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WS-17-1102 (2) m T Permit NO. 1 S-4-17-1102 `9yHdREs L�! Miami Shores Village Permit Type:WindowslShuttefS 10050 N.E.2nd Avenue NE Perill grk OlaSSiJCatit?lf:' #ffS>1QW/DQQf RepllC@t11 Miami Shores,FL 33138-000 0 Phone: (3o5>7s5 22oa Pemnit Status:APPROVED FCORtOp` Issue,Date:41312017 Expiration: 10/30/2017 Project Address Parcel Number Applicant 1255 NE 99 Street 1132050090100 Miami Shores, FL 33138-2642 Block: Lot: JOSH WOLLOWICK ....j Owner Information Address Phone Cell JOSH WOLLOWICK 1255 NE 99 Street (305)531-0970 FL 33142- 1255 NE 99 Street FL 33142- Contractor(s) Phone Cell Phone Valuation: $ 20,850.0 0 STRONG DEVELOPMENT&CONSTRI (305)321-1586 Total Sq Feet: 0 Type of Work:WINDOW PERMIT Available Inspections: No of Openings: 13 Inspection Type: Additional Info:WINDOW PERMIT Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.60 Invoice# WS-4-17-63763 DBPR Fee $3.45 DCA Fee $3.45 05/03/2017 Credit Card $232.50 $50.00 Education Surcharge $4.20 04/20/2017 Credit Card $50.00 $0.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $16.80 Total: $282.50 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: I e that-all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and a horize the above-named contractor to do the work stated. May 03, 2017 Authorize Sign ur :Owner / Applicant / Contractor / Agent Date Building Department Copy May 03, 2017 v ` 1 1 �_f N G is i'�' ?" `•lam � /� aj� jz ( J /J O Miami Shores Village RECEIVED Building Department APR 2(► 10,7 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 r Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S ll FBC 20 Iq i BUILDING Master Permit No. G 16 9'_K_2_— PERMIT sZ— PERMIT APPLICATION Sub Permit No. VAS 1 -1 - I l O 2 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION. ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ` ,:� 5 S Aj<_ City: . Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: / a OWNER: Name(Fee Simple Titleholder): �—�;pS 1 �U l�u �� Phone#: Address: 42_ 571- Ne, ? 7 J ' City: 1 /7 /A i"i t S/1°�� State: ¢ L Zip: r Tenant/Lessee Name: Phone#: Email: C CONTRACTOR:Company Name: Sf�"� �Ve I'a, Phone#: (,`,--)3,L Address: / v 6�� TP-0 r City: / / State: �� Zip: 3J Z J- Qualifier Name: r C/acv F4A-er7-2 Phone#: (3J_5/ 3z/J I-S-r'6 State Certification or Registration#:_ C 6G 1.3'1 w N Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 7 , ff 1"� `s� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition t Description of Work: (,t.//h1 '�� /"�' i L �tYl r Specify color of color thru tile: (�ll Submittal Fee$ Permit Fee$ V - CCF$ CO/CC$ Scanning Fee$ Radon Fee$ a DBPR$ Notary$ Technology Fee$ Training/Education Fee$ 4 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r Bonding Company's Name(if applicable) n c• 4;fi . 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 �' f OW ER or AGENT CONTRACTOR The foregoing instrument ttl1was acknowledged before me this The foregoing instrument was acknowledged before me this day of r 20 1-7 by day of r7�/�'j 20 /7 by o is personally kn o �i'LA N rc,11'x 12 o is personally known ------------- me or who has produced as 4m*—cor who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:, —L Sign: Print: 4414- 0061Gt 61,?&, Print: 1140 �Q✓/Q (CLy)�C: Seal: Seal: Ana Maria Canto w �,��; Ana Maria CantoQ ,,, ,ISSION FF129133' r�? F'= COMMISSION#FF129133 A * ,�g wwW.AARONN Y. p�• '��.�`� m,AA;t0t3%0T a�uuna� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) VyS t BUILDING D�O n� 398 E. Dania Beach Blvd r Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, ine. Contours Steel Door, Wood Edge for Florida Product Approval LIU :Report leo. 3294COMWIV& � •....• Current Florida Building CodeVY .•:• •••• • Method: 1 — A (Certificate) •....• : •..' .•••• Category: Exterior Doors ••;••; ;.••••. ""'• Sub — Category: Swinging Exterior I;R4r.Assem;6lies •••.:� Product: Contours Steel Door, Wood 1Rclge i• �•••• Material: Steel/Wood •• ••• • Product Dimensions: 74"x 81.75" •• 74"x 80.5" 64.5"x 95.25" } 64.5"x 94.5" Prepared For: JEL,D-WEN, inc. 3737 Lakeport Blvd. Klamath .F'aalls, OR. 97601 Prepared by: ��,•'�•� .�-p S .• . O Hermes Norero, P.E. 7 Florida Professional Engineer#73778 Date: 10/27/2014 Contents: '� ��.�'• ,,, •'• G�� Evaluation Report Pages l —4 Al- Digitally signed by Hermes F. Norero, P.E. Reason: I am,approving this document Hermes Norero, P.E. Date:2014.11.11 09:50:46-05'00' Florida No.73778 :i BUILDING DROPS Date: 329/10/2 7/2014 A Perfect Solution in Every Drop Report No: 3291 Certificate of Authorization:29578 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: Contours Steel Door,Wood Edge (Impact Rated - Doors Only) 74" x 81.75" 74" x 80.5" 64.5"x 95.25" 64.5"x 94.5" 00.0 Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for Jeld*-Waninc. 0.00•• based on Method 1a of the State of Florida Product Approval, Florida Depa itAeAt of Business and •, Professional Regulation - Florida Building Commission. •00.00 000000 • • • 9999.. Hermes Norero, P.E. does not have nor will acquire financial"interest in the Oompany n;arRtf-Cturing or distributing the product or in any other entity involved in the approval grgwSa of the product 99:99' named herein. 90000' I 0.00•• 9999.. This product has been evaluated for use in locations adhering to the current Florida Buadi Code. 00 See Installation Instructions JW162009,signed and sealed by Hermes Norero, P. . (FL#*7*3*-/*A for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding 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 not require an impact resistant covering on single and double door systems without a sidelite or transom, in all Wind Zones.Single and double door systems with a sidelite or transom do not require an impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters are required for sidelites and transom. 4. Site conditions that deviate from the details of drawing JW162009 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW162009 for size and design pressure limitations. Hermes Norero, P.E. Florida No.73778 Page 2 of 4 t a BUILDING DROPS A Perfect Solution in Every Drop Date: 10/27/2014 Certificate of Authorization:29578 Report No: 3291 Quality Assurance: 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). Performance Standards: The product described herein has been tested per: • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 • ASTM E 1886-05 i 1 • ASTM E 1996-05b Referenced Data: . . .... ...... 1. Product Testing performed by Quality Testing Inc:••• .... .• (FBC Organization# TST7638) .... • ...... ...... Report#: SJ W2009-199, Report Date: 1/18/2010 ••• •• • SJW2009-200, Report Date: 1/18/2010 ." • .... . .. ..... 2. Quality Assurance ••�••� ••�• ••••� .. .. .... ...... National Accreditation and Management Institute..... •� (FBC Organization#:QUA1789) • : . . . . ...... • • a f Hermes Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 10/27/2014 Certificate of Authorization:29578 Report No: 3291 1 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,-use 3/16" diameter'ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW162009)for anchor spacing and more details of the.iatallation requirements. • . •••••• •••••• ...... .... ...... . F ` Design Pressure: •••••• :....: Design Pressure* •••••• ••• •• • .... . .. ..... Positive 55 PSF .... ••:••• Negative 55 PSF i • .. .. .... ...... . . . . ...... *Product has not been rated for water infiltration.'If authority having jurisr ictior requiC2SMa't product meets this requirement, product shall be used when installed at lcfwPoriproteaacl by • overhang such that overhang(OH) ratio=OH length/OH height is 1.0. 1 ••• E 4 f E Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 I a NAMI NOTICE OF PRODUCT LINE i CERTIFICATION cean�y � RT I;7C noy. Certification No.: NI010116-R4 Page 1 ` Date: 02/11/2010 RV' Revision Date: 10/12/2016 • Certification Program: Structural C11 Company: JELD-WEN eo P Code: 1822-1 To verify that the "Notice of Product Certification' is valid, please visit www.NAMICertifieation.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: JELD-WEN •• . . .... ...... 3737 Lakeport Boulevard • Klamath Falls, OR 97601 • ...... .... ...... Product Line: Jeld-Wen's "Energy Saver/Contour" Impact RatedV�Q4E dge•24. Gauge Steel Side Hinged Doors • ...... .... ..... Test Report: SJW2009-199, SJW2009-199 Addendum (06/09/2Q24P%M2009- •• 200/SJW2010-001/W-1685/W-1695/W-1788 % • Section 1: General Description of the Products and Systems under this• Certification 1.1 Frame: The frame jambs consisted of finger jointed pine wood head and jamb members.The frame jambs were milled and joined to the frame head using a rabbet joint and four(4) 1.6 mm x 11 mm x 51 mm(16 GA x 0.483" x 2") staples per corner. The frame sill was square cut, sealed with a foam gasket and joined at each end to the frame jambs using three (3) 1.6 mm x 1 1 mm x 51 mm (16 GA x 0.483" x 2") staples through the jamb and one (1)4.2 mm x 51 mm(#8 x 2) flat head screw through the sill per corner. 1.2 Door Leaf Construction: Each door leaf consisted of a 0.71 mm(0.028") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core. The door leaf face sheets were glued to the core and laminated veneer lumber(LVL) stiles and top rail. 1.3 Side-Lite Construction: Each side-lite consisted of a 0.53 mm (0.021") thick galvanized steel skin on the interior and,exterior surfaces with an internal polystyrene core. The side-lite leaf face sheets were glued to'the core and laminated veneer lumber(LVL) stiles and top rail. National Accreditation& Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 f Certification No.: NI010116-R4 Page 2 1.4 Glazing (where used) 1 Sidelites- The overall insulating glass unit comprised of two (2) panes of 3.2 min(0.125")nominal tempered glass. Transom-The overall insulating glass unit was comprised of two(2)panes of 2.2 mm(0.087")nominal annealed glass. 1.5 Mullions: The laminated veneer lumber(LVL) integral mullion was milled at each end and fastened to the head and sill using three (3) 4.2 mm x 64 mm (#8 x 2.5") flat head screws. The combination mullion consisted of finger jointed wood frame head of the OXO SHD joined with finger jointed wood frame sill of the fixed transom. The mullion joint was fastened ontjv interior and exterior sides using one(1)27 mm x 13 mm x Q.64 ulm (1.063:'.• •••••• x 0.5"x 25 GA)corrugated nail at approximately 51 mm(2 1�,f51 mm(6;),'• 343 mm (13.5"), and 610 mm (24") from each end. "' "" '••••• Section 2: Registered Suppliers ' .... . .. ..... 2.1 Door Lites: ODL • . . . . ...... 2.2 Astragal: Global •••"' 2.3 Sills: Out-Swing-AFCO Model 117TH973 •" Out-Swing-AFCO Model J-2297 In-Swing-Endura ZAILP56WMF120 In-Swing-AFCO A-276 (In-swing single door only) 2.4 Hardware: Kwikset Lock Series 400 Kwikset Deadbolt Series 6600 See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you have any questions regarding this certification,please contact NAMI at(804)684-5124. National Accreditation&Management Institute, Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 NOTICE OF PRODUCT CERTIFICATION �p CERTIpCq , �*V pr[k - Company: JELD-WEN Certification No.: N1010116.01-R3 Page 3 3737 Lakeport Boulevard Certification Date: 02/11/2010 ' •_ Klamath Falls, OR 97601 Expiration Date: 12/31/2026 ` 'N Revision Date: 10/12/2016 c '4`` ,r `F.`�Fxw.^T`~' Product: Series "Energy Saver/Contour" Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o Ep,Pi Side-Lites or w/or w/o Transom (w/Wood Frame unless noted) Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b 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. Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number& Outswing O a ue Size Pos/Ne (psf) Rated Comments X I/S Opaque 3'2"x 6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single Wind Zone 4 (06/09/2014)/PER 2947/W-I 685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 6'7" Anchor Details:JW162009(1-16)/AO11271 X O/S Opaque 37"x 6'9 +55/-55 psf O.O psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-11695/W-1788 Missile Level D Max Panel Size:3'0"x 67" Anchor Details:J W 162009(1-16)/AO 11271 XX I/S Opaque 6'2"x 6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Double Wind Zone 4 (06/09/2014)/PER 2947/W-I685/W-1695/W-1788 Missile Level D . Max Panel Size:3'0"x 67" Anchor Details:JW1620091-16 /A011271 XX O/S Opaque 6'2"R 6'9" +551 55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Double Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67" Anchor Details:J W 162009(1-16)/A01 1271 • ••• • • • • •• •• • • • • ••• • • ••• •• • • •• 0 1 _ National Accreditation.&-Management lnstituj[e,jac./4794 George WashiVon MemorialHighway/Hayes, VA 23072 Tel: (8(14)j84 51 4;Fax?(80 ►§81-3j22 *00 000 ego NAMI AUTTIORIZED6S1GN'tMiRE: . . . . . . . . . . . .. .. . . . .. .. ... . . . ••• . . NOTICE OF PRODUCT CERTIFICATION CERTI Q,�pxc``y�arip� `4V Company: JELD-WEN Certification No.: N1010116.02-R4 Page 4 3737 Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls,OR 97601 Expiration Date: 12/31/2026 N Revision Date: 10/12/2016 c� eoaR Product: Series "Energy Saver/Contour" Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o Side-Cites or w/or w/o Transom (w/Wood Frame unless noted) Specifications: ASTM E283-04/E330-02/E331-00/AAMA 13.04-02/ASTM E1886-05/E1996-05b 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. Inswing Glazed Design Water Test Missile, Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number& Outswing Opaque Size Pos/Ne s Rated Comments OX/XO I/S or Door-Opaque 4'3"x 6'10" +551-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single w/Sidelite O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06/09/2014),PER 2947/W-I685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67' Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:J W 162009(1-16)/A01 1271 OXO 1/S or Door-Opaque 5'5"x 6'10" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single w/Sidelites O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67" Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:J W 162009(1-16)/A011271 O/X I/S or Door-Opaque 3'2"x Tl 1" +55/-55 psf 0.0 psf Door-Yes SJw2009-200/SJW2009-I99/'SJW2009-199 Addendum Wind Zone 4 (06/09/2014)/PER 2947/W-1685,W-1695/W-1788 Single w/Transom O/S Sidelite-Glazed Sidelite-No Missile Level D Max Panel Size:3'0"x 67' Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:JW 162009(1-16)IAO 11271 O/OXO I/S or Door-Opaque 5'5"x T11" T55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single w/Sidelites O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06/09!2014)/PER 2947/W-1685/W-1695/W-1788 &Transom Transom-Glazed Missile Level D Transom-NoMax Panel Size:3'0"x 67 • ••• • • • • •• Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass • • • • • • • • • Anchor Details:JW162009(1-16)/A011271 • •• • • • • ••• • • ••• •• • • •• - National Accreditation&Management Institute„jw./479,1 George Washington Memorial Highway/Hayes,VA -23072 Tel: (801)6$4-5124�Faa: (804-g8j5j 22 . •• 000 . • . . • ••• • • • • NAMI AUTHQR_1ZFsD•S10NLkTUttE: • ••• • • - . . . • • • • • . • . .. .. . . . .. .. ••• • 0 0 ••• 0 0 .. •. .. .. . . . . . . . . . . Jr•■ •DVEN® 74"MAX.OVERALL FRAME WIDTH CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS 6.0 X 6.8(XX)&5.4 X 8.0(O70X0) • • • 36&VITH •• SHT# DESCRIPTION INSWINQ/OUTSWING • • • 103T L 1 N35WING ELEVATIONS&GENERAL NOTE c^�O 24 OA.STEEL IMPACT DOOR SYSTEM • • • • • • • i •e 2 INSWING ELEVATIONS GENERAL NOTES _ _ ••• y *00 • • • 3 INSWING ELEVATIONS&BILL OF MATERIAL 0 4 INSWING VERTICAL CROSS SECTIONS J 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND / \ 5 INSWING VERTICAL CROSS SECTIONS m FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS 6 INSWING HORIZONTAL CROSS SECTIONS c BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. •• • • •• �••• •• 7 INSWING HORIZONTAL CROSS SECTIONS Z Q J SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING, DOOR SYSTEMS (��1 0 • • • • • 8 OUTSWING ELEVATIONS a 605 HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. • • _ • • •/• •• • \ 9 OUTSWING VERTICAL CROSS SECTIONS Z W LL N NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. • 2 10 OUTSWING VERTICAL CROSS SECTIONS W Q4 x 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER • • \•� • •.s • W 11 OUTSWING HORIZONTAL x 12 CROSS SECTIONS '��} LOADS TO THE STRUCTURE. \� OUTSWING HORIZONTAL CROSS SECTIONS D t\ to 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR o� t j 13 ANCHORING LOCATIONS W EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. p to 14 ANCHORING LOCATIONS w C9 Y a 4. FOR DESIGN PRESSURE RATING SEE TABLE 1,SHEET 1. a 15 ANCHORING LOCATIONS&DETAILS S. SCALE BASED ON 11x17 SHEET SIZE. \ 16 UNIT COMPONENTS 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. NOTE 2 NOTE 2 F 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES \ AND TRANSOMS. -0 \ / w 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION w REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w w INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH O LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE a XO "D dd p 2_c7 ZiO ASTRAGAL O X 0 a 0 DOOR LEAF CONSTRUCTION: FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) p 3 NOTE2 „Z,� THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) w tr w CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND F_ O Z w wO DENSITY EXPANDED POLYSTYRENE(EPS). y .O Z PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF o 24-GAUGE(.021"MIN)GALVANIZED STEEL.THE AVERAGE MIN.YIELD STRENGTH OF 24 GA oZ Z o SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" TABLE 1 LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK DESIGN PRESSURE RATING 0.1 BLOCK IS 1.688"X 3 1/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: y g m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR (9 w Z CONSISTS OF TWO 0.125'TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM U p THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING POSITIVE +55 +55 w O E CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE _55 _55 pMing o ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM p m_ FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 o O w THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING w o% INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED I NEGATIVE -55 -55 x x N FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, '� SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2'LONG CROWN NOTES: AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1-ALL VIEWS FROM INTERIOR. N o ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCT`��I t� o C-4 o CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW ASTRAGAL SILICONE. A PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE RECEIVER PLUG IS INSERTED L,RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" �� S F' O �ii c0¢z UNITS WITH AN INACTIVE PANEL,TAKE A 1l2"HOLE AT THE CENTER OF THE SILL AND SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH Igitallysigned by Hermes F.Norero,P.E. r ,•' AO DATE 12/31/09 BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE eason:I am approving this document CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.1110.,04:34-OS'00' sem:7 _. 1/2"=1' SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT IN PLACE WITH 16GA X 7/16"X 2"STAPLES. k * owc.BvG,LUBBECKE THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" 1�'; T 7 r 4j, cHK.Bv: S.FREY ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE �� • �� DanwiNc No TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF i� F,{wmapgq r� ��`� GLAZING CLIP. 6- ALUMINUM SPACER BETWEEN THE GLASS O JW162009 LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. �Sej� y1�j �s� Fan C. N.29578 SHEET I OF 16 •. .. • . . .. .. . . . . . . . . . . . 64 1/2"MAX MO J OVERALL WIDTH 64 1/2"MAX O.V.