.5 143.5 42 120 99.3 126.8 44 95.8 122.2 46 89.8 114.4 DESIGN LOAD CAPACITY - PSP (8D]. ANCHORS) ANCHORS TYPE ANCHOR TYPE 'R' PANEL WIDTH 'A' & 'R' ETT. (+) lomat DOOR HEIGHT 010108 MOMS INT. (-) 30 48 145.0 38 50 145.0 42 53 145.0 44 58 145.0 48 80 148.0 50 145.0 54 143.0 80 145.0 30 148.0 36 145.0 42 145.0 44 145.0 48 98 145.0 80 144.4 54 137.8 60 129.8 30 145.0 38 145.0 42 145.0 44 102 145.0 48 138.9 50 133.2 84 128.8 30 148.0 38 148.0 42 140.3 44 108 135.5 48 • 127.1 50 123.8 30 1440 38 145.0 42 131.2 44 114 1248 48 118.7 50 115.2 30 145.0 38 139.8 42 120 123.3 44 118.9 43 111.3 NOTE: SEE SHEETS 3 THRU 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. USING CHART ON THIS SHEET SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR HEAD, SILL, JAMB ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD CAPACITY - PSR (AM ANCHORS) ANCHORS TYPE ANCHOR TYPE 'A' & 'R' '0' PANEL MOTH MORK M. (+) EXT. (+) NOM INT. (-) INT. (-) 48 145.0 145.0 50 145.0 145.0 53 145.0 139.3 58 145.0 131.8 60 145.0 123.2 4"aV g�IM pj,11 ono 'i 7 Aim drawing no. W11-41 (sheet 6 of 131. • • • IBY WOOD BUCK SEE NOTE SHEET 8 SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED wITH WHITE/ALUMINUM COLORED SILICONE. WEEPHOLES: W1 = 2-8/8" LONG WEEP NOTCH AT EACH END W2 = 1" LONG WEEP NOTCH AT EACH END • • 4 •••• • • • tor • • . •4 •••• • • • IIq._l.(l.- AA. PE tb73813898 EDCE'DfS1: • WI.• CONC. 3 KSI MIN. POURED & HARDENED Hsi STRENGTH GROUT NOT BY ES WINDOWS (8 161 Mut.) TYPICAL ANCHORS SEE ELEV. FOR SPACING 2012 drawing no. W11-41 • • • • • • • • • ••• • •• • • • • • • • • • • • • • • •• • • • •••• • • •••• •• •• • • •••• • •••• • • •••• • •• • • •••• • • • • •••• TYPICAL ANCHORS IN PAIRS SEE ELEY. FOR SPACING ALSO SEE SHEET 8 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ALSO SEE SHEET 8 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY ES. WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EflWI Av is AMMO: walks ,LL' rte.._ drawing no. W11-41 (aheet 8 of 13) • • • • • • • • 3/8" MAX. SHIM 111111111111.wil !i ilii = i EXTERIOR TYPICAL ANCHORS 81 PARTS '—SEE ELEV. FOR SPACING ALSO SEE SHEEF 8 IYPMAL ANCHOR IN PAS SEE ELEV. FOR SPAWN) ALSO SEE SHEET 8 3/8" MAX SHIM 4 I •• • • • • ••• • • • •• • • • • • • • • • • • • • • • ALUMINUM AND STEEL REINFORCING AT INTERLOCK AND ASTRAGAL STILES SHOWN FOR ILLUSTRATION ONLY. USE AS SHOWN ON SHEETS 3 THRU 5. SEE CHART FOR REINFORCING OPTION LOAD CAPACITY, INCLUDING GLASS OPTIONS. • •• •• •• • • • • • •• • • • •••• •••• • • • • •••• •••• • • • • •••• • •••• • •• • • • •••• • • • • •••• drowMg no. W1 1 -41 (sheet 9 of 1 • • • • • • • • • TYPICAL ANCHORS IN DIAGONAL PAIRS SEE ELEV. FOR SPACING O 3/D" SIM MAX. 15 SEE B.O.M. AT SHEET 11 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING , 3/B° MAX. SHIM OXO CONFIGURATION DOOR WIDTH IBY WOOD DUCK SEE NOTE SHEET B EXTERIOR METAL STRUCTURE 1YPICAL ANCHORS INSEE S� SPACING • • • • • •• • • ALUMINUM AND STEEL REINFORCING AT INTERLOCK AND ASTRAGAL STILES SHOWN FOR ILLUSTRATION ONLY. USE AS SHOWN ON SHEETS 3 THRU 5. SEE CHART FOR REINFORCING OPTION LOAD CAPACITY. INCLUDING GLASS OPTIONS. Ear AO • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • s••• • • •• •• •• • • • • • •••• •••• • • • • •••• •••• • • • •••• • • • •••• • •• • • • • •••• • • • • I'PEM # PART 8 QUANITEY DESCRIPTION MATERIAL MANE./SUPPLIBR/RBMABK8 1 ES -8001 1 FRAME HEAD 6005-T5 - 2 ES -8023 1 FRAME SEI. - 3-1/2' 8006-76 - 3 ES -8003 1 FRAME JAMB 6083-78 - 4 ES -6004 2/ PANEL TOP RAIL 6063-76 - 5 ES -6005 2/ PANEL BOTTOM RAIL 6083-T6 - 6 ES -6008 AS REQD. LOCK STILE 6083-78 - 7 ES -6007 AS READ. INTERLOCK 6083-78 - 8 ES -6008 AS RECD. FEMALE ASIRAOAL 6083-T6 - 9 ES -60080 AS REQO. GLAZING ADAPTER 8083-I8 - 11 ES -8018 4/ PANEL PANEL GUIDE (TOP ONLY) CELCON - 12 ES -8015 2/ PANEL FIXED PANEL BOTTOM CUP , r LONG MIN. 8083-76 SECURE W/ (2) j8 X 3/4° FH SMS 13 ES -6010 2/ PANEL RETAINER CUP, 8' LINO 6005-78 AT MTG. RAIL HEAD & SRA ENOS 14 ES -8011 2/ JAMB JAMB SCREW COMER 8083-T5 OPTIONAL. 15 33-6014 AS READ. FIXED PANEL CUP, 4' LONG 6083-16 AT 20' FROM EACH END AND 27' 0.C. MAX. 18 ES -8012 AS READ. INTERLOCK SWEETER (LENGTH m PANEL HT. - 2-3/87 6063-16 - 17 ES -8013 AS RECD. ASTRAGAL STIFFENER (LENGTH a PANEL HL - 2-3/81 8083-18 - 18 1' X 2" X 3/18' AS REQO. STEEL TUBE REINFORCINO (LENGTH - PANEL HT. - 2-3/81 A36 STEEL TO BE PAINTED 21 W222521K AS READ. STILE & JAMB W'STRPPB4O - ULTRAFAS 22 11223221K AS READ. TOP RAIL W'STRIPPINO - ULTRAFAB 23 ES -8027 AS RECO. 8077041 RAI. W'SRRWPING EPDM DUROMETER 751-4 SHORE A 24 810 X 1-1/2" PH SMS 8/ PANE. PANEL. ASSY SCREWS - - 25 #10 X 1" PH 3115 2/ CORNER FRAME ASSY STREWS - - 28 1939-7885-85 2/ MOL. PANEL GLASS PANEL ROLLER ASSY. ST. STEEL 1-1/4' 0.0. WHEELS 27 1/4-20 X 1-3/4" PH MS 2/ ROLLER ROLLER INST. SCREWS - - 28 191058 1/ MOV. PANEL SID. MORTISE LOCK, AT 40' FROM BOTTOM ST. STEEL INTERLOCK (ASSA ABLOY) 28A 191014 1/ NOV. PANEL MULTI POOR MORTISE LOCK, AT 40' FROM BOTTOM ST. STEEL INTEL( (ASSA ABLOY) 29 #10-24 X 3/8' PH MS 2/ LOA( LOCK INSTALLATION S(RFN ST. STEEL - 30 191018 1/ LOCK LOCK KEEPER (SED. LOCK), AT 48-1/2' FROM 80TTOM PLATED STEEL. INTERLOCK (ASSA ABLOY) 30A 181040 1/ 100K LO01< KEEPER (4142.1 PONT U00K), AT 48-1/2' FROM BORON ST. STEEL. INTERLOCK (ASSA ABLOY) 31 810 X 5/8' PH SMS 8 2/ L004< LOCK KEEPER M048NT. SCREW (STD. LAA() ST. STEEL - 31A #8 X 3/4' FH SMS 4/ LACK LOCK KEEPER M048NT. SOR N (MULT POINT LOCK) ST. STEEL - 32 86232 1/ 1.001( ENIERI09 AND EXTEI8OR PULL - (3) 88-32 X 1/2' FH MS, ST. STEEL 34 810 X 3/4' PH SDS 2/ CUP FIXED PANEL CLIP FASTENER ST. STEEL. - 34A #10 X 3/4' PH SOS 2/ CLIP FILED PANEL CUP FASTENER ST. STEEL - 35 - AS READ. 1'X4' LONG SELF ADHESIVE PILE PAD WOOLPILE AT HEAD AND SILL. 37 ES -6019 AS READ. RESTRAINING PLATE NYLON AT TOP & BO,T. INTERLOCKS & ASTRAGAL 38 #8 X 3/4" FN SMS 2/ PLATE RESTRAINING PLATE FASTENER - - 39 FS -4013 AS READ. GLAZING WEDGE - - 41 ES -4014 AS 9000. 8077011 RAIL GLASS STOP ERIN DUROMETER 681-4 SHORE A 42 ES -4018 AS REGD. TOP RAIL & STILES GLASS STOP EPOM 0URDMETER 751-4 SHORE A 43 - AS READ. 1/4"X 1/4' OWING TAPE FOAM - 44 - 2/ UTE SERQJG BLOCK, 1' X 1/8' X 2-1/2' LONG EPOM OUROMl7ER 75*4 SHORE A 45 - 4/ LRE BOX SPACER ALU4WNUM - LATCHES; LIMIT ITEMS 28 AND 30 FOR USE WITH DOORS WITHOUT REINFORCING OPTION 1. ITEMS 28A AND 30A CAN BE USED FOR ALL DOORS WITH OR WITHOUT REINFORCINGS. drawing no. W11-41 (sheat 110113 ) i• • •• • • •• •• • • • • • • 0 FRAME HEAD 0 PANEL TOP RAIL 3. •• •• • •••• • •• • t+ANEL BOTft SIL 1.788 • • f • .094 • • • • 1.708 •• D• L"J• °Mkt& PANEL CUP •••• •••• •••• • • • • • •••• •••• .375 •••• • •.••• i • • •••• • • ••f• • •••• • •• 094 • • • 1W• •••• • • • • •••• 3.500 8.151 FRAME SILL LOCK STILE 2.078 2.250 .125 .188 t7 ASTRAGAL STIFFENER 1.984 INTERLOCK STILE 4.441 4.312 r•094 1.790 1y _A 3.374 ASTRAGAL STILE .078 ()INTERLOCK STIFFENER 37 RESTRAINING PLATE .250 1.500 .780 RETAINER CLIP .188 19 INTERLOCK REINFORCING .100 1wP. 12 FIX. PANEL BOTTOM CUP .287 .04701i—.71":1 .71 u SCREW COVER Engle *W40AHM» . PE 1_70592 tot rt i LC 1 a 1 drowtng no. W11-41 (sheet 12 of 13) PANEL TOP CORNER • • • • • ••• • • • • • • • • • • • •• • • • 1• • PANEL BOTTOM CORNER FRAME BOTTOM CORNER Eng 1AVM NOW fa 8 a lio drawing no. W11-41 (sheet 13 of 13) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 3550 N. W. 49 Street Miami, F1.33142 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: Series 6000 Aluminum Sliding Glass Doors w/wo Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-41 Rev C, titled "Series- 6000 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by AL-Farooq Corporation, dated 07/22/11 and last revised on JUL 01, 2016, 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. Limitations: 1. See Design Pressure (DP) tables in sheets 3 4 and S with applicable reinforcing required at interlock & astragal. Also see approved configurations in sheet 2. 2. Applicable Egress requirement to be reviewed by building official. 3. Min (2) item #26 Pabose (GT345/460A) rollers per panel as specified per sheet 11 of Bill of material. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia and series and following statement: "Miami -Dade County Product Control Approved". 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. MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wwv!,miamidade.gov/economy .. ..... . . • .. INSPECTION: A copy of this entire NOA shall be pr• byideci.tb jJh uger bx Ze manufacturer or its distributors and shall be available for inspection at the jab• sits :it tM r& ttess or the Building Official. This NOA revises & renews NOA #14-0408.01 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. • • • • • ••• The submitted documentation was reviewed by Ishaq L Ctianda, P,E� : : • • : • •. ... ••• • • •• • ..• .• . • ••• • . • •• •• • • . •. •... •. • . . . •. . • • . ••... •• • NOA No. 15-0430.04 Expiration Date: January 19, 2018 • ApprovaI Date: July 07, 2016 • • Page 1 • . • . • .•.. E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file #14-0408.01). 2. Drawing No. W11-41 Rev C, titled "Series- 6000 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by AL-Farooq Corporation, dated 07/22/11 and last revised on JUL 01, 2016, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file #14-0408.01/#11-0825.07) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum sliding glass door, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-6292 (samples A-1, B-1, C-1, D-1 & E-1), dated 08/15/11, signed and sealed by Marlin D. Brinson, P. E. (Note: This report has been revised for glazing types in sample Al & E-1) 2. Additional roller assembly qualification test report #FTL 7651 per TAS 201, 202 & 203-94 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014 (5th Edition), prepared by Al Farooq Corporation, dated DEC 23, 2015, signed and sealed by Javad Ahmad, P.E. 2. Roller assembly dead load structural analysis prepared by Al-Farooq Corporation, dated 02/17/14 and last revised on 06/16/14, signed and sealed by Javad Ahmad, P.E. (Submitted under file #14-0408.01). 3. Glazing complies w/ ASTMS -1300-02 -04 & -09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 12/15/15, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance statements, part of the above referenced test reports. 3. Distribution agreement between ES Windows -Energia Solar, SA, Colombia and ES Windows, LLC, USA, dated 10/29/10, signed by MS Carla Torrente and Andres Chomaro, respectively. 4. Two panel test E.S. Windows commitment letter dated June 29, 2016 and single roller test proposal dated June 20, 2014, both signed by A. Chamorro, General Manager. G. OTHER ••••••• • • • •• 1. This NOA revises & renews NOA #14-0408.41., condtioaell' lame ;ear, expiring JAN 19, 2018. 2. Test proposals dated 06/30/16 & 04/15/14 apprQyyd ROI rpnc1 Fist proposal # 10-0506, dated 09-23-10, approved by BCCO. •• • •:• .•• .•. :1skan 1.L..., - •• •• ▪ • • • • • • • • Ishaq L Chanda, P.E. • • . . • • . • • . • : redact Control Examiner NOA No. 15-0430.04 ... ..Expiration Date: January 19, 2018 • • • ▪ • Aplproval Date: July 07, 2016 E_1 • ▪ • • . . . • • • • • ..• •. . • • •• •• ••. . .• .• •.. . • • • OPENINGS:••• • •• • • •D LQ HEIGHT = PANEL, HEIGHT •-./..0001! D.LO. WIDTH en•gM161 •WIDTH - 1937` • - • rAUCL HEIGHT Ie FRAMC HEIGHT,- 1.3751 • • • • • •••••• • •• •• •• • • • • • 1.6•• •••• • • 6' MAX. HEAD CORNERS 1 3/4' 9-t/2' MAK. CLUSTER OF ANCHORS AT ASTRAGAL ENDS SEE SHEET 6 FOR QUANTITY AND CAPACITY 192' DOOR FRAME YRDTH CLUSTER OF ANCHORS AT INTERLOCKS SEE SHEET 6 FOR QUANTITY AND CAPACITY hig MOW. OPTIONS HEETS 7r4 c INTERLOCK ASTRAGAL , 1 PROIIUC[REv so Tawgbilig Wang Coda then kaiptmwe NoJ eST lEndomis.ops ag,T %G� • 1041804 0000 SEMIS-600DRALU +NUM SlateaLASS DOOR '9Et'STIEETS 3 THRU 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS•SIZE AND RL!QUIRED REINFARE.•I•,.,• • • R D91N6•CHART ON SHGI>� e6 SELECT aMQR• OPTION WITH DESIGN t RATING MORE THAN KDESIGN LOADS REQUIRED. 11. LOWER DESIGN PRESSURES FROM : % ANCHOR CHARTS • • WRL•APPLY TO EIN14RE•SYSTEM. • • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHER, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHOR SHALL BE AS LISTED, SPACED AS SHOWN ON DETARS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. 42 5/16• rS PANEL WIDTH D.L OPG. 49 7/6' PANEL MTH CLUSTER OF ANCHORS AT ASTRAGAL ENDS • I• . SEE SHEET 6 FOR TYPICAL ELEVATION QUANTITY AND CAPACITY THESE DOOR ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTER ARE NOT REQUIRED. VERBY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. 3° MIN. TYP. CLUSTER OF ANCHORS AT INTEM.00KS SEE SHEET 6 FOR QUANTITY AND CAPACITY 1ti}I },';'106 70682 it drawing no. W11-41 (sheet 1 of 13) sheet 2 of 13) • • • I•••• • • • • • •••• 1 •••• • • XO (SNOwN) OX XX o-- •4•• •OR ? -- V- •• • -. — .