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WS-12-17-2986, 25 NE 103 St`SHORES YQ 9 t h o FLpRIDP' Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 25 NE 103 Street 1121360130940 LUNA CASTELLANI Miami Shores, FL 33138-2326 Block: Lot: ., Owner Information Address LUNA CASTELLANI 25 NE 103 Street MIAMI SHORES FL 33138- �, ._ 25 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone TGS CONSTRUCTION CORP (954)774-2250 e of Work: IMPACT 14 WINDOWS AND 4 DOORS of Openings: 18 iitional Info: IMPACT 14 WINDOWS AND 4 DOORS ssification: Residential inning: 3 Fees Due Amount CCF $15.00 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $5.00 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $20.00 Total: $336.00 Phone (305)877-7218 Valuation: $ 25,000.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-12-17-65961 12/21/2017 Credit Card $ 50.00 $ 286.00 12/21/2017 Credit Card $ 286.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, LU G, ECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA I i that I t oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and in r r , I ze the above -named contractor to do the work stated. December 21, 2017 Author ed i a ie:0 a plicant / Contractor / Agent Date Building Department Copy December 21, 2017 1 AI*Jo Miami Shores Village . , DEC 21 1017 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 G-41 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC ❑ ROOFING FBC 201 '-A Master Permit No. V\—IS 99 — Z 963 69 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: r 2- 5 N G 103y c 1,�,,,�-jam 5TIWL 1 City: Miami Shores Miami Dade Zip: 3 31 36 Folio/Parcel#: 4 1' - 2 1 3'V — 0 13 //��yy``County: -06,140 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): LUrIU N Address: 2 S NE 10314 Sfim+ M City: rvi i6 l �;VIOW_ 4State Tenant/Lessee Name: /� N1 R Email: FaIMiIki M A 16ou(A • Gom L FL Phone#: 3 0 S-a 43-3 2.19 Zip: 3 3(f, 13 hone#: Ni h CONTRACTOR: Company Name: l VAS CC0&+- G+k*n (4) Phone#: "1S4'YN'2,Z50 Address: I I ( ZW M ( &KQ2 R*VWW R City: 1�(t m4e- State: I'L- 1 Zip: Qualifier Name: 1416esAy (Ng6R lc*1E ,33U2S Phone#: _qS�1 ' $Zb 4I 1�q State Certification or Registration #: CCU I SL 3(009 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ��yy�� City: State Value of Work for this Permit: $ W0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑New ❑ Repair/Replac'e, l Description of Work: IMfU04 win&uff_ /Lail& � c�Oo�S M V" Ir Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF S DBPR $ Zip: ❑ Demolition CO/CC $ Notary $, Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with 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 approve nd reinspection fee will be charged. Signature _ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this �'O day 1ofl DQ(�eM12eJ� 20 � T by Luna UAK[d ��ii1 � , who is personally known to me or who has produced OL as The foregoing instrument was acknowledged before me this ^ day of l ] Ctrn , 20 IT by who is personally known to me or who has produced QL as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC• NOTARY PUBLIC• Sign: _ Sign: Print: MAVw .10 60 _ Print: MAvRIC+ O A604 MAURICIO ACOSTA Seal: MAURICIO ACOSTA Seal: �....... MY COMMISSION #GG149104 W COMMISSION #G6149104 EXPIRES: OCT 08, 2021 a r �' @t�IRES: OCT 08, 2021 hooded tflrmugh 1st State Insurance " �@�@@@ NrMi�ligh Ist State Imuffime APPROVED BY G( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 12/18/2017 Property Search Application - Miami -Dade Countv OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-013-0940 Property Address: 