**A``W' IDTH 58 1/2"MAX.D.L.O. • • i •�5` 4"��i • •• 51"MAX n •• • • • • �PANfiL VWD11H�( + • OVERALL WIDTH N ••• • - - _ _ to 0 r NOTE 2 26 \ 26 \ rn � O or l/ 25 ` •• • s\• • 25 uj r 26 \ • • • \ cU OC �n 25 w w J � � ••• • � • • � � = Z O Q \ ZwLLN S 2 _ J J O '�p ul i J X� �p W Q Y W O \ 7 \ a >1 w ¢ w J Q� _ w t� a NOTE 2 0 2 NOTE 2 w o 0 9 . / NOTE 2 / NOTE 2 W n g= m9 \lt-)9Ya NOTE 2 ^ D 6 NOTE 20 7"MAX, 00n 7"MAX. MULL POST cow n (o wOw 7"MAX. oX D.L.O. MULL POST 8 0' y / �Oa O NOTE 2 4 NOTE 2I�� 12"MAX' NOTE 2 I N a PANEL WIDTHO O TRI UNIT(OXO) TYP• 12"MAX. NO E 2 0.13 NOTE 2 (INSWING IMPACT DOOR WITH PANEL WIDTH 353/4"MAX w^�� w PANEL WIDTH' > _ NOTE 2 4 12"MAX. NON-IMPACT SIDELITES) _ Z PANEL WIDTH 00 3 35 3/4"MAX DUAL UNIT(OX) U a U) PANEL WIDTH~ NP' 37 1/2"MAX O.V.A. INSWING IMPACT DOOR WITH w z �~ FRAME WIDTH ( 3 MULL POST NON-IMPACT SIDELITE) z F TRI UNIT(O/OXO) U (INSWING IMPACT DOOR WITH NON-IMPACT SIDELITES&TRANSOM) \ N g m 26 \ _ (9w \ _ o J \ � cl z Z V L)0V)?, a -KV77/ wool / N !Y b)NOTE 2 NOTE 2 w NOTES: r� H °p 1- ALL VIEWS FROM INTERIOR. c N D / 2-MASONRY AND CONCRETE CONSTRI&C{i1lj111� ��/�� ¢O 12/31/00 DATE: NOTE 2 7 Z scnLE: 1/2"=1' 35 3/4"MAX. * DwG.BG.LUBBECKE PANEL WIDTH T T CHK.BY: S.FREY SINGLE UNIT(X) ale, ; \HfAF yp. E}\��`�� Dw.WB+GNO.: (INSWING IMPACT)' �� u„uL I .-S �� JW162009 FBPE C4eQ��(MSA"�i'IY'11'W'lJd `eNSp'o,�,Y1�'\5'78 SHEET�OF 16 . . . ... . . . ... :000: . . . :000: . • • ••• • • • • ••• Item DESCRIPTION Material 37 1/2"MAX O.V.A. 1 HINGE JAMB 1 1/"X 4-116'FINGER) INTED INE PINE 2 HEAD JAMB 1 4'X 4.916"FINGER401WEDPINE •• • O FRAME WIDTH PINE p 3 LATCH JAMB 191/4•J(4 / FIIQGERJ fiT P E PINE r` 31 1/2"MAX.D.L.O. 4 SIDELITE JAM 1.1 4.9/46"FINGERJOINiEDPINE • • PINE l=Mi 5 #10 PHILLIPS FLATHEAD WOOD SCREVV"H i RL'MIN.E E - STEEL 0 6 4'X 4"BUTT HINGE 12GA. .089'MIN) STEEL n NOTE 2"J� 7 #9 X 314"PHILLIPS FLATHEAD WOOD SCREW STEEL rn B #10 X 1 112"PHILLIPS T 00 SCRfLW 000 •• STEEL > of 1 9 3116'ITW BUILDEX VAPCON% i 4"!IN.tMffED8FNT • STEEL m 0 \ 10 COMPRESSION WEA R • • H U r 11 INSWING THRESHOLD BNDNRAM09EL @ZARPSOW10120 6063-15/COMP. ALUMINUM U cc -r te 26 12 #8 X 2112"PHILLIP T H 00 SCREW STEEL J Z O Q c? \ 13 EXTRUDED ASTRAGAL GLOBAL 606346 AL ALUMINUM Z LU t{ co t 14 NOT USED L ¢ Q CP 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL J 25 \ L 4 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL M _jO m 17 BOTTOM RAIL 25GA. 0.018"GALVANIZED STEEL STEEL W ^ _ coY 0 Z � 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL -� a 19 LATCH SIDE STILE LAMINATED VENEER LUMBER(LVL) LVL / a 20 1 LOCK BLOCK 1-11/16"X 3-118"X 12 FINGERJOINTED PINE TREATED PINE w 0 21 ODL LIP-LITE FRAME PLASTIC A NOTE 2 / NOTE 2 22 1"O.V.A.INSULATED TEMPERED GLASS GLASS I', O w / 23 16 Ga.7/16"CROWN X 2"LONG STAPLES STEEL O O N 24 CORRUGATED NAIL 1/2"X 1-1/16"25 GA. STEEL O ZU) 25 KWIKSET LOCK SERIES 400 STEEL N F 5 28 KWIKSET DEADBOLT SERIES 660 STEEL $$ z w 27 #8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL O�'- wa 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w U LL NOTE 2 29 1 NON-COMPRESSION SHIMWOOD w 20 35 3/4"MAX. 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM y 0 3 PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS cc Z Z DD A-525 COMMERCIAL QUALITY 0.021'MIN.THICK. O D: SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL 'o Z ? (INSWING IMPACT DOOR WITH 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM v NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-TS/COMPOSITE ALUMINUM y S m 35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE 36 3/8"ROUNDED SCOTIA PLASTIC 37 SILICONE BEAD DOW 1199 SILICONE Z 38 JAMB,1.1/4"X 4-1/2"FINGERJOINTED PINE LVL Lu v O F 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM w 0:Z u0 O� 40 ASTRAGAL BOLT 0.313 DIA. STEEL y 41 OPTIONAL IX WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD woo 42 11H60.V.A.INSULATED I/8'ANNEALED GLASS GLASS F N 43 1"STEELBRAD STEEL 44 ALUMINUM GLAZING SPACER AL./SEALENT 45 GLAZING CLIP CELLULAR PVC NOTES: 46 SASH CELLULAR PVC 1- ALL VIEWS FROM INTERIOR, 11{{{,,' o N O 2-MASONRY AND CONCRETE CONSTR 47 STRIKE PLATE GLOBAL STEEL ��AT►Md�$�. O , Dp Q O 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL Z 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC `�r O DATE: 12/31/09 SCALE: 112'=l' * * MG-136.1-UBBECKE T T[[1�pA CHK.ev: S.FREY 0� (NiDmD G\��``` DRAWMG NO.: 1kMB yam. JW162009 ' ,y'�7�py� SHEET OF 16 FBPE W. rMk{iMNa 19578 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ••• ... 1" 1"MIN. MIN. 1"MIN 1"MIN NO E 1 y • W :"MIN. MIN. 1"MIN 1"MIN �" NOTE 1 pp' 1"MIN f1"MIN 9 • • i • 1"�IN 28 41 1"MIN 9 NOTE 1 NOTE 2 NOTE 1 NOTE 2 8 41 • 2i • i I • • 28 41 _ ul 5 28 41 0 •• 4-_• • 2 • • 5 A F- Z I�.' • ,• • �• • • • 4 lT �_ .d.• • • •••__ • • _ _ _ d• .. = 29 i j .. n 29 (n l m 2 29 ••• • • • •' • •• - 29 38 Lj cc J T 1111��11 �� a W L 2 • ••• • • • 38 •• • 36 43 � a W / Z W ":r� • • • • •• • _ z �[ -- • • • CE QETAIL J� = fu Z X Y W Y =oQ SEE DETAIL A 16 •• • • S EE•T 1 • 3 • 42 O w = ¢H 38 43 F g Q*- SHEET 15 16 -•i x W _ Q 10 = 11/16"O.A. ❑ W ¢�¢ a= 37 W ^ J= SEE DETAIL A �d LL m 42 J W w 7) c') Y 0- SHEET 15 10 44 a SEE SHEETDETAIL I5 11/16"O.A. ❑ w 37 45 46 n Z LL C4 44 Q 38 m 37 45 46 W N n W O uZ 2 q w j 38 � ❑O� F oo F- g04 � F- z W16_ o w (� 16 _d $�z U J W W I J 10 O F- .._.-� J4'Sw LLLLJJ Z Z W w mc=_') 16 a - ` O = FU op O W m 30 S� Z I W = C� Z 30 10 J �j p� a Z n o� 31 p, WZ 8z Z O 3 n Op - ~ 17 g 31 p O aU 17I o m 32 L 30 30 32 w w Z pw 11 I =¢Z0 31 31 ® 11 LL w U a 28 41 1 1/2" t� a W tr Z 17 000 17 SEE NOTE 1 MIN, g U U w w EMB. a d Woo 32 32 w N m 5 -I 1"MIN I n 11 ® 11 y �VMIN Ir MIN. — 1"MIN n o 28 41 1 1/2" ® rC_1 VERTICAL CROSS SECTION DOOR/TRANSOM TYP. D o ❑ t� VERTICAL CROSS SECTION O6Y�I)tiMAN6 M TYP. SEE NOTE 1 MIN. g 4 WOOD FRAME INSTALLATION 4 MASONRY AND CONCRET�Y 'O m Q O EMB. a 4 z gTCT �� —r: 12/31/09 5 NOTE 7- 1X MAY BE UTILIZED AS AN OPTION AS * " ._ scn�E: 3"1"MIN-- Y� LONG AS MINIMUM ANCHOR EMBEDMENT 1"MIN 11"MIN -{ DEPTH,INTO MASONRY,CONCRETE,OR 9 ir LUBBECKE OR TYP. MIN' WOOD IS MAINTAINED. �U CHK.eY: S.FREY 4 WOOD FRAME INSTALLATION �VE TICAL ROSS SECTION DOOR TYP. NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED �/ 7 \2�� oFawNCNo.: 4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. �i �� iq0� �� JW162009 FBPE Geh�EI HAFAtdnNo�2B5T8 SHEET4_OF 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 06 1"MIN. NOTE 1 m 1" 1"MIN _ w 1"MIN 28 41 d w MIN. 1" MIN NOTE 1 1" z 5 ^z 1"MIN • • ••• 06 MIN. 1"MIN v= • • 28 11 • • • m 1"MIN. NOTE 1 w 1"MIN NOTE 1 m 29 • .• ..• : _ w• 1"MIN 28 41 Z 1"MIN 9 28 41 41 °• •• °• + �•, •1 • • ~ T Z• !' '�• • Sr—• 5 29 f 36 43 • • • •• • • •• �� > O 38 � • • � J SEE DETAIL A + �sTo29 m _ SHEET 15 _ L • • ••• • • 2 F- 37 4Y O w S 38 36 •3 • • F= SEE�jAIIA• z O = w • • m • SHEET 15 36 43 z 2 W LL N 11/16"O.A. o - v- ao ZwZ r w = 37 SEEDETAILA W Y =00 (LL` SEE DETAIL A 37 42 O w w 31 16 SHEET 137 36 43 Q Q 44 N SHEET 15 11/1 "O.A. J 45 46 z 37 n 44 O d w gp 31 16 M Y d iv 45 46 X 38 37 ~ ¢ ERE a iv w 21 —� 90 LLI (n 38 1"O.A. w p 21 W p w O E 1 2 `- SHEET 12 zl ce J 1"O.A. 2 °°-I O1 0 rn w - , p D T D . 22 SHEET 12 z m36 43 2 N O / O (D 37g 36 43 21 / 21co 3 31 16 37 / as /u)a WFC i r K 18 31 }F 31 g� mo„g0 w R 3p 31 (7 0 (9 0. b Z vW` 21 30 17 O 17 U O cb to 0 3 t Z 0 w 37 30 37 30 2 0 U 2 SEED lAl 21 m0 W a 0. SHEET 12 1"O.A. ZI oo-j 1"O.A. °O Z p L w p 15 SHEET 12 z 11 11 W g m w 22 / 22 0 Lu 41 28 1 1/2" 15 j 1(7 z 21 21 T SEE NOTE MIN. 9 °O 'e' < a -L U EMB. , Wvam V)a 5 -=—. OWRz 31 (Da 31 (D 0. 1"MIN I now V C V.MIN �-1"MIN. 1"MIN —�1 now C E 17 17 C7 VERTICAL CROSS SECTION SIDELITE TYP /" ,VERTICAL CROSS SECTION SIDELITE TYP H g+ x 6 5 WOOD FRAME INSTALLATION m 5 MASONRY AND CONCRETE INSTALLATION 37 :=r 30 97 30 w Z NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR 15EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS �N D . 11 11 MAINTAINED. 41 28 1 1/2" 15 `�� SES F. O !i! m<z SEE NOTE MIN. -° r ,• • O 9 'l DATE: 12/31/09 EMB. i° ° SCALE: 5 1" IN =v _ ..*= owc.�.LUBBECKE 1"MIN �- 1"MIN. 1"MIN p '. T T � CHK.BY: S.FREY A �I poMoQ pq•11 E�44-/ DRAWING NO.: VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. B �i) 1� 5 WOOD FRAME INSTALLATION � VERTICAL CROSS SECTION CR SS SECTION SIDELITE�RANSOM TYPTYP �i '. •° Cs� 1� JW162009 5 MASONRY AND CONCRETE INSTALLATION X29 FBPE Ce�S 6/(/Fj N".Zg5)a SHEET_OF�j .. .. .. ., 74"MAX.OVERALL FRAME WIDTH �i O 84 1/2"MAX VA WIDTH J 72 1/4"MAX.PANEL WIDTH 64 112•MAX O.35 3/4"MAX OVERALL WIDTH 38 3/6"WITH PANEL J051 I • ••• 58 112"MAX.D.L.O. ASTRAGAL • f0 • • • • • •.• • • • • • • • • • c / 26 �. •.• ••- • - NOTE 2 m O ~ \ \ Q (rJ ~ J _ • • • • 26 \ I- a UA J = • ••• • • • (7 2 11J LL 00 25 \ w w O • • • s R • • • _ Z Y =ap O '7 t 7 'e /_R'*� w- O \ J 2 \ / NOTE 2 rNOTE 2 0 r J oKIP >§ M Y a w NOTE 2NOTE 2 m / NOTE 2 vr co MAX, MULL °� / NOTE 2 / POST Lu \ / ^ 7"MAX. / INACTIVE ACTIVE D.L.O. / MULL o x� POST w m ASTRAGAL NOTE 2 NOTE 212"MAX. g 0 TRI UNIT(OXO) PANEL WIDTH DOUBLE UNIT(XX) NOTE 2 OUTSWING IMPACT (OUTSWING IMPACT DOOR WTH A NOTE 2 w NON-IMPACT SIDELITES) O 37 1!2"MAX O.V.A. FRAME WIDTH NOTE 2 35 3/4"MAX 12"MAX.MAXw^Imj J Z 0 37 1/2"MAX O.V.A. PANEL WIDTH PANEL WIDTH m 51"M 31 1/2"MAX.D.L.O. u1`O f m OVERALL WIDTH I r I~ FRAME WIDTH 'I TRI UNIT(O/OXO)4 �,`g z 5 (OUTSWING IMPACT DOOR WTH � � NON-IMPACT SIDELITE 8 TRANSOM) o Z�Z o O NOTE 2 \ 0 a 26 � o o � w d = 26 w 75: 25 Lu= z O z J 2T'f w 4 c� 25 w� -- z w� 00 NOTE 2 NOTE 2 0 J \ o m a O v u 0 U) / w / wao� / NOTE 2 / NOTE 2 MULL / N co POST NOTE 2 / NOTE 2 / NOTES: r o 1- ALL VIEWS FROM EXTERIOR`S� Ko�O / 2-MASONRY AND CON C f'ti p} TOhTION. SES r O ��i� m a z NOTE 2 / NOTE 2PO on7E: 12/31/09 12"MAX. NOTE 2 35 3/4"MAX. 7 SCALE: 1/2"=1' PANEL WIDTH 35 3/4"MAX * * = PANEL WIDTH NOTE 2 PANEL WIDTH owo E(+3.LUBBECKE 35 3/4"MAX. DUAL UNITOX PANEL WIDTH SINGLE UNIT(X) O T T �•'mow`: cwc.ev: S.FREY ( ) SINGLE UNIT(O/X) OUTSWING IMPACT �� p��pp p�j��- `�� onnwiNoro: (OUTSWING IMPACT DOOR WTH (OUTSWING IMPACT DOOR WTH [.�J`�4 g° ls,y,� JW162009 NON-IMPACT SIDELITE) NON-IMPACT TRANSOM) F vEc4e�NA�Addl�o.xas�e SHEET�_OF 18 . . .•. . . . ... .. .. . • • .• .. . . . . . . . . . . • 1"MIN. 1" 1"MIN m MIN. 1"MIN —1"MIN. NOTE 1 1 1"MIN NOTE 1 Y � MIN. 1"MIN NOTE 1 Y iv W NOTA 2 NOTE 1 NOTE 2 2i 41 •• F.•• w • ••1:MIN 28 41 - 1"MIN 9 28 41 5 28 41 n • • • a •- • JI • rn t— L 29 �� 29 38 > o L� • • • •• • ao in O _ ! i•i i • i• 3•• • 36 43 ~ t \W SEEDETAIL ASHEET 15 18 _� • • • ••�E GH@ETq@• O W = 38 43 Z w U.c\1N 10 16 11!16"O.A. 42 0 a= 37 + t7 w Q'_ O LU Y � rn O = SEE DETAIL A 10 d t1 SEE DETAIL A 42 p m w M g SHEET 15 37 45 48 SHEET 15 11/16"O.A. X Z M Y 0 44 38 37 45 46 i wOW O 2 38 Qpm N O O V' = 2 ORO U a O O w obi cc WW J 10 0 w F= Z a Z W 2 C7 16 I- yx0 W Qa 30 15 30 10 O Z w Z 31 7t7 w 31 x Q ww OZ Z F 17 O a 17 w Z 0 l0 d a U 0 3030 10 10 O g} 31 w n m y m 31 Lu 34 3934 39 r O O 17 17 IO 28 410 Lu L U U F= 10 10 ro SEE NOTE 1 9 O J 0 0 v. v oOW, Lu 5 z a a luoow 34 39 Z --I I MIN I ati S N 34 39 1"MIN —{ w 1" MIN. 1"MIN 28 41 J 0 VERTICAL CRO S SECTION.DOOR/TRANSOM TYP ry c SEE NOTE 1 g 1 / _T VERTICAL CROSS SECTION DOOR/TRANSOM TYP. 9 MASONRY AND CONCRETE INSTALLATION o a o v v 9 WOOD FRAME INSTALLATION 2 ,11111111/1�/j m¢Z ' 2 ad \ O N04 --f 1"MIN 1"MIN —I w 1 4 �"VMIN I NOTE 1- 1X MAY BE UTILIZEDAS AN OPTION AS `�\\�Q:,.•G "• <<� /gCALE 12/31 09 �/�� MIN. ' LONG AS MINIMUM ANCHOR EMBEDMENT r: �^� :O (N_1 VERTICAL CROS SECTION,DOOR TYP. DEPTH,INTO MASONRY,CONCRETE,OR IV 7WO'�LUBBECKE * * r,-: S.FREY 9 WOOD FRAME INSTALLATION VERTICAL CROSS SECTION.DOOR P. WOOD IS MAINTAINED. o T wnS 9 MASONRY AND CONCRETE INSTALLATION NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED a IN NARROW SECTION OF HEAD OF JAMB. JW182009 pyo j/ an ee4e�"Fa eeeO+ � F8 now,40. \\ SHEET9_OF ''1j1/1111111111\ . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... YCd 1"MIN. NOTE 1 MIN 1"MIN 1" 1"MIN w 1"MIN 28 41 w 1"MIN NOTE 1 m MIN. 1"MIN Z 5 z 9 8 41 ••• ••• • • 1"MIN. NOTE 1 a w t"MIN NOTE 1 1"MIN 29 °.,. •_ • ;�. • •• i X•�� • 1"MIN 28 41 Z 9 28 41 m CID 29 � `. e.e O m 38 36 43 •• • • • •• `�N 29 . J CC O _ • • • m SEE DETAIL A = t, Y zxkJ •�a i • • � 2 SHEET 15 37 42 O LOU = 38 38 43 • A ••• SIE QQE1�IJJ,e •• i l� V J x w SHEEI'15 36 43 _�O Z a Q c�yq 11/16"O.A.o -+ g v= w SEE DETAIL A 36 43 W Y =f7 XX QQ of 37 w x 37 K a LL SEE DETAIL A 42 x W SHEET 75 o g 44 a SHEET 15 11/1 "O.A. C5 WWZ 31 16 37 37 45 46 n 44 y o a p 30 31 16 w M d 38 'L 37 45 46 r` Z 21 1"O.A.L It 0 O 0 30 w Z SEE DETAILO\ ` 38 - C 210 O C; w O O X v _ -- SHEET 12 - w -� w \� I �a SEE IL C3 :T go SHEE712 36 43 �' \2 22 / 22 / OyyRU U 37 36 43 am. 31 16 37 21 21 /co O2. _0 16 g� 17 g N ° m > 30 31 17 Oa Oa N�c� wa �t7 �z 21 1"O.A. Q 90 g D 0$z o ai O Lu 30 w I - SEE T Of z 21 1"O.A. O 37 37 30 Z n V O SHEET 12 °D SE I)ET IL co Jp 39 31 34 39 31 _ 2 SHEET 12 ` m g m m 28 41 j (9 w 22 / 22 —L / SEE NOTE 1 9 °� , ae' < a Z °. , O 21 21 U /rna 31 5 1"MIN �m c7 a_ t7 �- 1"MIN. - t"MIN -{ OU U vUi_ 17 (D(L 1"MIN --Iw °oo w O 10 c7 m 0 VERTICAL CROSS SECTION SIDELITE TYP x r W / C \ VERTICAL CROSS SECTION SIDELITE TYP: 10 MASONRY AND CONCRETE INSTALLATION 30 37 30 10 WOOD FRAME INSTALLATION a. Z .- 37 34 39 31 f N o 39 NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS o O a LONG AS MINIMUM ANCHOR EMBEDMENT 28 41 Z o DEPTH,INTO MASONRY,CONCRETE,OR e a 1 WOOD IS MAINTAINED. ;•' 'QO DATE:12/31/09 SEE NOTE 1 f m 9 °° SCALE: 3•=V 5 I °_ DwaeG.LUBBECKE — 1"MINI (- 1"MIN. 1"MIN T T ;'4 CHK BY. S.FREY 1"MIN 4 b V.E. '�� FbIg44 N.,fST �� DaAvnHD NO.: VERT[CAL CROSS SECTION SIDELITE/TRANSOM TYP. VERTICAL CROSS SECTION SIDELITE/T�NSOM�P �ii�S e"° �� JW162009 10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION "u F 1g3 sae FBPE YNd h�.2B57e SHEETID_OF i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/4"MAX. 25 SHIM THK. 1 1/2" 10 • • 1 1/4b • • ••• MIN.EMB. }g 13 • • MIN-�M� • • •• • SEE DETAILA 1 1g 31 SEE NOTE 4 28 4 • • 1 • • • • • • SHEET 15 (o EE NOTE 3 27 30 1/4"MAX.SHIM • • •• • • • • ; • • ••• • ••• • ,1"MIN. SEE DETAIL A THK. —� —— m O SHEET 15 1"MIN. 31 1g 10 ° Uj r 1 •• • •1"M� •• •• •• 1"MINI Z cr J 30 31 EXTERIOR 20 31 19 10 •• • i • ••• N LU Y 2 oN�D TZi •• •• 30. INACTIVE ACTIVE '.';,y •p • •8 •• 41"MIN • EXTERIO 6 O �� _ ;;!:;; ';' g 8 8 41 SEE NOTE 4 M L'+ 1 HORIZONTAL CROSS SECTION p L_1 HORIZONTAL CROSS SECTION LIJ M Y CL 11 VIEW AT ASTRAGAL EXTERIOR 30 7 29 g 11 VIEW AT DOOR LATCH/SIDE JAMB (WOOD INSTALL) f 1/4"MAX. L a _1 HORIZONTAL CROSS SECTION 1/4"MAX 1 1/2" SHIM THK. 11 VIEW AT DOOR HINGE/SIDE JAMB SHIM THK. MIN.EMB' (MASONRY AND CONCRETE INSTALL) 1 112" 4 S SHEET 16 EE DETAIL A w 1 SEE DETAIL MIN.EMB.1 1/4" W.•.w L SHEET 15 MIN.EMB. L O X w 1"MIN. ~28 41 SEE NOTE 4 37 31 30 Y1 8 p Q g 1/4"MAX. y a O Z 31 SHIM THK. 16 d a ry O �u 10 18 SEE DETAIL A z o y Z =w 01"MIN 5 1"MIN. SHEET15 h Z w 1„MIN. 1 5 �,.,.,.,., :: W w Ow Lu F j ZcoN L- "; r$O 10 18 12 SEE NOTE 2 N (9 vw� �U g 29 7 30 Z1"MIN EXTERIOR I gq 3 d O SEE NOTE4 28 41 6 EXTERIOR w 9 d <';':;:''. SEE 41 28 29 36 43IO p 1"MIN N ::`>;:. NOTE 4 oz Z o D HORIZONTAL CROSS SECTION ' F HORIZONTAL CROSS SECTION 00 11 VIEW AT DOOR LATCH/SIDE JAMB 11 VIEW AT FIXED PANEUSIDE JAMB a U (WOOD INSTALL) 8 29 7 30 EXTERIOR (WOOD INSTALL) — 6 NOTES cl)g co 1l4"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 11/4' L_\ HORIZONTAL CROSS SECTION SHIM THK. MIN.EMB. g 15. 0 Lu MIN.EMB, r 1/4"MAX.SHIM THK. 11 VIEW AT DOOR LATCH/SIDE JAMB 2.SPACING FOR ITEM#12 FROM TOP DOWN: J I (MASONRY AND CONCRETE INSTALL) SEE DETAIL A 29 O J SHEET 15 Z 6",28-",50-j",73-}". U=F 29 SEE DETAIL 4 2 3.ASTRAGAL SCREW SPACING FOR ITEM#27 p w K z 4 SHEET 15 1l4"MAX.SHIM THK.— 1 1/2„ FROM TOP DOWN: ",3-}",20",24-",64-}",59" o U W 3 SEE DETAIL A 4 MIN.EMB. 21 30 31 37 75-}"&78-1". 18 31 30 21 22 `� 22 18 4.1X BUCK MAY BE UTILIZED AS AN OPTION =N D 21 30 31 37 z AS LONG AS MIN.ANCHOR EMBEDMENT z z 22 Z DEPTH,INTO MASONRY,CONCRETE,OR Z � g 18 ',.;t',:'.:, '; � WOOD,IS MAINTAINED. Z ? g 5.TAPCON(ITEM#9)ANCHOR SPACING SAME ry o¢ ".'•' S � f Ift EXTERIOR AS WOOD ANCHOR(ITEM# y� ACING. • 6.OPTIONALLY,ANCHO €� Fy IN EXTERIOR NARROW SECTION ((55 !�� m¢z -L • SEE NOTE 2 12 36 43 28 41 � ' 28 41 31 43 12 SEE NOTE 2 SEE NOTE 2 12 � �� DATE; g SEE NOTE 4 SEE NOTE 4 �Z.r��• � � � 12/31!09 EXTERIOR 38 43 9 28 41 SEE NOTE 4 / i_ \ HORIZONTAL CROSS SECTION 7 _ - s�E' 3"=1' i t VIEW AT FIXED PANEUSIDE JAMB * * = .0 06.LUBBECKE ^ (MASONRY AND CONCRETE INSTALL) o T T = G1 HORIZONTAL CROSS SECTIONBY: S.FREY 'A tV CHK K. 11 VIEW AT FIXED PANEUSIDE JAMB C_H 1 HORIZONTAL CROSS SECTION 1��.c '�^ 77 �` DRAWING no.: i FWWp. (MASONRY AND CONCRETE INSTALL) 11 VIEW AT FIXED PANEUSIDE JAMB �% (WOOD INSTALL) +94E �—t1,F JW762009 iJs�a�e FBPE C" AiAdk 140.20578 SHEET JL OF_L ° ° ° ° ° ° ° ° °°° ° ° ° ° °°° 35 114"MAX 10 37 i�o .0 : : 0 EMB"TYP. 38 SEE DETAIL A--\ 31 30 21 30 31 0 0 0 SHEET 15 8 8 .07 .00 : I - __ -2 22 -T_ 46 46 42 CL 410 00 7 8 SEE NOTE 2 SEE NOTE 2 12 2 0 0 A 5 5 0 CC _j Lu m C9 I A HORIZONTAL CROSS SECTION SEE 4 1 2 29 36 43 45 37 29 8 41 �2 VIEW AT HINGED PANEUSIDE LITE AND MULLION HORIZONTAL CROSS SECTION NOTE 4 \j2,/VIEW AT FIXED PANEL/DOOR LATCH AT MULLION S E OTE 4 23 KC'**� HORIZONTAL CROSS SECTION -w \�12�VIEW AT FIXED TRANSOM V) 1/4"MAX (WOOD INSTALL) (g38 SEE DETAIL A 38 1 1/2" SEE DETAIL A NOTES a SHEET 15 MIN.EMB.. I-FOR ANCHOR SPACING,SEE SHEETS 13,14 0 SHEET 15 w 6u, 2.SPACING FOR ITEM#12 FROM TOP DOWN: 31 86 3.ASTRAGAL SCREW SPACING FOR ITEM#27 OS W z 4.1 X BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN.ANCHOR EMBEDMENT a: LA - w DEPTH,INTO MASONRY,CONCRETE,OR 29 45 37 MAINTAINED. D 0 50 2 EXTERIOR 5. ii It TAPCON(TEM#9)ANCHOR SPACING SAME =0 Z 0 SEEi 1 28 EXTERIOR 8 41 SEE SEE NOT 428 41 2 AS WOOD ANCHOR(ITEM#5)SPACING. NOTE 4 NOTE 4 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN /D HORIZONTAL CROSS SECTION ��E HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. \j2 VIEW AT FIXED TRANSOM \L2,/VIEW AT DOOR LATCHISIDE JAMB (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) 1"MIN. hl�'M I 1"MIN (D Lu zz MIN.EMB.. —SHIM THK. MIN.EMB 0000 20 S BITE 1/4 E SHIM THK CID 't' 1/8"TEMPERED SEE DETAIL A SHEET 19 10 T_ OPTIONAL MASONRY AND CONCRETE INSTALLATION MIN"2*GL` EX THK 1'8 TEM El Lu 2 118'TEMPERED % 44Z -e 0 DATE: 12131/09 RIOR INTERIOR HORIZONTAL CROSS SECTION DRAWING NO.: \12�/VIEW AT DOOR LATCH/SIDE JAMB (MASONRY AND CONCRETE INSTALL) bNl uld JW162009 SHEE FBPE%n.1 N0.29578 —16 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SEE DETAIL D—� SHT.15 \\ • • • • SEE DEJJIL 11•YPy C • • • • • • • • • • • • • • • •SHT.14 n i •• •• 7"4P. 8"TYP. 24 O> 5" - B"TYP. _.. • • •.• • •••1"IYP. i � - J'O TYP. 3^LYp, SEE DETAIL B C13/ SHT.15 •• • • • •• ••• 36T*YP• _ w cc J �(\ • • • • • • • • • a 6'TYP. Z O Q • ••• • • • • •• • 3 TYP, SEE DETAIL B Z W LL w � • • • • • • • • • �"' \ SHT.15 Lu `1 =co am .. t Z � a n p = h I I 1 1 1 I'I 11 SEE DETAIL H d M � �' � z a 5 SHT,15 M w 1(�'] z - 9 TYP. } I --�_ d W _� _ w W W Q J a a LL _ _ wi �� Lu p J d ui x } M G)N wOw F- N3. 00Vj z Km 00 O I I GOxa i �(8N a3 I IIA i I— � > Oz �o�po $3 SEE DETAIL C a s Z w 0 z SHT.15 5 3 SEE DETAIL F "IO m SHT.15 TYP. ¢oz OV z a ANCHORING LOCATIONS DOUBLE I I I I I i l INSWI00 LITSWING UNIT IXXI61.L 66A SCALE:1/2"=1'-0" MULL T MULL g m \—SEE DETAIL C ow SHT.15 = Oz ANCHORING LOCATIONS TRI UNIT W/TRANSOM w U a In INSWING/OUTSWING UNIT(O/0X01 o w w z SCALE:1/2"=V-0" u O y O Dow � W O 0> NOTE: F N 1-ANCHOR SPACING FOR BOTH INSWING&OUTSWING. � N O Q ES IF �� m Q 0 DATE:12/31/09 377�"*) _ SCALE: 1/2-.1' * ' * ;;G•-G.LUBBECKE T T cHK.BY: S.FREY �IeO��PIdMiQ 137�8.\� �` DRAWINGNO.: • '��JJ''t�N� g c�In' JW 162009 F G.(t•IAJIuuA .zesTa SHEET ' OF 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . SEE DETAIL I 4• SEE DETAIL B i — TYP.SHT.15 SHT.15 • • • • • •• Z4 • • • • • • • T TliFi 6"TYP, i :• • . s 0 2"sfl'P. SEE DETAIL B 3"TYP. 6"TYP. • • • •• . • • _ SHT.15 3"TYP. • • 000 • •.• _—" _ _ _ x o 3-TYP SEE DETAIL H n 0. ~ / SHT.15 0 / p J � • / m . . 9AL Z z N om . , . c$ rn n w�. • • • .� . •.. .•- — / T :T7 � 0Q a. Z F m to t0 '�T } Z LL N 1 1 I— W00 ci o 1I a 5 O W M / �Z - 9 O n �� I! � W �' g= I I Z= TVP. r ° Lu M Y a. uj - W v 9 Lu m O TYP. LL LL a� Ll LLAlt1 �� C-11 N W� � ' �F W MULL T /\ �� - 3 gfz Ou I -99M \ SEE DETAIL C Qmw `—SHT.15 o u� I W-N Zvi ANCHORING LOCATIONS DUAL UNIT w w cvp 0 N X IN SWI NG/OUTSWING j U SCALE:1/2"=V-0" / 3"TYP I` SEE DETAIL B �_ ISO z o O L� I / SHT.15 a i SEE DETAIL C o Z - /^, SHT.15 nO / a a 5 U ANCHORING LOCATIONS SINGLE UNIT W/TRANSOM Pi 121:* 9 O INSWINGIOUTSWING UNIT(O/X) O W _ Z c7 3 3 M ' SCALE:1!2"=1'-0"TYP. a) I z �N ?