• Q A OXO (sHowN) • • •XXX (SKOV • •••• 1•••• •••• •••• • • • • • • :•1•••: •••• FRAME WATN ••• • • . • •••• RLV. •4•• •OR ? • •. • _ •• ' •• • -. — TA XXXO SHOWN XXXX OXXO APPROVED CONFIGURATION$ 4 PANELS OR LESS NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE SEE APPLICABLE DESIGN PRESSURE & SIZE IN SHEETS 3 THRU 5 AND ANCHOR INSTALLATION IN SHEET 6. EXTERIOR NOTE : OVERALL DOOR FRAME WIDTH NOT TO EXCEED 182' FOR 4 PANEL CONFIGURATION$ JILL G i 20 PRODUCrREVISED ce•WWA• WA the Red& twain Cade Acceptance Expiration tkM v R Be 11111111 4tq/�'I ''.tGEMBc-'• O • HD. 70592 • .TE OF 'aIle /11 u, ID 1 B N y8 e i 4 'drawing no. W11-41 M -1-i ►.1li0 ,MEG wiC \ n1\\ owl 11,M5 NEM__ ' 1v s mavigi Li4-4i6g _I INTERLOCK ASTRAGAL/LOCK STILE OPTION N t WITHOUT RFNNFORCINO GLASS TYPE 9/18' OVERALL LAM. GLASS SILICONE BEAD DOW CORNING 983 3/18° TEMP. GLASS 3/8' AIR SPACE 1/4' HEAT STREN'D GLASS 090' Interlayer SentryGlas By 'Kuraroy Americo, Inc.' SILICONE BEAD DOW CORNING 983 3/18' HEAT STREW() GLASS 090' Interloper SentryGlon 8y 'Kuraray Americo. 1/4' HEAT STREN'D GLASS 3/8' AIL SPACE 3/18' HEAT STREN'D GLASS 3/18' TEMP. GLASS SILICONE SIUCONE DOW CORNING 983 ._ DOW CORNING 983 of AT BOTTOM RAO. AT 1/4 POINTS AU. SIZES AT BOTTOM RAIL AT 1/4 POINTS ALL SIZES AT TOP RAIL. & STILES (II AT TOP RAIL & STILES GLASS TYPE 'B' r OVERALL INSUL LAM. GLASS GLAZING OPTIONS GLASS TYPE 'B' (REVERSE) 1' OVERALL INSUL. LAM. GLASS DESIGN LOAD CAPACITY - PSP RIT90Tr1' REINFORCING PANEL rm1H KUM. MIES DOOR ME 99211T CCM 0L483 TYPE 'A' GLASS TYPE '8 & 'R' REVERSE EXT.(+) INT.(-) EXt.(+) INT.(-) 30 75.0 75.0 75.0 75.0 36 75.0 75.0 75.0 75.0 42 75.0 75.0 75.0 75.0 44 82 75.0 75.0 75.0 75.0 48 75.0 75.0 75.0 75.0 53 87.9 87.9 67.9 67.9 80 60.0 60.0 60.0 80.0 30 75.0 75.0 75.0 75.0 38 75.0 75.0 75.0 75.0 4296 75.0 75.0 75.0 75.0 44 75.0 75.0 75.0 75.0 48 75.0 75.0 78.0 75.0 53 87.9 67.9 67.9 67.9 30 75.0 75.0 75.0 75.0 38 75.0 75.0 75.0 75.0 42 102 78.0 75.0 75.0 75.0 44 75.0 75.0 75.0 75.0 48 75.0 75.0 75.0 75.0 50 75.0 75.0 75.0 75.0 30 75.0 75.0 79.0 75.0 38 75.0 75.0 75.0 75.0 42 108 75.0 75.0 75.0 75.0 44 75.0 75.0 75.0 75.0 48 78.0 75.0 75.0 78.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E130O-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRIDut t /mum ▪ Caarning left QM Fladdi • Net - V •fi4 blIdostioa 4k bb onotosn JUL 012016 10 F5 • i!,i TAO a. G W.0 9 N 6 drawing no. W11-41 (sheet 3 of 13) • • • • •• • • • • •• • •: • •• • •••• • •• • • • ••• • OPTION //2 ALUMINUM REINFORGNG AT INTERLOCK • •• • • • • • •••• • • • • • • • • • •••• • •• •• •• • • • • • •••• •••• • i•••• ••••• •••• • • •••• •••• •••• • • • • •••• •••• • •••• •••• • • •••• • • •• • • • • • DESIGN LOAD CAPACITY - PSP REINFORCING AT INTE1U.00K m. MOM teaut. RCM 0602 FPAME MOT BOWES GLASS TYPE 'A' 01888 TYPE '8' GLASS TYPE '8' REVERSE EXT. (+) 917. (-) M. (+) NT. (-) EXT. (+) INT. (-) 38 40 44 48 50 53 56 80 82 85.0 145.0 85.0 149.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 81.8 1392 81.6 139.2 81.6 105.6 77.0 131.3 77.0 131.3 77.0 99.6 72.9 124.3 72.9 124.3 72.9 94.3 88.0 116.0 68.0 116.0 68.0 88.0 36 40 44 46 50 53 58 80 96 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 65.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 81.6 139.2 81.6 1392 81.8 105.6 77.0 131.3 77.0 131.3 77.0 99.6 72.9 94.3 72.9 94.3 72.9 94.3 88.0 88.0 68.0 88.0 88.0 88.0 36 40 44 48 50 53 58 102 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 81.8 139.2 81.8 1392 81.6 105.0 77.0 99.8 77.0 99.8 77.0 99.6 72.9 94.3 72.9 94.3 72.9 94.3 36 40 44 48 50 83 108 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 145.0 85.0 110.0 85.0 145.0 85.0 140.8 85.0 110.0 81.8 105.6 81.8 105.8 81.8 105.8 77.0 99.8 77.0 99.6 77.0 99.8 38 40 44 48 50 114 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 81.6 105.8 81.6 105.8 81.6 105.6 36 401 44 48 85.0 110.0 65.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 80.0 110.0 85.0 110.0 85.0 110.0 PRODUC r aE919ED cessiesise 9•IICodewd0 the Redd* ExPligdom DeAe r� �'O�ine NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 10.0 ,111 oz 111 814. O� ;h10 J 2 8 • 9 drawing no. W11-41 S sheet 4 of 13) • •••• • • •••• • • •• • • • ••• • • • • • •• • • • • • •••• •••• •••• • • • • •••• •••• • • •••• • •••• • •• • • • •••• • • • • •••• OPTION #a STEEL REINFORCING AT INTERLOCK ALUMINUM REINFORCING AT ASTRAGAL • •• • • • • • • • • • • •• •• DESIGN WAD CAPACITY - PSF REWFOACING AT INTERLOCK & ASTRAGAL PA1$7. *WM NOM& Noes DOOR FRWE NSW moms 01488 TYPE 'A' G1A88 TYPE 'R' GLASS TYPE 'R' REVERES EXT. (+) INT. (-) EKT. (+) INT. (-) EXT. (+) INT. (-) 38 40 44 48 50 53 58 60 82 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 81.6 124.8 81.6 124.8 81.6 105.8 77.0 117.7 77.0 117.7 77.0 99.6 72.9 111.4 72.9 111.4 72.9 94.3 68.0 104.0 68.0 104.0 88.0 88.0 35 40 44 48 50 53 58 60 98 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 65.0 130.0 85.0 110.0 81.8 124.8 81.6 124.8 81.6 105.6 77.0 117.7 77.0 117.7 77.0 99.8 729 111.4 72.9 111.4 72.9 94.3 68.0 104.0 68.0 104.0 88.0 88.0 36 40 44 48 50 53 55 102 65.0 130.0 65.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 81.6 124.8 81.5 124.8 81.6 105.6 77.0 117.7 77.0 117.7 77.0 99.8 72.9 111.4 72.9 111.4 72.9 94.3 38 40 44 48 50 53 108 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 125.7 85.0 125.7 85.0 110.0 81.6 124.8 81.6 124.6 81.6 105.6 77.0 117.7 77.0 117.7 77.0 80.6 36 40 44 48 50 114 85.0 130.0 85.0 130.0 85.0 110.0 85.0 130.0 85.0 130.0 85.0 110.0 85.0 125.2 66.0 125.2 85.0 110.0 83.0 117.3 85.0 117.3 85.0 110.0 81.6 105.6 81.6 105.8 81.8 105.6 36 40 44 48 120 85.0 130.0 85.0 130.0 85.0 110.0 85.0 126.7 85.0 126.7 85.0 110.0 85.0 117.6 85.0 117.6 85.0 110.0 85.0 110.0 85.0 110.0 85.0 110.0 0DUC f REVISED Eildnifin Oft 1=oy oy A.lr P7ot of . NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 11�ti G '11gti6 rI 8 6 ry 6 '4 2 m • • 7 Browing no. ' W11-41 �sh..eet 5 of 13 U` P MI6 ! \ ' tj e 1 BRAD ANCHOR WAD CAPACITY - PEP ®LL ANCHOR LOAD CAPACITY - PNP TYPICAL ANCHORS; SEE my. FOR SPACING ANCHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'C' ANCHOR TYPE 'R' AT BEAD - - - - - 6811939 T 1W8098 6 AIBSOB 381 4 A8�0% a ACMESTjYPE 'A'- 1/4" DIA. ULTRACON 8Y Two' (r•-in KSI, Fy-ts5 KS) 1 R 8 glig I 43 i 1i36 a 0 COMP-ANL\W1 pEpAGE p 9009 ma Ho AT IRO. 1,40rt 6M9 AT Y10. *158 RIDS AT 1R0. 6812139 1T WO. HIDE EJ NERVE 00ppm 1+ DOOR NO9ff tort IS 816. SIDE BIDS AT 810. 8158EMS INTO 2BY W00D BUCKS OR WOOD STRUCTURES1111 . (-) 9n. (-) .rt, (-1 tmanINT. (-) Kr. (-) 1-1/2" MIN. PENETRATON INTO WOOD 30 745.0 145.0 7480 149.9 30 143.0 143.0 38 145.0 145.0 149.0 143.0 38 148.0 145.0 THRU 1 BY BUCKS INTO CONCRETE 5.o 143.0 148.0 7455. 14x0 40 +4x0 145.01-1/2' MIN. EMBED INTO CONCRETE 42 149.0 145.0 1435. 149.0 42 145.0 145.0 TYPE 'B'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 951, Fy-155 1(51) 44 82 148.0 145.0 145.0 145.0 44 82 145.0 145.0 DIRECTLY INTO CONCRETE 48 145.0 149.0 145.0 143.0 48 148.0 145.0 1-1/2' MIN. EMBED 50 139.2 139.2 139.2 139.2 s0 139.2 139.2 I I 131.3 53 131.3 131.3 TYPE 'C'- 114 • OR SELf DRNIING SCREWS (GRADE 2 CIS) 53 56 131.3 124.3 131.3 124.3 131.3 124.3 124.3 59 124.3 124.3 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8' THK. MIN.) 1 8o 116.0 118.0 118.0 116.0 6O 118.0 116.0 INTO METAL STRUCTURES 30 1450 145.0 145.0 145.0 3038 145.0 1455. STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) 1 145.0 143.0 145.0 145.0145.0 145.0 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)40 135.9 14x0 145.0 143.0 40 145.0 148.3L (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I 42 131.1 145.0 145.0 145.0 42 142.6 145.0 J ? ) 44 118 128.8 145.0 145.0 145.0 44 96 138.0 145.0 - - - - - - AT S1 I, - - - - - 3 g gq ,`$ 11 E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 T0.. (305) 838-5151 FAX. (305) 838-5158 48 118$ 139.4 148.0 1455. 48 130.0 145.0 TYPE 'B'- 1/4" OW ULTRACON 8Y 'ELM' (Fue177 XS, Fy=155 KSI) 1 50 118.3 138.7 139.2 139.2 50 1269 139.2 DIRECTLY INTO CONCRETE 53 112.1 130.0 131.3 131.3 53 122.0 131.3 L 1-3/4" MIN. EMBED 58 94.3 94.3 94.3 84.3 58 94.3 94.3 __I so 8 0 68 9 88.0 � o so 88.0 68.0 AT JAMB 30 130.0 130.0 130.0 130.0 30 130.0 130.0 r, 'A'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu-in WCFy_155 K9) 1 36 130.0 130.0 130.0 130.0 36 130.0 130.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 40 128.9 130.0 130.0 130.0 40 130.0 130.0 1-1/2" MIN. PENETRATION INTO WOOD 42 121.4 130.0 130.0 130.0 42 130.0 130.0 44 t02•• • .117.3 130.0 130.0 130.0 44 102 127.8 130.0 THRU 1BY BUCKS INTO CONC. OR MASONRY 1 : • 1M• 128.7 • • 030.0 130.0 48 120.0 130.0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY • • •11 50• 107.3. 123.1 '•• 13e.0 130.0 50 118.7 130.0 TYPE 'B'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu-in KSI, Fy=155 KSI) • . • 90O e 98.8 91.8 99.8 53 99.8 999 I ••5415. 09 • 94.3 • 94.3 • 9•.3 94.3 se 94.3 94.3 DIRECTLY INTO CONC. OR MASONRY • 30 9133.0 130.0.• 1..4.0 130.0 30 130.0 130.0 141/4' MIN. EMBED INTO CONC. 0R MASONRY i • • •� 133.0 130.0 130.0 38 130.0 130.0 TYPE 'C•- $14 SHB OR SELF DRILLING SCREWS (GRADE 2 Gra) c^ i 11 J �3 H A 1 i >6 8 40 • • • 117.4 130.0. • • 41bA 130.0 40 127.6 130.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) 1 •:t2. • • %to 130.0 • WO 130.0 42 123.0 130.0 INTO METAL STRUCTURES • • 4K. 108 • . 443.1 127.3 130.0 130.0 44 108 118.7 130.0 STEEL 1/8" THK. MIN. (Fy 36 KSI MIN.) 48• •.• 102.4► 1199. r • • • 1.30.0 130.0 48 111.4 130.0 : ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) • • 82. • .5 105.8 • • • .e 105.8 50 1059 1039 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 83• 9 8x8 98.8 9 99.8 53 89.8 59.6 L J 110.0 • 110.0 110.0 30 110.0 110.0 36 1105. 110.0 t 0.0 110.0 38 110.0 110.0 INTO CONCRETE = 2-1/2" MIN. • 40 • • • 409.8 110.C• • .110.0 110.0 40 110.0 110.0 INTO WOOD STRUCTURE = 1' MIN. 'g. • • ply 114 • • 1956.7 110.0 4 • 1=0.0 110.0 42 114 110.0 110.0 INTO METAL STRUCTURE - 3/4" MIN. Y•�' yY g .:*; m $ N m >$ 44 • Loa 110.5 110.0 110.0 44 110.0 110.0 l_d 1 ) AT HEAD OR JAMBS SG - 0.55 MIN. 48 • • •93.6 110.0 110.0 110.0 48 104.0 110.0 CONCRETE AT NEAR, SILL OR JAMBS PC . 3000 PSI MHN. s0 929 108.3 110.0 110.0 50 101.0 110.0 C-R0 HDLLOW/FILLED BLOCK. AT JAMBS rm - 2000 PSI MIN. , g < m Y o 30 110.0 110.0 110.0 110.0 30 110.0 110.0 I l l 11 i I •� 9 k •�, $,, .--: 36 110.0 110.0 110.0 110.0 38 110.0 110.0mo PROW f 11171 174 � /,� 40 103.2 110.0 110.0 110.0 40 110.0 110.0 kaolin Code *MI Ow �.N • • ��ii 42 120 99.3 110.0 110.0 110.0 42 730 108.1 110.0 `�� •p ,Q9 +� ENMA15 l V.GENS8 •.•• �^ 44 95.8 110.0 110.0 110.0 44 104.2 110.0 8tl // 9l�8 1 „ 48 89.6 104.8 110.0 110.0 48 97.5 110.0 �g,,g. e�peg = ,. * EXT(+) Dp = 85 PSF MAX. !' NOTE: y81 V 1 LIf LU � drawing no. W1 1 -41 SEE SHEETS 3 THRU 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. I. USING CHART ON THIS SHEET SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN ':. DESIGN LOADS REQUIRED., LOWER DESIGN PRESSURES FROM GLASS OR HEAD, SILL, JAMB ANCHOR CHARTS WILL �i APPLY TO ENTIRE SYSTEM. f : r. -� a pp ' .• �'' �� 6, �+J 1111Ht Q'r: • ••• • TYPICAL ANCHORS IN STAGGERED CLUSTERS AT INTERLOCK/ASTRAGAL ENDS & IN PARS AT FRAME SEE ELEV. FOR SPACING AND SHEET 8 FOR CAPACITY 18Y MOOD SEE NOTE SHEET M., •••• • • • • • • • • SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. WEEPBOLES: W1 2-5/8" LONG WEEP NOTCH AT EACH END W2 a 1" LONG WEEP NOTCH AT EACH END • "IOW memo :04.44070*.ith the news :t8_21/eMite No Cama` nu1p 70592 cork. :" .``". 1.5G'H STRENGTH GROUT p3 KSI YJN. NOT BY ES MOONS (5 KSI MN.) TYPICAL ANCHORS FN -UNE CLUSTERS AT INTERLOCK/ASTRAGAL ENDS SEE ELEV. FOR SPACING AND SHEET 8 FOR CAPACITY ,111 (j r 2416 OF ••.!IICORioi:'. 0®7 8 2 4 u ( drawing no. W11-41 (sheet 7 of 13 ) sheet 8 of13) • TYPICAL ANCHORS IN STAGGERED CLUSTERS AT INTERLOCK/ASTRAGAL ENDS & 6d PARS AT FRAME SEE ELEV. FOR SPACING AND SHEET 6 FOR CAPACITY •• • • • • ••• • • •. •0.•••• • • • • • • • • • • •• • • • •••• • •• • • • • • • • • • • •• •• • • •••• •••• • • • • •••• •••• • • • • 01100 0000 0• •••• • • •••• • •• • • • • • TYPICAL ANCHO IN STAGGERED CLUSTERS AT INTERLOgc/ASTRAGAL ENDS & 1N PAIRS AT FRAME SEE ELEV. FOR SPACING AND SHEET 6 FOR CAPACITY METAL STRUCTURE SEE SPEC ON SHEET 6 DIST. ANCHORS IN STAGGERED CLUSTERS INTERLDCK/ASTRAGAL ENDS & 114 PAIRS *1 FRAME SEE ELEV. FOR SPACING AND SHEET 6 FOR CAPACITY TYPICAL ANCHORS 1N STAGGERED CLUSTERS AT AT INTERLOCK/ASIRAGA. ENDS & UJ PARS AT FRAME SEE ELEV. FOR SPACING AND SHEET 6 FOR CAPACITY PROPERLY SECURED 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PRODUCfREVO i wfi Ae FWtlda hee1 Code Acceptance py SAV ROrY ' Cannel�• V• J FR a A 08 D ..0 m droving no. W11-41 • • • • •• • II II II II II II INTERLOCK (ALUM RENT. OPTION SHOWN) ASTRM±AL/LOCX STILE • •si• •• • • • PANEL WIDTH EXTERIOR TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ALSO SEE SHEET 6 ••• • • SEE ELEV. pA�CI PAIRS • • UMINUM OR STEEL REINFORCING AT INTERLOCK AND ALUM REINF. ASTRAGAL/LOCK STILES • • OWN FOR ILLUSTRATION ONLY. DOOR FRAME WIDTH • • •• • • • • ••• USE AS SHOWN ON SHEETS 4 & 5. • • • • • SEE CHARTS FOR REINFORCING OPTIONS LOAD CAPACITY. INCLUDING GLASS OPTIONS. fa ELEVATION FOR ANCHOR SPACING AND SHEET 6 FOR ANCHOR CAPACITY. •••• •••• • C • •,A •••• ALTERNATE 1`4' MAX. 1/4° MAX. ALTERNATE n � ✓�DLCt OW e the pfd �deacoutm it" EXT. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1 drawing no. W11-41 (sheet 9 of 13) TYPICAL ANCHORS IN ANAL PARS SEE ELEV. FOR SPACING 1/4• S* G MAK @ SEE B.O.M. AT SHEET 11 O TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1/4- MAX. • • • 1•••• • • • 1•••• • I • ••• TYPICAL • IN • • • • SEE ELEV..SpCNO 1 /4. fti. • '•. • ••, • r 1BY MOOD BUCK • • SBE NOTE SHEET 8 •• • •• •• • • • • • • • EXT. OXO CONFIGURATION DOOR FRAME MIRTH EXTERIOR METAL STRUCTURE SEE SPEC. ON MEET 6 rnoDDcrimme, 8 Mat ilidit.,061r• ALUMINUM AND STEEL REINFORCING AT INTERLOCK AND ASTRAGAL/LOCK STILES SHOWN FOR ILLUSTRATION ONLY. USE AS SHOWN ON SHEETS 4 & 5. SEE CHARTS FOR REINFORCING OPTIONS LOAD CAPACITY, INCLUDING GLASS OPTIONS. SEE ELEVATION FOR ANCHOR SPACING AND SHEET 6 FOR ANCHOR CAPACITY. ,I�t � i 2416 1 Hit drawing no. W11-41 (sheet 10 of 131 ITEM / PAlif / QUANTITY DESCRIPTION MATERIAL HARE./BUPPLIER/BEfABBB 1 ES -6001 1 FRAME HEAD 6005-T5 - 2 ES -6023 1 FRAME Sill - 3-1/2' 6005-T5 - 3 FS -6003 2 FRAME JAMB 6083-78 - 3A 056030 2 ALTERNATE FRAME JAMB 8083-T6 - 4 ES -6000-040 2/ PANEL TOP RML (LAM. GLASS) 6083-T8 - 4A ES -8004 2/ PANF1. TOP RML (INSUL IAM. GLASS) 6083-T6 - 5 ES -6000-041 2/ PANEL. BOTTOM RAO. (LAM. GLASS) 6063-T8 5A ES -6005 2/ PANEL BOTTOM RML (114890.. LAM. GLASS) 8063-18 - 6 ES -8000-042 AS RE00. LOCK STILE (LAM. GLASS) 6083-16 - EA ES -6008 A5 MOD. LOCK STILE (MNSUL LAM. GLASS) 8063--16 - 7 ES -8000-043 AS REND. INTERLOCK (LAM. GLASS) 8083-78 7A ES -6007 AS RECD. INTERLOCK (1145111. LRM. GLASS) 8063-16 - 8 ES -6000-044 AS 8000. FEMALE ASTRAGAL (LAM. GLASS) 6063-T8 - 8* ES -6008 AS RECD. FEMALE ASTRAGAL (INS L. LAM. GLASS) 6083-18 - 9 ES -8500-401A 4/ PANEL GLAZING CASKET (LAM. MASS) SILICONE DUROMETER 65*5 SHORE A, EXIRUSIONES SA 11 6-8016 4/ PANEL PANEL. GUIDE (TOP ONLY) CELCON - 12 ES -6015 2/ PANEL FOXED PANEL BOTTOM CLIP , 7" LONG MOS. 8063-18 SECURE 9/ (2) /8 X 3/4" FH SMS 13 ES -8010 2/ PANEL RETANER CUP, 6' LONG 8005-15 AT MIG. RAIL HEAD & SILL ENDS 14 ES -8011 2/ JAMB JAMB SCREW COIER 6083-15 OPTIONAL 15 E5-6014 AS W. FIXED PANEL CUP, 4' LONG 6083-18 AT 20' FROM EACH END AND 2r O.C. MAX. 18 ES -8012 AS READ. INTERLOCK STIFFENER (LENGTH • PANEL M. - 2-3/61 6063-16 - 17 ES -6013 AS REOD. ASTRAGAL STIFFENER (LENGTH • PAM. HT. - 2-3/81 8083-18 - 18 1'402" X 3/18" AS RE ID. STEEL TUBE REINFORCING (LENGTH a PANEL HT. - 2-3/8") A38 STEEL TO BE PAINTED 21 • •W2 IL JAS qtr. 5711.E & JAMB W'BTRIPING - ULTRAFAB • •a • 9223221K • ASOREOD• TOP RAIL Ti. HWANG - ULTRAFAB 23 • • SSS 17• !s NEW, BOTTOM RAIL W'STPoPPWG EPDM DUROMETER 75*4 SHORE A • • 4 • /10 X 9-1/2" PH SMS • 8/ PANE* PANEL ASSY SCREWS - - • 25 /10 X ," PH SY6 FRAME ASSY SCREWS - - 26 • • • - • • • • • • •• •• •• 2/ MOV. PA • •• ACETAL WHEELS IN b�TALI 0 HOUSINGHOUSING - PANELS WITH LAMA. GLASS TO HAVE SINGLE OR DUAL ROLLERS PANELS WITH NAIL. LAM. GL/SS TO HAVE DUAL ROLLERS • •219• 1/4-20 9844304"1 84304 P14 MS • ' 11EQ ROLLER INST. SCREWS - - •:41• .ta1g5 1/ J4 V PANEL STD. MORTISE LOCK, AT 40" FROM smote ST. STEEL INTERL004 (ASS *BLOT) 28A • 191014 • 14e MOV. PAWEL MULTI POINT MORTISE LOCK, AT 40' FROM BOTTOM ST. STEEL INTERLOCK 4 (A5SA *81-01) • •76: 110-24"lr VP PH LS fit} e3eK LOCK INSTALLATION SCREW ST. STEEL - 30• 1!1018 • d,4 IOW& LOCK KEEPER (STD. LOCK). AT 48-1/2" FROM BOTTOM PLATED STEEL INTERLOCK (ASSA AMOY) • •38R• 1$149 • • J. Witt, LOCK KEEPER (MULTI POINT LOCK). AT 48-1/2' FROM BOTTOM 5T. STEEL INTERLOCK (ASSA AMOY) 31 /10 X 5/89PH SMS B 2/ LOCK LOOA KEEPER MOUNT. SCREW (STD. LOCK) ST. STEEL - • 31A /8! X•3%4* FH SAS : 44 B351. LOCK KEEPER MOUNT. SCREW (MULTI POINT LOCK) ST. STEEL - • •st• 00 1l/ LOCI* INTERIOR AND EXTERIOR P1111. - (3) /8-32 X 1/2" FH MS, 51. STEEL 34 110'4 vIcePH SDS 2/ CUP FIXED PANEL CUP FASTENER ST. STEEL - 34A /l0 X 3/4" PH SOS 2/ CUP FOOD PANEL. CUP FASTENER ST. 5TEE1. - 35 - AS RECD. 1"X4' LONG SELF ADHESNE PEE PAD WOOLPSE AT HEAD AND SIL 37 ES -8019 AS RECD. RtSTRNTBNG PLATE NYLON AT TCP & GO1T. INTERLOCKS & ASTRAGAL 38 /8 X 3/4' FH SMS 2/ PLATE RESTRAINING PLATE FASTENER - - 39 ES -4013 A5 REOD. GLAZING WEDGE - - 41 6-4014 AS RECD. BOTTOM RAI. GLASS STOP EMU DUROMETER 68*4 SHORE A 42 00-4018 AS RECD. TOP RAI. & SALES GLASS STOP EPDM DIAMETER 78*4 SHORE A 43 - AS REDO. 1/4' X 1/4' GLAZING TAPE FOAM - 44 - 2/ LITE SETTING BLOCK, 1' X 1/8" X 2-1/2" LONG EPDM DUROMETER 8035 SHORE A 45 - 4/ LRE 80X SPACER ALUMINUM - LATCHES. LIMIT ITEMS 28 AND 30 FOR USE WITH DOORS WITHOUT REINFORCING OPTION 1. ITEMS 28A AND 30A CAN BE USED FOR AU. DOORS WITH OR WITHOUT REINFORCINGS. arviseo sataaptyhewititheaDdes kAARINt., Gude bfa �CuNjB"�/� u iha n hahh W 0 u 1 1 drawing no. W11-41 sheet 11 at t,3� 1.500 0 8.135 .078 FRAME HEAD .078 1.875 1.750 J TYP. I' .419 0 2.312 LOCK STILE (LAM. GLASS) 2.078 2.250 —.125 .188, 17 TRAGAL STIFFENER 0 INTERLOCK STILE (LAM. GLASS) OqA PANEL TOP RAIL • (lNSL4 LAM. GLASS) • • • • • .•••• •••• O PANEL BOTNI f:(II� • s (LAM. GLASS) OPANEL BOTTOM RAIL (OLSU.. LAM. GLASS) 0 ASTRAGAL STILE (LAM. GLASS) 7A INTERLOCK STILE (NUL. LAM. GLASS) 4.441 4.312 d-.094 1.750 )-.125 3.374 ASTRAGAL STILE (INSUL LAM. GLASS) ...078 TYP. 18 INTERLOCK STIFFENER .188 18 INTERLOCK REINFORCING r .040.711 14 SCREW COVER 0 FRAME SILL O 37 RESTRAINING PLATE 1.500 1.750 13 RETAINER CLIP .100 T. 12 FIX. PANEL BOTTOM CUP 0 FRAME JAMB 1.788 .841 .084 1.709 8 FIXED PANEL CUP pgactuct REVISED as cei•PlAiraith elm rhoirth AmwROmme No -W3rJ 3..t 84811111149 Date Poadret .118 GLAZING GASKET (LAMINATED GLASS) BASE POLYMER a EPOM RUBBER DENSITY a 10.28 Lbs/Gal HARDNESS m 70*5 TENSILE STRENGTH a 905 P9 ELONG 1LON AT BREAK = 273S TEAR STRENGTH a 1.343 KLp/R BRITTLENESS TEMPERATURE a -40' F Nadia; ecip COMPRESSOR SET =+ 27* (2290158F) 11,t 0 + 2016 g a • drawing no. W11-41 (sheet 12 of 13) • • • • • • . • • • • •.•• • • • 1•••• • • .RAMEL TOP•CORYFR MISULy�L MI..GGLASS RN! &+6TLE 4SHOWN) • •L�4• ass RM. & MILE (SUSLM) • • • • • • • • • •• • • • • •••• • •••• • • •••• • •••• • • •••• •••• • • •••• •. • PANEL ROTTOM CORNER NSUL LAM. GLASS RML & STILE (SHOWN) LAM. GLASS RAIL & STILE (SIMILAR) OO ALT. FRAME JAMB PROW f NEVEM emapiNm* INA Om FUN& Aftwlwa.ee Me o4 c4 e>ltratlo. °i°818 ki 1 1 drawing no. W11-41 (sheet 13 .4 13) 4/5/2017 • FLORIDA p@PARTMBNT0 usines8 dbidhr 1 OFFICE OF THl SECRETARY :. Florida Building Code Online BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts 1 Publications FBC Staff 1 BUS Site Map I Links 1 Search 1 Product Approval USER: Public User Product Approval Menu > product or Application rch > Application Lit Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - Applications 2014 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 16107.16 ALL ALL ALL ALL ALL ALL ALL ,FFL# Tyne Manufacturer Validated Status Ay FL16107- Revision Clopay Building Products Company FL#: FL16107.16 Model: 16 W8-18 DSIE-1F171: HDG, HDGL, HDGF, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200 Description: Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double Car (16'4" to 18'2" wide) WINDCODE® W8 Garage Door with Optional Impact -Resistant Utes Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies Gary Pfuehier (513) 519-6566 Approved B2 History *Approved by DBPR. Approvais by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us, :: ,2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrioht 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis 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: • EEINRM Credit Card Safe SecllrI CirMETRIcs •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • •• • • • • ••• • •• • • ••Y • • • • ••• https://floridabuilding.org/pr/pr_app_IsLaspx • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 1/1 FSG . /G io7. !G December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind Toad door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited Independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM -E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 5 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualifled as impact -resistant assemblies (large missile impact). TABLE 1: Drawinis o •o* th Manufai product Code MPG PAL2F . 10 710-A-Rev03, max. •oor size 16'2" x 16'0"; +36/-42 PSFdesign load) 104761-A-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load) TABLE_2: Drawtngs fpr da• 104753-A-Rev02, max. •oor size 16'2" 104762-Rev02, max. door size 18'2" x 104754-Rev02, max. door size 16'2" x i 'u C •.A x 16'0'; +38/-42 PSF des gn load) 16'0"; +41/-46 PSFdesign load 16'0"; +46/-50 PSF (design load) "1..- AB 3' ! ravel • s ` • r doors with ajufa 10 4-A-RevI3, max. •oor size 16 2 104751-A-Rev02, max. door size 18'2" 104736-Rev03, max. door size 16'2" x 104752-Rev03, max. door size 18'2" x P C e u• •. . • •f= P. DS E -1F171_: x 1,'0"; +38 -42 PSF (design load x 16'0"; +38/-42 PSF (design load) 16'0"; +46/-52 PSFdesign load) 16'0"; +46/-50 PSF (design load) TABLE 4: Drawings fo doors with ManufacturTeVio Iu4t_L' t( 7 DSIU-1 171: 104777-A-Rev02 , max. door size 18'2 x'.l i Q.; ,;$83'- 4.PSP (design load) 104778-Rev03, max. door size 16'2" x 1f,40";,;+46i-52 9pe esign load) 104779-Rev03, max. door size 18'2" x 16'0"; +46/-5 Psi ( esign load) TABLE S: Drawings 'Pr• • ..e PC - GA.9.94 104439-Rev02, max. •oor size 9 0" x x1 '4'; . ?'- 5; PSR• 'dgsIgn load) • • • • • • • PAGE 1 OF 4 • 000 • • • • • . • • • •• •• •• •• • • •• • •• • • • • • • FILE: CliPC_121212-A.3 • • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• • • EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W6 - We 104998-Rev00, max. door size 16'2" x 12'0"; +41/-47 PSF (design load) For the doors in Tables 6 through 9, Static Pressure Tests were conducted In accordance with ASTM -E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code. TABLE 6: Dra,.In• 0 • • u - .. y P ••■ Code •C P 104710-B-Rev03, max. •oor size 16'2" x 1•'0"; +36/-42 PSF (design oad 104761-a-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load) T E ' aAli•s 104753-B-Rev02, max. TABLE • D f • 104724-B-Rev03, 104751-5-Rev02, 0 •s• _.i_ oar size 16'2' x 1 . 0"; +38 -42 PSF a sign load) s •rde•r. wi Manufacturi • _o_d_u_ct_Code (MPC) DSIE-1F17.1_: max. •oor s ze 16'2' x 1.'0"; +38/-42 PSF design load max. door size 18'2" x 16'0"; +38/-42 PSF ((design load TABLE 9: Drawings for doors with Manufactu Ing_product Code(14PC) DSLU-1F171: 104777-B-Rev02, max. door size 18'2" x 16'O"; +38/-42 PSF (design load) Tes sports: ATL -0801,01-12 (8/15/12), ATL -0813,01-12 (10/9/12), ATL -1015,01-12 (11/3/12), ATL -1113,01-12R (2/18/13), ATL -1107,01-12 (11/20/12), ATL - 1023.01 -12 (11/13/12), ATL -1009,01-12R (11/20/12), ATL -0827,01-12 (10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121.01-15 (2/6/2015). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for doors w t M C PAN-2F1S3• These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact - Resistant Glazing. Optional Impact -Resistant Glazing is a one-piece injection - molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing. Product Description for doorswith MPC_PAN_2F14.3 These doors consist of 2" thick stecipaqi;sgctlorn witio ?tn. 24 ga. (0.022") skins. The steel skin is at least GOO RDS Ryer itST Z1 A653. The maximum section height is 21". These door's eakehWe•oPtroraat Impact- Resistant Glazing. Optional Impact -Resistant Glazing is a one-piece injection - molded front frame and glazing. The following models.are at least structurally • • • • • • • • • • • •••• •.