25 NE 103 ST Miami Shores, FL 33138-2326 Owner EDWIN M GUEVARA &W LUNA A CASTELLANI Mailing Address 25 NE 103 STMIAMI, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,345 Sq.Ft Living Area 1,961 Sq.Ft Adjusted Area 2,093 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $230,638 $198,007 $163,894 Building Value $127,901 $127,901 $127,901 XF Value Market Value $4,982 $363,521 $5,040 $330,948 $4,406 $296,201 Assessed Value 1 $183,5371 $179,762 $178,513 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $179,984 $151,186 $117,688 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 15 & W1/2 OF LOT 16 BLK 123 LOT SIZE 75.000 X 123 OR 16742-1262 0395 4 Generated On : 12/18/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,537 $129,762 $128,513 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $158,537 $154,7621 $153,513 City Exemption Value Taxable Value 1 $50,000 $133,537 $50,000 $129,762 $50,000 $128,513 Regional Exemption Value Taxable Value $50,000 $133,537. $50,000 $129,762 $50,000 .m._ ............. $128,513 Sales Information Previous OR Sale Price, Book- i Qualification Description I Page 02/16/2010 $210,000 27188 Qua[ by exam of deed 3662 03/01/1995 $0 16742- Sales which are disqualified as a result of 1262 examination of the deed 03/01/1993 $94,500 1 848- Sales which are qualified 536 336 08/01/1989 $82,091 14221 Sales which are qualified 2452 3 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: • -P-4o1� c�i•i Qua 1 ier/Own nat e Date Print Name 12,13 li' r M 1. I una A. Castellani �5 NE 103 Street Miami Shores, H. 33138 ecw Eduardo A Vazgw7, R.A. 8425 € iscayne Siva. # 102 Miami. Florida 33132 phone: (305) 7.54-7366 C.v! (786) 277-4512 ea+m;eh±tecti�gmaii.co n STRUCTURAL CALCULATION FOR: DOORS & WINDOWS REPLACEMENT ...... STRUCTURAL CALCULATION: •••• • • VAGES 000w w-- Description...................................................................................................................0...*02 Components and Cladding Calculation....................................................................... • 000 • • • Prepared by: Eduardo A. Vazquez R.A. ...... ...... ...... ...... PROPOSED WINDOW AND DOOR REPLACEMETN CALCULATION 1A/IIUn 1 nen- F.B.C. 2014 AS PER ASCE 7-10 ENCLOSURE TYPE = ENCLOSED BASIC WIND SPEED = 175 mph STRUCTURAL CATEGORY = II EXPOSURE = C ROOF SHAPE = GABLE ROOF MEAN ROOF HEIGHT = 15 FT. ROOF PICTH = 3:12 (14.04 DEGREES) qh = 56.57 psf. MIN. BLDG. DEMENSION, L=47 FT. END ZONE = 4.7 FT. ASCE 7-10 COMPONENTS & CLADDING PRESSURE CALCULATIONS: input. Description value Exposure, Category_ C Enclosure Type Endcised Ultimate Wind Speed, V,,:;, 1,75' ::`mph Roof Type: HIP Roof Pitch Mean Roof Height, h - 15, NA-.m Wd& p4m t4.it L t --47- ',ft Er�d Zor1e = 4,7 tt WINDOWS: • • r •.� +-0•0. . .. Elevation Mark # Width Height Zane : . DASD Wind Piessures + (#tj (Designation) (in) (in) Help Shutter? City • • {0.6 %T =41V 6.0 window la 54.0 63.0 5 • •' • . • +57.21 . -49. • 6.0 windo+:sr„li't 50.0 63.0 4 ,s � •, � • � +38.01 • -41.41 2 _ _ 3 6.0 window lc 54.0 63.0 4 i • • � � +37.81 • � -41.2� 6.0 window 2 74.0 51.0 5 +37.54 -48.61 4 6.0 window 3 37.0 51.0 5 +39.35 -52.22 5 6.0 window 4 37.0 39.0 4 v +40.05 -43.44 6 _ _ 6.0 window 5 74.0 51.0 4 V +37.54 -40.94 7 6.0 window 6 105.0 27.0 5 +38.29 -50.10 8 _ 6.0 Yrindown 7 37.0 51.0 5 +39.35 -52.22 9 10 6.0 _ window 8 _ 37.0 27 0 5 N/ +40.05 -53.63 6.0 window 9 37.0 39.0 5 � +40.05 ' -53.62 ll _ _. _ 6.0 window 10 46.0 35.0 5 ✓ +39.76' -53.05 12 610 twindow 11 37.0 51;0 4 +39.35 -42.74 13 _.. 6.0 _ windowwindow22 20.0 39,t +40.05 -53.