� OWR2 L)0 wW I •.I tO W0� LL h U' NOTE: No M_ N (D N — — J 1-ANCHOR SPACING FOR BOTH INSWING j q"TjjyyING.,� ru y S F. I." W L ill w"_2 Z. 1..• • �O i DATE:1ZI31/O9 N / 1 (A `C _ SCALE: Inn=1• * _: * C DWG.EM.LUBBECKE ` SEE DETAIL C 1� tU cMn.ev: S.FREY ANCHORING LOCATIONS SINGLE UNIT SHT.15 �i O�Ha' E'�� DRAWING NO, INSWINGIOUTSWING UNIT(X) P Vw�� SCALE:1/2"=1'-On �i � W��qD � �%� JW162009 F 4.6IAdi6Nl��d No.2057E SNEET�OF 16 • • s•• • • • ••• • • • • • • • • • • SEE DETAIL I • • "C-SINKo ••• • + • • • r • • 1 rUSE#60 WOOD INSTALLATION SCREW W11.50"MIN.EMBEDMENT " • + ••• 6"TYP. ••( • ••WINSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS.HFV I 1` + • • • Q 3"TYP. _ SEE DETAIL B • ••a< / 7ivWEs3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED.. rn 3"TYP,i I 7 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. m O DETAIL-A L / 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4"OR F- r 1 • • •SCALE: '-0"000 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT J f • • • • • • I�1Si11lINTAINED. 2 O '--1 c aw ••• • • • • % • Z W Q • • • • • • • • To z Z o • • • • a a•• •• 1 34 39 e�l Y H U) co w w _0ZWy • W O / D ' MY aO 2 - L w w " 3 23 DETAIL D ASTRAGAL w TOP STIKE PLATE p di 9 1 3 4 28 28 w-.w 5 I SEE OTE 8 7 0 0(d O TYP. QETA @ _ 3 O a ~ CORN ETAIL AT HEAD SEl�DETAIL AT SILL 7 0 X z a 1Al11 I I i I_ MULL T / O Web zo MULL DETAIL E pas �EE DETAIL C HINGE DETAIL (n v- w U 0�§ to X ANCHORING LOCATIONS TRI UNIT 27 Z INSWING/OUTSWING UNIT(0X01 `� 00 SCALE:1/2"=V-0" 27 49 DETAIL F D o ASTRAGAL BOTTOM DETAIINSERT PLUG(INSWING) Lu g m L G #8 X 2 1/2" 38 23 LATCH&DEAD LT STRIKE 47 w WOOD SCREWS PLATES TYP. 27 1 O w0ay 2 11 34 39 27 O• o ow Z 00 24 38 "L)W� 27 woo N � DETAIL F ASTRAGAL BOTTOM(OUTSWING) r w N 0ICZ5 Q 0 ,,,1111111111 2 NOTE(S): `��% S m 35 1-ANCHOR SPACING FOR BOTH 1 4 INSWING&OUTSWING. �oD"TE 12/31/09 2-SCREW#28 IN DETAIL C,NOT USED IN * 7 _.* SCALE:AS SHOWN (XX)CONFIGURATION. T T = DwG.Bp.LUBBECKE DETAIL H ir 7J 414 CHK BY: S.FREY CORNER DETAIL AT TRANSOM MULL % '� ve. // ��(`FEHgtiP Df7AWIN0 NO.: DETAIL I //i S' Bnal"9 �� JW162009 MULL POST SILL SIMILAR ayy �ppv�B FBPE c:f�.�df A{Iil�Qan No.295)8 SHEET OF 16 . . ... . . . ... .. .. . . . % .. . . . ... . . . . ... 4 9/16" -{ —q» 5 5/8" J— 5/8" 1/8" 3/8" 1 1 I. . . . . . , .. . 8. s O N 1 1 3!8" 2"O O -� f1/ p WOOD JAMB FINGERJOINTED PINE I--1 11/16"—{ r n m 0O SCALE:6"=1'-0" COMPRESSION I WEATHERSTRIP t�-1/8" 'a LATCH STILE f- Co- 2118"(MIn) •• ,�i,�.ENDURA"WIN6tYRE�OLD TOP RAIL U -� • 606316 At AND 610MPOGITE VINYL/FOAM 3/8" HINGE STILE Z O J 3 • .•.SAALY:6'•=1g0"•• • SCALE:6"=1'-0" LAMINATED VENEER LUMBER '- W lL cV� BUTT HINGE 4x4x12 GA.STEEL 4 6 SCALE;6"=1'-0" i i i i i •• i i 10 17 BOTTOM RAIL (LVL) LU Ya =Co •• • • • • • •.• •• 26 GA.STEEL SCALE:6"=1'-0" 3 J Q r' 3 1/8"--I SCALE:6'=I'-O" 16 18 19 I � p M 2�i � wMYa f- i LA-AL 45/8' a O20 LOCK BLOCK 5 5/8" lw FINGERJOINTED PINE O AFCO OUTSWING THRESHOLD T + 8 - SCALE:6"=1'-0" 34 6063 T5 AL AND COMPOSITE 39 AFCO OUTSWING THRESHOLD �—1 3l4"--� p Ox W SCALE:6"=V-0" 6063 T5 AL AND COMPOSITE 32 DOOR BOTTOM SWEEP O O SCALE:6"-l'-O" VINYL CORNER PADS 0-m m A B SCALE:6"=1'-0" 33 PLASTIC 3:96 zr SCALE:6"=1'-0" O;A w O O �Z f �-- 13/4"-I 0 1 5/8" w-N OV � m � pop oz Z a 1 &c0� � v a a A B 13/8" 1"~I 47 STEELGAL STRIKE PLATE r O ASTRAGAL EXTRUDED ODL LIP FRAME SECTION A-A SECTION B-B SCALE:6"=1'-V' y g m 21 ,3 6063-T5 ALUMINUM PLASTIC w SCALE:6"=I'-O' SCALE:6'-l'-O" ¢(Z 1/32" -�` 3 1/2"-� U I� 3125" I o 0000 21/2" --I 2 1/8" r- O 0 w v O w- 40 ASTRAGAL BOLT MULL POST =b O COLD DRAWN STEEL 35 EDGE GLUED FINGERJOINTED I p `14 cr SCALE:8"=1'-0" SCALE:6'=l'-O" L 1 H 3/8" LATCH PLATE STEEL o N o 13/16" L ,5 SIDELITE SEAT O, 1 U X13 SS ONLY � r � � �* O EXTUDED PLASTIC 48 EFS �•- SCALE:6"=1'-0" `,��$ i�i4 m¢z T� —:12/31109 1/2" T 4 1/2" 7 _• �;AS SHOWN F—2 1/16" T T °�"a EO.LUBBECKE ?3 lV CHK eY., S.FREY O46 TRANSOM SASH 45 TRANSOM GLAZING CLIP 36 FIXED CORNER TRIM TRANSOM JAMB �i��H°n�aP "po"ii1i��*- °RAVAN'HC: CELLULAR PVC O CELLULAR PVC O PLASTIC - O FINGERJOINTED PINE �A��pA° � ,�� JW162009 SCALE:6"=1'-0" SCALE:6"=1'-0" SCALE:6"=V-0" SCALE:6"=I'-O" ��°y9� �� ' FSK Ge N.29578 SHEETJ.Q_pF 16 i MIAMI-DADE ® MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, Nokomis,Fl.34275 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 juri tction. i RER reserves the right to revoke this acceptance, if it is determined by Miami–We county o.4uct •:• Control Section that this product or material fails to meet the requirements of the appli Daws building OQde. • This product is approved as described herein, and has been designed to comply wi*4—Florida Building Code, including the High Velocity Hurricane Zone. � •. • DESCRIPTION: Series"FD-750"Outswing Aluminum French Door w/Sidelit *1,7M.I. ••••• APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door ;;&004,,e** Lites'.'lmp0ct", • sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, pregamosty manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami–Dade County Product Contnl•�ection ....:. Revision stamp with the Notice of Acceptance number and Expiration date by the.NO2ii–Dalle�Coue my • Product Control Section. SSILE IMPACT RATING: Large and Small Missile Impact Resistant a .. LABELING: Each unit shall bear a permanent label with'the manufacturer's name or logo, city, state, model/series,and following statement: "Miami–Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami–Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-1117.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA.No.,16-0629.16 MIAMFDADE CO`NTY Expiration Date: February 24,2020 Approval Date: July 28,2016 Page 1 SLi/ LD/NG REVIEVV PPROVeD rE fl7 t. t _ t 42k S 1 { tl E r F 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding.Glass Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by fertesiration•T•asting ...... F Laboratory, Inc., Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dales• •' 02/15/16, 06/07/16 and 06/20/16,all signed&sealed by Idalmis V.4gga,P.E.. •••• • 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •• :....; 2) Uniform Static Air Pressure Test, Loading per-ROC,TAS 211Z-494 ,••••• 3) Water Resistance Test,per FBC, TAS 202-940:0*: , .•••• ..:..' 4) Forced Entry Test,per FBC 2411.3.2.1, and 2X5 202-94'• •• •••• • along with marked-up drawings and installation diagram of an umrnpm sl�dinp.glass door using a low sill threshold, glazed with 7/16" laminatad glass, primed by • Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941,'date&06j2t/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) F 3. 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,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921,dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) F ti 1 Jorge M.Plasencia,PA. Product Control Unit Supervisor NOA No: 16-0629.16 Expiration Date: February 24,2020 Approval Date: July 28,2016 E-1 a , 1' t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTnvUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4527,dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 5. 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) Forced Entry Test,per FBC 2411.3.2.1,and FAS 202=94'....' .••••• along with marked up drawings and installation diagram of an•afuminum doom of .' OXXO configuration, prepared by Fenestration Testing Laboratdz:x 2b*c Tetr Reports •••• • No.'s FTL-4528, dated 02/14/05,FTL-4315, dated 09/13/04, ligt ; igned and'sealed �....: by Edmundo J. Largaespada,P. E. (Submitted under previous MAX& 05; *03) •�•��• 6. Test reports on: 1) Large Missile Impact Test per FBC,TAS 20}-94•; 2) Cyclic Wind Pressure Loading per FBC,TAS 20'3+94 •••• •00.00 along with marked—up drawings and installation diagrazni of ari INIMinum ddors of •• XXXO configuration, prepared by Fenestration Testing Laboratpry, inc., TQst•Reports •'•'•' No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/0Jr A'I'L-4311, dated ;•••• 09/01/04, all signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under previous NOA No. 05-0419.03) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test 'Report No. FTL-4312,dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) ; C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 2014, 511 Edition, prepared'by manufacturer, dated 10/11/11, signed and t sealed by A. Lynn Miller, P. E. (Submitted under previous NDA No. 14-1117.05) 2. Glazing complies with ASTM E1300-04/09 Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No. 16-0629.16 Expiration Date: February 24,2020 Approval Date: July 28,2016 E-2 i 1 r 1 i 1 f PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite PVB Glass Interlayer"dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET/Core" (formerly Saflex Keepsafe Maximum) dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) -for their"Saflex HP Clear or Color Glass Interlayers"(formerly Vanceva)dated 06/19/14, expiring on 04/14/18. #00000 .. • F. STATEMENTS •�•�•� • ..:... 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. ••.. . 2. Lab compliance as part of the above referenced Test Report N;(a)e A'I'L-8717.)XTL- .. • 8970 and FTL-8968. - 00:00: •... .::..' 3. Statement letter of conformance to FBC-2010 and complying:,*itl;FBC ,P"rdition "'•;• (2014), issued by manufacturer, dated 11/06/14, signed and sealbd by:A. Lynn yiller, ••• • ...... P. E. • (Submitted under previous NOA No. 14-1117.05) •• ••• 4. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller,P. E. (Submitted under previous NOA No. 14-1117.'05) 5. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E.Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-1028.10) 7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FTL-4527, dated 02/10/05, FTL---4528, dated 02/14/05, FTL'-4315, dated 09/13/04, FTL-4529, dated 02/14/05, FT"530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312,dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all ' signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under previous NOA No. 05-0419.03) orge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No 16-0629.16 Expiration Date: February 24,2020 Approval Date: July 28,2016 E-3 i i a • t F F PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 14-1117.05, issued to PGT Industries for their°Series "FD- 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 02/19/15 and expiring on 02/24/20. ...... .... ...... .... ...... .... . .. ..... .. .. .... ...... • ...... i o ge M.Plasencia,P.E. Product Control Unit Supervisor ? NOA No.16-0629.16 Expiration Date: February 24,2020 Approval Date: July 28,2016 E-4 a I t NOTES:-OUTSWING-IMPACT FRENCH DOOR(S) AND SIDE LITE(S)- 1.GLAZING OPTIONS: A.7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM. B.7116"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C.7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER D.7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER NOA DRAWING MAP E.7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS OUTSIDE,1/4"AIR SPACE AND(1)7116"LAMI GLASS ASSEMBLY INSIDE(3116"A,.090 PVB,3(16"HS). TOPIC SHEET F.718"LAMI I.G. CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE(3116"HS,.090 PVB,3/16"HS). GENERAL NOTES............ 1 CONFIGURATIONS...........1 G.7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS........... 2 (3/16"A,.075 VANCEVA,3116"HS). DESIGN PRESSURES...... 3 ELEVATIONS.................... 4 H.718"LAMI I.G.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE VERT.SECTIONS............. 5 (3/16"HS,.075 VANCEVA,3/16"HS). HORIZ.SECTIONS........... 6 PARTS LIST...................... 7 2.DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS................... 8-9 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE....................10-1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E130M2. 3.CONFIGURATIONS:X,O,XX,XO OX,XXX,22O,OXX,OXO,XXXX,XXXO,OXXX,OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE,XX DOOR'BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X,XX,AND O UNTT"S TO MAKE THE ABOVE CONFIGURATIONS. 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5.SHUTTERS ARE NOT REQUIRED. 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. - 7.REFERENCES:TEST REPORTS:FTL-4311,FTL-4312,FTL-4315,FTL-4527,FTL-4528,FTL-4529,FTL-4M FTL-4921 AND FTL-5941. PRODUCT REVISED ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION as aomplyirg with the Florida ADM-2005 ALUMINUM DESIGN MANUAL Building CCoodd0 NOA-Ho, 16-0629.16 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY expiration Date 02/24/2020 HURRICANE ZONE(HVHZ). Miam-0ad roduct Control so • • • • • • • • • •i4iF11%11�� • • •• .• • • • • \` gra STANDARDS USED: ••• ••: ••• ••• • • ••• :`.�''4 •�:,EN"� Ct '7�' •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION •ASTM El3DO-09 z ;' No 53705 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION • • ••• •••t••ALUMINUM DESIGN MANUAL,ADM-2010- • •aSl-sloo 07/sz-2010 ib • •. • — — — MAP _- '0i-^y.�.C•.•_ 'S 41 00 . ••Rw.d9y D.W R.M.- JRQLDMB F SPACER570SF!£f9GENERAL MITES AND DRAWING q Rl.d =- — 1070 TECHNOLOGYDMW R.Wb: ALUM.FRENCH DOOR&SIDE LITES, IMPACT P.O.BOX 1529 • • • a� s.,r n..`wrb. w,r A.LYNN(v�fLLER,P.E. NOKOMIS,fi 9/274 0—Or- adt ch.*w D.W • • fa750• FUL 1 d 12 8000-1 i F FL P.E.#58705 F.K. 12/2304 LT. 4WO5 • • _ y m 7/16"NOM. w 7/16"NOM. 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090"DUPONT BUTACITE OR SAFLEX/KEEPSAFE .075"VANCEVA INTERLAYER MAXIMUM PVB INTERLAYER 3/16"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 109 90 109 90 107 107 1055 5/8"GLASS < 105 5/8"GLASS BITE SITE EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/PVB INTERLAYER 7/16" LAMI GLASS W/VANCEVA INTERLAYER 7/$"NOM. 7!8'NOM. 3/16'TEMPERED GLASS 3/16"TEMPERED GLASS AIR SPACE AIR SPACE 3/16"ANNEALED OR HEAT 3/16"ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS 090"DUPONT BUTACITE OR SAFLEX/ .075 VANCEVA INTERLAYER KEEPSAFE MAXIMUM PVB INTERLAYER 3/16"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS 95 OR 96 97 OR 98 109 PRODUCT REVISED 109 90 as com 97 with the Florida 108 90 108 HOA-No.- 16-0629.16 Expiration Date 02/24/2020 105 5/8"GLASS 105 5/8"GLASS By BITE BITE Mia�m t product Control •• r EXTERIOR INTERIOR EXTERIOR i i i i i i• • INTERIOR GLAZING DETAIL SETTING BLOCK _ ••• GLAZING DETAIL. SETTING BLOCK _7/8" LAMI I.G. GLASS W/PVB INTERLAYER 7/8" LAW Lr2. GLeIS*g VAACEVX INTERLAYER • • a 107071TaAICXIWYDPJVEN01006M FL GLAZING DETAILS �. sus ALUM.FRENCH DOOR&SIDE LITES,IMPACT P.O.eaKtSSD • • • • •..r ,,,b,,,, •R A.LYNN MILLER,P.E. m.: rrorcOrtcd Ft scars • • • FUL 2 w 12 8000-11 F FL P.E.#58705 F,KG 12/23VD4 LT. 4/8875 • • • ••• • } Table 1. Maximum Design Pressures(psfl OVERHANG LENGTH Allowed Height(in) OVERHANG Configuration Width(in) Glass HEIGHT o Types 79 3/4"(68) 83 3/4"(7°) 87 3/4" 91 3/4" 95 3/4"(80) L g A,E +70.0 -80.0 +70.0 -60.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 X 37"(3°) French C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NOTES: 1.IF USING THE OPTIONAL LOW-RISE SILL Door A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 (PART 10,SHEET 8 OF 12),THE 10( 713/4"(6) OVERHANG LENGTH MUST BE GREATER C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN OR EQUAL TO THE OVERHANG HEIGHT(SEE DIAGRAM).IF NOT,THE - A,E +70.0 -80.0 +7D.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 MAXIMUM POSITIVE(+)DESIGN Full 36 11116 PRESSURE IS LIMITED TO+50.0 PSF FOR Jamb C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 ALL A Y A AND 5E THE DOOR AND ANY ADJOININGG SI DELITES.(REF. 3011/16" C,G +100.0 400.0 +100.0 400.0 +100.0 --100.0 +100.0 -100.0 +100.0 -100.0 FTL 5941) Sidelite 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0. -100.0 +97.4 -97.4 Narrow Jamb A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 36 11/16" C,G +100.0 `-100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Table 1 a. Glass.Type and Test Re ort Number A-7/16"LAMI(3/16"A,.090 PVB,3/16-HS) FTL-4311, 4312,4315 B-7/16"LAMI(3116"HS,.090 PVB, 3/16"HS) _ UPGRADE FTL-4311, 4312,4315 PRODUCT REVISED C-7/16"LAMI(3/16"A,,075 VANCEVA, 3116"HS) FTL-4527,4528, 4529,4530 as comp) In�wrtt+tn•Florida D-7/16"LAMI(3/16"HS,.075 VANCEVA,3/16-HS) UPGRADE FTI--4527,4528, 4529,4530 No� Mrio, 76-0629.16 E-7/8"LAMI I.G. (3/16"T, 1/4"AIR SPACE, 3/16"A,.D90 PVB, 3/16-HS) FTL-4311, 4312,4315 Expiration Date 02124/2020 F-7/8"LAMI I.G. (3/16"T, 1/4"AIR SPACE,3/16"HS,.090 PVB,3/16"HS) UPGRADE FTL-4311,4312,NG-7/8"LAMI I.G. 3/16"7', 1/4"AIR SPACE,3/16"A,.075 VANCEVA, 3(16"HS FTL-4527,4528,4529, sr( ) MFami- ro4 uct on H-718"LAMI I.G. (3/16"T, 1/4"AIRSPACE, 3/16"HS,.075VANCEVA,3/16"HS) UPGRADE FTL-4527,4528,4529, 00 :so „�, �, DESIGMPRESSURES NMOW FL 34275 &G - a� ALUM.FRENCH DOOR&SIDE LITES,IMPACT JA av2viu v PA.Bax f99 • • •-.p.t, ..+ U-i v.o. w A.LYNN MILLER,P.E. D »n er m.r a"a.e urn Noxa4M Ft 34774 • • fip• NTS 3 F.K. 12/23/4 L.L 4/&05 • , , ,,, r i2 800311 F FL P.E.#58705 • • 000 0 0 �73 13116'MAX.WIDTH 110 5/8"MAX.WIDTH� 145 318"MAX.WIDTH M 3/4* HEIGHT ALL OX OR XO OXO OXXO (SHOWING EACH VERSION SIDELITE 37 36 11116" 36 11/16" MAX.WIDTH MAX.WIDTH MAX.WIDTH 25"MAX. 71 3/4'MAX.WIDTH 25" 33 3/16" DLO ALL X UNITS MAX.DLO MAX DLO 791/8" /8" ` MAX. DLO ` PRODUCT REVISED ALL / / =.%P= with the Florida NOo. a 16-0629.16 \ \ j Expiration Date 02/24/2020 By as � � i Miam Product Control X XX O(FULL JAM6) O(NARROW JAMB) NOTES: 1.CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIORI. ••• • •i • • – • 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. •• •• : G K 3.FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. • • • • • • • • ��': iom 1> rvm ocrazve EXAMPEE f.'LEVATIONS NOKOMIS,A3t275 nt P.O.eax • ALUM. FRENCH DOOR&SIDE LITES,IMPACT NO Oi A3 p • • •.•amc• se..e trY,rs� x.. A.LYNN MILLER P.E. ch.wda — • 7�• NTS 4 s 12 8000-11 F FL P_El 58705 FX. 1223/04 L.T. 41"5 • • • ••• • ••• • • • • 00 •• _ ^ VERTICAL SECTION A 1 VERTICAL SECTION B 1 NARROW AND FULL OUTSWING HEAD JAMB SIDE LITE HEAD 4 61 6 4 oR 7 23 6 5 ORIGINAL VERSION TOP RAIL B 21 t ALTERNATE VERSION TOP C D C MAX.DLO MAX.DLO EXTERIOR INTERIOR EXTERIOR INTERIOR MAX. MAX. HEIGHT HEIGHT ORIGINAL VERSION BOTTOM RAIL 22 56 PRODUCT REVISED as eomply07 with the Florida ALTERNATE VERSION BOTTOM RAIL NOA-No Code NOA-Na 16-0629.16 2 Expiration Date 02/24/2020 6 5 10 M6amr-Da Product ontro 1 7 •e •� 23n•;2 • •e VERTICAL SECTION C VERTICAL SECTION D NARROW AND-FtLL OUT$MR1G SIkL ... F JAMB SIDE LITE SILL •—• �(•6 `�"`-- _ iom7t�d+Nocom a�,vt VERTICAL SECTIONS arc awry ALUMPAWKIMP .FRENCH DOOR&SIDE LITES,IMPACT NoiroNIrS,Ftsu7s • • else• ae.e ar••. wK A.LYNN MILLER,P.E. n.� 5;_d °"' • 760' 112 5 + 12 8000-11 F FL P.E.#58705 FJC !2/?3 W LT. IBA75 • • • ••• ••• 'a-*•• • •• as • ••• f • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE G - - - - - E J F 53 52 ��--- 26 20 105 20 SEE NOTE 81 0-19 E G / 6 6 ' 5 29 NOTE:ASSEMBLY HARDWARE QTY(3),11' 80 FROM TOP&BOTTOM AND ONE AT MIDSPAN DETAIL J 30 INTERIOR 20 5 46 SLAB AT 26 GLASS BED 1 83 27 DETAIL G STILES AT ASTRAGAL DETAIL F FULL JAMB SIDE LITE 6 $2 81 SEE NOTE 6 82 $1 SEE NOTE (AT HINGE JAMB) EXTERIOR 5 5 1 20 1 20 1 6 106 PRODUCT froda 'tMREVISED 80 %A-No. 16.0629.16 7 Euplration oats 02/24/2020 30 7 30 a, MiamF-Dad uet tro 27 20 80 •27• . 70 29 83 7p 29 83 ••' •0 0 '.Dt•I AIL•9 DETAIL DETAIL H DETAIL K JAMB, FULL JAMB JAMB, NARROW — NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAl4'IB;• ••SIDSLITE. JAMB SIDE LITE (AT HINGE JAMB) (NOT SHOWN ABOVE lZON iL SECTION DETAILS ift ., ALUM.FRENCH DOOR&SIDE LITES IMPACT NOICOM15�fL3427� • • •'�"�•• • A.LT NN:MILLER,P.E. °ate ar.c °iw"t wR °"1°°�4 °"' O 1id °+` • ID710s • 1/? B + 12 8000-11 F FL P.E.