• • • •• • • • • • • • . • . ••• • •• • • PAGE 2 OF 4 •••• • • • • •• • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • tte: CBPC_321212-A.3 • •• •• EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W6 - W8 equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing. Product Description for doors wi MPC DSIE-1F171 These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing (IM). Optional Impact -Resistant Glazing (IM) is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product : These doors consist of 2" double -skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. duct proDc esription for doors with 12.Q5E1.8.2.21. These doors consist of 2-13/16" custom wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional Impact -Resistant Glazing. Optional Impact -Resistant Glazing is certified laminated glass as detailed on the individual drawings. The following models are at least structurally equivalent to the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be shown on a given drawing. Impact Resistant Glazing (IM): The optional Impact resistant glazing is an Injection -molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that Is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-A002 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC -06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929. •• ••• • • 6 .. .. . • • . Li i ati io • The drawing(s) cited above are an explicit part of this this report. The text of this report does not attempt tro 14.0:jdres§ ail design details and relies on the illustrations and text of these drav'ings as:writ.: PAGE 3 or 4 • . . . • .. • • • ..• • .. • • . • • • • • • • • • • • • • • • • •• •• • • •• • • • • • • • • • • r1LE: CBPC_121212-A.3 • .. .. • • • .. .. 000 • • • 000 • • EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W6 — W8 Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the Toads listed on the drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listed above, installation must be In accordance with manufacturer's Installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature: ,iso"..cf •HAMi �'it, ,� '.••‘CENSCTo��1 `ems �?; •V F•••.�/ ,�I, - No 63286 # • Sir * : : it•3•• •tr {U,4~ r, ..{�� r •. STATE E O iL/�� Scott `FTs Iton, P. Florida P. E. No. 63286 Date: Sl244--- PAGE 4 OF 4 • • • • •• ••• • • • • Y • • • •• • • •i• •• • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • ••• • •• • ••• • • • • • • • • • • • • • •• •• ••• • • •J • • • • ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • ' FILE: CBPC_121212-A.3 • Y • • • C • •••• MODELS CLDPAY HOLMES IDEAL 4 27 GA SHORT 4300, HDG 66, 66G, 6200 SP200 27 GA FLUSH 4301, HOOF 68, 6201 SF200 (1) 20 GA. BACKER PLATE BETWEEN EACH EMBOSS LOCATION THAT CONTAINS A CENTER HINGE. ATTACHED WITH DOUBLE SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. 27 GA LONG 4310, HDGL 67, 670, 6203 5E200 3 014CE11 1 OF 3 2 REVISIONS REV, N0. ZONE: DATE: ECN N0, APPVD: DESCRIPTION 03 7/16/15 SH UPDATED STRUT PATTERN. OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. MAX. GLAZING 512E 15 18-1/2" x 11'. GLAZING 15 INJECTION MOLDED GE LEXAN SLX2432T. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. SEE SECTION 8-13 FOR ASSEMBLY DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) • •••• • • • •••• A • 1 10R I£IG!T• •• TO 7'0' ••• • Efi1C ITIT ONS 7'3' TO 8'9' • 4 5 1,0' TO 10.6' 1•••S 10'9' TO 12'3' • 7 12'6' 70 Ifi? •• 8 •I41'3' TO 1S'g • • • 9 16'0' • •10 MAX SECT101N•NEI HT, 2I' DESIGN ENGINEER SCOTT HAMILTON. P.E. FLORIDA LICENSE N0. 63286 STRUT AND TOP BRACKET ARRANGEMENT WITH STANDARD ENDSTILE AND TOP SECTION SOLID OR GLAZED (SHOWN). X16 GA DOUBLE END STILES. MAY BE NOTCHED FOR CITES. - VIEW "8" (SEE SHEET TWO). - VIEW "C" (SEE SHEET TWO), • TWO POINT LOCKING INTO TRACK. U- BAR T -STRUT. (1) 3 -IN ROLLER CARRIER (P/N 0120394) USED WITH 3" TRACK. ATTACH WITH (3) 1/4'x3/4" SELF •..1 I12E_EL EVATION5 TAPPING SCREWS. OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. *VMS SHALL 8E IN ACCORDANCE WITH CLOPAY DRAWING 101845. ••• • • • • SECTION I3-13 (IMPACT -RESISTANT GLAZING OPTION) ••• OETAa. '0' • • PETAL --.•�• OPTIONAL DECORATIVE / PPS SNAP -IN INSERT L IMPACT RESISTANT ONE-PIECE INJECTION MOLDED GE LEON SO(24321 FRONT FRAME & CLAIM MULTIPURPOSE HIGH BOND TAPE (BETWEEN FRAME ANO FACADE) DECORATNE FRONT FACADE. STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME'), POLYSTYRENE RETAINER FASTENED 70 FRAME WITH (10) ,Q8 s 3/4' PAN HEAD MACHINE SCREWS. jMPACT—RESISTANT CONSTRUCTION: SOLID DOORS (140 GLALIG) OR DOORS WITH OPTIONAL. IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN 5102432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH I8C/F8C 2806 AND AN APPROVED 01 PLASTIC IN ACCORDANCE WITH FBC 2812. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WINO LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. ALTERNATE ARRANGEMENT WITH T -STRUT AT TOP OF THE TOP SECTION. 0100 100100 10 00 y iy iy t 0„i 0 y y / y. '1 I 11 , I I Il I 1 I '1' - -1 «---t r---17: i -==='t;1 1 1 s )e., i_ --- I 4 •�aaaaaaaar• ri .'e— --r 5 ----- 1 i 1 VAIIIMMIIIIIMIR o U. D re N 11 11 et 11 11 II II 11 1 II II N I I II it II II II tl Il II It II It i II ll �Il .. ! _ _ _ ' _ _ _ _.. _ ' wp 0 Z T - +4__ _- n u u 11 — _ . 11 I 'r_—_ ?I u 0 0 0 N 1F== — 1 --- it n n N 11 ;Tr -----------Ti ;„-^--- �_ N 1 u U 10 T 4' _,,,,,,y,- • • if -=_,:="ii 11 II 11 r 41• •I ie --='eti 0 =�='TI 11 11 IY 1 It Ij — II 11 It TL"== 't4 II __� i 11 II 11 11 II II I! 11 14 ='iti it It it it It 11 II r: U • 11 u 0 r •u a u MI D N II II a II II En= mim ammo Eamon] • •• • 1.- - MAX. DOOR WIDTH 18'-2” • •••• • • • •••• A • 1 10R I£IG!T• •• TO 7'0' ••• • Efi1C ITIT ONS 7'3' TO 8'9' • 4 5 1,0' TO 10.6' 1•••S 10'9' TO 12'3' • 7 12'6' 70 Ifi? •• 8 •I41'3' TO 1S'g • • • 9 16'0' • •10 MAX SECT101N•NEI HT, 2I' DESIGN ENGINEER SCOTT HAMILTON. P.E. FLORIDA LICENSE N0. 63286 STRUT AND TOP BRACKET ARRANGEMENT WITH STANDARD ENDSTILE AND TOP SECTION SOLID OR GLAZED (SHOWN). X16 GA DOUBLE END STILES. MAY BE NOTCHED FOR CITES. - VIEW "8" (SEE SHEET TWO). - VIEW "C" (SEE SHEET TWO), • TWO POINT LOCKING INTO TRACK. U- BAR T -STRUT. (1) 3 -IN ROLLER CARRIER (P/N 0120394) USED WITH 3" TRACK. ATTACH WITH (3) 1/4'x3/4" SELF •..1 I12E_EL EVATION5 TAPPING SCREWS. OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. *VMS SHALL 8E IN ACCORDANCE WITH CLOPAY DRAWING 101845. ••• • • • • SECTION I3-13 (IMPACT -RESISTANT GLAZING OPTION) ••• OETAa. '0' • • PETAL --.•�• OPTIONAL DECORATIVE / PPS SNAP -IN INSERT L IMPACT RESISTANT ONE-PIECE INJECTION MOLDED GE LEON SO(24321 FRONT FRAME & CLAIM MULTIPURPOSE HIGH BOND TAPE (BETWEEN FRAME ANO FACADE) DECORATNE FRONT FACADE. STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME'), POLYSTYRENE RETAINER FASTENED 70 FRAME WITH (10) ,Q8 s 3/4' PAN HEAD MACHINE SCREWS. jMPACT—RESISTANT CONSTRUCTION: SOLID DOORS (140 GLALIG) OR DOORS WITH OPTIONAL. IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN 5102432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH I8C/F8C 2806 AND AN APPROVED 01 PLASTIC IN ACCORDANCE WITH FBC 2812. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WINO LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. ALTERNATE ARRANGEMENT WITH T -STRUT AT TOP OF THE TOP SECTION. SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE S IDE BOLT LOCK 0874014 OUTSIDE KEYED HANDLE. SNAP LATCH ENGAGES ONTO VERTICAL. TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE. INSIDE HANDLE OUTSIDE KEYED LOCK 1WITH SNAP LATCH LOCK OPTION DESIGN LOADS: +46.0 TEST LOADS: +69.0 P P.S.F. & -50.0 P.S.F. S.F. & -75.0 P.S.F. OUTSIDE HANDLE. END STILE. LOCK BAR ENGAGES IN TRACH ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BMR LOCKING D 4 - MANUFACTURING PRODUCT CODE DSIE-W171 PART NO.: N/A UMeas Slated Ouler rate TOLERANCES as .0 - 8.031 00 = #.015 .000 - 4.005 0000 - S.001 Degrees - S 1/2 Unless Slated Deeatalse OwHis*oss ARE IN INCHES. °Clopay 4y- 4 SA Urfa/ Frodala TANC* fax tin 513-770-4853 Wl*4B 0AD RATING W8 DP46 DESCRIPTION: 2" EPS INS. DOORS TO 18'2" (SEE TABLE FOR MODELS) DRAWN BY: SH DATE: 11/8/12 SCALE: NTS CHECKED 8Y: 5H DATE: 11/9/12 SHEET 1 OF 3 DWG. 10 SIZE DWG. NO.: 104752 VER: 180 4 3 2 IGLOO E ll A pG ODM c' T APPROVAL 161©7 B A 0100 100100 10 00 0010 1I ' I 1 N it a I I' '1 I 11 , I I Il I 1 I '1' - -1 «---t r---17: i -==='t;1 1 1 s )e., i_ --- I 4 •�aaaaaaaar• ri .'e— --r 5 ----- 1 i 1 VAIIIMMIIIIIMIR re sew It rho �Il .. ! _ _ _ ' _ _ _ _.. _ ' wp SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE S IDE BOLT LOCK 0874014 OUTSIDE KEYED HANDLE. SNAP LATCH ENGAGES ONTO VERTICAL. TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE. INSIDE HANDLE OUTSIDE KEYED LOCK 1WITH SNAP LATCH LOCK OPTION DESIGN LOADS: +46.0 TEST LOADS: +69.0 P P.S.F. & -50.0 P.S.F. S.F. & -75.0 P.S.F. OUTSIDE HANDLE. END STILE. LOCK BAR ENGAGES IN TRACH ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BMR LOCKING D 4 - MANUFACTURING PRODUCT CODE DSIE-W171 PART NO.: N/A UMeas Slated Ouler rate TOLERANCES as .0 - 8.031 00 = #.015 .000 - 4.005 0000 - S.001 Degrees - S 1/2 Unless Slated Deeatalse OwHis*oss ARE IN INCHES. °Clopay 4y- 4 SA Urfa/ Frodala TANC* fax tin 513-770-4853 Wl*4B 0AD RATING W8 DP46 DESCRIPTION: 2" EPS INS. DOORS TO 18'2" (SEE TABLE FOR MODELS) DRAWN BY: SH DATE: 11/8/12 SCALE: NTS CHECKED 8Y: 5H DATE: 11/9/12 SHEET 1 OF 3 DWG. 10 SIZE DWG. NO.: 104752 VER: 180 4 3 2 IGLOO E ll A pG ODM c' T APPROVAL 161©7 B A NOD£LS 4 27 GA SHORT 27 GA FLUSH 27 GA LONG CLOPAY 4300, HDG 4301, 11000 4310, HDGI- HOLMES 66, 66G, 6200 68, 6201 67, 67G. 6203 IDEAL SP200 00200 SE200 D C • •••• • •••• • 04o9120N1A1 T JAMB (NO 3.040 F M ) •••••• • • 1 • SHEET: 2 OF 3 REVISIONS REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 03 SEE REVISION HISTORY ON SHEET ONE. THIS 0002 MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WAND SPEEDS LISTED BELOW ACCORDING 70 THE FLORIDA BUILDING CODE OR THE INTERNATIONAL 8040040 CODE (BASED ON ASCE7-10) FCR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING. 2) ODOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/WS/AA 10B. SI9E-5PEC1FIC CALCULATIONS BY A O11AUF1ED DESIGN PROFESSIONAL, MAT COFFER. ULTIMATE WIND SPEED 04PH1 175 190 190 200 200 E XPDSURE CATEGORY H, C, 0 6, C, 0 H. C 8, C B MEAN ROOF HEIGHT 25' 1S' 25' 15' 30' JAMB TO SUPPORTING STRUCTURE ATTACHMENT 3103ES: 1. ALL THE LON) FROM THE DOORS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK 70 THE 2.6 VERTICAL SYP (GRADE 12 OR BETTER) JAMBS. NO LIMO FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2 FACH VERTICAL JAMB SEES A MAXIMUM 005101 1050 OF +414 LB F. -450 L8. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK 70 PROMOS A • • FLUSH &TOURIING SURFACE. It. A 1/3 STRESS INCREASE FOR WIND LOAD WA5 MR USED IN THE CALCULATION OF ALLOWABLE • LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASON. • • • • 24• 6 JAMB 0 5183 !FRRtl STRUCTURE ALTACHMENT 1110T T• 0E USED FOR CH Mp4J OF TRACK ANGLE TO 2.6 VERTICAL BS OR SUPPORTING STRUCTURE) • • • 0000 BIILOINPC•TYE • • • • 0000•• F'. IRR f0PE MAXIMUM ON-CENTERDISTANCE FASTENERS` STEEL 900 A EDg s ......... .. Ei1ii13Ia:It:JnR. ,14.A:lfd3 Iii:'J1423t :,31:::70 :73/.. 1 0... ...i., MFH. •.W11" 1 4 r,.. Em.,7004 APO.. C. 'RE ....T= 6' 1' Q.D. . .. .L'ei /34E111157 WWI. EMRE0 WE -0 ANKR TITS SLEEVE ANGNOR i ' " 4 .gj, DEAD.. J ;+.. "r. • ISEAll. WOOD FRA000 *I' OLS SG) !_T44.1550... a :1 . 1'i -. :.4: t1E 4, .. " ILA- x_ 51ir {911:. . . "4, 1,1.. _ r 13" 1 x.19. — • • F1RST. (5011yM) ANCHOR STARTING AT NO MORE THAN HALF OF 71.0 MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED • AT LI71Sl x10 HIGH AS THE 0009 QFPN1N0 •• • • • • CLOPAY 02,F4 3401 SUPPLY Nee 117ACHWIR FASTENERS MNIMU3 A•Q BETWEEN O1•ER OF 01CHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"', EXCLUOINC STUCCO THICKNESS•. •••• A DESIGN ENGINEER: SCOTT HAMILTON. P.E. FLORIDA LICENSE No. 63286 H14x5/8" SHEET METAL SCREWS 1/4"43/4` SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. (MIN) INT_FRME014TE HINGE VIEW '8" VIEW -G" 1.95" THICK, 1/ DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTERIOR ANO INTERIOR SKINS. TONGUE AND GROOVE JOINTS. VIEW "0' 4- TALL TAPER STRUT. MIN. 0.062' GALV. STEEL. MIN. 80 KSI. 27 GA (0.016' MIN.) EXTE1W0R STEEL SKIN (DRAWING DUALITY) WITH 0-40 MIN. GALV. BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SILICONE FILLED CHANNEL. SEPARATES FRONT AND BACK SKIN OF DOOR. STANDARD STRUT ARRANGEMENT SHOWN. ALTERNATE PATTERN WITH T -STRUT AT TOP OF TOP SECTION ALSO APPROVED. SEE SHEET 1. (2) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2-1/2' x 5-3/8"). EACH BRACKET ATTACHED W/(4) 1445/8' SHEET METAL SCREWS, ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"xl/2" BOLTS AND NUTS PER BRACKET. 27 GA. (0.016- MIN.) INTERIOR SIEEL SKIN (DRAWING DUALITY) WITH 0-40 MIN. GALV., BAKEO-ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH 51DES OF STEEL SKIN. 14 GA. G4LV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) (114x5/8" SHEET METAL AND (2) 1/4'43/4" SELF TAPPING SCREWS. SEE VIEW "B". 3' TALL X 20 GA. GALV. STEEL U -BARS. ONE U -BAR AT THE TOP OF EACH SECTION. ATTACH WITH TWO 1/4'43/4' SELF TAPPING SCREWS PER HINGE. ONE 4" T -STRUT PER SECTION (SEE VIEW "D"). EACH 7 -STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4'43/4' SELF TAPPING SCREWS. 