#56705 F.K. 1222"4 L.T. 4ew • • • • • • • • • • • • •oo • • FD750 DOORS FD750 NULL JAMB SIDE LITE. - - ` ITEM I DWGN DESCRFTION I PGf* MMIDWGNI DESCRIPTION PGO FRABEEaTPARTS 1 1 8006 1FRAME41EAD,SRL&JAMB 6WO6 1 I 5006 FRAME-HEAD&HINCiE)AMB 69006 4 8003 DRB'CAP 68006 2 9003, OUT-SWINGSI L - 6800A 6 WW SCREW COVER 68(7 3 9004C OUTSWINGSDLCOVET( 68004[ 7 6009 INSTALL PLATE 62009 4 WA DRIPCAP 68008 8 — FRAMEASSENIUYSCREWN8XI-PH QUAD 781POA 5 —— DEAD,SRI&JAME WEATHERSTRIP SCI EGA U9333T115W 20 8012 STILE 68012 6 -8007 SCREW COVER 6B('/ 21 8014 TOP RAIL 68014 7 8009 INSTAILPIATE 68009 22 1 8013 1BOTTOMRAIL I 68D13--- 8 -—•-FRAMEASSEMBLY SCREW*8 X 1-PHQUAD 781PQA 35 THREADED ROD 5/16.18 X 36' 6TRODA' 9 1 8032 ASMAGALENDSFAL 48032 36 FLANOEDHEXNUf5/I&I8 7990NUTA 10 1 8058 OUF-SWINGSILL(LOW RISE) 4808 37 8039 TRUSS CLAMP 6M78MM DOORPANFL 60 *8X3/4-PH SQ DRIVETEK SCREW 78X34PSfW 5 --HEADSILL&JAMB WEATHfRSIMPSCHLEC'v1 U8333TIWW 61 8028. SIDEUrEHEADTRIM 68028 20 8012 ISTUE 68012 - - 21 8014 TOPAA (DR(FADEDRODDF.SKM 69014 62 NA SOWJAMB SIDE 68029 zz 9013 BOTroM ROD DFS 69063 FD750 NARROW JAMB SIDE 1,17E 23 8017 TOP SWEEP 69017 1 8006 ME-I4BAD&SLIL 68006 24 8016 BOTTOM SWEEP 69016 4 5008 DIU CAP 68008 25 -SWEEP SCREWS,N4XU2"PHR.PH 6 MW SCREW COVER 68007 26 8015 ASTRAGAL,ACTIVE&INACTIVE 68015 7 SOD9 INSTAMPLATE 68009 27 8MIB GEARHNGE,JAMB SIDE QMIB 8 — ERAMEASSIBABLYSCREW*SXI'PH UAD 78 A _. 28 8020A GEAR COVER 68MM 21 8014 TOP RAIL GM14 _ 29. 8018 GEAR HINM BACK-I11'PLATE _ 68018 22 8013 BOTTOM RAIL M013 30 9019, GEkRHNGF,DOOR SIDE 69019A 35 THREADEDROD5/16.18X36 _ 6TRODA 31 5035 CiEkRFUNGF BEARING 68035 36 - FLANCED HEX MUT Y16-18 7490NUTA 32 GEAR SETSCREW*6-32x 1/4' 37 8039 31UM CLAMP 603M -33 GEARHNWMTGSCREW#12x3/4"_TRUSS HD. 60 -- 48 X Y4'PH SQ DRIVE TEK SCREW 7mC34PSl'W 34 - CEAR MTC,SCREW*12x11/2"TRUSS HD. 61 8028 SIDEIITEHEADTRIM 68029 35 --- THREADED ROD Sl16.18 X 36' 6TRODA 70 1 8010 FRAMF,JAMB 6BOI0 _ 36 F1AN®HEXNUI5/Ib15 LUTA ASSE"LYKIT . 37 8039 TRUSSCLAMP 60378M 90 80338 FRENCH DOORASSEMBLYBPAM 68032B 38 8043 SIS GEARIATCAMECHANISM ASHLAND 91 *10-24X2l1rPHSCREW 39 8030 [ACK BLOCK 48030 82 0110-24HECNUf 40 LAT(I-IASSYSCREWS*8X2"SSP1lIUTRI3D 7ACZTPAX 93. *12 X 11/2'TRHDTEK SCREW 41 8037 SIS SHOOT BOLT ROD(SULLIVAN)_ 94 8056 SUBSH.L(OPIIONAL) 68056 42 8045 STANDARDFLUSH BOLTS W/SS ROD(SULLIVAN) PRODUCT REVISED GLASS BEADS&SILICONE as eompl -ng with th•Florida 43 8031 SHOOTBOLTOUIDE 48031 44 SHOOT BOLT GUIDE&STRMSCREW 9-32XV11"SSPHIIL17-M 78X3WFIX 91 CIALAMINATEDGLOW31leA N'.0w VB,3viR AIHdI NOA- o a 45 8038R RIGHT-STRUM PLATEAT ASTRAGAL ACTTVEHNGED W5110j3S] 91 — 7/16"LAMINATED GASB 16"ANN.,.o90 PVB 3+1G'HS) NOA-No. 16-0629.16 46 80311, IEET-STRDCEPLATE ATASTRAG4LACIIVIIHING®W W5110.44S1 93 7/1(;IAMINATED(3AS5 IG HS .,975V 3/16"NS) ExpiratlOnDateO2/24/2020 47 STRIKE PLATESCREW S 8-32X 3/8"SS PHELLTRHD 78X3VFTX 93 — 7/16"LAMINATED(SASS 6"ANN.,075 VAN(TVA,3116'E6) By 48 STRIKE PLATE MIDDLE SCREW 6.24X IW FH 7612FM 94 7/16-LAMINATED(RASE 3/16"HS.075 VANCEVA,3/16•HS Mia ?roducttco Rtrol 49 8036 STRIKEPIATEATEffAD&SIIL 95 7/8"LAMILQ(311B'T 114'SPACE,311CANN..090P 3116"HS) / 50 HEAD STRIKE SCREWS SS9XL12PHILFH 7Ri87AX % 7/rL4,M11.0 ,116'71/4"SPA CF.3/16".HS..090 M 3(16'HS) 51 STRIKE PLATE SCREWS OSILLSS8XI/2PHRLUNDERCUT FH 7SX12PMX 97 7/8"LAM111.G 16'f, 4" Ib"AN111I SVANCYVA,3/16'HS 52 8041 ACTIVETRIM SET ASHLAND 99 - 7Ar (3116" 4"SPACE i1I A 3/16"ELS 53 W42 PASSLVETRIM SEI RR AND 105 8022 BAIXB •` • • • • ••• • 68022 54 9044 STAINLESS STEN.PASSIVE LOCK CSAR HLAND 106 9026A SLBAQ(BEAD • • • •• 68026A DI IW 8023A 7/16"BEAD 68MA SS 8014, 70PRAILOAG - 7 " .56 8013, BOTTOM RAIL GBDITD 68013, . 108 8024A 7/8"IG - - - - 6801," SJ 5/16•x21/Z'IAGBOLTS TSI6LJ30LTX 109 1224 VINYLS W67P A • R7 UZ fo7B7ARTS LISAALUM FRENCH DOOR&SIDE LITES,IMPACT P[l eoxtsm . .� •• A.LYIJN-MILLER,P.E. NOKOAM,FL 8+27+ • R}'p°i •• N/j 712 8000-11 FFL P.E.#58705 F. 418,7 • • ••• • • ••• ••• •• �.osz 062 .050 2.236 -�{ 1.160 1.000 4.027 583 11 T 1.353 - 1.033 .050 �I... 3:636---�{ J_ .D40 #8006 6063-T6 I #8003A 6063-T6 #8004C 6063-T5 #8008 6063-T5 #8007 6063-T6 O FRAME, HEAD, JAMB O OUT-SWING SILL O OS SILL COVER O DRIP CAP O6 SCREW COVER AND SIDELITE SILL 1 7 ~ F-3 074_ �3.Ot8� 062 2000 49 rt.940� 1.376 1.90 .0501 8 583 el .050 �I 3.636 +-{ � 39 #8009 6063-T5 #8056 6063-T6 8017 6063-T5 O #80 3-T6 INSTALL PLATE 10 OUT-SWING LOW SILL 20 STILE23 TOP SWEEP .075 71T � 1.938 .100 1.938 1.467 .797 0 8.25IF4.434 -� C72t.240_� #8016 6063-T5 22 BOTTOM RS AIL 21. TOP RAIL-T6 #8014 T5 24 BOTTOM SWEEP PRODUCT REVISED as complying with the Florida Building Cods .075 Noa too• 16-OG29.16 075 expiration Date 02/24/2020 1.938 .100 1.938 -- �7 1.170 � Mla��duet ontrolontrol i 8.250 • 645: • • • • • • •• 2.544 ;.. I #8013A 6063-T6 #80 60 3==. 56 BOTTOM RAIL, LAG BOLT DESIGN TOP RAIL,1I:AG B&12ESjbv •a 55 - 26 #8015 ASTRAGAL6 • �6 I caw. P.Om c I=n awvoLocvn, TO, FL 31216 P.O.aaK impALUM.FRENCH D00R&SIDE UTES,IMPACT a3a21e • • +. •• ar a.row am A.LYNN MILLER,P.E. FX 1=104 cnL. T. • • �nrsn• 1 8 a 12 800D-11 F FL P.E.#58705 14 .742 .076 301 r—2.260�-� 075 353 1.763 + �—2.438—� 177J 7 .072 27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 O30 O #8019A 6063-T6 GEAR HINGE JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR .125 3.251 .062 1.812 .050 3.775 +-I 1.000 �T .438 -T i� 1.000f -1.635 2.622--� 125 050 i ——s.s3s—� —f 80 #8033136105-T5 O61 #8028 6063-T5 #8056 6063-T4 70 #8010 6063-T6 37 #8039 6063-T6 - O FD ASSY BEAM SL HEAD TRIM O SUBSILL, OPTIONAL O O NARROW SL JAMB TRUSS CLAMP .045 i T 1.169 r f t .j_ *040 .442 .965 .750 045 37 1 ---.045 -- 2.313—� 965 .818 rri #8022 6063-T5 #8026A 6063-T5 #8023A 6063-T5 #8024A 6063-T5 050 10 BACKBEAD 10 SL BACKBEAD 10 7/16"BEAD I.G. BEAD 62 S80 AMB TRIM - ALUMINUM _ SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 5/16'NOM. STRUCTURAL SILICONE 3/18"NOM. 5118'NOM. SEAL POLYISOBUTYLEN 1/4"NOM. BUTYL& SILICONE SEAL WITH DESICCANT Wali DESICCANT ROLL-FORMED DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS PRODUCT REVISED as com l with the Florida EXT,GLASS Building e NOA-No. 16-0629.16 Expiration Date 02/24/2020 INT.GLASS INT.GLASS WT.GLASS INT.GLASS By --� Mroduct Control KODISPACE SUPER DURASEALO XL EDGE' 4SG TPS 101 SPACER®NXTrm 1t)Z SPACER t03 SPACER Part# Description Material •• • ••i i i :•• 100 Kommerling 4SG TPS Spacer System •• ••: • • • • :•: •• :: •• • • • •• '�":;-.:.-..'_.%..';. 1o1 Quanex Super Spacer nXTwith Hot Melt Butyl See this Sheet fDr is 102 Quanex Duraseal Spacer Materials - _ 103 Cardinal XL Edge Spacer • • ••T ••• • • REFERENCE TEST REPORTS:FTL-8717,8888&8970 • • • • • • • • ••• 6 .Le 05M6 F r ioro tEt><mlarocYeenle USI011� FILES - NOIWMr8,FL8kt76 ,�' .. - R 4D ALUM.FRENCH DOOR&SIDE L1TES,IMPACT =' o P.O.BQK 1 • +o+" •� w.a.aa •� A.LYNN MILLER,P-E- NOPODAIM D1r °"`8R75 rr 342M>i FX 17.23104 LT. �/ • • •• 1 9 a 12 8000-11 F FL P.E.#58705 FX • • - - - 12" 11' 11° 3"MIN. 'HEAD&SILL 11" 3"MIN. -HEAD&SILL 11' D D TYP. ANCHOR D TYP. ANCHOR D CLUSTER CLUSTER 10.571' (TYPICAL) (TYPICAL) 10.571" MAX MAX. 1 JAMB �-1 JAMB., O.O.C. JAMB - JAMB O.C. HO1 ANCHORS 18.500" ANCRS ANCHORS 18.500" ANCHORS —L HT. QTY. MAX. HT. QTY. HT. QTY. MAX. HT. QTY. 953/4--(5) O.C. 95314'-(8) 95314'-(5) O.C. 953/4--(8) 913/4'-(5) 91314--(8) D 91314--(5) (2)EQ. (3)EQ. 913/4--(8) D 873/4'-(5) 87314--(8) 87314'-(5) SP.TYP. SP.TYP. 87314'-(S) 83314'-(S) D 83 3/4"-(7) D 83 3/4'-(5) 83314'-(7) D 793/4'-(5) 11" 79 3!4"-(7) 11" 79 3/4"-(5) 11" —D 79314'-(7) 11" DETAIL A(CONCRETE) DETAIL B (WOOD DETAIL C(CONCRETE) SEE NOTE 5 DETAIL D(WOOD) (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) REGARDING (2 OR MORE PANELS) APENCIRCLED LANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLEDED 1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2.ANCHOR TYPES`.1-1/4"ELCO ULTRACON 2=1/4"ELCO SS4 CRETE-FLEX 3-#1.2 STEEL SCREW(G5) CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8"MIN.EMBEDMENT OR TYPE 2 AT 1 3/4'EMBEDMENT. 1 314"MIN.EDGE DISTANCE FOR BOTH. WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 13/8"MIN.EMBEDMENT. S.SINGLE PANEL CONFIGURATIONS:(DETAIL A.CONCRETE SUBSTRATE. DETAIL B,WOOD SUBSTRATE) PRODUCT REVISED ing HEAD AND SILL......6"MAX.FROM FRAME CORNERS. as eompl rBuilding Cod with Me Florida• JAMBS.....................1l"MAX FROM FRAME CORNERS,18.500"MAX.O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.571"MAX.O.C.WOOD SUBSTRATE(DETAIL B). NOA-Mo. 16-0629.16 4.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL C,CONCRETE SUBSTRATE) Expiration Date 02/24/2020 ey HEAD AND SILL.....6"MAX FROM FRAME CORNERS,AND AT 3-AND 6"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4). Miam rouct Contra JAMBS....11'MAX FROM FRAME CORNERS AND 18.500"MAX.O.C. so 000 5.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL D.WOOD SUBSTRATE) • • • • •• • • • • ••i • HEAD AND SILL 6"MAX.FROM FRAME CORNERS,AND AT 3",6",9"AND 12'MAX ON EACH SIDtt F ASSL•MB*W;BFJiIA•Aht)/QR 0-RAGAL LOCATIONS(CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4'. JAMBS.....................11"MAX.FROM FRAME CORNERS AND 10.571"MAX.O.C. 000 090 • • i i • • ••• _ ✓✓✓Ill �� .. Rpm . car • • • 1� , � 107VTEC iHocooYMNE A/MGHORACESPACING ADCOACs,FL 30273 WNWIF°"` P.O.eox rays ALUM.FRENCH DOOR&SIDE LITES, IMPACT D.W. a�a u34274 • sa. se! •wwoHa a. A.LYNN MILLER,P.E. •�`•• • F.K. 12/23/04 L.T. 4�&D5 • • • • • 1/ 10 w 12 8000 11 F FL P.E.#58705 • • CONCRETE ANCHOR 1/4"MAX. WOOD ANCHOR, SEE NOTE 1 WOOD ANCHOR CONCRETE ANCHOR OPTIONAL SEE NOTE 2 GROUT _ SEE NOTE 2 OPTIONAL (NOTE 1) 1/4"MAX SEE 1/4"MAX. GROUT, � 1/4"MAX. NOTE 5 84 GROUT, SEE SEE NOTE 5 GROUT NOTE 5 NOTE 5 - -. EMBED. EMBE3/D. 1 3 4 KSI IUIIN SEE 3 4 KSI M(N 1 3/8" CONCRETE'; :'- NOTE 1 CONCRETE',"°...'";":. NOTE 1 MIN. 2x WOOD,SEE MIN. 2x WOOD.SEE NOTE 3 NOTE 3 _ TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) EXTERIOR INTERIOR (ALL HEAD&SILL SECTIONS) _3.4 KS1 MIN.,' EMBED. CONCRETE SEE 'EMBED. NOTE 1 -.3.4 K5(MIN ? SFJ= SHIM2x WOOD 1 3/8'MIN. NOTE 1SEE NOTE 3 1x WOOD SEE NOTE 3 ru 1/4•J 1!4"MAX. MAX SHIM SHIM CONCRETE ANCHOR,SEE NOTE 1 CONCRETE ANCHOR SEE NOTE 1 WOOD ANCHOR SEE NOTE 2 PRODUCT REVISED as complying with the Florida TYPICAL DOOR &SIDE LITE HEAD Bandag Coodda NOA-No. 16.0629.16 Expiratlon Date 02/24/2020 NOTES: 1,FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"ULTRACONS OR 1/4'SS4 CRETE-FLEX_ MIN.DISTANCE BY _ FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". MIN.EMBEDMENT:1/4"ULTRACON-1 3/8",1/4"SS4 CRETE-FLEX-13/4". Miami-Da -product Control 2. FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5)OR ELCO 1/4"SS4 CRETE-FLEX-1 3/8"MIN.EMBEDMENT FOR EITHER. 3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112"THICK. 1x WOOD BUCKS ARE OPTIONAL IF Whit I5MRjT�LL_D DIRECTLY•TO 59LID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BOCKS TO 6E WINCE"*07•HERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). •• • • • • ••• • - 4.FOR ATTACHMENT TO ALUM:THE MATL SHALL BE A MIN.STRENGTH OF 6063-T5 AND A MIN.OF 119•THIOIN eTHE,&U%gTFIJt:RULZAL•MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. fHE ANCHOR SHALL BE A#12 SMS _ WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN _ ON SHEET 10 MAY BE USED. • • • • • -. 5. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NOFISHFINK,NON-METALMC GPZUT, PSI MIN.,(DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBS TRRTE,AMID TRAAtSF R L RD TO SYBSTRATE. - • 61 I6 o... roToroioorawvt • ANCHORA&bE"fAILS rracaua s+zrs J ALUM. FRENCH DOOR&SIDE LITES,IMPACT PO.Bcvcisz9 • • ' •• • a+, a..n lr.ync n.. A.LYNN MILLER,P.E. a,"„ar D.W. cn.e.a o.rr Nacoiws FL U274 FX. 17123/04 L T. 4/✓JNS • • • 730 • 1/� 11 + 12 8000 11 F FL P.E.#58705 ••• • ai ••� •i• �• •• • EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE ANCHOR OPTIONAL OPTIONAL SEE NOTE 1, 84 84 SHEET 11 WOOD CONCRETE ANCHOR WOOD ANCHOR, ANCHOR 1/4-MAX §EE NOTE 27 SEE NOTE 1,SHEET 11 SEE NOTE 1, 2 2 SHEET 11 2 2 1/4'MAX. SHEET 11 0 1 = SEE NOTE 1/4"MAX 1U — 1/4'MAX. 0 GROUT, _ GROUT GROUT, SEE NOTE 5,_1 I 5,SHEET 11 SEE SEE NOTE y SHEET 11 i I NOTE 5,� 5,SHEET 11 SHEET 1_1 EMBED.T w _ EMBED. f %� d 3.4 KSI MIN.;•.. .3.4 KSI MIN. _" 13/8" 2x WOOD,— 1 318" ' 2x WOOD,— SEE NOTE 1, •.; 'r;� ";' -:.';.CONCRETE,,SEE NOTE 1, — _ ?'CONCRETE;;`.. ;t - MIN. 5EE NOTE 3,= MIN. SEE NOTE 3,= SHEET 11 , ;;', - rSHEET 11 SHEET 11= SHEET 11= TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) EMBED. EMBED. 4 ® SEE -SEE CONCRETE CONCRETE NOTE 11 NOTE 1, ANCHOR, ANCHOR SHEET 11� HEET 11r SEE NOTE 1, 1 SEE NOTE 2, INTERIOR �' _'•: I SHEET11 MIN. SHEET 11 :. (ALL JAMB SECTIONS) CONCRETE EXTERIOR ANCHOR SEE NOTE 1, SHEET 11 3.4 KSI MIN.- CONCRETE ` OR 1.5 KSI 0 U PRODUCT REVISED 3.4 KSI MIN. ^`z' • MIN.CMU" as comWyiaa m with the Flora building Zode CONCRETE 2x WOOD, HOA-Ho. 16-0629.16 *. SEE NOTE-3, 1x WOOD, ; SHEET 11 Expiration Date 02/24/2020 SEE NOTE 3By, 1/4-MAX.'SHIM� �-- SHEET 114-MAX.SHIM 114-MAX.SHIM-- ,�,06 Froduet URRiU •• 00:•• • • • • • •• TYPICAL DOOFlA 616GLlTli lAm' * .. ... . . 4/8 �. L ,�..,� tam rt poYa ocrDlavr ANCt�ORAGE DETAILS uw AlOilfQt09,R9rY75 - . °" paawrrsra •• ALUM.FRENCH DOOR&SIDE LITES, IMPACT _ M01Ft 3a74 • • w.r: art �vwA.LYNN MILLER,P.E. JT. /i75 • • •• AW 12 s 12 8000-11 F FL REX 58705 FK 7?12904 T r 3 MIAMI•DADE MIAMI-DADE COUNTY i® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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-.Coyq Prodmt E3ontrol ...... Section that this product or material fails to meet the requirements of the applicable bt itding code. ;••• • This product'is approved as described herein, and has been designed to comply with•We Floridd Building ••••�• Code,including the High Velocity Hurricane Zone. ;.... DESCRIPTION: Series "CA-740"Outswing Aluminum Casement Window-VUL.• •�.• •• APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Wi'lM Det415•-P ISI & •• •• SM", sheets 1 through 1 I of 11, dated 08/08/12, with revision B dated 05/05/16, prepar*ed by maAdUcturer, ••.O V signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami—Dade County 1 roZlvc;Control Revision • stamp with the Notice of Acceptance number and expiration date by the Miamj Daoe County 40roduct ....... Control .Section. •.. . 6066 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.13 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. rNOA No.16-0629.21 M COUNTYIN Expiration Date: April 11,2018 Approval Date: August 11,2016 Page 1 i ! P i f . 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 P A. DRAWINGS } 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: KodispaceASG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTm:spEjoej system w d XL...... EdgeTM spacer system at insulated glass, prepared by FenestratioMTeSting Labbratory, •, Inc., Test Reports No. FTL-8717 FTL-8968 and FTL- rPd•.-dated"ff/16/15,""" 06/07/16 and 06/02/16 respectively, all signed and sealed by Idal914.Orteg��P.Fi •••••• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ...... : '..' ..... 2)Uniform Static Air Pressure Test, Loading pfi•Fft TA5202-.94 •• ••• 3)Water Resistance Test,per FBC, TAS 202-94' "" "••;• i 4)Large Missile Impact Test per FBC,TAS 20 �� •• :0060:•• ;• 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ;"••• • 6)Forced Entry Test,per FBC 2411.3.2.1, and T-Ag 3.02-94••� :"" : along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'b Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.13) f 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). 1 Manuel a .E. Product Contro Exa finer NOA No. 1 - 629.21 1 Expiration Date: April 11,2018 Approval Date: August 11,2016 I E-1 f i f j a a 1 t i 1 , 4 f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16. 2. , Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White) Glass Interlayers"dated 66%25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5te Edition (2014);dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. ' (Submitted under previous NOA No. 15-0519.13)' 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. '00000 (Submitted under previous NOA No. 15-0519.13) .•. •••• •••••• 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,VUr6, •. .60.00 6666 6666.. signed by Ishaq Chanda, P.E. • 6666.. 6666.. . 6666 .. . . . . . G. OTHERS •••• F.•• ••••• { 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries'ft *ftir SedW11CA- 99:06* . . .. . 3 740"Outswing Aluminum Casement Window-L.M.I."approve�on 07/1615 a.nd 6666.6 expiring on 04/11/18. • ' • . . . . 66660. ..00.0 Manuel Nere? Product Control Exmine NOA No. 16- 29 1 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 l r a _ _ _ Ana•LAMINATED Ina•tA1LINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING IMPACT RATING GLASS STACK I - GLASS STACK I CASEMENT WINDOW VARIES, RATED FOR LARGE&SMALL OWBUrACITEI 0w SGP BYWRARAY BY AMERICA. 3n8 ANNEALED OR AMEPoG,INC. SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE tre'ANNEALED AMEPoG.INC. HEAT-STRENGTNFJNED 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 37"WIDTH GLASS" 3718 ANNEALED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.O.C. WIDTH Ire'ANNEALED I HEAT-sTRENGThENED UNDER 33.476'(HEAD 8 SILL VELOCITY HURRICANE ZONE(HVHZ). L EXTERIOR 39 GLASS EXTERIOR 38 GLASS UNDER 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4"MAX- REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE — w B,SEE SHEET 235 11n('GLASS BITE 36 11/16"GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. 3 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE j COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR ir'- — 'C-'-`----'--" EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 1 I\ i 17M-A1X 32 50 32 50 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. A A SEE O.C. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X I \ SHEET 2 y GLASS TYPE 1_ GLASS TYPES 2 8 3 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED j \ DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR I Ire"NOM. va'NOM. j GLASS STACK GLASS STACK 7n8 LAMINATED GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY \ O.C.M —�I GIS STACK I GLASS STAG( TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION j \ O' I IW ANNEALED Goss I 1-311W ANNEALED OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. I ® HEAT-STRENGTHENED GLASS 69" � 7n8'AIRSPA .090•BIRACTTE PVB 1a-AIRSPACE 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE USE ANCHOR A-KURARAY I 1/a•ANNEALED OR 3118"ANNEALED .090'SG®BY KURARAY PAIR AT EACH AMERICA.INC: AMERICA,INC. OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT � �. JAMB IF �� GLASS TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT HEIGHT IS38 re"iANNEALED 38 ; 3n6"ANNEALED OR THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DLO) ' HEAT-STRENGTHENED GLASS I / 28"OR OVER EXTERIOREXTERIOR � T EXTERIOR SEAL]NG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION j j SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE 37 ! 11/18'GLASS BITE 37 I 11/16•GLASS SITE INSTRUCTIONS. HEIGHT 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS I 3 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING ' APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED j / 50 50 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. I 32 I 7)DESIGN PRESSURES: I I/ GLASS TYPES 4&5 GLASS TYPES 8&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, L 718*NOM. FRAME ANALYSIS AND GLASS PER ASTM El 300. S GLASS STACK 7/16"LAMINATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/ GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. TT _ 3t18•ANNEALED OR LASS B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 4"MAX. —I B 33.47 14-1/2"MAX.O.C.IF WIDTH IS to AIRSPACE HEAT-STRENGTHENED �XW$ OB SAG Y WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.476^&OVER(HEAD&SILL) 3n8 TEMPERED AMERICA INC 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 30"VISIBLE GLASS 3MW ANNEA ED OR PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF OPENING(DLO) 38 �1RENGTHENED ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER TYP. ELEVATION OF CASEMENT WINDOW 97OR S- DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA a BUILDING CODE FOR CORROSION RESISTANCE. STANDARDS USED: 37 1 1116"GLASS SITE 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 3 NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND •ASTM E1300-04 ADM ALUMINUM DESIGN MANUAL. •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL,ADM-2010 32 PRODUCT REVISED •AISI 5100-07/S2-2010 •• ••• • 4 • • • •• as complying with dwFkridaBuilding Code TABLE 1: • 1♦ • • : GLASS TYPES 8&9 AaYptaoce tao��p-t�fo/1 �1 • NA L I I 0,10'.0 • Ec 'Iatioo ?JDiB Glass Types Shoat Al •`t` • ) : :•••• Revised BY: Dote: RADDED SHEET 11 6 ti'.• JR 05/05/16 ' 1 5116"Lami(1/8 An-.090"PVB-1/8 An) 5 GENERAL NOTES.............................1 �+--"•� •, WITH SPACERS. Miami 2 7/16"Lami(3116 An-.090"SG-3/16 An) 6 ELEVATION.......................................1 Revised By: Dote: Revision A: GLAZING DETAILS...........................1 ;d*4•• � - -3 7/16"Lami(3/16 HS-.D90•SG-3116 HS) - - - - 7 _ '••4 =• - - - - - - - - - - - 4 7/8"Lami.IG 1/8"An-7H6"Air-1/8"An-.090"PVB-118"An) 5 INSTALLATION................................. 2 • • • R #_. • • ( ASSEMBLY TUBE DETAILS.............3 • �• • • 5 718"Lami.IG(1/8"T-7/16"Air-118"An-.090"PVB-1/8"An) 8 ANCHOR SPECIFICATIONS............4 Description: Drown By: = '•• 6• .: GLAZING DETAILS J ROSOWSKI 6 7/8"Lami.IG(3/16"An-114"Air-3/16"An-.090"SG-3/16"An) 9 ANCHOR QUANTITIES.....................4 ••±O • v � • • • 7 7/8"Lami.IG(3116"An-1/4"Air-3/16"HS-.090"SG-3116"HS) 7 DESIGN PRESSURES......................5-9 • ••�tp�p►.•.=•�� 1070 TECHNOLOGY DRIVE Title: Dote: ASSEMBLY DETAILS/BOM..............10 s �� N. VENICE, FL 34275 8 7/8"Lami.IG(3118•T-114"Air-3116"An-.090^SG-3/16'An) 9 S' VnL E `%, P.O. BOX 1529 CASEMENT WINDOW DETAILS-LM 8 SM 08/08/12 EXTRUSIONS/SPACER....................11 i � 9 7/8•Lemi.IG(3/16"T-114"Air-3/16"HS-.090"SG-3/16"HS) 7 •:• V/ r let I i•tt.� •:• : •NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: "PVB•=BUTACIT&PPVB BY KURARAY AMERICA,INC. .LYNlntame"P.E.• • GIRT. OF RUTH. #29296 CA-740 NTS 1: OF 11 MD-CA740-LM B "SG"=SENTRYGLAS BY KURARAY AMERICA,INC. .9 A70� • • • • • INSTALLATIONINSTALLATION J INSTALLATION OPTION 1 EDGE ,. r EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS DISTANCE �! INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS INSTALLATION INTO METAL.ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER2 EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 ATTACHED TO 82 1/4*MAX TYP.ANCHOR SHIM ATTACHED TO 15 16 FRAME SILL 10 F79 TYPE. VENT SILL EMBEDMENT i 89 13 #12 STEEL AND EDGE 4 8 80 12 1 83 SELF-DRILLING 5 1 DISTANCE PER 32 33 SMS,SEE TABLE SUBSTRATE, 20 3,SHEET 4- 22 23 4 SEE TABLE 3, O SHEET 4. 3 60 EDGE 18 84 -DADE MULLION. PROVED 8 DISTANCE MULLION,ALUMINUM, _ `L(, BEL OPERATOR ARM 38 39 STEEL FRAMING OR ATTACHED TO O QQ - - 82 t Lj,..l, c, ATTACH TO VENT SILL 35-37 81 STEEL STUD. FRAME JAMB[ x 13 EMBEDMENT 1 24 w G SIBLE LIGHT WIDTH(DLO) 3 5 83 70 FOR SNUBBER REQUIREMENTS, EXTERIOR ATTACHED TO SEE TABLE 4,SHEET 4. 8 EXIERK)R VENT JAMB OPTIONAL ADDON WINDOW WIDTH I—1 - 12 FLANGE @ HEAD, �J SILL a JAMBS HORIZONTAL SECTION A-A 81 11 SEE DETAIL _ EGRESS FORMULAS: WINDOW Al,BELOW rs , WIDTH,WASH HINGE:WINDOW WIDTH-13-1/2 HEIGHT JAMB NOTES: 10 HARD- 1 USE ONLY SUBSTRATE-APPROPRIATE NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-112 VISIBLE 14 WARE ) 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. COMBINATION UNITS, HEIGHT FOLLOW EMBEDMENT AND EDGE / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: BUCK DISTANCE LIMITS.ANY INSTALLATION 10'MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 (DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. ED WINDOW FRAMES AT 1('MAX. ATTACHED t FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-1/2- I ASSEMBLY TUBE CENTERLINE. JAMB THICK ARE TO BE CONSIDERED 1X I SEE TABLE BELOW: ATTACHED TO Q INSTALLATIONS.1X WOOD BUCKS ARE FRAME JAMB 0 89 OPTIONAL.UNIT MAY BE INSTALLED _DIRECTLY TO SUBSTRATE. WOOD BUCKS 4 �+— 10'MAX. Addit orW ArWara ReQuimd on eseh DEPICTED AS 2X ARE 1-1/2'THICK OR L— SEE DETAIL A2,BELOW Stile of the Frame Assembly Tube(FAT) ATTACHED TO GREATER.1X AND 2X BUCKS(WHEN USED) F Window Anetar VENT JAMB SHALL BE DESIGNED TO PROPERLY LL WIdM A 8,C 6 D TRANSFER LOADS TO THE STRUCTURE. i Y 17'-22.w 0 0 62 WOOD BUCK DESIGN AND INSTALLATION 38 39 IS THE RESPONSIBILITY OF THE ENGINEER > 23'26'++ 1 1 0 1 OR ARCHITECT OF RECORD.MAXIMUM r- WYwlow AnehorT SHIM THICKNESS TO BE 1/4'. n e 17 Heiyd A B,C d D 20 15 16 1 17'-22.9' 0 0 21 82 ••• i,�1� w • •• DEIlk:W QL 2S .9' 0 ; pRowCT REVISED • • • • as remplying arim file Flo Bu+lderg(',ode 1 19 84 1X WOOD •• ..,04140' •• • • • •• Revised By: Date: Revision B. Eqn lion Date r wig BUCKSTRIP, SEE NOTE 2, By Miami Produ� THIS SHEET. _ Revised By- Dote: _ Revision-A: - - — - � 1/4'MAX SHIM • • • • • • • • u - -- - a • • • . -• -•' • • • • • ® Description: Drown 8y: EMBEDMENT CONCRETE • •:� 1 .. •= • • • CROSS SECTIONS&INSTALLATION J ROSOWSKI PER ANCHOR • 1070 TECHNOLOGY DRIVE 741e: Date: REQUIREMENT N. VENICE; FL 29 CASEMENT WINDOW DETAILS-LM &SM 08/08/12 ••• •;. •' r..�, ••• • • P.O. BOX 1529 INSTALLATION OPTION 3 • • •::• •- • • •NOKOMIS, FL 34274 Series/Model: Scale: Sheet: jDMcD-CA740-LM rwing No. Rev: INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B :A jmYN1{MIy�PCP.E� • PERT. OF AUTH. #29296 CA-740 NTS 2 OF 11 B 1X BUCKSTRIP INTO MASONRY. • •0 V.&A 070% • CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISED as cemNlymg wim do FIMII& SEE NOTE 7,THIS SHEET- s•ilamg code r— 1(', T I�o'O�d1r1�� FIGURE 1: r—I-� FIGURE 2: 740 SERIES/'� Emiratim AWNING WINDOW By C C \ / Mistoi ode ProASLi D FRAME ��o WINDOW ASSEMBLY HEIGHT u/ i TUBE FRAME ASSEMBLY TUBE NOTES:10",SEENOTE7, D THIS SHEET 1)DIMENSIONS SHOWN ARE 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH —CASEMENT—� INDIVIDUAL WINDOW.FOR SIZES NOT IWINDOWWIDTH SHOWN,ROUND UP TO THE NEXT O / AVAILABLE WIDTH OR HEIGHT 740 FRAME 740 E DIMENSION SHOWN ON THE TABLES. z°V SERIES SERIES a CASEMENT ASSEMBLY CASEMENT FRAME 2)ANY 740 SERIES PRODUCT o!S c WINDOW TUBE WINDOW ASSEMBLY�y o (CASEMENT,AWNING OR FIXED � o 1 E TUBE CASEMENT)MAY BE ATTACHED TO J J 1 THE FRAME ASSEMBLY TUBE.FOR \740 SERIES ALL WINDOWS,USE THE WINDOW'S e < N r FIXED WINDOW" NOA FOR ANCHORAGE,SIZE AND o LL) J LL DESIGN PRESSURE LIMITATIONS. :; QO 'SEE PRODUCT'S NOA FOR 3)ALL WINDOWS IN THE W W z M / \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO CV ?0 in 740 SERIES CASEMENT EXTERIOR INDIVIDUALLY COMPLY WITH THE > WINDOW () REQUIREMENTS . THEIR O J 0 Z V \ / RESPECTIVE NOA GO co m 740 SERIES 740 SERIES w 4)FRAME ASSEMBLY TUBE TO BE o $O Z FASTENED TO WINDOW,AS SHOW IN AWNING CASEMENT � W FOR SINGLE UNITS: WINDOW WINDOW DETAILS,WITH MIN. X 1'SHEET METAL SCREWS.USEE THE �)HE SAME (n (1) Z O 1 DETERMINE YOUR WINDOW SIZE MIN.#12 X 1'SMS SPACING AND QUANTITY AS THE 3: Q ll) THROUGH FRAM OPPOSITE FRAME MEMBER. O 1!J I AND GLASS, INSTALLATION HOLES FRAME ASSEMBLY CD 3 111 o Q 2 KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE 5)THE FRAME ASSEMBLY TUBE MAY m' O c Q y V NOT EXCEED 62'IN LENGTH(AS USED , x AND SUBSTRATE,DETERMINE TUBE MIN.#12 X IN AA 63'FLANGED WINDOW)OR BE e v F Q YOUR ANCHOR GROUP FROM11112o V TABLE 3,SHEET 4. MIN. X USED IN TEE OR CROSS 1'SMS T SMS CONFIGURATIONS. THROUGH 740 SERIES THROUGH CASEMENT INSTALLATION 3)FROM SHEETS 5-9,FIND THE INSTALLATION 6 THE FRAME ASSEMBLY TUBE IS n SHEET FOR YOUR GLASS TYPE. WINDOW HOLES, ) o n N FIND THE PRODUCTS DESIGN HOLES NOT REQUIRED TO BE CLIPPED TO A 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR v n a PRESSURE FROM THE TABLE FRAM o CASEMENT EXTERIOR CASEMENT JOINTS TO BE SEALED BY INSTALLER. x 4 LABELED DESIGN PRESSURE WINDOW ASSEMBLY WINDOW 0 740 SERIES (PSI-)FOR SINGLE WWDOWS,ALL TUBE FIXED 7 F = m a ANCHOR GROUPS". EXTERIOR EXTERIOR ) OR ALL COMBINATION UNITS, o_ CASEMENT ADDITIONAL INSTALLATION ANCHORS Z o r>ao 0 HORIZONTAL SECTION C-C WINDOW* MAY NEED TO BE INSTALLED 4)DIMENSIONS SHOWN AREa • • • • • •• THROUGH THE WINDOW FRAMES AT ^0 z oz w TIP-70-TIP.FOR SIZES NOT •• & 0 9. & e 10'MAX.FROM EACH SIDE OF THE - 0 SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SSM061 DO • • ••• • VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT 9 • • • • • • • • CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1•&•2,THIMEET.Z'JETERSAINE4'OQR ANCHOR GROUP FROM TABLE 3,SHEET 4. AddkwrwlAnehas RagliW on••eh TABLES. 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. SW ofaw Funs Agsenft Tube(FAT) 5)USING THE TABLE LABELED _ i _ _ r Wsdow_ Anchor- pe- - w 'WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS AiTACHfV7Z A WEI;71CA1.g6W ASSEMBLY TUBE' OR'DESIGN n � A B,C 8 D (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLYTUBE' &EPE ING O WWMCH WAY THE iRYkAEASSEMBLY TUBE IS ORIENTATED.THIS 17'-22.8' 0 0 THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PREZSlIRE A�l lEb•TC=TH:ECTIRf-ASSEftC(-I;IMP#NSIONS SHOWN ARE TIP-TO-TIP. 2r-25.W 0 1 NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON TH6sTABLEC. • • 28"+ 1 1 JAMBS OF YOUR WINDOW. < 4Nrdow ArwhorT~ 6 !6 4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED-(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF a 6)INSTALL AS PER THE YOUR WINDOW. . A B.C S D INSTRUCTIONS ON SHEET 2. ••!'• • • • • ••• • • 0 1T-228' 0 0 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS 4ROtIGH THCW04(1/V F*ME�O TFC SUBSTRATE MAY BE REQUIRED(SEE �•#' 0 1 SHEET 2),AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO TME FRAMT•AS6ENIBL'tTU (SE DQAI&S ON THIS SHEET). 28•+ 1 1 A.LYNN MILLER,P.E. • •• 00 0 a a P.E.#587D5 TABLE 2: TABLE 4: _ Window Anchors Required Jamb Snubber Locations PRODl3CT REVi3SD Window Width(in) Glans as CsmlAyiaBde th wide Fhlrib under 23" 25-15/18• 27-3/4" Nr 33.112" 35' 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ,4&5) (Typypea23869) SG Arxdptaotti tr0'�O�"2r6 A B CSD A B CBD A B CBD A B C&D A B CBD A B CBD A B C&D (Typess 1, l, +6 Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 263.and None 12"max.from Prodnret under 23' Head/S11112 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 each end 83(r 25 1y18, Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 z z 2 2 z less Required max O.C. Head/SW 2 2 2 2 2 2 2 2 Z 2 3- 2 2 3 2 3 3 3 3 3 3 12"max,from 12"max.from > 38-318, - Jamb 4, 4 4 4 4. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 oyer 63' each end&30" each end&30' m Head/Sill 2 2 2 2 2 2 2 2 2• 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. Jamb 4 4 4 4 6 4 4 8 4 4 8 4 4 6 4 4 8 4 6 8 4 _ 48° Head/Sik 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 "SG'=SENTRYGLAS"BY KURARAY AMERICA,INC. 0 J PVB-BUTACITEOPMB BY KURARAY AMERICA,INC. b " �8, Jamb 4 6 4 4 8 4 4 8 4 4 8 4 8 6 4 6 8 4 8 8 4 e Head/SBI 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 _ 1)USE THIS TABLE FOR o Q Jamb 6 6 4 6 6 4 6 6 4 6 6 4 6 8 4 6 a 4 6 8 4 (n z V 60" ALL WINDOWS PER THE Head/SiY 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ELEVATIONS ON SHEETEET 1. SAMPLE CONFIGURATIONS: 06r Jamb 6 6 8 6 6 6 6 8 6 6 8 6 8 8 6 8 8 6 61 8 6 0 �. Head/Sitl 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 DIMENSIONS SHOWN ARE WINDOW TIP-TO TI P. ; ;5 :; ;; J Jamb 6 8 6 6 8 6 8 8 e 8 10 6 8 10 6 8 10 6 8 10 6 'X Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT (n Jamb fi 8 6 8 8 8 8 10 6 8 10 6 8 10 8 8 10 8 B 10 8 SHOWN,ROUND UP TO �' y ~ J LL 78" THE NEXT AVAILABLE Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 ;X; Z Jamb- 8 8 6 8 1D 8 8 10 6 8 10 6 8 1D 6 WIDTH OR HEIGHT W t �. DIMENSION SHOWN ON ;t W N Head/8111 '2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. ;X O i O C14 CO"X'•. ~ O O Z O a ` i6 j4 '6 ¢ Z a Z TABLE 3: ;; ;, ;; Min. Min. Anchor W Min. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW:7/16'ANNEALED SG LAMI.GLASS, r x'; O x'•, x , i x d Group Anchor Substrate Edge O.C. Plate Embedment 1/4"MASONRY ANCHORS INTO CONCRETE,+70/-80 PSF DP REQUIRED,NO ANCHOR PLATE Y Distance Distance Required? C0 Z 1/4" steel Ultracon Hollow Block 1" 6" 1-114' No CASEMENT ANCHORS: W S.Pine 518' 1" 1316' No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70%90. O( O O( O O "O A #14,steel SMS(G5) 6083-T5 Alum. 3/B" We" 050" No t� 0) o= W Q or#14,410 SS SMS A36 Steel 318" 5/8" .050" No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE pY�� p�yO m O a V to „V A653 Stud,Gr.33 318• 5/8' .035",20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. y a it `Z Q S.Pine 5/6" 1' 13/8" No F �� o '3 8 Q V ti B #12,steel SMS(G5) 6063-TS Alum. 3/8" Ste" .05(" No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. or#12,410 SS SMS A36 Steel 3/8' 5/8" .050' No w A653 Stud,Gr.33 318• 5/8" .035",20 Ga. NO D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. >^ < N 2.85k Concrete 2-1/2' 4" 1318" No 1/4' steel Ultraeon 2.65k Concrete 1" 4" 13/4• No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10 1(rr N a Hollow Block 2-1/2" 5' 1-1/4' No 4• F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY o x' 5 C S.Pine Ste, 1" 1-3/6" Yes 4"� �4" q- z o � TUBE SIDE OF THE AWNING(HEAD 8 SILL). _ m:� a #12,steel SMS(GS) 6083-T5 Alum. 3/8' 518" .0713" Yes o— � or#12,410 SS SMS A36 Steel 3/S 5/6" _ .050' Yes T >a o 0 A653 Stud,Gr.33 3/s" 5/6" .046-,18 Ga. Yes •• 000 • • • • • •• S.Pine 5/8" 1" 1318" Yea 900 �" • • • • • • o w #14,steel SMS(G5) 60B3-T5 Alum. ate" 5/8' .0713• Yes. FIXED CASEMENT ANCHORS(SEE6EPERA�grrs0 • • • • • • o A)FROM TABLE 9,ANCHORS C&D ALLOW A PP CIF+i0/-a3.1e ••• • or#14,410 SS SMS A36 Steel 3/6' 5/8 .050' Yes • • • • • • • • • 10.6• / A653 Stud,Gr.33 316' 516' .045',18 Ge. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHRAPE('IFAS TAE At&H(9R itJD 13.25" 2.fi5k Concrete 1' 4" 1314" Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 114" steel Ultrscon 2.85k Concrete 2-112• 4" 13/B' Yes 61" T - D Hollow Block 2-112" 5" —1-1/4" Yes C)FROM TABLE 2B,5 ANCHORS ARE RWWIRED IN€ACFLJ IB. • • — T Filled Block 2-112' 4' 1 V4" Yes \ 1/4' 410 SS 3.35k Concrete 1" 5' 13/4" No D)SIMILARLY,3 ANCHORS ARE RfQUIOD%TH:HTkD.%ILL.• +•: Crete Flex Hollow Block 2-112" 5" 1-114" No so 3.5k Concrete 1-1/4" 5" 1314' No E)DISTRIBUTE ANCHORS FOL9OWING 6UIDELINEi FROMIELEVATION ON Ai ffT 1. V7 6 _ 5/18" steel Uttracon Hollow Block 31J6" 5" 1-114" No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME q• q• Filled Block 2-112° 5" 13/4' No ASSEMBLY TUBE SIDE OF THE FIj D CASEMENT(HEAD&SILL). NOTES: •• • • • • • • 25' 5 . 20'►}� 20'�{ 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE_ • • • ••• • • • 48" • • A LYNN P.E. • • • • • • • • 2)ANCHORS MAY BE HEXHEAD;PANHFAD OR FLATHEAD. RE= • •• •• • _ r - TABLE 5: FOR GLASS TYPES: -- y 1)5/16"LAMI(1/8 AN-.090-PVB-1/8 AN) PRODUCT REVISED a Design Pressure(pat)for Single Windows,At Anchor Groupe m complying ivkh the Fbxi& 4)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) Building Code Wlnrkw Width .. larder 23' 25.15/16" 27-314' 30• 33-IW 35" 3T 'PVB~BUTACITE+VB BY KURARAY AMERICA,INC. Eapno Dare IS under 23" +701-90 +70/90 +701-90 +70/-w +701.90 +70/90 +70/40 By 25-15116' +70190 +701.90 +70190 +701-00 +701.90 +70/-00 +7x-00 M1Siami Prado 38-3/6' +7x-90 +70r-90 +70/-90 +701-00 +701.90 +701-00 +70/-00 WINDOW 46" +70190 +70/-90 +701-90 +70/90 +701-00 +70/-90 +701-91 HEIGHT i 50-5/6• +701-00 +70/-90 +70/-90 +7000 +70140 +701.90 +701-09.2 c m 601 +701-90 +701.90 +70/•90 1 +701-08-5 +70t-00.6 +701-77.7 +701-74.3 63• +70190 +70/-00 +701-90 +70/44.3 +701-76.5 +70/-73.7 +701-70.1 WINDOW WIDTH J 72" +701.90 +70187.2 +701-77.7 +601-71.5 +60/-624 +601-60.9 +/-59.3 p 76" +70/490 +701.84.6 +701-75.7 +/-67.3 +/-56.9 +/-57.2 +/-55.6 SEE SHEETS 1&d FOR.6 WINDOW ANCHOR d < 84' +70/-00 +701.80.4 +701 71.3. +6x82.1 +/-54.2 LOCATIONS AND QUANTITIES. U) Z U 06 a r J r � TABLE 6: J m �- Design Pressure(per for Windows Attached to a Vertical From ASSN"Trbe o Ur J V- Window Width v O m under 23" 25-15f 16" 27-3f4" W. 33112" 35" 3T 0- Q Anchor Group Anchor Group Anchor Glop Anchor Grote Anchor Group Anchor Group Anchor Group A B C D A B C&D B A,CBD 8 A,CB:D A B CRD B A,CSD B A,CBD Opp W O 0/H under 23" +701-90 +70/-90 +701-9D +701-90 +701-90 +701-90 +7x-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70190 0 m u Z 2575118" +701-90 +701.90 +7ty-90 +701-90 +70190 +701-90 +701-90 +7x-90 +701-90 +701-90 +701-90 +7&90 +7x-90 +701-9D +701-90 +7&-90 +701-90 +701.90 0 $ p (= Z 38-3/6" +701-90 +701-71.6 +701-9D +701-90 +701.81 +701-90 +70190 +701-90 +701-90 +701-90 +701-9D +7x-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 g46' +701-73.1 +157.3 +701-90 +701-90 +154.8 +701-90 +701-90 +701-90 +701-90 +701.87.8 +701-90 +701-90 +701-78.6 +701-9D +701-90 +701-90. +70!98.9 +701-90 U W 50-5/B" +1$9.3 +154-3 +701-90 +701-90 +i$1.4 +701-90 +701-90 +70/-9D +701-90 +70/$32 +7x-9D +7x.90 +70f 74.6 +701-90 +701.892 +701-90 +70!$4.3 +7x-092 a Z C) �+ 60" *l-58.5 +1-458 +701-84.7 +7x-90 +151.8 +701.812 +7x 90 +701-75.9 +701-90 +701-70.2 +7&-06.5 +7x-00.3 +1$29 +701-00.6 +701-75.2 +701-77.7 +7x•71.2 +701-74.3 Z W _ti 63" +l-55.7 +1-43.6 +70/$0.7 +701.895 +/.{9.3 +701-77.3 +70!•90 +701-723 +701-90 +1$6.9 +7&-84.3 +701-78.5 +1599 +701-76.5 +701-71.6 +701.73.7 +1-6T8 1 +701-70.1 m 0 W o Q O a F0 U) LU Q FRAME c` oDu Q F U 10'MAX. -� ASSEMBLY TUBE TABLE 7: w Design Pressure(psfj for Windows Attached to•HorixoroW Forme A•semby Tube o N WINDOW a N cv Window Width HEIGHTWIND . FRAME under 23' 25.15!18• 27.914' 30' 33-112' 3Y 3T HEIGHT' ASSEMBLY z w O u` Anchor Anchor Anchor Anchor Anchor Grow Anchor Grow Anchor Grow WNDOW 2 -m v. fj TIKE ADDITIONAL U U - Group Group Group Group J_1__ -4 WIDTH ANCHOR w L a o 0 All All At At B A.C&D A B C 8.D A B C 6 D 10'MAX. (4)•IF REQ o z r under 23' +701 90 +701-00 +70/90 +70/.90 +701-02.1 +70190 +701-00 +701-78.5 +701-00 +70/.90 +?OfM1.3 •+t0/-SO a• • ••• ADDITIONAL SEE SHEETS 1 8 4 FOR WINDOW ANCHOR Z _ 25.15116• +70190 +7x-00 +70/-00 +701-00 +70/-90 +70/.90 +701-06.6 +70/-W +70/.90 +70/-84 +11W91) ya90s • ••• • • ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 38-3/8" +70190 +70190 +70/90 +7x-00 +70190 +70190 +70/40 +7090 +7W-W +70190 + ► :• •• (4),IF REO. 3 FOR ANY ADDITIONAL ANCHORS 48' +7x90 +70/90 +70190 +701-00 _ +70/90 +701-90 +701.90 +70/90 +70190 +701-90 +1dt9O • • • • REQUIRED FOR THE FRAME ASSEMBLY I WINDOW I TUBE. x� 50518' +70190 +70190 +70190 +701.90 +7x90 +70/-00 +701-00 +7x90 +701-00 +7x89.2 +70AN2 +701-092 -�1 WIDTH tF 60' +70190 +70/90 +701.90 +7x96.5 +70180.6 +70190.6 +701-77.7 +70f-T7.7 +701 77.7 +70/-74.3 +701-74.3 +701-74.3 EETS 1 8 4 FPR WINDOW ANCHOR - - - - 63" +70/90 +70/90 +70190 +70184.3 +701-76.5 +701-76.5 +7x-73.7 +701-73.7 +701-73.7 +701-70.1 + - +701- . KATIONS AND QUAIITITIES.SEE SHEET 72" +70190 +70187.2 +701-77.7 +7x011.5 +60/82.4 +60f-62-4 +60180.9 +8x80.9 +60/80.9 +/-59.3 +PW.3• +J-5M 3FOR ANYoMSMCN�AL,A•N.rCHORS 76" +701-90 +70184.6 +701-75.7 +/87.3 +/-56.9 +158.9 +/-57.2 +/572 +!-57.2 +/-65.6 • +/55.6• +/•866 RE(�UIRED�O$TF ri"""m ASSEMBLY t, 16 • 84• +701-90 +70!80.4 +7x•71.3 +6x82.1 +1-542 +/542 YBE. • � - NOTES: ••• • • • • ••• • • 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • e a A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • P.E.#56705 as so a • TABLE 8: FOR GLASS TYPES:- - 2)7/16`LAMI(3/16 AN-.090-SG-3/16 AN) PRODUCT REQ�ito[fa• Design Pressure(ps0 Windows,for SM& All Anchor Gro pa as corn. -rB Wndaw Wldth. 5G=SENTRYGLA&BY KURARAY AMERICA,INC. 8-illap Code No 1 (xp�'Q18 under 23' 2515118' 27-14" 30" 33.112" 35' 37" E DMe under 23' +901-130 +901-130 +901030 +901-130 +901430 +901-130 +801-130 WINDOW BY ft 2515/16' +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 HEIGHT t � 35-3/8' +90/-130 +901-130 +901-130 +901-130 +9W-130 +901-130 +9W-130 1 48' +90/-130 +90/-130 +90/-130 +90/430 +9W430 +90/-130 +9W-130 L = 50-5/8" +9W-130 +9W-130 +901-130 +90/ 90/ -130 +90/-130 + -130 +90/-130 WINDOW m WIDTH 80' +9W-130 +90/-130 +901-130 +90/-130 +9W-13D +90/-130 +90/-130 63" +90/-130 +901-130 +901-130 +801-130 +901-130 +90/-130 +804129.8 SEE SHEETS 1 6 4 FOR J 72" +90/-130 +901-130 +901-130 +9W-130 +90/-129.1 +901-122.5 +90/-113.8 WINDOW ANCHOR r LOCATIONS AND QUANTITIES. C:� TB' +901-130 +90/-130 +9W-130 +9W-130 +90/_124.1 +901-116.7 +901-107.8 W 84" +9W-130 +90/-130 +901-130 +901-130 +90/-116.4 (L ;Q 0 3D 0 Z J o TABLE 9: r Design Pressure(psf)for W ndows Attached to a Vertical Frame Assemdy Tube o Vr J LL FT1 Window Width w H v rp under23". 