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #1445/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP, SECTION A -A (SIDE VIEW) DESIGN LOADS: +46.0 TEST LOADS: 4.69.0 P P.S.f. de -50.0 P S.F. S,F, 24 -75,0 P.5.F, C 4 HANUFACTURING 001000CT CODE DSIE-1F171 PART NO.: N/A ON Clopay3 Mrs* PR** Corners Fa. Re. 513-770-4653 11Nea6 Hlata4 O00,11*€a TOLERANCES ma .0 m 4,031 .00 10.018 .000 - 4.005 .0000 - 3.001 Degrees a I7/2' uetecs 514104 Olam.bse De4ERRONS ARE N wo,E<. DWG. NO.: 104752 VER: RSC WITOLOAD RATING W8 DP46 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS) DRAWN BY: SH CHECKED BY: SH DATE: 11/8/12 DATE: 11/9/12 SCALE: NTS SHEET 2 OF 3 DWG. SIZE 4 3 2 MORED\ PG ODUCT APPROVAL OVAL 16107 B A v 9 3 Q LOW a 11YRO cle7 J,3W©O 38 1435 3Z4S CI '0440 C 30 £ 1334S zl/6/11 3180 SIN '318'35 Z1/8/44 3180 1:51301241418 803 301 33S) .Z,81 01 58000 '91141 9t7dG 81\ 0411891 08010NIA ZSL401 :'ON '9110 3N'+ 5NQ`5n1 B1LL X70 4» 1445 suiun S/t s m soo4443 l00 S 0000' S00'; = (300' Sd3 .Z =14041412139130 510; - 00' 4£0'31 a 0' 530141213'101 �spm* +++0 caroawn '3 5'd 051- >rr '4 S d 0'64+ 45080 1531 '3'S'd 0'09- A '3'58 0'991- 4S0801 N01S30 '5831410 A8 S$Vrdr 30 NOl1884d38d C58P-0L1-C191 '911 +� 0084-0,11-1491 '00 70 450 04054 140 ' P10401408 aAn0 SKR HS 158 0343343 . HS . 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Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact 111 :: 7601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement : • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall 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 tf you are a licensee under Chapter 455, F.S., please click Jiere . Product Approval Accepts: • Credit Card Safe securi i-vM rT R I cs• 1 •• ••• • • • • • •• • • • • • • •• ••• • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • •• • • • ••• • •• • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr_appistaspx 1/1 NOTICE OF PRODUCT CERTIFICATION Op CEI TIF/C4TlO Q4i cckEy G CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011110.05-R1 05/22/2012 Structural JELD-WEN 822-1 01/04/2016 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Premium Atlantic Aluminum Sliding 3737 Lakeport Boulevard Patio Door" Sliding Glass Door Klamath Falls, OR 97601 Configuration: OXXXXX Glazing: laminate -3/16" Annealed Glass/0.090" SentryGlass Plus/3/16" Annealed Glass or IG -3/16" Tempered Glass/Laminate- 3/16" Annealed Glass/0.090" SentryGlas Plus/3/16" Annealed Glass Frame: W-7201mm(283.5") H-2438mm(96") Panel: W-1257mm(49.5") H-2407mm(94.75") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +50/-50 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-210-3434-1 Expiration Date: February 28, 2020 Administrator's Signature: 0000. . .. .. .• . NATIONAL ACCIEDITATI+YY AND MANAGEMENI JNSJITUTE, INC. 4794 George Wal&initon 1 lemb/Sal IlighIrapy Hayes,: dA 2.3jM72 • • Tel: (804) 684-5124 Fax:401) 68Q-51 2• • • • . . 1 1 • • • • • .. . • •• . . 0111 • • ImmommiN NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011110-R1 05/22/2012 Structural JELD-WEN 822-1 01/04/2016 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Premium Atlantic Aluminum Sliding 3737 Lakeport Boulevard Patio Door" Sliding Glass Pocket Door Klamath Falls, OR 97601 Configuration: XXXXX Glazing: Laminate -3/16" Heat Strengthened Glass/0.090" SentryGlass Plus/3/16" Heat Strengthened Glass or IG -3/16" Tempered Glass/Laminate-3/16" Heat Strengthened Glass/0.090" SentryGlas Plus/3/16" Heat Strengthened Glass Frame: W-6026mm(237.25") H-2438mm(96") Panel: W-1257mm(49.5") H-2381mm(93.75") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +80/-80 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-210-3382-1 Expiration Date: February 28, 2020 Administrator's Signature: .. ••• . . . • . • .. • . •. NATIONAL ACCI21DITATI'+ON •AND MANAGEMENT JNSTITUTE, INC. 4794 George Waafiiniton 11imbrIa1 High ITayes,VA 2.472 , • Tel: (804) 684-5124 Fax:. 8O4) 68911A .1. 1 .... • • .• . • • • • . .. . . ••• • • • . . PREMIUM ATLANTIC ALUMINUM (6800) SLIDING PATIO DOOR LARGE MISSILE IMPACT RESISTANT - 2 & 3 TRACK BYPASS AND POCKET FRAMES • •• .••S• 89 5/8° MAX DLO HEIGHT •• •• • • •••• • • • • • • cwI/L. ,wn vuvn wsu I 1 49° MAX FIXED 49 7/16° MAX ACTIVE 49 3/4" MAX ACTIVE 49° MAX ACTIVE 49 7/16" MAX ACTIVE 49° MAX ACTIVE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 42 7/8° MAX DLO WIDTH 1 (W/ INTERLOCKS) 42 7/8' MAX__, DLO WIDTH (W/ ASTRAGAL) _42 7/8" DLO WIDTH MAX— (W/ LOCKSTILE) 42 7/8" MAX ^ DLO WIDTH (W/ INTERLOCKS) 42 7/8" �— DLO WIDTH MAX_ (W/ LOCKSTILE) 42 7/8" MAX DLO WIDTH 1 ro 00 y. H ••• 1 • 00 . . . A,D = gl X 00 x. 00 x 00 X 00 ©O x • • •6 • • aaaa t • •• •• • • •••• •••• • • • • •••• F...NEQAL NOTES 1. THE SYITEM DESCRI D HEREIN HAS 4A1 DF!5A°NED AND itS1 tU IN ACCORDANCE WITH THEDQII IAT' DON OF T� FJ,QJUL,P DA BUIINR CODE INCLUDING SUPPLEMENTS, FOR USE WM16V AND OUITITSIDE THE HT LOCflYHCI�1CMEtONE, PER TAS 201 / 202 / 203 & ASTM E1300-I14e01 STANDARD 2. NO 33-1/3% IN TN ALLOWABLEISTRESSHAS BEEN USED IN THE DESIGN OF THIS LOAD DU LION FACTOR Cd41.041A5 BEEN USED FOR WOOD ANCHOR DESIGN. E AND N TIVE� IGN PRESSURES C*.CULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED VMS A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. • • 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS AND SUBMIT FOR ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN CONJUNCTION WITH THIS 3/16° ANNEALED DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 7. UNITS GLAZED WITH 7/16" LAMINATED GLASS (3/16' ANNEALED / 0.090" SGP / 3/16" ANNEALED) ARE LARGE MISSILE IMPACT RESISTANT, COMPLY WITH ASTM E1300 -04e01 AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. UNITS GLAZED WITH 1° INSULATED LAMINATED GLASS (3/16° TEMPERED + 0.313" GAP + 3/16° ANNEALED / 0.090° 5G / 3/16" ANNEALED) ARE LARGE MISSILE IMPACT RESISTANT, COMPLY WITH E1300 -04e01 AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) FOR DUPONT SENTRYGLAS INTERLAYER. 9. EXTERIOR SEAM OF FRAME CORNERS SHALL BE SEALED WITH SILICONE. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 11. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE CURRET EDITION OF THE FLORIDA BUILDING CODE. 12. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED A5 PRESCRIBED IN THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. TYPICAL ELEVATION N.T.S. EXTERIOR ELEV GLAZING TYPE OA 7/16° LAMINATED 0.090• SG INTERLAYER 3/16° ANNEALED 3/4" MIN GLASS BITE GLAZING TYPE 1° INSULATED 7/16° LAMINATE 0.313" GAP 3/16° TEMPERED 3/16° ANNEALED 0.090° SG INTERLAYER 3/16" ANNEALED 3/4° MIN GLASS BITE GLAZING DETAILS N.T.S. 8 ALLOWABLE DESIGN PRESSURES +50 PSF -50 PSF JELDWEN Windows/Doors/Mill work M O d a 5 0 a S P1 � 1 N O N 0 H O O O g9 tri H O LL 0 Robert J. Amoroso, P.E. FL P.E. No. 49752 3,2:;: ceeeria'WocIy LPpi-Br4YE OF �d F �.OP�OPp C.t� •'�SS�ONALENJ�• Digitally signed by RobertJ. Amoroso, PE DN: am=Robertl.Annnrso, P.E, o=PTC Product Design Group, LLC. ou=FL P.E. No.49752, FBPE Cert of Auth. No. 25935, email obertBetc<wp.com,c=US !Tate: 2015.0309 09:1334 -04'00' 2.7RACKANCHORSCHEI LE -HEAD, SILL ANDJANBFRAMINGCOMPONENTS SUBSTRATE TYPE SIZE MANUFACTURER AND/OR SPEC&7CATIDN BASEMENT ON) EDGE DISTANCE (94) ANCHOR CAPACITIES BASED ON CONCRETE FLAT HEAD 1/4° ITN ATTTAPCONSIn 1-3N' 1 12' EXTERIOR AND 1 1/7 INTERIOR MIN. 2500 PSI CONCRETE 1/4° (CS) & No. 14 (SS) ELCO ULTRACON IL! 13/4' MASONRY (BLOCK/CMI) 1/4 MN ATTTAPCONSI'• 1' GTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT (DENSITY > 117 PCF) 114' (CS) & No. 14 (SS) ELCO ULTRACON t2 1 114° WOOD NO. 14 - ANSI B18.6.1 (WS) 1-12' 1' EXTERIOR AND ?INTERIOR WOOD WTTH AMNIMUM SPECIFIC GRAVITY OF 0.55. 114' ASME 818.6.4 (TS) NOTEt 1)TTW(ADVANCED THREADFORN TECtNOLOGY) 410 STAINLESS STEB. TAPCOP6 WLL BE USED FOR CONCRETSRANSONRY NSTALIATION. 2) 5.03 CARBON STEEL (CS) 02410 STAINLESS STEEL (SS) LL1RAC06 WILL 8E USED FOR 003CRETEMSONRY NSTALLATON. 3) FOR WOOD SCIZBNS (WS) F SFLI1T04G 6 A CONCERN DI .L 0.147 (CRLL 312E25) PLOT HLLEFOR ND. 14. 4) FOtTAPPNG SCREWS (TS) FSFLRTNG B A CO4CS 4Ot.L0.185' (DRLL SSE 19) PART HOLE FOR 1/7 DW. 3 -TRACK ANCHOR SCHEDULE -HEAD, SILL AND JAMB FRAMINGCOERPONENTS SUBSTRATE TYPE •• MEMANUFACTURER AND/OR SPECWICATlON EDGE DISTANCE (M) ANCHOR CAPACITIES BASED ON ,p,,,,,......��:•••. • - • • • • FLAT • HEAD • •••• • 114' • • • • ITW ATT TAPCONSIn • • 1-314' 1 (2' AND 1 12' INTERIOR IN M. 2500 PSI CONCRETE 1/4' (CS) & No. 111(2S) FICO ULTRACON 1• 13(4'EXTERI •44314114' (BLOCK/CMU) • a • • • • • e • 1/4° • rip AT(' TAPCONSI) 1' _ STREN CONFORMANCE TO ASTM C-90, MEDIUMWEIGHT (DENSITY >I17POE) • • *UV (CS)&No.111(M)• • NALCO ULTRACONI• 1 1/4' • • • • NO.14 •• • • L • 1J1Sl818.6.1(WS) 1'12° 1' EXTERIOR AND 1° INTERIOR WOCOD HATH AMID4WLOM SPECIFIC GRAVITY OF 0.55. t • • • 1/4'!ASME • B18.B.4 (TS) NOTIII7 •it•• 1)115 (ADVANCED THIgA;FfSMOIONCLOGY) 24/4)d1ACINST®.(CS)O:410STANLBSSTEN.(SS)ULTRACON3WLLBEUS®WR 3) FOR WDO•D •SCREWS (W9) FSFLM1NG 4)12 TAFRVGSCRES(TS)?i •••• 410•Si011eSt STEELTAPCXXNS WLL BE USED FOR OONCRETEMASO4RY NSTALLATAON. CONCRETEMASONRYNBTALLATON. B A COM:�L•0.149°(CRL1 SIZE 25) PLOP HOLE FOR CAD. 14. ?rm.6 A tXMOBEICINIL 0.165° (ORM SIZE 19) PLOT HOLE FCR V4' IXC. •••• • •• • • • •••• • QNCHORSCHEW9.E-HOOK STRIP • 9 •••• SUBSTRATE TYPE MEMANUFACTURER ANDIORSPEIEiCA11ON EMBEDMENT (01) EDGE DISTANCE (81) ANCHOR CAPACR853 BASED ON 3/117 TTWATT TAPCONSI8 1-314' CONCRETE MIN. 2600 PSI CONCRETE 3/16' ELCO ULTRACON TA 1-3/4' FLAT MASONRY HEAD 3118' ITW ATTT/WCCX431n 1• 1°EXTERIOR AND STRENGTH CONFORMANCEDIIJMWOAHTM (BLOCK/CMU) OF PAN HEAD 3/16' ELCOULTRACONIIA 11/4' 1'INTERI02 C-80,M¢DIUMWEIGHT N0.10 ANSI 818.8.1 (WS) WOOD WITH AMNIMUM WOOD 1-1/4' SPECIFIC GRAVITY OF NO. 10 ABE 818.8.4 (TS) 0.55. NOTES: 1) DW(ADVANCD THREADFORM1}TECHNLL00Y) 410 STANLESS STEEL TAFDOAi WILL BE USED FOR CONCRETENASONRY INSTALLATION. 2) ELCO CARBON STEEL (CS) OR410 STAINLESS 51133. (SS) LL1RACONS WLL BE USED FOR OONORSE/MASORY NSTAUATON 3) FOR WOOD S(ABNS (WS) F SPLITTING B A CONCERN, O•.L 0.112' (DRILL SU2E 34) RAT HOLE FOR ND. 10. 4) FORTAFPNO SCREWS (15) FSFLI fPGS A 03NCERN, LRLI.0.121' (DSL 52E31) PLOT HOLE FOR P0.10. INSTALLATION NOTES* 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION FOR AU. 2—TRACK UNITS. THREE (3) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION FOR ALL 3—TRACK UNITS. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT ALL HOOK STRIP JAMBS FOR 2—TRACK AND 3—TRACK UNITS. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY SHALL BE AS SHOWN IN 'ANCHOR SCHEDULE' SHEET 2. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMPED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 6. FOR CONCRETE BLOCK APPUCATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE "ANCHOR SCHEDULE'. SHEET 2. 8. ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH CORROSION RESISTANT COATING. JELD'WEN Windows/Doors/Millwork Robert .1. Amoruso, P.E. FL P.E. No. 49752 '127Sm�QtCn"�e�9lf"c 49759 ‘0 te OF c Iry TA „ "^mom,. Digis *y signed by Robert Amoroso, PE Dtt cn=Robert 1. Asroruso, P.E, o=PTC Product Design Group, LLC. ou=FL P.E No. 49752, RIPE Cert. of Auth No. 25935, emall=robert@ptc-coip.com,c US Date. 2015.03.09 081497 -0403' •• • • • • • ••• • • • • •• • • • • • 98 16" MAX. TWE► MAX SEE CLUSTER DETAILS SHT. 3 1.� TYP. HEAD & SILL 1 1 1 DOOR WIDTH 283 1/2" SEE CLUSTER PANEL T1P. DETAILS SHT. 3 TYP. HEAD & SILL 1 I SEE CLUSTER DETAILS SHT. 3 TYP. HEAD & SILL I I 6" MAX. TYP. 14° MAX. O.C. TYP. MAX I HEIGHT — INSTALLATION ANCHOR LOCATION _ TYP. SEE SHEET 2 0 INACTIVE 0 . g X 5' ACTIVE f / _ g X .. ACTIVE 0 l f/ X AC11VE 0 , g x _ ACTIVE 1.0 --y. 0 g 0 INACTIVE e ii . - 1 40 6"M?.—I SEE CLUSTER MP 1 i SEE CLUSTER SEE CLUSTER • • • • APPINVED CONFIGURA77.ONS. PANELS AINDIFRAY SIZES • 1)•I�HES &SHOWS TYjICAWXXXX CONFFjj UURAA�T'¢ION. SEE SHEETS 4 AND 5 FOS A*D1T1 NAL APPiISW.PJiNEL AND :QQrROOR CONIROINIONS. 2) TYI;'ILfAti'ANE to GURA'12~,RVATION SHOWN 001 SHEET 1,r SoaATEdNI1apitGE •t ISURIR 1Rk1ENTS ON SHEET 3. • • 31i7115 VAIUM FRAMEe��ND��_PANEL SIZE (WIDTH AND InEIGHT AND THE MAX$117A1 NUMBER SPPAPISLS SHALL NOT EXCEF41 T OF THE TF jrEDIIITS. • • • • •••• • • • •••• JELDWEK Windows/Doors/Mill work WEEP SLOT NOTES: 1. ALL UNITS HAVE A.375"x .125" WEEP SLOT CUT THROUGH THE SCREEN TRACK LOCATED .75" FROM EACH JAMB AND 3.5" FROM ALL INTERLOCKS. 