2515118' 27.3/4" 30" 3337"1/7 35' d Q n Anchor Group Anchor Group AKW Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B CBD B A,C&D A B C&D A B C&D B A,C&D A B C&D CO W O mU) under 23" +70/-90 +701-90 +70/-90 +70/-90 +70/_90 +70/-9D +701-90 +701-90 +70'-90 +70/-90 +701.90 +70/-90 +70(-90 +701-90 +701-90 +701-90 +70130 +70/-90 +701-90 +701.90 r 2515116" +701-90 +701-90 +701-90 +70/-90 +70/-90 +7W-9D +701-90 *70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +7000 0 $�p Z Z 38-18" +701-90 +701.71.6 +701-90 +701.90 +701$1 +70/.90 +70/-90' +70/.90 +701.90 +70/-90 +76130 +701-90 .+7&-90 +701-90 +70-90 +70130 +701-90 +70/-90 +701-90 +70/-90 _ co 48' +701.73.1 0-67.3 +701-90 +70/-9D +/$4.8 +70/-90 +70-90 +70/.90 +70( 0/-90-9D +7 +70/.87.8 +701-90 +74-90 +70/-9D +701-90 +701-90 +701-90 +701-90 +70($8.9 +701-90 Y L 50-5/8" +1$9.3 +154.3 +70/-90 +701-90 +1$1.4 +701-90 +70/-90 +70/.90 +701-90 -7111M +70/$3.2 *70/-90 +701-90 +701-90 +7430 +70/$92 +70/-90 +701-90 +70($4.3 +701.90 j a W �O 60" +/58.5 +/A5.8 +701$4.7 +701-90 +151.8 +70$12 +7W-90 +701-75.9 +701-90 +701$9.8 +70/-70.2 +70130 +701.80.3 +701-78.6 +701-90 +701-75.2 +701-90 +70f +701-71.2 +70!30 > _ 63" +155.7 +/-43.6 +701-80.7 +701$9.5 *1.69.3 +70(-77.3 +70130 +70(-723 +74 90 +70/$5.3 +l$6.9 +70/-90 +70/-78.5 +70/-74.9 +70(-9D +70/.71.8 +70/30 +76x 685 +l$1-8 +701-90 D ~ U) _o L � o m Q W ti Q W U FRAME TABLE 10: 10'MAX, -� ASSEMBLY TUBE T w Design Pressure(psf)far Windows Attached to a Horizontal From Assem*Tube T ® o N e WINDOW r n WetdOw Width WINDOW FRAME HEIGHT � a under Zr' 2515116" 27.314" W. _ 331/2' 35' 3T HEIGHT ASSEMBLY a�x� Anchor Anchor Anchor Anchor Anchor Anchor Anchor Grail Anchor Gr TUBE cwi m vi a Group Group Group Grail Group Grote a4 I WINDOW ADDITIONAL -Z o O o Al All All All B A C&D A B C&D A B C&D 10"MAX. �{ WIDTH ANCHOR o or o • • • •• (4),IF REQ. z z under 23" +7000 +701-90 +701-90 +70/-90 +701-921 +701-90 +701-90 +701-78.5 +70/-90 +70/-90 +111/.74.3 •7d*90• • •�i • (:(ADDITIONAL o w • • • • ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR 2515!16" +70/-90 +701-90 +70/.90 +701-90 +70/30 +701-90 +70/$8.8 *70/-90 +701_90 +70/$4 + -90 701 • ••• • (4),IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET 38-318" +7000 +701-90 +701-90 +70/-90 +711/•90 +701-90 +ro-9D +70/-90 +70/-90 +70/-90 +70/10 0701190• •• • • • 3 FOR ANY ADDITIONAL ANCHORS 48" +70(-90 +70/-90 +701-9D +70/.90 +70/-90 +701-90 +70(-90 a0/-90 +70/-90 +70/-90 +701-90 +701-90 WINDOW REQUIRED FOR THE FRAME ASSEMBLY 50-518 +701-90 +70/-90 +70/-90 +70/-90 +70/.90 +701-90 +70/.90 +70/-90 +701.90 +701.90 +701-90 +701-90 WIDTH TUBE. g60" +70/-90 +701-90 +701.90 +701.90 +70/.90 +7430 +70130 +70/-90 . +701.90 _ +701-90 - _+701- Efr SHEETS-1&4uFOR WINDOW ANCHOR - }� 63" +701.90 +70/-90 +701-9D +701.90 +701-90 +701-90 +70(-90 +70/-90 +7W-90 +701-90 +x101-95 +70.90• LUrATIi^V AND RIES.SEE SHEET 3WOR ANIADD1T60NNL ANCHORS 72" +701-90 +70/.90 +70/-9D +70/-90 +701-90 +701-90 +711-90 +70/-90 +70/.90 +701.90 •+70/.90 •7lYe9D• ••REgUIREEPKIR Tr E FRAME ASSEMBLY ! 16 76" +701.90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70/-9D +701.90 +70!-90 •1,701- + T�1BE• • • V . 64" +70(-90 +701-90 +701-90 1 +70/-90 +70/-90 +701-90 ... . .•. • 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • ••• • • • A.LYNN MILLER P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • p E A 58705 TABLE 11: FOR GLASS TYPES: - PRODUCTttg Design Pressure(pso for Single Windows,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090-SG-3/16 HS) >n complying withth the Florida 7)7/8"LAM&. IG:(3/16"AN- 1/4"AIR-3/16"HS-.090"SG-3/16"HS) q�pins aro de .062q.%) Window width . under 23" z515/16 z7-3/0/' 30' 33 1r7 W. 3r 9)7/8"LAM&. IG:(3/16"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS) M iaeupfft under 23' +9&-130 +90/-130 +901-130 +110/-13D +90/-130 +90/430 +901-130 'SG'=SENTRYGLA Y KURARAY AMERICA,INC. Dy !4fismi Product 25.15/16" +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/430 +90/-130 _ 38-318" +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 48" +904130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 - . 50-18' +110/-130 +901-130 +911/-130 +90/-130 +90/-130 +90/-130 +90/430 a m 60" +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 WINDOW HEIGHT 63' +9&-130 +90/-130 +9D/-130 +90/-130 +90/-1311 +90/-130 +90/-130 _J 72" +90/-130 +901-130 +901-130 +g0/-130 +90/-130 +90/-130 +901-130 O 76' +901-130 +90/-130 +90/-130 +90/-130 .+901-130 +g0/-130 +901130 WINDOW W ~ 84" +90/-130 +901-130 +90/-130 +90/ WIDTH-130 +901-130 } z°V SEE SHEETS 1&4 FOR F P I WINDOW ANCHOR (' 3 LOCATIONS AND QUANTITIES. Z o` 1 r TABLE 12: Q N Design Pressure"f)for Windm ows Attached to a Vertical Frame Assembly Tube o C7 J LL Q 0 _ WindowWidthWidthW L v ti under 23" 25-15116' 273&4" 30" 331/2" 35' 37' a 0 Anchor Group Anchor Group Anchor Grasp Anchor Group Anchor Group Anchor Group Anchor Group A B C D "A B C&D B A,C& A B C&D A B C&D BM+TO/-gD A B C&D 0000 W C:1 0 �~ under 23" +70/50 +701-90 +70/-90 +701-9D +701-90 +70/-9D +70/-90 +70/-90 +701-90 +70/-90 +7&-90 +701-90 +701-90 +70/-90 +70-90 +701-90 +70/-90 +70/-9D +70/-90 c Z 2515/16 +701-90 _ +701.90 *701-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +701.90 +70/-90 +701-90 +70/-90 +701-90 +70/AO +701-90 +70/-90 +70/-90 +701-90 +70l-90 0 o t' (n Z 383&8" +70/-90 .+70'•71.6 +701-90 +701-90 +701-81 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 -70190 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90W48' +701.73.1 +/57.3 +70/-90 +7x-9D +1.64.8 +70/-90 +701-90 +7x•90 +701-90 +701-90 +701$7.8 *70/-90 +701-90 +701-90 +701-90 +701.90 +701-90 +70/$8.9 +70/-90Y50 518' +/69.3 +&51.3 +701-90 +701-90 +!61.4 +70/-90 +70/-90 Of F +70/-90 +701 W +701-90 +701$3.2 +70/-90 +701-90 +701-90 +701-9D +701-9 +701-90 +701$4.3 +70/-90 > d Z 0 + +701-90 +701-75.9 +701-90 +701$9.6 +701-70.2 +701-90 +7x-80.3 +70/-76.6' +701-90 +701-75 +701-90 +701-71.2 +70/-90 > Z W 60" +1.58.5 +I�5.8 +70/$4.7 +701-90 +/.51.8 701$1.2 Q +701-90 +701-76.5 +70/-74.9 +701-9D +701-71.6 +70/-9D +701$6.5 +IV7 8 +70/-� _ 83" +1-55.7 +143.6 +701$0.7 +701$9.5 +/�9.3 +701-77.3 +70/-90 *701-723 +701-90 +7x$5.3 +I$t3.9 � W o Q v 1k O 0/(n cl) \o �W 6< FRAME 01 2 10"MAX. ASSEMBLY r TABLE 13: TUBE W � Design Pressure(psf)br Windows Attached to a Horizontal Frame Assembly Tube rn WINDOW ,fj 'n n a e Vlfindow Width WINDOW FRAME HEIGHT under23" 25-15/16" 27-3/4" W 33-117' 35' 37' HEIGHT ASSEMBLY z o Anchor Anchor Anchor Anchor Anchor Anchor TSE U m m a Gawp Group Group Group Group Group Anchor Group Anchor Group WINDOW ADDITIONAL w z o 0 0 WIDTH ANCHOR ~>a Y All A9 All All 8 A,C&D A B 4"&0 A B C&D 10'MAX (4)IF REQ 0 0 + +701 90 +70/82.1 *701 90 +7d�90 +70/-78.5 +7D/90 *70/-90 •* -74.3 + -� • • • • ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR o Z Z U under23" +701-90 +74-90 70190 ♦11 25-15/16" +701-90 +79-90 +70/-90 +7&90 +701.90 +701-90 +70/$8.8 -701-M +70/-90 +70/-8/ +70,1.90 - •• • ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET + AN IF REQ. 38-3/frE+M-90 +79 90 +79-90 +74-90 +74 90 +74-90 +79-90 *7D/90 +7019D +70/90 +7N-90 +�p/_13 3 FOR ANY ADDITIONAL ANCHORS' + • • • REQUIRED FOR THE FRAME ASSEMBLY 48" +70/-90 +70/-90 +79-90 +7&90 +7&-90 +70190 +701-90 +70/9x) +7a-9D +701 90 +70/90 I WINDOW I TUBE. = 50.5!8" +701-90 +70190 +701-90 +7&-90 +74-90 +7090 +70/-9D +70190 +701-90 +70190 +70/-90y✓IpTM60' +7&-90 +70190 +7&-90 +7990 +7&-90 _ +70'-90 +701-9D_ +70/-99 - -+701_90- + _ +714-W EE SHI-�EETS 1&4 FOR WINDOW ANCHOR83" +70190 +7990 +701-90 +7&90 +70("90 +7&90 +701-90 +70/-90 +701-W •+70190 +gyp/ • OCATIbNS AND QUANTITIES.SEE SHEET •3 FOR ANYl1DDITIDNAL ANCHORS 72" +79-90 +7&-90 +71/90 +701-90 +7&-90 +7&-90 +701-90 +70/-911 +7&-90 +701490 +4+x-10EQl11f+EDIOCT4FRAMEASSEMBLY 76" +7990 +7990 +70/90 +79-90 +70(90 +7&90 +7990 +701-90 +701-90 +70/- •+70/ + • BE. • • 84" +70190 +79.90 +70/90 +7(11-90 +70190 +70190 NOTES: ••• • • • • ••• • • - 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • • 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 6 • oe e•• • • • • A LYNN PnEA587E05 P.E. -FOR GLASS TYPES-- - - - - TABLE 14: Design Pressure(pet)br Single Windows,All Anchor Groups 5)7/8"LAMI. IG:(1/8"T-7/16"AIR-1/8-AN-.090'PVB-1/8"AN) pRoOUCT REVISM 'PVB"=BUTACITE PVB BY KURARAY AMERICA,INC. 3t c.VtyM wilt ow Fbirida Window Width Budding Cob *29-21 Accaptanoc No rP under 23" 25-15116' 27-314' 30" 33-1/2' 35' 37' r-+ 'Dare under 23" +701-90 +70/40 +70140 +701-90 +70/490 +701-80 +70/-00 By 25-15116" +701-90 +70/-90 +70/-00 +70/-90 +70/.90 +70/490 +70/40 m""i&mI c Product 38.3/8" +70/.00 +70/-W +70/-90 +70/-00 +70/-90 +701.90 +70/490 48' +70/-90 +70/40 +70/490 +701-90 +70140 +70/-90 +701.90 50-518' +701-90 +70/-90 +701490 +701.90 +70140 +70140 +70140 m 60" +701.90 +70/490 +70/490 +70/-00 +70/490 +70%68.6 +701434.6 WINDOW e 63' +70y-90 +701-90 +70/40 +701490 1 +70/-07.2 +70/434 +701.79.9 HEIGHT J 72" +701-90 +70/80 +701438.5 +70/.81.5 +BN-70 +601-09.4 +80017.6 � 76" +701-90 +701490 +701.86.3 +70/-78.7 +64/437.2 *60/45.2 +60183.3 � WINDOW� LU � 84" +70/490 +70/-00 +701481.3 +60/711 +641431.8 WIDTH SEE SHEETS 1 8 4 FOR a U WINDOW ANCHOR C7 ;0 LOCATIONS AND QUANTITIES. Z o TABLE 15: _ t Design Pressure(pat)for Windows Attached to a Vertical Frame Assembly Tube < CO LL c ffnn Window „ V ndow Width O under 23' 2573/18' 27-3/4' 30• 331/7 35' 37' a W N CO Anchor Group Anchor Group _ Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (L Q A B C D A 8 CdD B A,CdD A S CdD A B CdD B A,CdD B A,CdD � (n under 23' +70/-90 +70/490 +70140 +701-90 +70/-W +701-00 +70140 +71)140 +701-00 +701.90 +701490 +701-90 +70/490 +70490 +701-00 +70490 +70/490 +70/-00 +70%90 CCD LU ; U) 2 -15/16' +70/-90 +70140 +701430 +701-90 +701430 +70/.90 +70/490 +701.90 +70/-0D +70/40 +70/490 +701490 +70/-90 +701.90 +74+80 +70.90 +70/490 +701-00 +70140 o Z 38-318' +701-90 +70/-71.6 +70160 +701-90 +70/481 +70/-00 +70-00 +70/.W +70/-00 +70/490 +70/-08 +701-00 +701-90 +70/.9D +701-00 +70/-00 +701-00 +70/-00 +70/-00 0 o O (= Z_ 48' +70/-73.1 +/-55/.3 +70/40 +M-913 +1444.8 +70/60 +70160 +70/-00 +70/-00 +701-00 +70/-5/.8 +701-00 +701.80 +70/-76.6 +741490 +70/-00 +70/-0D +70186.9 +70160 _ U 505/8' +1.69.3 +/54.3 +70140 +70/-90 +1431.4 +70160 +70/490 +70/40 +70/-W +70/-90 +701-032 +70160 +701-90 +70/-74.8 +701-00 +70/-139.2 +70/-011 +70/.84.3 +701-00 64• +188.5 +/.45.8 +70/-84.7 +70140 +/-61.8 +70/-01.2 +70140 -70/-75.9 +70/.90 +70/49.6 +70(-70.2 +70140 +70140.3 +/132-0 +70140 +701-75.2 +70146.6 +70/71.2 +70/44.6 Cl) a Z �C Lj 63• +1435.7 +/.43.6 +70/-00.7 +70/49.5 +/49.3 +70/-77.3 +70/40 +701-72.3 +70/-00 +70/-05.3 +/-05 9 +70140 +70176.5 +/59.9 +70147.2 +70/-71.8 +70/44 +/5-/.8 +70/-79.9 ZiJ) c C0o v ii.) o Q FRAME m Q a(q (n m V 11)'MAX ASSEMBLY u e W °Q ? I TUBE o ' 9 C) t=(5 N TABLE 16: w WINDOW D Design Pressure(psq br Windom Attached to a Horizontal From Assembly Tube HEIGHT crn� N W"allow Width >n a a ADDITIONAL xJ under 23" 2545/18' 27314' 30' 33.1/Y 35' 37' WINDOW FRAME J r.. i HEIGHT ASSEMBLY -�WINDOW ANCHORz„i O v Anchor Anchor Anchor Anchor TUBE WIDTH = m a Group Group Group Group Anchor Group Anchor Gawp Anchor Group (4),IF REQ. v-o wZ AA AA All All B A C d D A 8 C d D A B C d D 10•MAX, SEE SHEETS 1 d 4 FOR WINDOW ANCHOR o or o 0 •MA •• LOCATIONS AND QUANTITIES.SEE SHEET o Z Z w under 23' +701-90 +70/ +70!-00 +70140 +701421 +701-00 +70/-00 +70/-78.5 +70/40 +70140 --JT-4.3 • • • •4• • gppITIONAL 3 FOR ANY ADDITIONAL ANCHORS c> 2515/16' +70140 +704 +70/60 +70/430 +70/490 +70140 +70/438.8 +70/40 +741-00 +70184 490 470/490• �• •• ANC IiOR REQUIRED FOR THE FRAME ASSEMBLY 38-3/8' +70/40 +701-00 +70140 +70/40 +70/.90 +7040 +70/40 +70/40 +701-00 +70/4)0 +70/80 070090• • • • • • (4),IF REQ. TUBE. = 48" +701-90 +70/40 +70140 +70160 +70140 +70/-01) +7(/40 +70140 +70/490 +70/40 +701-00 +741 • • •• x� 50-WW +70160 +70/4 +70/40 +70/60 +70/40 +70/40 +70160 +70/40 +70/40 +70/-01) +701-00 +7040 WINDOW�- g TH 60• +701.90 +70/40 +70140 +70/40 +70/40 +701-00 +701.88.6 +70188.6 +701.88.8 +70184.6 +701 .6 +701-04.8 •tiBE SHEETS 1 8 4iOR WINDOW ANCHOR - 83' +70140 -70140 +70/40 +70/490 +70/.87.2 +701872 +70/434 +70/84 +70/44 +7W-79.9 44'0/-7W +70%79-0 - WdCAT10 Dt3UANTITIES.SEE SHEET 7Y +70/40 +70180 *70/-08.5 +70/81.5 +60/-70 +601-70 +80/489.4 +6089.4 +50/89.4 +60187.8 •+ •6 f60/ • FOD1 0tIALANCHORS 76' +70/40 +70140 +70186.3 +70/-76.7 +50/472 +80187.2 +60/45.2 +841452 +80/85.2 +64183.3 + +60 .3 •R30UIRED FOR 7H.FRAME ASSEMBLY 84' +70/-90 +70140 +7(1.81.3 +80/-70 +80/41.13 460141.8 TUBE. NOTES: ••• • • • • •••Y • • 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • • • • • ••• • • • A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • P.E.i1587D5 -TABLE 171 -FOR GLASS TYPES: - - Design Pressure(pso br Single,Windows,All Anchor Groups 6)7/8"LAMI. IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) PRODUCTREVISED a 8)7/87 LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) Bwiding complying �r'"F'°°'� Window Width Aomptmnce No Wo-C62R•41 under 23" 25.15118 273/4" 30" 33.1/7 35' 37" "SG--SENTRYGLASPBY KURARAY AMERICA,INC. Dsrc under23' +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 - BY 25-15116' +90/_130 +90/-130 +90/-130 +901-190 +901-130 +901-190 *901-130 Mimi 38-3/8" +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90%130 48', +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 a r = 50.5/8• +90/-130 +9p1-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 g 60' 1 +901-130 1 +901-130 1 +901-130 1 +901-130 1 +90/-130 1 +90/-13D +901-130 WINDOW HEIGHT 63• +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 J 77 +90/-130 +901-130 +90/-130 +901-130 +9D/-130 +901-124.6 +901-115.7 ' O Ar +901-130 +901.130 +90/-130 +901-130 +901-126.2 +901-118.7 +9p/-109.8 WINDOW I_ W 84" +901-130 +901-130 +90/-130 +901-130 +901-118.4 WIDTH r� d oU SEE SHEETS 1 i 4 FOR � � z WINDOW ANCHOR 06 r 3 0 LOCATIONS AND QUANTITIES. Z o J TABLE 18: AJy' r a J U r Design Pressure(psq for Windows Attached to a Vertical From AssuYMy TubeLL FT] 25Wirndowwla0l � LU m O Window 23" .15116' 27-314• 30' 33-V2' 35' 37" 0- Q L, O Anchor Group Anchor Group Anchor Group - Anchor Group Anchor Grail Anchor Group Anchor Grail 0,11 A B C D A B CiD B gCiD A B CiD A 8 CiD B gCiD A B CiD � under 23' +701-90 +7x-90 +701-90 +701-90 *701.90 +701-91) +701-90 +7x-90 +701-90 +70190 +7(Y-90 +701-00 +70/-90 +7x-90 +70(M -701-90 +701-90 +701-90 +70l-90 +701-90 Q Z r 25.15116" +701-90 +701-90 +701-90 +70190 +701-90 +70190 +701-90 +70190 +7490 +701-90 +701-90 +701-90 +7&90 +701-90 *70f-90 +701-90 +701 701 -9D +701-90 +701-90- + -91) i 00 ? $ O D Z 38-318" +701.90 +70/-71.6 +701-90 +701-9D +70/91 +701-91) +701-90 +70/90 +70-90 +70190 +70/90 +70190 +70/-90 +70/90 +70/-90 +70190 +701-90 +701-90 +701-90 +701-90 _ V 48" +701-73.1 +/-57.3 +701-90 +701-9D +194.8 +70190 +70,/-90 +701-90 +7490 +701-90 +70/-07.8 a+701-90 +701-90 +70190 +70'90 +701-90 +70190 +70190 +70/-08.9 +701-90 Y LU tY F 50-5J8• +1-69.3 +1-54.3 +701-90 +701-90 +1.61.4 +70190 +70/91) +70190 1 +701-90 +70190 +701.83.2 +70190 +70(-90 +701-90 +7d-9D +701-09.2 +70190 +70/90 +7&44.3 +70190 ,3: a W 0� BO" *1-58.5 +/-45-8 +70t-84.7 +701-90 +1-51.8 +7&$1.2 +701-90 r7d-75.9 +7&90 +70f.89.8 +70/-70.2 +70/-90 +7a.8D.3 +7x-78.8 +70/-90 +701-75 2 +701 91) +701-90 +70/-71.2 +701-90 O 63" +155.7 +/-43:6 +701.80.7 +70/-89.5 +/-49.3 +7&-77.3 +7x90 +70/-713 +7&-90 +7x-05.3 *1$6.9 +7x90 +701-76.5 +701-74.9 +70190 +701.71.6 +701-90 +70198.5 +1-07.8 +701-90 m' (n .20 o Q i a' uW mQ FRAME 10•MAX. ASSEMBLY.. TUBE TABLE 19: T T Design Pressure(pin for Wbdows AUsched to a Horizontal Frame Assembly Tube WINDOW 0 r n N a a - HEIGHT r, n Window Mlidtlr O P- -��-WINDOW FRAME =W x0 under 23" 25.15116• 27-3/4• 30' 331/2' 35' 37' HEIGHT ASSEMBLY =u m V a ITIONALI Anchor Anchor Anchor Anchor Anchor Anchor A11c11�GrOtlp TUBE WINDOW ANCDHOR 'a r Group P W �W GrWP �W Gro Grow Gro 10'MAX. WIDTH (4),IF REQ. AB All All All 8 A,C i D A B C i D A •S • • Cri Ds • • •••�� • o z Z w • y i SEE SHEETS 1 i 4 FOR WINDOW ANCHOR under 23" +701-00 +70/-90 +701-00 +70/.90 +70/.82.1 +70/-90 +701-00, +70/-78.5 +70/.90 +701-00 *70/-74.3 •+701 • •I • ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 25-15116' +70-90 +701-90 +70/-90 +70/-00 +70/-0p +7&90 +701-08.8 +70J.60 +7x-90 +7x-u + -0p •+ •: • ANCHOR(4)'IF REQ. 3 FOR ANY ADDITIONAL ANCHORS • • • • • • 38318' +70(-90 +701-00 +701-00 +7x-80 +70140 +7&-00 +70/-0p +7x-00 +7x-00 +701-00 A0f-911 +7d� REQUIRED FOR THE FRAM ASSEMBLY 48' +70/-00 +70/-00 +701-00 +70/-00 +701-90 +701-90 +701-00 +701-00 +70,40 +701-00 +70/-90 +701.90 I WINDOW I TUBE. - 50-&W +701-90 +701-00 +701-00 +70/-00 +70140 +74-90 +70/-00 +701-00 +701-00 +70140. +701-00 +701-00 -�I WIDTH IF 60" +70/-00 +701-00 +70f90 +701-00 +701-00 +701-90 +70/-00 +70/-00 +701-00 +70140 •+7 + •SEEETS 1*4 FOR WINDOW ANCHOR • 63" +701-90 +7x-90 +701-90 +701-00 +7x-01) +70f-9D +7W.90 +7x +7x-00 +70140 •* + •LOCA A&D OUANTIIIES.SEE SHEET 3 FOR ANNAD©ITIONAL ANCHORS / r 77 +701-90 +701.90 +701-00 +70/-00 +70190 +701-90 +701-00 +70140 +701-00 +70/-00• +70/40 *70-9t I 42EQUIRECtFOR TRE FRAME ASSEMBLY 76' +701-90 +701-00 +701.90 +7x-00 +7x-00 +70/-90 +7x-80 +701-00 +70/40 +7x-90 +701 +7040 • TUBE. • • 601• +701-00 +701-00 1 +701-90 +701-00 +7x-00 +701-00 NOTES: ••• • • • • ••• • • .. 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • • 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • ••• • • • A LYNN MILLER,P.E. • • • • • • • • • • P.E.#58705 is TABLE 20: - Item Dwp. Desorlptlon Material ASSEMBLY DETAILS 1 7002 Main Frame Head,Sill&Jamb 6063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR 2 7071 Anchor Plate 6083-TB Mum. 3 7003 Sash Top,Bottom&Side Rall 606348 Alum. 4 7008 Frame Corner Key steel 5 1 7009 jSashComerKey Steel 3 6 1 7078 Frame Gasket Vinyl Foam 7 1 7072 ISash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187"x.275" Flex PVC 70 10 7024 Maxim Multi-Point tock steel SASH 11 7026 Lock Support Plate Steel 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER CORNERS 13 7013 Tie Bar Guide NylonTABLE 3.SHEET 4 2 1 14 7015 Tie BarAssembly Steel or SS 15 7028 Maxim Dyad Operator,WWr-24" Steel b 16 7027 Maxim Dual Arm Operator,VIW>24" Steel b 17 7030 Operator Gasket Vinyl Foam 7 18 7031 OSteel lator Baekin Plate 19 7051 Operator SacerBlock Nylon 3 20 7032 Stud Bracket Steel 21 7033 OperatorTrack&Slider Dual Arm Steel 22 7023 Egress Hina(Heavy Duty),Manuf.b Truth Steel j 23 7050 Egress Hinge/Washable(HD),Manulf.by Truth Sted 5 24 Snubber,Anti-blowout ClipSteel 32 1713 Setting Block 5/32'x 3/16!'x 1-1/4" EPDM 33 1714 Setting Block 5/32"x 7/15'x 1-1/4" EPDM 35 7036 Lami Bead B W83-TS Alum. 85 36 7042 Lami Bead C 6063-78 Alum. 37 7059 Lami Bead D 6063-18 Alum. 38 1224 Vinyl Bulb Wst Thick Flax PVC 70 1 39 1225 Vinyl Bulb Wstp Thin Flex PVC 70 50 Dow 899 SiliconBaekbeddin 60 7006 Screen Frame 3105-1-114 Alum. INTERIOR 61 7040 ' Screen Corner Key Polypropolene 62 IScreen Cloth Fiberglass 6 63 1635 Screens line EM.PVC 64 320 Screen Spring Stainless Steal 4 70 134 Add-on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6 Mum. FRAME 80 #8-32 x 2"Ph.Pn.Mach.Scr TYPES Stainless Steel 81 1 1157 #8x 1/2"Ph.Pn.SMS Stainless Steri CORNERS 82 #8 x 5 8"FI.Ph.SMS Stainless Steel •• • • • • i -9— PRODUCT REVISED • • • • • • • plying dw Florida "Idi Code 83 #8 x 7/8"Fl.Ph.SMS Stainless Steri '• •i a' i i• •• A=ptan=No t6-o&2AI.21 84 #8x 1"FI.Ph.TEK Stainless Steil ••: 4ir•... .�.•'- . • •• Revised By: Dote: Revision a, ExpirromDaft 119 85 #8 x 1"Quad Pn SMS Stainless Steal - By Mi P. 86 #8 X 1-1/2"Quad Pn SMS Stainless Stealteal '. Revised By: Date: Revision Ar 87 #10 x 1/2'Ph.Pn./TEK Stainless Steil _ •:"a•• = • ••• — -_ _ - #10-24x 911V'Ph.Pn,TYPE F Stalnkss Steri • • e. • • • 90 #12 x 1"Ph.Pn.TEK Stainless S ••• • • • •• • • ® Description: Drawn By: 6 «.' BOM AND CORNER VIEW J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM 8r SM 08/08/12 P.O. BOX 1529 ••• -•.. � r-�. • ••• t�KOM15, FL 34274 • • �•' • • • Series/Model: Scale: Sheet: Drawing No. Rev: ".1 'ark' eLr . of AUTH. #29296 CA-740 NTS 10 OF 11 MD-CA740-LM B .062' J 1.124' �— T _ 4 NOM. .434'TT 2.919• . } .125' SILICONE HOT-MELT BUTYL 439" _Om 2.701• STRUCTURAL NOM. SILICONE 1 159' 062' STRUCTURAL 1/4"NOM. FOAM 3/16"NOM' POLYISOBUTYLEN WITH �— 2.764• 2.139' WITH DESICCANT DESICCANT ,093• EXT.GLASS EXT.GLASS ( , FRAME HEAD, - O SASH TOP, 71 FRAME 10 SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 INT.GLASS INT.GLASS 1.356' 2203' 1�0 KODISPACE 101 SUPER I �,1. '040' 1.�• ll 4SG TPS 8 SPACERWNXTT"' � az3• 1 .�" .09rq==L j FIXED .093• ANCHOR PLATE SCREEN FRAME ADDON FLANGE ALUMINUM 2 #7071,6063-T6 60 #7006,6063-T6 70 #134,6063-T6 REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16"NOM. 5/16•NOM. SEAL BUTYL& ROLL-FORMED SILICONE SEAL �0. -y{.706• 050' DESICCANT 'I1 FOAM STAINLESS STEEL EXT.GLASS .865 .865' EXT.GLASS 35 BEAD B 36 BEAD C ' INT.GLASS INT.GLASS #7036,6063-T6 #7042,6063-T6 DURASEAL& XL EDGETm ,oz SPACER 103 SPACER 17r .870" .050' Part# Description Material •5W 100 Kommerling 4SG TPS Spacer System BEAD D 37 PRODUCT REVISED 101 Quanex Super Spacer nXF with Hot Melt Butyl See this .• .•• • • • •#.7059,6063-T6 as complying with the Florida Sheet for I3w'�SCode 1�-�(o2q•21 • • •. . . . . . Aeekptaoce No 102 Qulanex Duraseai Spacer Materials • •• • • • • Expirationtate 201's • • e • • • Revised By: Dote: Revision B: 103 Cardinal XL Edge Spacer •• •" ••. + • •• JR 05/05/16ADDED THIS SHEET gq REFERENCE TEST REPORTS:FTL 8717,8968&8970 WITH SPACERS. NJ;� Stolt Revised By: Date: Revision A: ` - — — - :: • •e,� ;• • • Description: Drown By: �'• €(G EXTRUSIONS &SPACERS J ROSOWSKI 1070 TECHNOLOGY DRIVE Tine: Dote: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM &SM .08/08/12 P.O. BOX 1529 ••• • • • • ••• • NOKOMIS, FL 34274 Series/Model: Sole: Sheet: browing No. Rev: • • "• • • • • LYNNMY 11.E. • • CERT. OF AUTH. #29296 CA-740 NTS 11 OF 11 MD-CA740-LM .$ � e� r l t f MM®DiADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.trov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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,jaiiseliction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dada Colmly Prodeet'Eontrol••••;• Section that this product or material fails to meet the requirements of the applicable bafldi*code. ;••• •. This product is approved as described herein, and has been designed to comply NIAll W Florida'$uilding Code,including the High Velocity Hurricane Zone.- ..•.•. 000* DESCRIPTION: Series`IPW-701/720/820"Aluminum Fixed Window-L.M.I. '....' '..' ..... APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window'Ihst'%tion QMM%nes", sheets 1 through 11 of 11,dated 04/12/13,with revision B dated 05/05/16,preparedV.}��manufactuiei signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product:Cosirol Re%isionk stamp... . „ with the Notice of Acceptance number and expiration date by the Miami-Dade Court jy Proal oftntrol Section. •••••• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0528.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ® NOA No. 16-0629.14 MlAMFDADE COUNTY Expiration Date: Februaiy 19,2019 y7/1 )j�p Approval Date: August 04,2016 !! Page 1 { PGT Industries,Inc. { NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. ' (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 4 B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace.4$C TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTI`';►spaoer syst'eaddd XL...... EdgeTM spacer system at insulated glass,prepared by Fenestratioret4ting Labottitory, •, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-S'M,"date(f"ff/16/15,6""*Oo 06/07/16 and 06/02/16 respectively, all signed and sealed by Ida }i,s,(5rteg'P.% •••• 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading pa-tft TAS 020 24 ••%••• 3)Water Resistance Test,per FBC,TAS 202-94• •• 000* ••••;• 4)Large Missile Impact Test per FBC,TAS 20VV4•: ' 5) Cyclic Wind Pressure Loading per FBC, TA!201-094 :0-0- ,v• �, .0000. 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 21)2-940.. . 0 0 along with marked-up drawings and installation diagram of an aluminum fixed• window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7212, dated 03/21/13,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 13-0502.03) 3. 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. F FTL-3835 and FTL_-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) l Man el Pe ez,P.E. Product Co trot aminer NOA . 6-0629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-1 i r r , 4 r I { 1 ' I ' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony'Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. . Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 124LV16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,�l4nc. for't�ailr' .... . "Kuraray SentryGlas® (Clear and White) Glass Interlayers"gated 06/25life,• • expiring on 07/04/18. •'"'• 0000 '•"••• 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket c* *fying jVjth She ;••••; following: • a) ASTM C864 Specification for Dense Elastomeric Compressiol;f$gal Ga§kets;• •• ••' Setting Blocks, and Spacers with Option II exceptions. •• •• •••• ••••;• b) ASTM D412 Standard Test Methods for Vulcanized Rubberana'�hermopla stic ••• Elastomers—Tension of 1600 PSI. •••••• c) ASTM D395B Test Methods for Rubber Property—Compre'saion get foir�IRS 158°F. •• d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic�Elastomers of 143 lb/in. r , Manuel PE�9.14 E. Product Controler NOA No. Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 i 1 ,: k r r PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED k F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 20, 2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) .2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) k .. • 4. Laboratory compliance letter for Test Reports No. FTL-3835 *d FTL-38%•dated ...... 07/18/03 and 07/31/03 respectively,all signed and sealed by Josepll•C. Chan,PV.•• • (Submitted under NOA No. 03-1105.01) �' •••••• 5. Proposal No. 16-0125 issued by the Product Control Section, dated warch 09„20•]6, :•••• signed by Ishaq Chanda, P.E. '••..' : '..• ••• • G. OTHERS •• •• •••• •••••• 1. Notice of Acceptance No. 15-0528.26,issued to PGT-Industries I r 4r Seri6s'tPW- ••; • 701/720/820”Aluminum Fixed Window—L.M.I."approved on C17/Owl 5 anQ t5 j;ring • on 02/19/19. •• ... .. • f b, C t Manuel aI.E. Product Contr Exa iner NOA No. 629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-3 4 r h t STANDARDS USED: GENERAL NOTES:SERIES 720/820 - — _ 02014 FLORIDA BUILDING CODE(FBC),5TH EDITION- DESIGN PRESSURE RATING IMPACT RATING IMPACT RESISTANT FIXED WINDOW •ASTM E13DO-09 VARIES, RATED FOR LARGE&SMALL •ANSYAF&PA NDS-2012 FOR WOOD CONSTRUCTION SEE SHEETS 25- MISSILE IMPACT RESISTANCE \ *ALUMINUM DESIGN MANUAL,ADM-2010 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY' 48"TIP-TO-TIP WIDTH •AISI-5-100-07/52-2010 HURRICANE ZONE(HVHZ). 47"BUCK WIDTH 46'BUCK WIDTH 48"BUCK WIDTH 441/4"VISIBLE 45-1/4'VISIBLE 45-1/4'VISIBLE 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH Pi20DUCTREVISBD WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH asc•mptyms Wilhdopkrib INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD6"MAX. -+� 6'MAX. F,SHEET 8 2"MAX. BWd VCa& LITE(CAP)MUST TEMPERED. B,SHEET 6 D,SHEET 7 H,SHEET 9 A�sepnaaN�o t6- Z jJSST� l�pir•ti••;i2n[s 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, By USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY Miami fY•"hset ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A C I C E.SHEET 8 I E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 G,SHEET 9 G, HEET 9 c 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE _I_ _ _ _ HEIGHT I— — — gOqK I m CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE r HEIGHT — — — — JR-05/05116-ADDED SHEET 11 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1/4" I 93-1/4" ct WITH SPACERS 3 MOVED PARTS. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 12"MAX / VISIBLE 12'MAX. / 93.1/4" / VISIBLE v O.C. LIGHT O.C. VISIBLE 5'MAX HEIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE I / HEIGHT j LIGHT O.C. I / LIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / 96" I HEIGHT I / 96' m THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO BUCK U) ARCHITECT •naa ARCHITECT OF RECORD,(AOR). I TIP I I HEIGHT HEIGHT a 0 o 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I I I w, BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF j 1 CD N cm cm Ix atop Q (V� SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 I 1 I I w O ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION O ' N J ANCHORS SHOULD BE SEALED.OVERALL I T U- 0 Z �8 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 6' T L.F.SHEETS Z LL to LL m 6' g-a I f� 12"MAX.O.C. D-�{ �- 12"MAX O.C. _ H.SHEET 9 =LLl !A W INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET 6 MAX. SHEET 7 2'MAX � 50 X- THE SCOPE OF THESE INSTRUCTIONS. 5"MAX.O.C. W- O g 2 ON s)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR co 0 TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION 0> O Ye Z zz LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z D- z °D O SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING v I- Q APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE :5W O SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: J THEM BY THE WINDOW. 12'0.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK Q W GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. co) 06 11a4s 7)DESIGN PRESSURES: GENERAL NOTES........................1 ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® m Z '0 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. Ul W TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O 0 z E1300. DESIGN PRESSURES..................2-5 12"O.C. F.--WIDTH �I I� WIDTH -+-I 1+-WIDTH�•i WIDTH +{ Q a z 31MS B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX / r--- -- -- r -I r- -1 p Z Q o 0 PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......704 IT ANALYSIS AND GLASS PER ASTM El 300. INSTALLATION,INT.FIN A..........8 / r p W INSTALLATION,INT.FIN B...........9 / O I Lu I p p U W 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6" x l I x I x I I x11 ( I LL WVr d d DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES......_........11 MAX L J 1 L- J ILL osap swag TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................11 - INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS •• ••• • • • • • •• • IDTH WIDTH WIDTH +{ �- WIDTH+I ,\t iii PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR • •-•YY •�� - • ""jt' L' TABLE 1: --I T OL -I YTHE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT ••COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Typ• Deaoiiption Sfaxt • • _SHALL MEET THE REQUIREMENTS OF THE FLORIDA tK BUILDING CODE FOR CORROSION RESISTANCE. 1 7/16'lent' 16'An-.090'PVB-3/16'HS 2 w Ei 10 w w2 7116'Larttl 16'HS-.090'PVB-3116'HS 219)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 3 1-1118"Lami.IG 16'T-7116'Ah-3!16'An-.090"PVB-3H6'HS 3 • •4 i 1 - -J Y T3 ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA4 1-1118'l alni.IG 16'T-7116'Air-3116'HS-.090"PVB-3118"HS 3 • • w • • • •• r (�j NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN • •�-- •-•WIDTH---r•�{ • �" WIDTH +{ (� WIDTH y{ WIDTH � - , x 5 7/16"Lama 16'An-.090"SG-9/16'Aa 4 i •. % ATE O t MANUAL. --r r ` --- r- --1 F .' �'�✓ 8 7/18"Lam 16'HS-.090'SG-3116"HS 4• • • r--- '.. �.... • • • • .� lig. �.`OnlC;i ,t. 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 7 1-1/16'Lam1.IG 16'T-7/16'Air-3/16'An-.090'SG-3/16'An = _ _ �i .�f ••.•-• CN 8 1-1116'Lami IG 16'T-7/16"Air-3116'HS-.090'SG-9178"HS 5 SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES t� O I c� !IQh ls, ,a`+`+ MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG"-'KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. m x I x I I x 1 l,w -PVB"='KURARAY suTAcrrO PVB INTERLAYER"BY KURARAY AMERICA,INC.• •1 • • • 0.00 • •+ i A.LYNN MILLER,P.E. • 1• •. ••• •r`- - P.E.#58705 ••• • • • ••• • • TABLE 2: T Window Design Pntssure(+l-,psf)forG1ww Type 1 Lane Side(in) 7/16"LAMINATED 67-7/8 72 76 60 84 88 92 96 100 104 109-V2 30 +180 +180 •+/_80 +/$0-- +/-80 +1$0 +1-8D +/80 +/-SD +1-80 +/80 GLASS STACK 32 +/80 +/-80 +/80 +/80 +/80 +1-80 +1$0 +180 +180 +1.80 .1.80 .090"PVB INTERLAYER 34 +/Bp +180 +1-80 +/-80 +180 +180 +1.80 +180 +/$0 +/-79.8 +/-79.4 36 +I80 +180 +180 +180 +180 +I80 +I-79.7 +/_77.2 +175.1 +1-73.4 +1-722 3116"HEAT STRENGTHENED GLASS 38 +1-80 +1-80 +/_80 +1.80 +180 +/-78.1 +/-75.2 +/-725 +1.70.3 +1$8-5 +1$6.3 3116"ANNEALED GLASS PRODUCTompto REVISED 40 +1-80 +1-80 +/-80 +1• as Building odvyighelteFtwifte 79-8 +l-77.2 +1-74.3 +i-71.3 +7$7.9 +1415.1 +!$3.4 +l-81.6 4 11 B•��C'O� yy- 42 +/80 +180j+1-78_9 +1.77.4 +1-74.3 +1-71.3 +1.88.2 +1.64.7 +181.6 +1.59.8 +/-58-2 A�ept••oe No ,L,�U7 29 518" 44 +180 +180 +l-75.4 +/-72.1 +1$8.9 +i$5.8 +1$22 +159J +157.5 USED AT CURVED Dat48 +180 +1-80 +1.73-g +/_70.1 +1$68 +1$3.5 +1$0.3 +157.7 FRAME MEMBERS ONLY48 +/-80 +I-79.3 +1-71.9 +/-68.3 +1-64.9 +1$1.5 +/-58.2 @ 11-7/8'O.C.MAX GLASS BITE LONG SIDE BY 50 +1.80 +!-77.5 +/-70.3 +/-66.7 +1-631 +/-59.7M' a Vroduet52 +1-79.1 +1.75.6 +1.88.8 +1$5.1 +1$1.5 1-354 +1-77.4 +/-73.8 +1$7.3 +183.5 SHORT 56 +/-758 +/-72 +1-65.3 EXTERIOR SIDE 58 +/_74.2 +1-70.3 +166.8 � 20 13 m 60 +/-727 +/88.7 +185 1 ; 62 +171.2 +1$7.1 GLASS TYPE 1 V 64 +/-65.5 LONG SIDE -+►{ 68 +1.88.3 67-7/8 +1-67 NOTES- > Ym 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT SIDE U)U) .a . 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. _ x � O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p TABLE DIMENSIONS MAY BE 0 g WN ORIENTED VERTICALLY OR O- A_j c Z n HORIZONTALLY AS SHOWN.I Z LL u1 IL W Zi -0'a o •- W VU g TABLE 3: W 00 IN W M O Window Design Pressure(+E,psf)forGlass Type 3 b > O Y Z Long side(in) z a z W LL 67-718 72 76 80 84 88 92 96 100 104 109-112 1-1/16"NOM. LAMINATED w Q 3p +180 +180 +180 +/-80 +180 +I 80 +180 +/80 +180 +/80 N 80 GLASS STACK 7/ STACK < Q cV 32 +1.80 +1-60 +1.80 +1.80 +/80 +180 +180 +I80 +1$0 +180 +180 3/16'HEAT I- I- 34 +1$0 +180 +1.80 +180 +/80 +/.80 +180 +180 +1.80 +/80 +1$p SHORT U) W /aavS STRENGTHENED GLASS 36 +I80 +180 +I80 +1$0 +180 +1M 0-80 +180 +18D +I-BO +1.80 3/18'TEMPERED GLASS SIDE ia' Z D-' 38 +180 +180 +1-W +/80 +150 +180 +180 +1$0 -1-794 +1-76.4 +1-74.3 3118'ANNEALED GLASS H 40 +180 +180 +/-80 +180 +180 +/80 +/BD +/-767 +173.5 +1-70.9 +/$9 7/16"AIR SPACE .090'PVB = 0 V) Z 42 +180 1 +180 +1-80 +180 +180 +180 +/-77 +i-731 +1$9.6 +1-88.9 1 +1416.2 INTERLAYER Q a � al°JS 44 +180 +/80 +1-80 +180 +180 +/-77-8 +/-74.1 +/-70-3 +187.5 +/-63.9 11 aL Z d 46 +180. +1-80 +I80 +180 +1-79.2 +1-75.4 +1.71.7 +/$8.1 +/85.1 5 O Z N N v 48 +180 +180 +1-80 +180 +/-77.2 +1-73.3 +1$9.5 +185-8 LONG Ur r op USED AT CURVED � SIDE W W 50 +180 +/80 +1.80 +1-79 4 +1-75.3 +/-71.3 +1$7.5 5/8' W UJ r FRAME MEMBERS ONLY 29 t) X W a d g 52 +180 +/-80 +/80 +/-77.7 +1-73.5 0-%5 @ 11-71W O.C.MAX. GLASS BITE N54 +180 +180 +/-79.6 +/-7$ +1-71.8 1LL -3 aq1 '�raQ sauaS 56 +180 +180 +/-77.5 +/-73.8 •• ••• • • 58 +/80 +/-79.4 +/_75-4 • R R• • • • 60 +/80 +/-77,6 +/-73.5 • • /1a, 82 +180 +/-75.8 •• •: :�• : • •• 1 • 13 SHORT 64 +1-78.8 +1-74 •• 000 •• • 1 • SIDE 66 +/-77.2 GWS"PE 3 67-718 +/-74.9 - NOTES: -- - - _ •-TI ••• • ••• • \t 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TOP DIMENSION TO DETERMINE BUCK DIMENSION. • • • • • • ••• (7 R► 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �• • • • • ••• • • L D _ 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELrrl I W(TFk • a • • • V,-` ••• • • • • ••• • • A.LYNN MILLER,P.E. • • • ••• • • • P.E.#58705 TABLE 4: Window Design Plesswe I;4/",psi)for Glass Types 2 3 4 Lalp Side(n) 67.7/8 1 72 76 80 84 88 92 96 100 104 1031/2 112 118 120 124 126 132 135 140 144 30 +1-80 +180 +180 . +1-80 +/-80 +/80 +1-80 +/-80 +180 +1-80 +180 +1.80 +/80 +180 +/8D +180 +1-60 +/-80 +180 +1$1 32 +/80 +180 +/-80 +/-80 +180 +1-80 +J.80 +1.80 +180 +1-80 +1$0 +1.80 +1-80 +1.80 +1-110 +180 +/-80 +/8D +1.80 34 +/.80 +/80 +1$0 +/-80 +1-80 +1-80 +180 +1-80 +/80 +/.80 +180 +180 +/80 +1.80 +/11p +180 +/-SD PRODUCT REVISED 36 +/-80 +1-80 +180 +180 +180 +1$0 +180 +180 +1.80 +180 +I80 +180 +1-80 +180 +180 +180 as eomov6mB wm dw Flaida 38 +1-60 +1110 +180 +1-80 +180 +180 +1.80 +/-80 +180 +180 +/80 +1.80 +1-80 +180 Btxld n Cade • 40 +1-80 +1-80 +180 +1-80 +/80 +180 +J80 +1-90 +180 +1-80 +180 +180 AO°OPtimcc 42 +180 +/80 +/-80 +180 +/80 +/80 +180 +/80 +180 +1.80 +180 7OU0! 44 „+180 +180 +180 +J80 +/80 +/80 +J80. +/80 +180 +/-80By 46 +l$0 N80 +180 +1110 +1110 +180 +180 +/80 +180 xv Ytiami v 48 +180 +/80 +180 +/-80 +1-80 +180 +180 +180 °' 50 +180 +180 +/.80 +180 +/80 +1.80 +180 Y P 52 +1.80 +180 +180 +180 +1-80 +1-79.1 a 54 +1.80 +/80 +1-80 +180 +/-78.6 56 +J80 +180 +180 +1.79-1 1 ro 511 +180 +1-80 +/80 BO *180 +180 +1-79.3 v 62 +/80 +180 • 64 +180 +180 02 66 +/8D 67-7/B +/80 W Y m NOTES: > naZ{ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. LOa N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. > co _ ItJ M A co N Z LL �LL co g J MOJQ 0 u.l 2 W Z 02 °$ 7 1-1/16"NOM. TABLE DIMENSIONS MAY BE o W MO O Y 0 �Mo GLASS STACK 7116.LAMINATED ORIENTED VERTICALLY OR p 00 ZZ f 4 7116'LAMINATED r Z O_ Z (n T GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. � W LL C 3/16"HEAT STRENGTHENED GLASS LONG J Q O 090"PVB INTERLAYER 3/16"TEMPERED GLASS SIDE J 3116"HEAT STRENGTHENED GLASS Q 3116"HEAT �– LONG SIDE � � 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116"AIR SPACE .090'PVB INTERLAYER � ® Z W /aa45 4 11 11 SHORT - CO) Z 5 1 SIDE O USED AT CURVED USED AT CURVED SHORT 4 Z a1003 FRAME MEMBERS ONLY 29 518" 518 SIDE a 0- FRAME MEMBERS ONLY 29 O o 0 11-7/8"O.C.MAX. GLASS BITE 11-7/8"O.C.MAX. GLASS BrrE Z N N r-CO 13 13 W W (A x W EL CL EXTERIOR �— LONG SIDE —+{ LL, p EXTERIOR 1111[Os.cIsQuesf 13 a >s 21 13 •• ••• • • • • • fir' • • • • • • • •SSIDE �i LONG GLASS TYPE 2 GLASS TYPE 4 •• • •• • SIDE Ja SIDE • • • • • • • • SHORT • • • • • ••• • • SIDE • • • • • • • • • • • see ••• • • • • ••• • • A.LYNN MILLER,P.E. • • • • • • • • P.E.#58705 • ••• • • • ••• • • TABLE 5: _ Window Design Pressure(+/-,psf)forGlass'type 5 Lang Side(in) 7/16"LAMINATED 67-718 72 76 80 84 1 88 92 96 100 104 109-112 GLASS STACK 30 +901-125.4 +901-120 +901-115.5 +90!-111.5 +901-108.5 +90/-106 +gW-104.5 *90/-103.5 +901-1025 +901-10D.7 +90-97.9 .090'SG INTERLAYER 32 +90/-116.9 +9d-110.8 +901-105.3 +90'-101.6 +g0/-98.7 +gW-95.7 +901-923 +901-90.6 +90/-90.3 +189-9 +1.89 34 +901-108.9 +901-103 +90/-98.8 +90'-95.1 +90/.91.8 +1.8&2 +1$4.4 +/-81.5 +1$0.1 +/-79.8 +1-79.4 3116•ANNEALED GLASS 36 +901-102.6 +90(-97.1 +90/-928 +/-88.9 +1.85.5 +1826 +/-79.7 +/-77.2 +1-75-1 +1-73.4 +1.71.2 3/16'ANNEALED GLASS PRODUCT REVISED 38 +901-98,4 +90'-92.2 +186.7 +/-83.2 +/80.7 +/-78.1 +1-75.2 +1-725 +1-70.3 +188.5 +/-66.3 as�y�with do Florida 40 +901-94.6 +188.2 +1.826 +/-79.8 +1-77.2 +/-74.3 +1-71.3 +/-67.9 +185.1 +1-63.4 +/$1.6 4 11 BAdin{Code 42 +90/-91.3 +184.7 +/-80.7 +1-77.4 +/-74.3 +1-71.3 +/-86.2 +1-64.7 +/-61.6 +1-59.6 +/58.2 Aocopl-oO No 44 +1-88.3 +182.4 +1-78-9 +1.75.4 +/-72.1 +1.88.9 +185.6 *1.622 +159.7 +/-67.5 USED AT CURVED FRAME MEMBERS ONLY 29 5/8' _ Date • 46 +/.85.4 +/-80.8 +1-77.2 +/-73.6 +/-70.1 +1.66.8 +183.5 +/-80.3 +157.7 @ 11-7/8"O.C.MAX. GLASS BITE LONG SIDE 13 v 48 +/827 +/-79.3 +1-75.6 +1.71.9 +/-68.3 +1-64.9 - +1-61.5 +/582 �- i r 50 +180.9 +/-77.5 +1-74.1 +1-70.3 -1-66.7 +14)&1 +1-59.7 13 T_ r Rami ProQuct N 52 +1-791 +l-75.8 +l-72.4 *188.8 +/-65.1 +l-61-5 54 +l-774 +l-73.8 +1-70.5 +1-67.3 +1-63.5 EXTERIOR SHORT S DE a 56 +1-75.8 +/-72 +/-68.6 +/-6.5.3 20 13 58 +1-74.2 +/-70.3 +1-66.8 60 +1-727 +1-68.7 +/-65 GLASS TYPE 5 m 62 +/-71-2- +1-87.1 c 64 +1-69.7 +1-65.5 > 86 +1-683 �- LONG SIDE -� 67-718 +187 T_ NOTES: M Y m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT DE a CO .