2. ALL UNITS HAVE A.375" x .125" WEEP SLOT CUT THROUGH THE EXTERIOR DOOR TRACK LOCATED 6" FROM ALL INTERLOCKS. TYP. HEAD & SILL Pte. TM. TYP.HEAD& SILL • TYP. HEAD & SILL ANCHOR LAYOUT (3 -TRACK) SGD6D3T (OXXXXO) ALL APPROVED GLAZING TYPES 2 -TRACK CLUSTER DETAIL INTERLOCK/ASTRAGAL CONCRETE AND WOOD FRAME/2X BUCK INSTALLATION TYPICAL HEAD AND SILL DENOTES (2) ANCHORS WHEN INSTALLED WITH 2 -TRACK FRAME AND (3) ANCHORS WHEN NSTALIED WITH 3 -TRACK FRAME DENOTES (2) ANCHORS WHEN INSTALLED WITH 2 -TRACK FRAME AND (3) ANCHORS WHEN INSTALLED WITH 3 -TRACK FRAME `-(2) ANCHORS PER POCKET HOOK STRIP INSTALLATION ANCHORS SEE SHEET 2 3 -TRACK CLUSTER DETAIL INTERLOCK/ASTRAGAL CONCRETE AND WOOD FRAME/2X BUCK INSTALLATION TYPICAL HEAD AND SILL M 0 6 a pp5, E0 zo c« §a l "a0 CON Q0 0 t 0 as E O N 0 0 O g9 O 0 0 r7 gg11 • H� ui H Robert J. Amoroso, P.E. FL P.E. No. 49752 r� acres Digitally signed by Robert J. Animuso, P.E. ON: rn=RobertJ. Amotuso, P.E, o=PTC Product Design Group, LLC, ou=FL P.E No.49752. FBPE Cat. of Auth. No. 25935, email=Cobert@pt<•cop•c om. cW S Da002015.03.09 09:14:18 45400 MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL WIDTH PER WIDTH PER, TYPICAL TYPICAL ELEVATION ELEVATION XO SHOWN OX CONFIGURATION ALSO APPROVED •• • • • • • ••• • • MAX OVER#NL•M1IDTH • • • • PER TYPI$IL ELEVATION • • •MAX PANEL MAX *NEL MAX P/1: • WIDTH PER WIDTH PER WIDTH PER •f!PfCAL QYPICIIIL• TYPICAY • • • •EL VA11ON E•Ely:T.O: • ELEVARON • •• • • • • • MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL WIDTH PER WIDTH PER TYPICAL TYPICAL ELEVATION ELEVATION OXO CONFIGURATION OXX and XXO ALSO APPROVED XX CONFIGURATION MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL MAX PANEL WIDTH PER WIDTH PER WIDTH PER TYPICAL TYPICAL TYPICAL. ELEVATION ELEVATION ELEVATION XXX CONFIGURATION MAX OVERALL WIDTH PER TYPICAL ELEVATION MAXPAPEL MAXPAAEL MAXPANB. NiAXPAE. MAXPANE. MAXPANE. WIDIH PER WIDTH PER WW1411HPER WIDTH PER wIDIH PBt WIDTH PER TYPICAL TYPICAL TYPICAL IYP'UL IYHCAL T1PBG4L. aEVATIDN ELEVATION ELEVATPON ELEVATION ELEVAI ON ELEVATION XXXXXX CONFIGURATION NOTE: SLIDING GLASS DOOR CONFIGURATIONS MAY BE INSTALLED WITH STANDARD OR REVERSE HANDING. ALLOWABLE CONFIGURATIONS N.T.S. EXTERIOR ELEV 414-0315 a OXXO CONFIGURATION MAX OVERALL WIDTH PER TYPICAL ELEVATION NAXPA EL MAXPME. MAXPANH. MW(PAPEL M XPANEL MRXPANE_ WID1FiPER WID'MFER WIDTHFER WID1HPER WIDIHPEt WID1HPEt TYPICN. 1WEAL TYPICAL TYPICAL TYPPCX TYPE% EiVA1E E4 EPIATIDN ELEVATI N ELEVATICNtBEU/4110N ELEVATION O an D 1 a 0 O O g9 N 0 LL o_ OXXXXO CONFIGURATION JELL WEN Wlndo ws/Doors/MlIl work Robert J. Amoroso, P.E. FL P.E. No. 49752 400+ o�ern4Ft or : w� 14:41: N,p Digitally steed by Robot 1. Amoroso. P.E. DM or -Robert 1. Amoroso. P.E, o=PTC Product Design Group, LLC, ou=FL P.E No.49752, PPE Cert. of Auth. No. 25935, emalf.oberteptc-corp com, c=US Date 2015.03.09 0414'.29.04'00' • • • •• • • • •••• •• •• • • •••• •••• • • • • • • •••• •••• • •MAX OVEIIALLWIDTH • • • • •ER TYPICAL ELOWYP4N • • MAX PANEL• J,.,�"yPANEL • WIDTH PER yyyy�N�DRI PER •TYPITAL • jISAL ELEVATION ELE4A N • • •• • • • • • OPTIONAL INSTALLATION WITH POCKET N.T.S. MAX OVERALL WIDTH PER TYPICAL ELEVATN MIO AX PANEL MAX PANEL WIDTH PER WIDTH PER TYPICAL TYPICAL ELEVATION ELEVATION EXTERIOR ELEV MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL MAX PANEL WIDTH PER yyy WIDTH PER y WIDTH PER TYPICAL I TYPICAL I TYPICAL ELEVATION ELEVATION ELEVATION 414-0315 3 0 0 PXXP CONFIGURATION POCKET POCKET PXX SHOWN XXP CONFIGURATION ALSO APPROVED PXXX SHOWN XXXP CONFIGURATION ALSO APPROVED ALLOWABLE CONFIGURATIONS WITH OPTIONAL POCKET N.T.S. EXTERIOR ELEV PXXXXP CONFIGURATION JELDIATEN. Windows/Doors/Millwork Robert J. Amoroso, P.E. FL P.E. No.49752 DIORaiY 990edbY Rabertl.Amoruso. PE DN:ar—Robert J. m,o.-- 4yod Amoruw, P.E° �F,..,,wew"s',, o=PTC Product +,V ��,q�ry De GrougLLG �0 9 ^ e� dr—FL P.E. No. ' s'`f o a.ol:c`L: 49752 FBPECert of '%casr Nr°,o* Audi. Na 25935. vnap=robert®Ptc- axp.com. c=US Date:2015A3.09 0914:40-04'04 283 1/2° MAX DOOR WIDTH 49 7/16" MAX ACTIVE 49 3/4° MAX ACTIVE 49° MAX ACTIVE 49 7/16" MAX ACTIVE 49" MAX ACTIVE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH .e— (W/ INTERLOCKS) 42 7/8' MAX DLO WIDTH (W/ ASTRAGAL) 42 7/8" MAX ^— DLO WIDTH —� (W/ LOCKSTILE) 42 7/8° MAX DLO WIDTH (W/ INTERLOCKS) 42 7/8° MAX42 "— DLO WIDTH _" (W/ LOCKSTILE) 7/8" MAX DLO WIDTH 1 � // // ,, // POCKET 41111// 1411 3 H 171 7 v v 1 L9 V' ell 2 zi `I O x O J X ALLOWABLE DESIGN PRESSURES ©O7 5 X X ^ ©O +50 PSF® Pyr• oO oO QO • -50 • ••• v •• 4 1 4 • • • e • -• • ••••• l • • • • • s • • •• • .• _ • • • •• • • • •••• •• •• • • •••• •••• • • • • • • •••• •••• • •MAX OVEIIALLWIDTH • • • • •ER TYPICAL ELOWYP4N • • MAX PANEL• J,.,�"yPANEL • WIDTH PER yyyy�N�DRI PER •TYPITAL • jISAL ELEVATION ELE4A N • • •• • • • • • OPTIONAL INSTALLATION WITH POCKET N.T.S. MAX OVERALL WIDTH PER TYPICAL ELEVATN MIO AX PANEL MAX PANEL WIDTH PER WIDTH PER TYPICAL TYPICAL ELEVATION ELEVATION EXTERIOR ELEV MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL MAX PANEL WIDTH PER yyy WIDTH PER y WIDTH PER TYPICAL I TYPICAL I TYPICAL ELEVATION ELEVATION ELEVATION 414-0315 3 0 0 PXXP CONFIGURATION POCKET POCKET PXX SHOWN XXP CONFIGURATION ALSO APPROVED PXXX SHOWN XXXP CONFIGURATION ALSO APPROVED ALLOWABLE CONFIGURATIONS WITH OPTIONAL POCKET N.T.S. EXTERIOR ELEV PXXXXP CONFIGURATION JELDIATEN. Windows/Doors/Millwork Robert J. Amoroso, P.E. FL P.E. No.49752 DIORaiY 990edbY Rabertl.Amoruso. PE DN:ar—Robert J. m,o.-- 4yod Amoruw, P.E° �F,..,,wew"s',, o=PTC Product +,V ��,q�ry De GrougLLG �0 9 ^ e� dr—FL P.E. No. ' s'`f o a.ol:c`L: 49752 FBPECert of '%casr Nr°,o* Audi. Na 25935. vnap=robert®Ptc- axp.com. c=US Date:2015A3.09 0914:40-04'04 • EXISTING EXTERIOR FINISH BY OTHERS TYPICAL 2—TRACK TOP RAIL N.T.S. VERT SECTION / /EDGE / .�DISTAN ANCHORS PER CHOR 5//� STING a//HOST .T ///// 1/4 MAX SHIM PERIMETER SEALANT BY OTHERS • • • • • • •• • • • ••• • • EXTERI•1lS•• • • • • • • • •• P1GN�L•R6P_ER TRACK • • • • • UFeSitiS AAVD SCREEN CT(DP-STAND • • • • EACI-REMED 3/41 E JAMS CK FROM' • • • •�YY"--gyp C• ATO AALLL WEEPINGy SgTfgAr1F SjLL IN BED �• LANT OR • CONCRETE BERIPIETER SEALANT V OTHERS • • INTERIOR DGE f -7/8° MIN. /DISTANCE SEPARATION BRACKET AT FIXED PANELS ONLY, REF. HO / SECTIONS FOR LOCATION AND FASTENERS, TYPICAL TOP AND BOTTOM ANCHORS PER ANCHOR SCHEDULE / HOST ANCHORS PER ANCHOR SCHEDULE TYPICAL 2—TRACK BOTTOM RAIL N.T.S. VERT SECTION EXISTING EXTERIOR FINISH BY OTHERS TYPICAL 3—TRACK TOP RAIL N.T.S. VERT SECTION EDGE DISTANCE ANGORS GER "/ NCHOR SCHEDULE 2 MIN,/P///// SEPARATION § NG �/• /R//dr MAX SHIM PERIMETER SEALANT BY OTHERS PANEL ROLLER TRACK UP -STANDS AND SCREEN TRACK UP -STANDS REMOVED 3/4° BACK FROM EACH END OF FRAME JAMBS TO ALLOW WEEPING SET FRAME SILL IN BED OF SEALANT OR CONCRETE PERIMETER SEALANT BY OTHERS ED 41) 1 itik6A1 ° EXTERIOR ;110 ® Off' 63, 1 ''m 0 S • W_ Ii i �► r�A 1 f,T,lr.. "10 Wii.e 2° MIN. SEPARATION Ir ar /F�/CK/ET AT PAN ONLY REF. HORIZ SECTIONS FOR LOCATION AND FASTENERS, TYPICAL TOP AND BOTTOM ANCHORS PER ANCHOR SCHEDULE NOTE: REFERENCE ANCHOR SCHEDULE AND ANCHOR NOTES FOR MINIMUM REQUIRED ANCHOR EMBEDMENTS AND EDGE DISTANCES. NG HOST_ / STRUCTURE / ANCHORS PER ANCHOR SCHEDULE TYPICAL 3—TRACK BOTTOM RAIL N.T.S. VERT SECTION JELDWEN Wind o ws/Doors/Mlll work a 5 8 g a 1 B O 0 O &f - O O O O vi z O O O Robert J. Amoroso, P.E. FL P.E. No. 49752 J'1�ry . apeF�a� or iys DAY MRobert J. Amonuo, PE DN: m=Robertl.Ammuso, P.E, oPTC Product Design Group, LLC, No.49752.FBPE Celt ofAut .No.25935, e obert@ptc-cory.com,c US Date2015.03.09001431 -04.01Y EXISTING HOST STRUCTURE INTERIOR (1) FIXED PANEL CLIP AT HEAD AND SILL, LOCATED 6" FROM JAMBS (TYPICAL FOR FIXED PANELS) 1/4" MAX. SHIM—.;//////z/,/, ANCHORS PER ANCHOR SCHEDULE • • EXISI�IVERI OR FIN H BY p RS ACTIVE PANEL •• • • ••• • • • • • • • • • •• • •• • • • PERIMETER SEALANT BY OTHERS • •• ACTfV.E PANEL JAMB N.T.SP• • HORIZ SECTION • •• •• • • •••• •••• • • • • •••• •••• INTERIOR • EXTERIOR INTERLOCK N.T.S. HORIZ SECTION ANCHORS PER ANCHOR SCHEDULE 013 EXTERIOR INTERLOCK N.T.S. HORIZ SECTION NOTES REFERENCE ANCHOR SCHEDULE AND ANCHOR NOTES FOR MINIMUM REQUIRED ANCHOR EMBEDMENTS AND EDGE DISTANCES, UNLESS OTHERWISE NOTED. FIXED PANEL FIXED PANEL JAMB N.T.S. HORIZ SECTION ANY ANCHOR PER ANCHOR SCHEDULE. PAIRS OF ANCHORS SPACED 6° FROM HEAD AND SILL, WITH THE BALANCE AT 15" OAPi CMAX ANCHOR SEPARATI EDGE DISTANCE AS //// j EXISTING HOST STRUCTURE EMBED 4 Jr. ASTRAGAL N.T.S. HORIZ SECTION EXTERIOR POCKET N.T.S. HORIZ SECTION JELDAVEN Windows/Doors/Millwork 9 a� 1 a E00o a 'a c o,.0 uF_u 'E':12(.71 oN ag8 2(0N O O • O 2u= a. az O E • a N O cstN 0 0 9 114 O 1 O N 0 N Robert J. Amoroso, P.E. FL P.E. No. 49752 ¢pg Ka„ io DigttIro drilled by Robert J. Ammuso, P.E DN: m=Robe,t J. Amoruso, P.E., c.PIC Product Design Group, LLC, ou=FL P.E No. 4975Z FBPE Cart. of Auth N425935, entail.roberbpptpcotpcom,c US Date 2115430904.15:03.04'0' L1/4" MAX r SHIM INTERIOR 1/4" MAX L SHIM MB11/ E . ACTIVE PANEL ANCHORS PER ANCHOR SCHEDULE (1) FD(ED PANEL CLIP AT HEAD AND SILL, LOCATED 6" (FROM JAMBS FIXEDCAL FOR PANELS) Ito ANCHORS PER ANCHOR SCHEDULE ACTIVE PANEL •r • • ••• • •• • • • • • (J�' • • • F• • • • • • • w ^ EXISTING / \ • • • • //aHHassa • •R/' . OEAIAIETER SEALAA I • : • - / • •4 • OWNERS • • • • • • • '-. t. NG EXTER J!•• •••• • • '.-H BY OTHERS - • •• • • •• • •••• • • •• FIXED PANEL EXTERIOR PERIMETER SEALANT BY OTHERS EXISTING HOST / ACTLVEIVANEL.] MB WITH E OPTIONAL 3—TRACK FRAME 8 N.T.S. HORIZ SECTION NOTEt REFERENCE ANCHOR SCHEDULE AND ANCHOR NOTES FOR MINIMUM REQUIRED ANCHOR EMBEDMENTS AND EDGE DISTANCES. INTERLOCK (I) N.T.S. HORIZ SECTION O8 INTERLOCK N.T.S. HORIZ SECTION EXISTING EXTERIOR FINISH BY OTHERS FIXED PANEL JAMB WITH O8 OPTIONAL 3—TRACK FRAME N.T.S. HORIZ SECTION JELDWEN Windows/Doors/Mill work 0 gg� S� 1 a Eo 4J COQ Eoo mac U� C C• ir O tJ 77.1 0 Q 0 O _ E co toC SUN a....0 0 N O Lo CV Ln O r N O O O g9 g VI z O 0 o0 Robert J. Amoroso, P.E. FL P.E. No. 49752 Digitally signed by Robert J. Amonso, P.E DN: cn=Robert J. Amonso,P.E, o=PTC Product Design Group, LLC, ou.FL PE No.49752 FBPE Cert. of Auth. No.25935, emaf=roben®ptc-corp.com, c=US Date: 2015.03.09 09:15:16 -04'00' •• • • • • • ••• • • • • • •• • • • • • • • • •• • •• • • • • •••• •••• • • • • •• • •••• • •••• •••• • • • ••• (2) #8x1° STAINLESS STEEL SHEET METAL SCREWS PER FRAME CORNER (2) #10x1" STAINLESS STEEL SHEET METAL SCREWS PER PANEL CORNER, TYPICAL (2) #8x1" STAINLESS STEEL SHEET METAL SCREWS PER FRAME CORNER • (2) #8x1° STAINLESS STEEL SHEET (2) #8x1° STAINLESS STEEL SHEET METAL SCREWS PER FRAME CORNER METAL SCREWS PER FRAME CORNER ASSEMBLY DETAIL N.T.S. JELIMENt Windows/Doors/Mill work 5 M O 2 a 1 a u O E0 -b 2E Els m ,a� ate, c'Q SEA D_ Qoo o5 a .210 01 E 0 Ei, 0_Oa1. E O 0 O O O Pe g O 0 O) 0 N • SS 8 � vi F-; z Robert J. Amoruso, P.E. FL P.E. No. 49752 Ti) Vie, pit F Digitally signed by Robert 1 Arnoruso, PE DN at=Robert 1. Anronao, P.E. oPTC Product DeslgnGroup, LLC ounFL PE No. 49752, FBPE Cert. ofAuth. No. 25935, email=rober4@Wccwp.com, c=U5 Date, 2015.03.09 091528 -04'00' 5.915°11 •1.376° 0.250°T 0 "10.078 O1 2 -TRACK FRAME HEAD 3°=1'-0" MATERIALS UST ITEM PARTE..__... DESCRIPTION 1 882014D 2 -Track Frmne Head _ 882DTRK 2 -Track Frame Track 8BTPR Panel Top Rat 888151 Panel Bottom Rab 88BR1 Bottom Rail Insert 68FPBKT Fixed Panel Bracket BBSGLBD Slagle Glaze Beading -IIOr �1 B&LBULB Large Glazing Vinyl Burn Durometer= 75 10 68SBULB Small Glazing Vinyl Bulb @omrefer= 75 11 995 Glazing Compound 12 3115' Temp Glass M00o Bhlc 13 .330 x .187 Fin Seal WJSlripping 14 Screen Assembly 15 88VNFLP Vinyl Bottom Rag Flap Seal 18 68811 Panel Exterior interlock 17 .-.888..Pen�lIKalm lnBsdock 18 Pane/Roller Assembly 19• • 71181SG Imisi•(Yass • • • i r• 20tl insulated Glaze Beading - FMrilan• • rt • • 21 •i•it• 224 •• • • • 1' Mein Glass - ! ---• - 23 • Panel Top Guldes • • • 24 • 6682DJ11B 2 -Track Ferre Jamb 25 •• •• •• 28• D S -Yerf ♦ • 27 •••• 28• • 29 ••••• * •ifrffillk 32. • 33 35 •_ 376••••• 38 - 39 40 88BULB 41 88DUSTPD 42 8830540 43 683M18 3 -Track Frame Jamb _ 44 683DTRK 3 -Track Frame SR 45 BBHKSTP Pocket Dau Hookstrlp 46 586,47.. Corner Gasket Top Left 47 BSDASTR Corner Gasket Top Rigor 48 686888.. Comer Gasket Bogan Left 49 58GASBR Caner Gasket Sown RIgN 50 .270 x .187 Fin Seal WISMppi g 51_- 0.4375137550500 Fin Seal Dust Pad 52 680881L.3 Corner Gasket Top Left 3-Trk 53 680ASTR-3 Caner Gasket Top Right 3-Trk 54 ' 68GAS813 Comer Gasket Bolton Left 3-Trk 55 66GASBRB Comer Gasket Bottom Right 3-Trk 58 Pocket Stock Cover LM 57 Pocket Plock Cover RM 4. 0.250°7 O2 -TRACK FRAME SILL 2 3° MATERIAL 806378 803313 8063-18 8083-T8 6083-T6 608376 608316 VINYL VINYL SILICONE NYLON 608378 VINYL 6063 -TB 6083-T6 SS NYLON 6083-T8 6083 -TB 608378 Matlse LacksetDeadiatch SS Jamb L1di1**er • • • • Kg Para • • i 606376 Screen -iamb • -•-•ti 608378 C.R.S. Stn l Rebdorcemmrt • •• ii • STEEL -_ Frame Fastener (58$1 PPH SISI • SS Top Req Otliteta1611051 PPFfISIE)• • • • SS ��:estmcer(#19x, SA _.. SS Room Fastarer(#114-20x.75048 tS�••.