=aa 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. p e O r in 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. >_ 0 N It 8100 O O Ur N 04 ¢' CO TABLE DIMENSIONS MAY BE 0 M m W N ORIENTED VERTICALLY OR O--t 04 rn J p Z M 8a 0 HORIZONTALLY AS SHOWN. Z LL in LL m W g U(Wj XS2 o O TABLE 6: LU C Z 02 CD .01Y m Y .fit, Window Design Pressure(#,psf)for Glass Type 7 C)> Z Lung , (in) f� Z as z cn 67-718 72 76 80 84 88 92 g6 10D 104 109-112 1-1116"NOM. O 30 +9D1-130 +901-130 +901-130 +90026 +9D/-1226 +901-119.8 +90/418.1 +goy-117 +90'-1158 +901-1127 +901-109.9 GLASS STACK 7/16"LAMINATED to 32 +901-130 +901-1251 +901-118.9 +901-114.8 +901-111.5 +901-106.1 +90/404.3 +901-1024 +901-102 +901-101-4 +90'-99.7 GLASS STACK H 34 +901-123.1 +901-118.4 +901-111.7 +gp-107.5 +901-103.8 +901-99.7 +90185.3 +90192.1 +gp_90-6 +190 +189.6 SHORT y III 7aa45 36 +901-116 +901-1098 +901-106.8 +90/-100.5 +901-9166 +901-93.3 +/-90 +/-87.3 +1849 -1-823 +1812 3/16'TEMPERED GLASS 3/18'ANNEALED GLASS SIDE ® Z Of 38 +901-111.2 +9d-104.2 +901-97.9 +901-94 +9D1-91.1 +1882 +1.84-9 +/81.9 +1-79,4 +1-76-4 +1-74.3 3/16'ANNEALED CRASS a 40 +901-106-9 +901-99,6 +90/-934 +90y-90.1 +/-87.2 +/-84 +180.5 +1-787 +1-73.5 +1-70.9' +1� 7116'AIR SPACE = m Z 090'SG INTERLAYER r O 42 +901.103.2 +gry_95.7 +901-91.2 +1$7.4 +184 +1$0.8 +J-77 *I-73.1 N-69.8 *1.88.9 +/-86.2 Q D � e,0�s 44 _ +901-99.7 +90/-93.1 +189.1 +185.2 +181.4 +1-77.8 +1-74.1 +1-70.3 +187.5 +/.83.9 11 a Z d 46 +901-96.5 +901-91.3 +187.2 +183.2 +1-79-2 N-754 +1-71.7 +1$8.1 +1-65.1 - O O O v 48 +901-93.5 N-89.6 +185-4 +/-81.2 +/-77.2 +1-73.3 +1$9,5 +1$5.8 5 LONG o 0 r� 50 +90/-91,4 +187.6 +183.7 +1-79.4 +/-75.3 +1-71.3 +1$7.5 USED AT CURVED 5m' SIDE U X > FRAME MEMBERS ONLY 29 g 52 *I-89.4 +/-85.5 +181.8 +1-77.7 +/-73.5 +1$9.5 Fn `n 54 +/87.5 +183.4 +1-79-6 +1-76 +/-71.8 @ 11-7/8'O.C.MAX. GLASS BITE u 0 a o 56 +1-85.6 +181.4 +07.5 +/-73.8 13 alll 0sap sauag 58 +183.8 +1-79.4 +/-75.4 ••• 000 BiYT0 0R ••• • • 80 +/821 +/-77.6 +1-73.5 62 +180.4 +/-75.8 •• • • • • 13 =I SHORT 64 +1-788 +1-74 • • • • • • • -�1 SIDE •• ••• •• ' GLASS TYPE 7 66 +1-77.2 - 67.7/8 +1-74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION- • 09* • 66* e • n 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • •• �t 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FITyv!tH[4 • • • •• • • • • • 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. • •• • • • • • • • ••• • • • • ••• • • A.LYNN MILLER,P.E. • • • • • • • • P-E.#58705 • • •• •• • • • r• •• ••• • • • ••• • • TABLE 7: Window Design Pressure(+!-,psQ for Glass Types 6&8 Lag Sw(n) -. 67-7/8 1 72 76 80 84 88 92 96 -100 104 109-112 112 116 120 124 128 132 135 140 144 30 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 *90/-130 +90!-130 +901-130 +90l-13D +901-13D +90/-130 +901.130 +901-130 +901-130 +901-130 +901-130 +90l-130 32 +90l-13D +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +90l-13D +90/-130 +901-13D +901-130 +90/-130 +901-130 +90/-13D +901-130 +901-130 +901.130 34 *901-130 +901-130 +90l-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +801-130 +901-130 +90/-130 r90l-130 r90V-130 +901-130 +901-130 +9W-130 +90V-130 PRODUCT REVISED 36 +gp1-130 +901-130 +90/-130 +9p/-130 +90l-130 +901-130 +901.130 x901-130 +90/.130 .901-130 +90/-130 r90/-130 x901-130 +901-130 +901-130 .90J-130 as complying Wdh de Florida 38 +90l-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +901•129.2 +901-127.3 iTuildic*Code ,�, t4 40 +901-130 +90/-130 +90l-130 +901-130 •+901-130 +901-130 +901-130 +901-130 a90/-130 +96.126.8 +90l-123.2 +90/-122 Aoo�tenm 42 +90l-130 +901.130 +90/-130 +901-130 +901-130 +901-130 +90l-130 +901-129.3 +901-123.2 +96'•119.7 +901.116.4 Due 44 +901-130 +90/-130 +901-130 +90/-130 +90l-130 +901-130 +901-130 +901-124.5 +90(-119.4 +901-115 BS F 46 +90/_130 +901-130 +901-130 +901_130 +90/-130 +901-130 +90+•126.9 +90/-120.5 +90'-115.3 v 48 +901-130 +901-130 +901-130 +90l-13D. +901-130 +90/.129-7 +901-123 +90�-116.5 inti ProQ�ct m 50 +90!-130 +901-130 +901-130 +901-130 +901-130 +90l-126.2 +89.41-119. r g 52 +901-130 +901-130 +901•130 +90/-130 *90l-130 +88.81-123 a 1n 54 +90/_130 +901-130 +90/130 +90/-13D +88.8/-127.1 56 +9003D +901-130 +90/_13D +89.41-129 m 58 +80!_130 +901-130 +90l-130 s 60 +901-13D +90/-130 +89-61-129. 62 +901-130 +90l-130 0 64 +90!_730 +901-13D 8B +901-130 _ 87-7l8 +901-130 a Y m NOTES: U) .�aa 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. D_ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Or- d' B�0 O. w 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 C4 ^ 004)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 04 p Z e J Z LL LLL m J —Wa p (3 X N a TABLE DIMENSIONS MAY BE p W co p `t �omo ORIENTED VERTICALLY OR p Z iZ Z g LL 1-1/16"NOM. HORIZONTALLY AS SHOWN. co 7/16"LAMINATED I� GLASS STACK 7/16•LAMINATED LONG J J O GLASS STACK I - GLASS STACK SIDE Q Q 0 3116"HEAT STRENGTHENED GLASS LONG SIDE 90"SG INTERLAYER 3/16'TEMPERED GLASS W IaayS 3/16'HEAT 3N 6'HEAT STRENGTHENED GLASS ® Z X 3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16•AIR SPACE .090'SG INTERLAYER SHORT Z 4 SIDE O 11 5 11 I SHORT � a Z c c LL USED AT CURVED �1 SIDE FRAME MEMBERS ONLY 29 S/W 04 USED E CURVED 5/8' Q n FRAME MEMBERS ONLY 29 �11-7/8"O.C.MAX GLASS BITE GLASS BITE w lL fA 11-7/8.O.C.MAX. O X W 0-0- 1-3 L� LONG SIDE 1.3 1-3 I— �i a� °�0 sauag EXTERIOR EXTERIOR •• ••• • • • • . T 20 13 7e 21 130 ••i i 0 i •• SIDE LONG SDE GLASS TYPE 6 GLASS TYPE 8 • • • . • • • . • - - _ - - - - • • • • • • • • SHORT I_ • • • • • ••• • • SIDE r ••• • • • • ••• • • A.LYNN MILLER,P.E. • • • • • • • • P.E.#58706 • ••• • • • ••• • • T 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT INSTALLATION ' EMBEDMENT 1X WOOD BUCKSTRIP, `- TYPE A 114"MAX SEE NOTE 2,THIS SHEET Q EMBEDMENT T SHIM Ij TYP. E DIST NCETYPPER SUBSTRATE, EDGE �1 11 EDGE DISTANCE PER SUBSTRATE, PRODUCT REVISED DISTANCE ffi�yiog with the Florida EDGE SEE TABLE 8,THIS SHE f � Building Code DISTANCE 6 Accaptneoallo 16-�6�•14 1/4'MAX m Data 1 SHIM 1 By 4 TYP.ANCHOR TYPE, Mi•rri t EMBEDMENT AND EDGE ... 11 DISTANCE PER SUBSTRATE, > SEE TABLE 8,THIS SHEET z USED AT CURVED 11 m 29 FRAME MEMBERS ONLY - EXTERIOR arc _ 11-7/8"O.C.MAX. CONCRETE/CMU 4 11 • O PER ANCHOR �_ VISIBLE LIGHT WIDTH= - 5 ot REQUIREMENT WINDOW BUCK WIDTH-2-3/4' WINDOW BUCK WIDTH CONCRETE/CMU (h Y m WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR a (1) nae BUCK REQUIREMENT r HEIGHT .1/4-MAX.SHIM HORIZONTAL SECTION A-A } n ^ woe p N TIP-TO-TIP v c o WINDOW #12 STEEL J � Oo(> O Z �8 n HEIGHT VISIBLE O J N J SELF-DRILLING SMS Z LL W LIGHT (G5),SEE TABLE 8, TABLE 8: _ r r W MDJ Q HEIGHT= THIS SHEET Mia Edge Max O.C. _� L WINDOW Anchor Substrate • Min.Emb•dmeM St»x W V 02 O "oN BUCK m O Inc 1-3/8' 1 ~o W Y U' pMp HEIGHT- Akmkwm,W6375 mkt. 0.083"• 1 > Q Z r INSTALLATION #12 or#14 410 SS Screw c O O 2-3/4" A38 Steel 3/8' 0.083'• 1T r Z tl Z METHOD D steel Shd,Gr.33 min 31W 0.045' 18 Go 1T v QPQ � INSTALLATION ANCHOR P.T.Sotthem Piro(SG-0.55) 9/16' 1318' 12' J Z t0 UNDERNEATH THE Akminum,608375 min. 3/8' 0.083"• 12' O #12 or#14 Steel Screw(G5) Q BEADING EXTERIOR A35 Steel 3/8' 0.063"' 12' ~ aa4S Steel Stud Gr.33 min. 318- 0.045. 18 Ga 1T ® Z Q 15 1/4.410 SS CreteFle Urkamuted CMU,(ASTM 0.90) 2-1/2' 1-114' 12' a -) MIAMI-DADE APPROVED Mt Concrete(MIM 3.35 ksq 1' 1.9/4' 12' 21 (SEE SEPERATE NOA).ALUMINUM, Conerots min 2.85 ksq 1' 1314' 1T Q Z 6 STEEL FRAMING OR STEEL STUD. a O (n moos Comiste(min.2.85 ksl) 2-1/Y 13/S 12' Z Z SEE SUBSTRATE PROPERTIES, 114'Steel Ultracon U. TABLE 8,THIS SHEET U routed CMU,(ASTM C-90) 2-1/2' 1-1/4' 3:O � w I,- 5 5 1/4'MAX SHIM Grouted CMU, ASTM C30 2-1/7 1.3/4' 1T 0 r Concrete(min.3 5 keq 1-1/4' 13/4' 1T w W QZ + 5118'steel Ultraeon Gmut•d CMU ASTM 0410 2-1/T 1314` 1T U X g d d MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. W W aR1 'nap sauas 1X WOOD BUCKSTRIP, •• • SEE NOTE 2,THIS SHEET • •••• • •• ••• •• •• ••• CONCRETEPER • • • • • • • • • EMBEDMENT ' ANCHOR INSTALLATION NOTES: •• ••• •• • • • •• • REQUIREMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-%,ARI'CLICKS IYHOS%% AL THICKNESS IS LESS THAN 1-1/T.1X WOOD BUCKS ARE INSTALLATION �— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTRLLEDDIRECTItK TV SOMD CONORBTrE.JVWD BUCKS DEPICTED AS-2X'ARE 1-11T THICK OR GREATER. _ DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUaVAATE OF YVOCD§UqS SO JE MGMELR®Br OTHERS OR AS APPROVED BY AUTHORITY HAVING !!! TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. 000 • • • ••• VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL-THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESI81 PRESSURE-FROM DITHEI514NINDOW Oit MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. • • • • • • 11• P.E.N 58705 ••• • • • ••• • • 2X WOOD BUCKSTRIP LL INSTALLATION INSTALLATION EDGE -OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPE G TYPE F EMBEDMENT 1X TE 2,THIS S SHEET EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION -� �- MAX SH TYP.ANCHOR TYPE,EMBEDMENT AND TYPE E � EMBEDMENT SHIM `, EDGE DISTANCE PER SUBSTRATE, EDGE EDGE 6 SEE TABLE 9,THIS SHEET DISTANCE 1�w��F7�g DISTANCE « ' Accepto `�O6 /� 1/4•MAX 2 t'kpa+et><m Dace ab 19 2 SHIM No.. BY 4 TYP-ANCHOR TYPE. BY4!4-" EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, Q 11 SEE TABLE 9,THIS SHEET 11 EXTERIOR USED AT CURVED a Co FRAME MEMBERS ONLY 4 EXTERIOR 29 � 11 (� 11-718"O.C.MAX. CONCRETE/CMU` �— VISIBLE LIGHT WIDTH= 5 WINDOW BUCK WIDTH-23/4" PERANCHOR REQUIREMENT I WINDOW BUCK WIDTH CONCRETE/CMU Y m WINDOW PER ANCHOR j a W '.aa BUCK HORIZONTAL SECTION C-C REQUIREMENT r 3 y HEIGHT 114"MAX SHIM _ I� U) o #12 STEEL O N a1D0 O N SELF-DRILLING SMSr�i VISIBLE (G5),SEE TABLE 9, Co O J 01 IJ Z N LIGHT THIS SHEET TABLE 9: Z LL Lo li 8 W MDJp HEIGHT= Min.Edge Max O.C. WINDOW Anchor Substrate Distance Mkt.Embedment Spaehtg W U O a op =) °N BUCK P.T.Sorlltlem Pine(S .55) 9/16" 13/8• --17- W m O (� sMp HEIGHT- #12 or 014 410 SS Screw Alumkuso,WS3-T5 min. �� (jQ a z r 2-3/4" INSTALLATION A38 Steel M. 0.0s3•' 12• z a z ?' O TYPE H Steel Stud.Or.33 min. are• 0.045. 18 Go 12' HQ Z LL ' P.T.Southem Piro(SG--0.55) 9/16' 1-318' 12 J O 0 EXTERIOR tk 12 or k14 Steel Screw(GS) Akanku m,W53•T5 mkt. 3!8• 0.083•• 1r Q Q A38 Steel are• 0.063•• 1r Steel Stud,Or.33 min. 318• 0.045(18 Gs)• 1r ® Z Q IaavS MIAMI-0ADE APPROVED MULLION V4.410 SS CreteFkx U ed CMU,(ASTM CAO) 2-Vr 1-1/4' 12" — 1 21 (SEE SEPERATE NOAH ALUMINUM, Concrete(min 3.35 kaq 1• 13/4' 1r 30 Z Z STEEL FRAMING OR STEEL STUD.. Concrete(min.285 kap 1• 1314• tr 6 SEE SUBSTRATE PROPERTIES, Concrete(min.211.5 kai) 2-1/7 1.3/8• tr C 0 O ajD'S 114•Steel Ulhacon a z 11J TABLE 9,THIS SHEET Urtgronded CMU,(ASTM C�0) 2-1/2• 1-1/4• 1r O J O o 5 �1/4"MAX SHIM Gmut•d CMU ASTM C 90 2-1/r 13/4" CNI tr 0 Q n 5/18'Steel Uhacon Concrete(min.3.5 ksi) 1-114' 1314' 1r LU Grouted CMU14 , ASTM CAO 2-1/r 1314' tr O x a a 3a MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL w ar11 °sap sauag 1X WOOD BUCKSTRIP, •• ••• • • • • • •• SEE NOTE 2,THIS SHEET • • • • • • • • • CONCRETE PER • • • • • • • • • •• ••• •• • • • •• EMBEDMENT � ANCHOR INSTALLATION NOTES: • REQUIREMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. — _ — INSTALLATION I 2-WOOD BUCKS DEPICTED OPITHISISHEET AC•'V(",AR6BUCKSWHOSE*FATAL THICKNESS IS LESS THAN 1-1/7.1X WOOD BUCKS ARE TYPE F f ESE TYP•ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BEII�SCALLdyh DI C YTO SOLID CONCRIL<TEP WOOD BUCKS DEPICTED AS'2X"ARE 1-1/2'THICK OR GREATER. L DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUg67RAlE Q�W B*KCTQBE•ENGIN1EItD JY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. ••• • • • • • VERTICAL SECTION D-D - 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DE!A*PPRtSSUR€F110h il"ER WINDOW:R MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNNMILLER,P.E. • • 9 ••• • • • P.E.#58705 TYP.ANCHOR TYPE, _ 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE ' INSTALLATION � DISTANCE DISTANCE 1/4MAXI— SHIM EDGE DISTANCE TYPE I PRODUCT REVISED OR FRAMING,SEE OR FRAMING,SEE 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP U Di nmT� �Rrom NOTE 2,THIS SHEET NOTE 2,THIS SHEET A� ](p 010 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND !Dvh, ID19 3 SHIM EDGE DISTANCE PER SUBSTRATE, jl 4 6SEE TABLE 10,THIS SHEE7a'Od'n EMBEDMENT 11 3 EMBEDMENT o s USED AT CURVED m EXTERIOR 29 FRAME MEMBERS ONLY Q 11-7/8"O.C.MAX. v 11 � EXTERIOR WINDOW I 4 11 BUCK I VISIBLE LIGHT WIDTH= 6 > a nay HEIGHT Imo— WINDOW BUCK WIDTH-2,/4' � p O r 1/4"MAX.SHIM WINDOW BUCK WIDTH } ^ sF atop CO N N VISIBLE INSTALLATION HORIZONTAL SECTION E-E 0 S z LL N - Xe LIGHT TYPE L Z U)LL cO J -Mau o HEIGHT= W U V X N o 0 WINDOW W Z 02 m 5 tv BUCK #10 STEEL' I UJ m O O Om0 HEIGHT- SELF-DRILLING SMS ^C> Q Y Z '- 2-3/4" (G5),SEE TABLE 10. —O Z D-Z 0 THIS SHEETLL TABLE 10: v Q~ O Anchor Sulxstift Min.Edge Max.O.C. J to Distance c Q 2-1/7 x.1 13"Bot Nal P.T.Sa&mwn PYro SO■0.55 5116' S ® Z Z aaa45 2-112'x.1311 Common Nal P.T.Soudwn Pau G�.56 318' 6* 2-117'x.146 NW P.T.SaAwn Pau 55 3/8" S � 0 � Fm- 21 6 2X WOOD BUCKSTRIP EXTERIOR P.T.SartAsm Pau G�66 1/2" S a 0 J a ZS OR FRAMING,SEE 1210 x l'Steal SvatM 0.093'ANmasan,6053-TS mtn. 5/16" 5" LL Z - w NOTE 2,THIS SHEET 1116 A35 Steil 5/16' S" O 5 � Lu Lu 1/4"MAX SHIM MIAMI-DADE APPROVED MUWON 0048 (118,11,E)Steil Stud Gr.33 6118" S Lu 0 Z ao (SEE SEPERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. v X Z STEEL FRAMING OR STEEL STUD. LL E: D 0 SEE SUBSTRATE PROPERTIES, _ api1 -asap sauag INSTALLATION TABLE 107HIS SHEET •• ••• • • • • • •• TYPE d •• •: ••i : : :•: •• EDGE DISTANCE •- • • • • • • • • INSTALLATION NOTES: •• ••• •• • • • •• - - - TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. r_ EMBEDMENT AND EDGE DISTANCE PER - SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON T4S SHIRT AS"'y1(*,JARE•l LKS WOOSE TPPAJ.THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY411706OLIDCONCRGTf•WWW BUCKS DEPICTED AS"2X"ARE 1-112'THICK OR GREATER. v p VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRiRE OF WOO Bt1 I TO•B EENGINEER�ED6Y OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. 000 •• • • 00 • 0 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGNPtRESSURE FROIAE11HER WWDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. • • • • • • • • P.E.#58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M — 'FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION ANCHORS MAY BE NO 1/4'MAX 'METHOD ONLY, � � SHIM • MORE THAN 8'O.C. • ANCHORS MAYBE NO EMBEDMENT • MORE THAN 6.O.C. _ 1X WOOD E Z THIS S SEE ;ROmplyi REVISED 2X WOOD BUCKSTRIP NOTE 2•THIS SHEET u complying with drt Raids OR FRAMING,SEE adi►�Cods NOTE 2,THIS SHEET A� NO Dam 1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND •. 3 SHIM EDGE DISTANCE PER SUBSTRATE, BY 4 TYP.ANCHOR TYPE, B SEE TABLE 11,THIS SHEET Miam F4odum - EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. a ---- - 10, SEE TABLE 11,THIS SHEET 3 UN USED AT CURVED EDGE m EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE z 11-7/8"O.C.MAX. DISTANCE u CONCRETE/CMU PER ANCHOR REQUIREMENT I4 CONCRETE/CMU WINY m BUCK "aa I— VISIBLE LIGHT WIDTH= 5 REQUIREMENT HEIGHT 5 1/4"MAX.SHIM f WINDOW BUCK WIDTH-2-314• R a O EXTERIWINDOW BUCK WIDTH_ � N 700 O of � VISIBLE HORIZONTAL SECTION G-G 0� N`��' $ Z N LIGHT INSTALLATION TYPE O Z LL to LL � HEIGHT= FOR THIS INSTALLATION x N WINDOW METHOD ONLY, TABLE 11: J Z m M 5 �N BUCK , ANCHORS MAYBE NO O U' omo HEIGHT- • MORE THAN 6"O.C. Awl Substmte Mh� Min.Em "T�M �•O.C. p �0 v Z Dis2-3/4" P.T.Southern Pine SG=0.55 9118' 1 it 8" Z d Z W O LL AlurNmso 0063-T5 min. 3/8' 0.003"• 6" Q~ Q #12 STEEL 012 ar 014 410 SS Sasw A36 Steel 318' 0.063"• 6" -3 O� SELF-DRILLING SMS SWI Stud Gr.33 min. 9!8' 0.045"(1813a)* B" Q (G5),SEE TABLE 10, F- THIS SHEET P.T.Southam Pine G-0.55 9/18" 1318' 8' in )aa45 012 a#14 SWI Semw(GS) Alumimm W63-75 min 3/8' 0.063"• 6• ® Z O A36 Steel 31W 0.063"•_ It" H F- 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 3/8" 0.045" 18 Ga • 6' m O Q Z 6 EMBEDMENT AND EDGE CMU,(ASTM C�0 2-UY 1-1/4' 12 DISTANCE PER SUBSTRATE 114'410 SS G1MsFFax Concrete(min.3.35 ksi 1" 18/4' 12' a Z ck 5 SEE TABLE 11,THIS SHEETCamirete min.2.85 ksi 1' 1.9/4" 12 O 1.- N N 5 MIAMI-DADE APPROVED MULLION �c0 �1/4'MAX SHIM Conomte min.2.85 ksi 2-U2" 1-3/6" 12' 0 Z (SEE SEPERATE NOA),ALUMINUM, 114"Sfetl ^ CMU ASTM C•90 2-112 1-1/4' 12 U lL d d STEEL FRAMING OR STEEL STUD. X Z SEE SUBSTRATE PROPERTIES, Grouted CMU ASTM si) 2-V2" 1�/4' 12 TABLE 11,THIS SHEET •�•Sk�slUlbscq• Comrate 3.5 ksi 1-114' 1314' 12 LL LL INSTALLATION • TM C BO 2-1l2' 1�1a• 1r aR1 'asap sauas 1X WOOD BUCKSTRIP, •MIA OF 3 TF FrADS 9EYENIPTHE METP!SUBSTRATE. TYPE N Q SEE NOTE 2,THIS SHEET • • • • • ••• • INSTALLATION NOTES: EMBEDMENT " 1.USE ONLY ANCHORS LISTED QN~HEET.�OLL(n FSMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD BUCKS DEPICTED OIj 1HIS SHEET A9•1 ,AR•BUCKS WYOSEZrOJAL THICKNESS IS LESS THAN 1-irr.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE IVTALLEC"REtTi-.Y7 CONCRI� E . WOOD BUCKS DEPICTED AS'2X"ARE 1-1/2'THICK OR GREATER. `I EDGE INSTALLATION TO THE SUBSTRATE Of WOOD BW S TQ BE ENGINEEREt.8T OTHERS OR AS APPROVED BY AUTHORITY HAVING "l DISTANCE JURISDICTION. 3.FOR ATTACHMENT TO METAL THESTRUCTURAL MEMBER SHALL BE OF A S12E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H ••• • • • • ••• • 4.IF APPLICABLE,LOWER DESIGN PRE:SUREtRNP.ITHE:WINb OW OR MULLION NOA APPLIES TO WHOLE SYSTEM: A.LYNN MILLER,P.E. • • • • • • • 0 • • 11 P.E.#58705 kl FRODUCTREVISED as complying with the Flood* 13miding Cods en Acctfn.No 1 D .Riratxee Duty By Mi PtO�lat a 'u C m ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES LU t1 Y m j naa ANGLED/CURVED ANGLED/CURVED O FRAME ASSEMBLY FRAME ASSEMBLY } ^ � al°D Q N 90°CORNER 9W CORNER � Yn o FRAME ASSEMBLY ;AND FRAME ASSEMBLY i p M p W n ZJ Z AS l- N LL m w1 m LL' aom1D m 0 `r wMALL CORNERS TO I /LLL CORNERS TO I Y ZUSE GASKET / USE GASKET I p O ND/OR SEALANT AND/OR SEALANT Z D-Z .� 0 LLEQUAL-LEG FRAME Z cQlaa4s FLANGE FRAME ZZ0 � EQUAL LEG FRAMERAME WITH INTERIOR MITERED FRAME WITH INTERIOR 0 to ZRIOR FRAME WELDS I AND EXTERIOR FRAME WELDS < C) a ops FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT Z SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS ~ 30 ir 0 w ja! O ul W aO ti m y_ �_ _ • ••• •. "•... • f .. .. . • . . . . . • • • + • • • • A.LYNN MILLER,P.E. • • • • • • • • • • P.E.#58705 TABLE 9: 2.784' 2.784' 2.784' .094• --a 1- — .094" —+I .094" ---I L-- 1m PGT Part# Description Material .074" .062' .074" .062- .074• .062' 1 4253C Flanged Frame Alum.6063-T5 1.375" 1.375'k 2 4285 Equal-leg Frame Alum.8063-T5 1'875^ ,438^ 500^ 438' 500 438' PRODUCTR6V1SsD 3 4256 Integral Fin Frame Alum.6063-T5 1.000' Looe Uv BuddavCO& �FAxtdr .050" �—+�f— .050 �—+ �— .050' AoftV"W No IkQ 4 4255 7/18'Lami.Glass Beading Alum.8063-T5 1.125' F�*�� O O 5 4254 I.G.Glass BeadingFLANGE FRAME EQUAL-LEG FRAME .07r Alum.6063 T5 2 is #42530,6063-T5 #4285,6083-T5 6a 4270 Installation Fastener Cover Alum.6063-T5 FIN FRAME 6b 4224 Installation Fastener Corer Rigid PVC 3 #4256,806375 10 n 70589C Gasket(at 90'comer joints) Polyethylene O 0 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.85+/-1 �� 1206^ �+ .346• Co JR-05/05/16-ADDED THIS SHEET 13 Dow 899,GE 7700 Silicone or Equiv. 1.037" V WITH SPACERS b MOVED PARTS. 20 71652K Setting Block,Mono.3/16'x7/16"x 4' Neoprene,Duro.85+/-1 .675 875 21 71704AK Setting Block,I.G.3/16"x 1-3/32"x 4' Neoprene,Duro.85+/-1 Ff —�1� - .050' 29 #6 x 1-114'FH SMS Stainless Steel � -050- '050, m 30 781PQX #8 x V Quad PH SMS Stainless Steel 3/16"81/4" - I.G.GLASS INSTALLATION > a U) 75a OGLASS BEADING O BEADING O FASTENER COVER 0 O 4 #4258,6063-T5 5 #4254,606375 6a #4270,606375N er ,ID p C'i C. N w W 1 c9i A w —3 N J J O O Z 6 Z ILO LL COO J ux°iQ D W VUuJ XLo g (� o ALUMINUM Z 02 = N. SILICONE STRUCTURAL HOT-MELT BUM REINFORCEMENT POLYISO- tINT. NT FILL AREA O W m Y t7 W �Ma �> Ci rn O Cr STRUCTURAL SIL ONE 3116'NOM. 5/16'NOM. B SEAL5/18"NOM. Z d Z O LL POLYISOBUMEN 1/4"NOM. FOAM gtJn L g LICONE SEAL g U O WITH DESICCANT wffFi DESICCANT ROLL FORMED Q Z DESICCANT FOAM STAINLESS STEEL Q EXT.GLASS EXT.GLASS EXT.GLASS ® �� Z z 7aa4S Z ExT.GLASS 3 O O r» z ZIr arO°S INT.GLASS INT.GLASS INT.GLASS LASS 0 - � COSI N oO n°o KODISPACE SUPER DURASEAL(D XL EDGETm `ui W o as 75 4SG TPS 76 SPACER®NXTT" 77 SPACER SPACER au- .,mo sagas TABLE 10: - - 1 Part# — - -Description— — -Material — ••• .— — — — ♦ i ••• — • - - - — - • . 75 Kommeding 4SG TPS Spacer System • • • • • ••. . • See this •• i• • i i i • • • i i i - 76 Quanex Super Spacer nXr with Hot Melt Butyl ••• • • • - 77 Quanex Duraseal Spacer Sheet for • • Materials , 78 Cardinal&Edge Spacer •.• • • • • w•• • • REFERENCE TEST REPORTS:FTL-8717,8968 8970 • • • * • • • • A.LYNN MLLLER,P.E.P E.#58705 ••• • • • ••• • •