- SS Fxd PABC8W (#10x1' PPH T•S/S) • SS FxdPrd Bid Fsbst#10x1" PPH Tk 313)SS San JIMA& (aax3r6 PPH Tk 51S). _. SS Interlock Vinyl Bulb Seal VINYL Dust Pad 2-112 x 2' x 3l4" NYLON 3 -Track Frame Head 6063-18 6063 -TB 608316 6083-T8 FOAM FOAM FOAM FOAM NYLON NYLON FOAM FOAM FOAM FOAM NYLON NYLON TFJN1 PLASTICS, INC. TEAM PLASTICS. INC. BY DOW CORNING LAMINATED BY CARDINAL -- 8063-18_. LAMINATED BY CARDINAL BY TRUTH HARDWARE. INC. BY TRUTH HARDWARE, INC 2.053" 0.078° 1.152°t -t-1.438° TOP RAIL 4 3"=1-0° 2.220°-{ 0.062' .438° O5 BOTTOM RAIL 3' 0.071 0.702°$p{-} -1°.887" 0.218 7 Ip��y 1.288° T OBOTTOM RAIL INSERT 6 3" = 1,_0" 0� 0'648°1-1 1.001° 0.062° 1-41.276' SINGLE GLAZE BEAD 3" = 1'-0° ro 1.198" 0.854° 3.100°--I POCKET 45 O HOOK STRIP 3° = 1,_0" 0.090" f Q.090" 3.500' I} --X0,7461.273° { 1" OFIXED PANEL BRACKET 7 3° 1-2.551" � L 0. 78 16 0.907692'- OEXTERIOR INTERLOCK 3' = .001' OINTERIOR INTERLOCK 17 3" = 1,-0" F5.837'---,-,= 1.2421 I 10.442 ZI I f0.0621 24 O 2 -TRACK FRAME JAMB 3" = 1'-0° I-3.617"-- 2. N 0.078'¢ L750' O3U ASTRAGAL 3" = 1'-0" 8.634 1.242'7 43 1,3 f `DG90` If 0.442°1 O3 -TRACK FRAME JAMB 3•=1'-0' OINSULATED GLAZE BEAD 20 3' = 1'-0" }-2.875'-1 L0.062° 1.578" 1.--f 1.875' O25 LOCKSTILE/FIXED STILE 3° .1.-o. 1.424" 40.062°� 0.862" 1 I .843' OSCREEN JAMB/ADAPTER 31 3� 8.702"-999} 376° 0.25017 0 °If 0.090"� 9II O 3 -TRACK FRAME HEAD f .000" "16tl v " v 0.090' 0.250" -1 8.844° 44 O 3 -TRACK FRAME SILL 3• = 1'-0° 414-0315 a 2 9 1 CV Y-� L(') O CV 7141 52 th N O 01 111 0 a 0 0 0 9 z O V_ 0 C1 441 �g Robert J. Amoroso, P.E. FL P.E. No. 49752 1.o an •� e4 c;41 Dtgltaly signed by Robert J. Amauso, P.E. oN: kn=Robertl. Amaruso. P.E. o=PPTC Pmdua Design Group, LLC, o =FL P.E No.49752, FBPE Cert. of Auth. No.25935, emailxobert®ptc-corp.com, c=U5 Data 2015.03.0909:15:42 -04'00' alMFAr Date: Report #: Report Revision No.: Project #: Product Mfg.: Product Description: Product Category: Product Sub -Category: Compliance Method: Prepared By: Product Evaluation Report March 9, 2015 2091 1 414-0315 Jeld-Wen Inc. 355 Center Court Venice, Florida 34286 Premium Atlantic Aluminum Impact Sliding Patio Door Exterior Doors Sliding Exterior Door Assemblies Product Approval Rule 61G20-3.005 (1)(a) - Certification Mark or Listing Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775 Florida C of A No. 25935 CERTIFICATE OF INDEPENDENCE PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. • • • PTC Product Design Group, LLC P.O. Box 520775 - Longwood, Florida 37252 Phone: 321-690-1788 Fax: 321-690-1789 FBPE Certification of Authorization No. 25935 Digitally signed by Robert .�� % Uhl•MES ��i J. Amoruso, P.E. oma.` Q':•..•• E •.S74 i, DN: cn=Robert J. �.�o��' ��C 1VS+�;.' 9G�•' Amoruso, P.E., o=PTC Np 49752 Product Design Group, 11 ?* : LLC, ou=FL P.E. No. 49752, E OF ;•t? FBPE Cert. of Auth. No. * r • STA' S'00, t.%'•.A' 0p•..4111 25935, email=robert@ptc- 0 44 w,9, . 11A1- ‘`.% $. corp.com, c=US • .-48 pe�rjo�j%so • Date: 2015.03.09 09:29:44 ....•.. • • • • • ••• •• • • • •£valuated by: ••• • Robert J. Amoruso, P.E. • ••••• • FtNo.49752 • •• •. . • • •.• • • •• • •• • . ProjestAoe4f4-0315: {. • Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 .•. -04'00' ••• • Nos 2091Rev.1. Page 1 of 4 • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AT' IL. SCOPE Evaluate Jeld-Wen Inc. Premium Atlantic Aluminum Impact Sliding Patio Door for conformance to the current edition of the Florida Building Code — Building and Residential Volumes including the High Velocity Hurricane Zone (HVHZ). The engineering analysis (Reference 3.a) determines the anchorage of the product to the supporting substrate and the product evaluation report (this document) summarizes Florida Building Code compliance verification and appropriate Limitations and Conditions of Use. DESCRIPTION OF PRODUCT — INSTALLATION REQUIREMENTS See Reference 1 for a description of the product, its installation and other pertinent data related to its approved use. CODE CONFORMANCE This product is designed to comply with the current edition of the Florida Building Code (FBC) requirements including the High Velocity Hurricane Zone (HVHZ). Laminated glazing interlayer material requirements meet the current edition of the FBC in accordance with Miami -Dade Notice of Acceptance (Reference 5). LIMITATIONS AND CONDITIONS OF USE This product evaluation contains or makes reference to specifications, technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein. Specific limitations and conditions of its use including but not limited to the following are contained in Reference 1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 61G20-3.005. • Design Pressure Rating (psf) • Installation substrate requirements. • Installation anchor requirements. • Installation restrictions. • Product description. • Product components. QUALITY ASSURANCE • .. is. This product is manufactured under a quality assurance prdgV3 44W:by an approved Certification and Quality Assurance Entity National Accreditation & Manaiimer* l'nstitif (11tAMl) as required in Rule 61G20- 3.005. See FBC Organization No. CER1773 and QUA1789 for approval under Rute 61G20-3.005. PTC Product Design Group, LLC P.O. Box 520775 — Longwood, Florida 37252 Phone: 321-690-1788 Fax: 321-690-1789 FBPE Certification of Authorization No. 25935 •. •.• • • • • • • •• • • • • • • . •. .... •••.. • • •• • • • • • •• • • • WrojeUgo.64Lt$-0315: .'Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 No. 209• 1• ••Rev.•1 •Page 2 of 4 ••• • • • • • • • • •• • ••• . • • • • • • • • • • • • •• 11 • • • •• 11 ••• • • • 111 • • APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 61G20-3.005 (1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test required by the Code for approval of products within the scope of the standard, except that project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." Any modification to this product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. As allowed in Rule 61G20-3.005 (1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. PERFORMANCE AND TESTING STANDARDS Reference 2 conducted testing to the following standard. See Reference 3.b for Equivalency Evaluation of test procedures to the current edition of the FBC/FRC. 1. TAS201-94, Impact Test Procedures. 2. TAS202-94, Criteria for Testing Impact & Non -Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 3. TAS203-94, Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. REFERENCES & SUPPORTING DOCUMENTS 1. Drawings: a. JELD0100, Rev. A, dated March 9, 2015, signed and sealed by Robert J. Amoruso, Jeld-Wen Inc. Premium Atlantic Aluminum Impact Sliding Patio Door — Installation Anchorage Details. 2. Test Reports by National Certified Testing Laboratories: a. NCTL-210-3434-1, dated July 24, 2007 b. NCTL-210-3382-1, dated March 14, 2007 3. Reports: a. PTC Report No. 2093, Rev. 0, Anchorage. Engineering for e d Wee Inc. Premium Atlantic Aluminum Non -Impact and Impact Sliding Patio Nor, cd teil. :53.30 ,, signed and sealed by Robert J. • ••••••• • Amoruso. •• ••• •• • • • •s b. PTC Report No. 2091 -EER, Rev. 1, Equivalency Evaluation for Jeld-Wen Inc. Premium Atlantic Aluminum Impact Sliding Patio Door, dated 11Qarch g, 2015, sigped arLd sealed by Robert J. Amoruso. • • • • • • • • • •••. ••.•• •• • ••••••• • PTC Product Design Group, LLC : . : Projecki0o'424-0315 ; . • Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 209 • 1• •• Rev. 1 Page 3 of 4 •.• • • • • FBPE Certification of Authorization No. 25935 • • • • • •• • • . . ••• • • • . • • • • • • • . • •• •• • • • •• •• ••• • • • ••• • • AIIIIIIIIIIIIIIIIIIIIMIMI Allr'/IL. 4. Current Edition of the Florida Building Code: 5. Material Certifications a. DuPont SentryGlas® Interlayer per current edition of Miami -Dade Notice of Acceptance. PTC Product Design Group, LLC P.O. Box 520775 — Longwood, Florida 37252 Phone: 321-690-1788 Fax: 321-690-1789 FBPE Certification of Authorization No. 25935 •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • •• • • • • ••• •• •• • • • •• • • • • • • • :Projefajto.°01-0315 ; • • Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 No. 2091 Rev. 1 Page 4 of 4 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4/6/2017 usiness & Professional Regti atioi Florida P.• zrd ,= BUS Home I Log In I User Registration + OFFICE OFTHE: SECRETARY .N11. Product Approval USER: Public User Florida Building Code Online DBPR HONE} I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL15920-R1 Revision 2014 Approved n T M Windows LLC 1543 North Powerline Rd Pompano Beach, FL 33021 (954) 781-4430 ocordova@tmwindow.com Frank Bennardo frank@engexp.com Windows Fixed Evaluation Report from a Florida Registered Archite Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida License PE -0046549 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) National Accreditation & Management Institute .. 0114011114°12 • • .• IA thee Irrnds,n • .• • • . ••• • • • • . 1:vaLiciatipti �h:ckl�9t - Hardcopy Received •• • • . •••FL15%20 111 CQI Ind;p.pdf • • • "' ' • Standard • • ' •• TAS 201 ••• ••TAS202• . ••.. •• • :TAA • • •. .. • • • •.. • • • ••. • • • • • • • • • •• .. haps:/ffloridabuilding.org/pr/pr app dtl.aspx?param=wGE/XQwtDgsDdFYerPIwHD3kts0j8%21aITXSoiAWamZ08IX0Fi21xCQ%3d%D3d 1 1 1 1/2 4/6/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/28/2015 05/01/2015 05/10/2015 06/22/2015 FL # Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Window Series "300" Aluminum Fixed Window - I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Installation Instructions FL15920 R1 II Dwg.pdf Verified By: Frank Bennardo P.E. 46549 Created by Independent Third Party: Ye Evaluation Reports FL15920 R1 AE Eval.pdf Created by Independent Third Party: Ye ack Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Stat( Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -i electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please conta to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide tY address if they have one. The emails provided may be used for official communication with the licensee. However email addres do not wish to supply a personal address, please provide the Department with an email address which can be made available t you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 11 MI • • . •.• ••• • • • • •• • • . •.• •.• • • • • • .•. .• • ...• • •... • • •... • • • •• • •• .. • Credit Card Safe ccurity MF,xi(, . •. • ..• • • • •• ••• • • • • . . • • • • • • . • • • • . • • • • • • •• • • .•• • • • ••• haps://floridabuilding.org/pr/pr app dtLaspx?param=wGEVXQwtDgsDdFYerPIwHD3ktsOjB%2faITX5oiAWamZ08EXOFi21xCQ%3d%3d 2/2 TM WINDOW SERIES 300 ALUMINON LARGE AND SMALL MISSILE IP • . .. . • • • • • • •• • • • •••• •• • • ••• • • • • • • • • • • • • • • •• • • • •• • . • • • ••• • • • • • • ••• • • • • • ••• • • ••• • .. • • • • • •• • • • • • • • • ••• • • • • • • • • • ••• • • • • . • . • • • •• •• • • • •• • • •• • • ••• • 1 BUII & A! 2 LOA 3 DET LOA BUII ORI STA 4 FOR REG DOC 5 SUP EXI1 E SEP 7 6 WIT S MIN 1 COC 1 INTI 11-( 1 RES 1 1 SHC ENE FAB STA 1 INTI 1 INV 1 f i POSSIBLE ARCHITECTURAL SHAPES: NO SHAPE MAY EXCEED SIZE OFTESTE6 RECrbr H UE SIDED TRAPEZOID HALF EYEBROW QUARTER SEGMENT EQUAL LEG TRIANGLE TRIANGLE HALF ELLIPTICAL QUARTER CIRCLE HALF -CIRCLE TRAPEZOID FULL CIRCLE EYEBROW PENTAGON OCTAGON 4 ARCH r ---- EXT HALF ARCH .. • . • • • • ELIPTICAL • • • •••• .• • • • • • • • •• •• • • - - - •. • • • •• -- . •• • • • • • •• •• • • ALLOWABLE SIZES & 1:04D$ MAY iigatE14111ED.In INSCRIBING ARCHITECTURAL SHAPES IN SQUARES OR RECTANGLES T'FTAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. • • • FAN HALF FAN . ... ARCHITECTURAL SHAPeS ARE LtMITE®10.±70 $sf. MAX. . .. • .. . • • ... . •• • . • H( FRAME HEI EXISTING HOST STRUCTURE EDGE DI W O 1 J UL (14 ARA nm METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. -1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING OPTIONAL SURFACE APPLIED MUNTINS cc 0 BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 1/4" MAX SHIM ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICP ELEVATION FOR SPACIr WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANC TRANSFER THEM TO THE BUILDING STRUCTURE. EXISTING HOST STRUCTURE TYPICAL SECTION 6"=1'-0" • • . .• •.. • . • •• •.• • • • •• . • • •• • • • •• • ••• • • • • • • • •• '• • •. . • •• • • •• • • • • • •• .•• • ••. • '' • • • •.• • • • • •• • •• • • '• • . • VERT SECT", •• •• • •••• • • • • . . •• ••• •• • • • . • • • • • . • •. •• • ••. • • METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 1/4" MAX SHIM •I . " .I Ill �i 1 0 0 FRAME WIDTH --1 1BY OR 2BY WOOD BUCK r ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING X 1 1 NOTE: f- Y ^t } X WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. EXAMPLE: A WINDOW WITH A FRAME HEIGHT OF 63" AND FRAME WIDTH OF 533/8" HAS AN ALLOWABLE PRESSURE OF +/- 80 PSF FOR GLASS TYPE M4. THESE DIMEAISIGNplItlYERVED FOR AN ALLOWABLE FRAME HEIGHT OF:53f$; /INp AN.AtkOWAgLE FRAME WIDTH OF 63" FOR THE SAME GLPR WJE PND:WLCWABLE DESIGN PRESSURE. SEE C ) FOR EXAMPLE VALUE IN SCHEDULE "A." • • • •.• • • ••• • . • • • • . • • • ••• • •• • •• • • • •• • • • • •.• ••.•• ••• • • •• •• •• • • • ••• • • • • • • • • • • . ••• . • • • •• •• • • • •• •• • • ••• A 1/4" MAX SHIM BED OF SEALANT TYPICAL SECTION 6° = 1'-0" FRA HORI: SCHEDULE "A" FOR SQUARE OR F FRAME FRAME GLASS TYPE M1 GLAS DIMENSION (X) DIMENSION (Y) (+) P.S.F. (-) P.S.F. (+) P.: 28 1/2" 70 70 70 sr 70 70 70 531/8° 70 70 70 74" 70 70 70 106 114°- - - 111114"- - - 261/2" 70 70 70 37" 70 70 70 38 318" 631/8" - - 70 74" - - 70 108 1/4" - - - 1111/4" - - - 261/2" 70 70 70 37" 70 70 70 60 6/8" 531/8" 74" - - - 106 1/4° - - - 1111/4" - - - 281/2" 70 70 70 37" 70 70 70 63"531/8" - - - 74"- - - 106114" - - - 1111/4" - - - 26 1/2" 70 70 70 37" 70 70 70 631/8" - - - 741/4" 74° - - - 106 1/4" - - - 1111/4" - - - 28 1/2" 70 70 70 37' 70 70 70 771/4" 631/8" - - - 74" - - - 1061/4" - - - 1111/4" - - - 4 SCHEDULE "B" FOR SQUARE OR RECTANGLE OPTIONS - OTHER SHAPES ARE LIMITED TO t 70 Psf (SEE PAGE 2) DESIGN LOAD CAPACITY (ASD METHOD) FRAME DIM (X) FRAME DIM (1) GLASS TYPE M1 GLASS TYPE M2 GLASS TYPE M3 GLASS TYPE M4 GLASS TYPE M5 GLASS TYPE M8 GLASS TYPE 101 GLASS TYPE 102 (+) P.S.F. (-) P.S.F. (+) P.S.F. (-) P.S.K. (+) P.S.F. O P.S.F. (+) P.S.F. (-) P.S.F. (+) P.S.F. (-) P.S.F. (+) P.S.F. (-) P.S.F. (+) P.S.F. (-) P.S.F. (+) P.S.F. (-) P.S.F. 38" 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 30" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 36" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 42" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 48° 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 54" 70 70 70 70 60 80 80 80 80 80 80 130 70 70 80 80 80" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 66" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 72" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 74" 70 70 70 70 80 80 BO 80 80 80 80 130 70 70 80 80 48" 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 30" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 BO 80 36" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 BO 80 42" - - 70 70 80 80 80 80 BO 80 80 130 - - 80 80 48" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 64" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 60" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 68" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 72" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 74" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 60" 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 30" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 36" 70 70 70 70 80 BO 80 80 80 80 80 130 70 70 80 80 42" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 48" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 54° - - - - - - 80 80 80 80 - - - - - 60" - - - - - - 80 80 80 80 - - - - - - 66" - - - - - - 80 80 80 80 - - - - - - 72" - - - - - - 80 80 80 80 - - - - - - 74" - - - - - - BO 80 80 80 - - - - - - 74° 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 30" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 36" 70 70 70 70 80 gO 80 80 80 80 80 130 70 70 80 80 42". - - 70 70 80 80 80 80 80 BO 80 130 - - 80 80 48"; - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 54°, - - - - - - 80 80 80 BO- - - - - - 60" - - - - - - 80 80 80 80 - - - - - - 66" • - - - - - - 70 70 70 70 - - - - - - 72" - - - - - - 70 70 70 70 - - - - - - 74" ! - - - - - - 70 70 70 70 - - - - - - 77 X" 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 30" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 36" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 g0 42" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 48° - - 70 70 80 80 80 80 80 80 80 130 80 80 54" - - - - - - 80 80 80 80 - - - - - - 60" - - - - - - 80 80 80 80 - - - - - - 66° - - - - - - 70 70 70 70 - - - - - - 72" - - - - - - 70 70 70 70 - - - - - - 74" - - - - - - 70 70 70 70 - - - - - - 84. 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 30" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 38" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 42" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 48" - - 70 70 80 80 BO 80 80 80 80 130 - 80 80 54" - - - - - - 80 80 60 80 - - - 60" - - - - - - 80 80 a ••0•. • 8/1i • • • • • - - - - 88" - - - - - - 70 70 .. 70 • • 70 • • . • i : : - - - - 72" - - - - - - 70 70 � � 7E.: : •-r •i' •• • . - - - - 74" - - - - - - 70 70 .. 70 70 •- • •- • • - - - - • •. • • • • •• ▪ • • • • • • ▪ •.. . . •.. • • • . ••• . ..' '• •• . • •.•• •.• . • . . •. . • • •• ••• • • • • •0• •:• • :••F'L #15920.1 a GLASS TYPES 3e" ANN. SEALANT 36" et DEPTH MIN. (TYP.) .090 BUTACITE PVB INTERLAYER %g" ANN 316" ANN. SEALANT Ye"' DEPTH MIN. (TYP.) CO .090 BUTACITE PVB INTERLAYER 16" ANN Y4" H.S SEALANT 3/8" DEPTH MIN. (TYP.) 0 SETTING BLOCK AT Y4 POINTS �+ rr,,��a U © 'o Nw SETTING BLOCK G AT Y4 POINTS C0 1fJ�I U © o w SETTING BLOCK G AT %4 POINTS m 019 o t7 II( MI Ow -41 SEALANT DEPTH MIN. (TYP.) r 34" Ye" H.S. ® .090 34' SGP H.S. 0 INTERLAYER SEALANT 34" DEPTH MIN. (TYP.) 34" TEMP At / .090 1/4" © SGP TEMP .090 BUTACITE INTERLAYER INTERLAYER SEALANT DEPTH MIN. (TYP.) 1/8" ANN, Ye rt PVB SETTING BLOCK AT 34 POINTS `I di © 'o Nii, SETTING BLOCK AT 34 POINTS (I 'cl 0 c N µw� SETTING BLOCK -� n G AT 3/4 POINTS 0 ' 0 (9 �� r_� r.1 Fr . r < MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SL ON3001 0.063" SILL/JAMB/HEADER EXTRUSION 6063—T6 OTM-326 1/8" GLASS STOP FOR 1" GLASS 6063—T6 OTM-327 1/8" GLASS STOP FOR 9/16" GLASS 6063-16 ® — 0.050" SNAP COVER 6063—T6 O— 0.370" HIGH D VINYLB BULB AND 0.187" T—SLOT TPE POLYPROPYLENE FOR 5/16" GLASS ULTRAFAB © 32001 VINYL BULB — 0.175"0 INSULATED GLASS GLAZING BEAD AMESBURY O32011 VINYL BULB — 0.270"0 7/18 AND 9/16 GLASS GLAZING BEAD AMESBURY ® — (2) #8 X 1 SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY 0 — SEAM SEALER ACRYLIC SCHNEE—MOREHI 10 — —•• • . ••.• ••. — 11 — SETTING BLOCK O"••L0 IG;AT: 1�i4 POINTS •• • • •• HIGH DENSITY RUBBER 13 - • •.• • • .• OPTIONAL SURFFE •APQLIE4 �IUiIiOVS . • • • • 8063-T8 13 — RAPID STRENGTH RGS7700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE BY MOMENTIVE G® — • ••• • ALUMINUM ."0: CHA®NEL 3" 4.OMG AT EVERY AtICHOR LOCATION (TYP.) 5052 H32 ALUMINUM 1 S — • • •• 5/16" XL f DQE ;Ube SFZAC�►R i . • • : • • : STAINLESS STEEL ALL METAL 1 6 — • • • 7/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL 1 % — PRIMARY SEAL, • • e • • • • : • ;' MB 18 — SECONDARY SOL, • : • ••SILICONE • ••• 0 0 N to O -1 1 0 0 ni 1 co m 0 0 rj 1.269 3.033 0 0 i 1.269 C ) 0.420 3.033 U 0.185 NOTE: PART #14 IS NOT REQUIRED WHEN USING THIS EXTRUSION 0.025 - 0.030 10.187f 0.02 7 .184 EXPOSED SURFACES EXPOSED SURFACES ...••••• ••• • • •• • •• • • .. • . • .•• •• 0 1.11N O • .• --r• • 311:18 0: • 0.270 0c2, • •• • • ••• '•0.18 ••• • • • • • •• • . . • • ••• • • • • • • • • ••• • • •• • • • • • s•'•i •.• • •• . O 0 enm O ••Y.d8o • 0 01 N r1 0.125 NOTE: EXTRUSIOI i FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY (TYP.). �P.E.R.T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT 4/27/2015 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: FL#15920.1-R1 15-2370 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2370 titled "Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #0611.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202 & 203 test standards per test report(s) #0611.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • • • • • • 1. Anchor Spacing ••••• •. •.• 2. Maximum Allowable Size/Pressure Combinations 3. Architectural Shape Options 4. Glass Capacity 5. Anchor Capacity • Raised, Iraq Valid for • •.9.` • ••• • • • . •• • • • • OA os, A, • .... .,��• • o ENGW ` ••• • •.•'i��/elltg 11i`11`� 160 SW 12TH AVENUE *106 [tEERFr.Ell CII, Ft 33:44/ 01 PHONE: 954-354-0660••pAe 95405.1;02: • • WWW.ENGEXP.COM ENGINEERING EXPRESS' , 4/27/2015 TM Window, LLC. — Series 300 Aluminum Fixed Window (LMI) Page 2 of 2 No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer (NOA # 11-0624.02) • DuPont PVB Interlayer (NOA #13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (Le. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). •. . • • • ••• ••••• •• . • '• •. •.• •• • • • •• • • • • • • • •. • • • • '• • . . • • ••• •• lies • • 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHQNE • 9141.3:4; 06$u:FAX: 954-354-0443 • • • • • ••114WESJGeXP.COM •• ••i . • • •• •• ••• • • .00 • • INSPECTION RECORD Miami Shores Village 1'0050 N.E. 2nd Avenue Aiarni Shores, FL 331380000 Phone: {305)7854264 Fax (305)7564972 Issue Date: 416/2017 Expires: 10/03/2017 INSPECTION REQUESTS (305062-4949 or tog on at https:MbiClgymiamisha vIHage.comtoap REQUESTS ARE ACCEPTED DURING 8:3OAM - 3:3OPM FOR THE FOLLOWING BUSINESS' DAY. Requests must be received by 3 pm for following pat inspection's. Windows/Shutters Parcel #:11223202801'00 Phone: Total Square Feet: U Total Job Valuation: WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8* AM - 7:OOPM. SATURDAY IMAM - 8 CAPM, NO'V ORK $ ALLOWED ON SUNDAY OR HOUDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. WLL — 4>h0 pool/ 0 Al) &-bDef *excel)/ 414,61,ftirod.-. 11/4.440-J P NO INSPECTION WILL. SE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE FRMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THEBUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR'EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: .',YOUR FAILURE TO RECORD ,, A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND 'POSTED ON- THE JOB SITE BEFORE THE FIRST INSPECTION.. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, ; '' INSPECTION INSPECTION STRUCTURAL PATE Il Foundation Stemwall Slab Col'UI? nS (1st Lift) Colurnns12nd Lift) Tie Beam Truss%Rars Roof Shea Bucks VVlindow Interior Framing Insulation telling Grid On/wall Firewall Wire Lath I Steel =aol Deck Final Pool Final Fence Screen €nciosure Driveway Driveway base Tin Cap Roof in Progress ' :Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance FINAL DOCUME s X Soil Bearing Cert Soil Treatment Cert lour Elevation Survey einf Unit Mas Cert Insulation Certificate Spot Survey Final Surrey Truss Certification STRUCTURAL COMMENTS ZONING RECORD INSPECTION DATE Zoning Final ZONING cOMMENVTs INSP ELECTRICAL. II 30 IOay Tempo- ra Bondin: eck Bond of Wet iich titer Gro Tele Telepho Final Cable Rough Cable Final intercom Rough Intercom Final Alar 'Rcugh Alarm final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler FINAL PLU AB/NG 'INSPECTION DATE 2" Rough Top put r, Fire Sprinklers Se!ticTan'k Sewer Hook-up Roof ©rains Gas LSP Tank Wyell s_ Lawn; Sprinklers Main !Drain Pool !Piping Backflow Preventor, lntereeptor Catch isins Condensate Drains HRS�EinaI FINAL PLUMBING COMMENT! MECHANICAL INSPECTION Underground Pipe DATE • INSP - i I Rough ,t= Ventilation Rough Hood Rough Pressure Test Final Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS INSPECTION RECORD INSPECTION Foundatier, Stemwall' STRUT URAL INSPECTION PLUMBING Zoning Final Slab Colulri'na (1st Lift) Colt 'nr'p (2nd, Lift) `iet? 'm Truss } afters Roof sheathing 0 ZONING COMMENTS iedows/Doors Rough Water Service 2° Rough Top Out Fire Sprinklers Septic Tank Sewer Hook ups Roof Drains DATE JNSP ailing Grid Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap PQOI Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Ro Rough Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS Telephone Rough a Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance Soil Bearing Cert DOCUME 5orl Tr eatrrrerrt Cert Floor EYevation Survey Reinf Unit Mas Cert Spot Survey Cable Rough Cable final IntercOm Rough Intercom Final Alarm IRou h Alarm Final Fire Marra Rough Fire Alarm Final LL Service Wor ith t NAL MECHANMCAL Underground Pipe Rou.h Ardla %n:� P° Ventilation Rough ‚IIL, Hood Rough 111111 Pressure Test Final Hood Final Ventilation FinaiPool Heater Final Vacuum iNAL INSPECTION Finals'rider Final Alarri PEC ION RECO Fax: {305)756-89T INSPECTION REQUESTS: (305)762-4949 or Log on at https:I/bIdg miam ishoresv iHlage.com1cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:3OPM FOR THE FOLLOWING BUSINESS DAY. Requests must be rocelifed by 3 pra fc r following day Inspections. Residential Construction 1090 NE 105 Street 11 . - 11 Ile, :::-ofe C4ntractor10 WADRA LLC Phone _ - _ Primary Contractor X86)344-8780 Yes Parcel #1122320280100 Owner's Phone: Total Square F Total Job'Val ORK IS ALLOWED MONDAY THROUGH SATURDAY, .30AM 6:00PM. NO WORK'IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. 64,4) /1; NO INSPECTION WILL SE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT iS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REZOIRF_D TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU NTE ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.