£3 14 _ _ DOORS: 15 6.0 door A 36.0 MO 5 , ; +3 .25 -W02 16 6.0 door 8 144.0 _. 80.0 5 � +34.64 -42.80 6.0 door C 36.0 80.0 5 +38.25 -SM02 17 18 6.0 door D 36,O 80.0 5 , +38.25 -SCtM ...... . .. ...... ...... . . ..... M IAM I•DADE MIAs\II—DADE COUNTY, FLOR WA o an 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) wwwaniamidade.gov/economy Eco Window Systems, LLC 9114 NW 106 Street Miami, Fl. 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (in Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable builtijQg'Qde. This product is approved as described herein, and has been designed to comply with, flee FloAda Building • • •; • Code, including the High Velocity Hurricane Zone. 0 • • ' • ...... . .. ...... i DESCRIPTION: Series "ECO—Guard Clipped" Aluminum Tube Mullion — L.H.L. . APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum It1156TjullioD%sh%ets 014, • t through 09 of 09, dated 05/19/I4 with the latest revision dated 45/23/14, se.P by A1'Faroocj'; Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dadg �or"rity Prackuot:Gontro� • Section Approval stamp with the Notice of Acceptance number" and Approval �1;e. �y the MiViii—Dade • CountyProduct Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, state 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 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 Jaime D. Gascon, P. E, NOA No. 14-0529.16 f ' Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Page I Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 ;...;, 2) Cyclic Wind Pressure Loading per FBC, TAS ,2N-94 along with marked —up drawings and installation diagram pf.a.Clippe* 04urninunj.�-; mullion at a fixed window/ a single hung window, prepared by 4I noicanc Enginecrin & Testing, Inc., Test Reports No.'s HETI-08-2192B and J1RYj-08 :1kK, bot � dated 01/15/09, signed and sealed by Candido F. Font, P. E. 0"' ' " ":'•. ...... . .... . 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.' .. • ; . • • • • • ...... 2) Uniform Static Air Pressure Test, Loading�w.VBC, TAS,202-94 01 3) Water Resistance Test, per FBC, TAS 202' 94 ; �; • • ••: • 4) Forced Entry Test, per FBC 2411.3.2.1, aril T.9S 202'94 along with marked —up drawings and installation diagram X a clipped *alt;ninum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 05/05114, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E--1 Jaime D. Gascon, P. E. " Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 If Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5'h Edition (2014), issued by Al Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, HETI--08-2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. G. OTHERS • ...... 1. None. .'. • ...... . .. ...... .. ..... ...... . . • • • • • .. .. . ...... . . . • ....0 ...... .0 ...... .. . 000 • E-2 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY Af'PROVEU IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HWZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD DUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE AATERWL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARC NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS" STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP i ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEPS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP T ABOVE, i-- - - -, I H I I I ijf"I I ij I I I I !1 I II TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY = 6063-T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• En9r: JAVAD AHMAO CIVIL TTA. PE CAN. Q3798592 • • • • ". C^ �t AND/ 1I,l( • • • • • �rW'W M0 I� 9�jr"tm�nr • sIL . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TYPICAL GLAZING PRODUCT J �I 0 4.000 (rowing no. M14-01 -q I.000 �.375 1.000 k-- �2.000 25 125 —�{ 125 �2.000 —^{� �2.000 I —^�� ' 2so 1.000 1.000 p 25 Z i .125 375 G W Q jFZ .125 ....125 .125 4.000 F s a.0o0 a.000 3.000 3.000 125 6.000 6.000 V j u L LLu L O ny of Ir O t9 .375 .375 .125 .250 Q a.6 C �IX = .9502 IN\s IX = 2.0374 IN\4 Ix = 1.538 IN\a IX = 3.1878 IN\a IX = 2.9762 IN\4 LL oQ w Sx = .6335 iN\3 Sx = 1.0187 IN\3 Sx = 1,0254 IN\3 Sx = 1.5939 IN\3 Sx = 1.4881 IN\3 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 a s STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STO, MUI-LION--� 6063-TG 6063-T6 6063-T6 6063-T6 6063-T6 U o J Ix = 8.2757 IN\4 Ix = 15.2031 IN\4 Z J N Sx = 2.7586 IN\3 Sx = 5.0677 IN\3 O 2 X 6 2 X 6 j W n STD. MULLION HEAVY MULLION 6063-T6 6063--T6 W } �- m H co n ~ O 01) N a .-- J N Z Z 1 LL 3Z�� o� 0 J � Q lil m 5 O .718 � j•--1.718—�{ I 2.125 2.125 c .125 'TY 'n.P /ylpmvcd 0v oolnplying 4vMl the a k'httirin l31u1r10 0 2.000 O Uetc __ I^ 00 TdDA1f_ y 5.500 5.5 N-2.000-M • • 000 • • • • • ♦ `� c v 0 0 • • • • • • • • '` a - - — NOTCH NOTCH• • • • • • • • c OPTIONAL 1/2. OPTIONAL • • • •1/• • • G� MIN. • • • • • INN. • • 0a a a Engr. JAVAD ANMAD w '� CIVIL FtA PE � 70592 � p 1/2• • • o• • •/•'• • • • • ♦ • C.A.N, 538 1/2' MIN. • • MIN.* • • d ,1 o MIN. •♦ • • • • •• ♦ • •• t-. O • • • • • • • • • • • MAY 741 2014 dravting no. ••• • • • • ANGLE CLIP MULLION CLIP MULLION CLIP M 4—O 6063-T6 6063-T6 6063-T6 sheet 2 of 9 • • • • • • • • • • ••• • • 0 0•• • • DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) �y WINDOW DIMS. 1X3 STD. 1 X4 STD. IX3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2 X 6 HEAVY WINDOW DIALS. WIDTH (W) MULL SPAN 1X3 STD. 1 X4 STD, 1 X 3 CUSTOM 1 X4 CUSTOM 2 X 4 STD. 2X6 STD. 2X6 HEAVY WINDOW DIMS. 1 X3 STD. 1 X 4 STD, 1 X3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD, 2 X 0 STD. 2X6 HEAVY �! �. WIDTH (W) MULL SPAN WIDTH (W) MULL SPAN 19-1/8" 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1 2" - - - 59.3 55.3 120.0 120.0 Z �}py j 1200 120.0 120.0 120.0 120.0 120.0 120.0 53,8 115.4 $7.1 120.0 120.0 120.0 120.0 - - - 42.8 39.9 111.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 47.5 76.9 120.0 120.0 120.0 120.0 - - - 37.8 35.3 98.1 120.0 30' 37' 42" 48• 38-3/8" 30" 37 42' 48' 4-1/4• 30/ 37" 42" 48" 1Z0' a. a N j I3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 J8.5 82.6 62.4 120.0 120.0 120.0 120.0 - - - 30.6 28.6 79.5 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 33.9 72.8 55.0 113.9 106.4 120.0 120.0 - - _ - _ 27.0 25.2 70.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 29.7 63.7 48.1 99.7 93,1 120.0 120.0 - - - 23.6 22.0 81.3 112.E 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26.4 56.6 42.7 88.6 82.7 120.0 120.0 - - - 21.0 - 54.5 100.1 54' 54• 54" 0 a 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 V p rnl 112.5 120.0 120.0 120.0 120.0 120.0 120.0 21.6 46.3 35.0 _ 72.5 67.7 120.0 120.0 - - - - - 44.6 81.9 68' 68' 66" > S 72" 72' 72" 0 n rp 103.2 120.0 120.0 120.0 120.0 120.0 120.0 - 42.5 32A 60.5 62.0 120.0 120.0 - - - - - 40.9 75.1 19-1/8" 26-1/2" 30' 1200. 1200. 1200. 1200. 120.0 120.0 120.0 19-1/8" 26-1/2• 30" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8' 26-1/2" 30" - - - 44.5 41.0 115.6 120.0 0 W 0 Q Ix Vi 2 - 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37.2 79.7 60.2 120.0 116.4 120.0 120.0 - - - 32.1 30.0 83.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 32.8 70.4 53.1 110.2 102A 120.0 120.0 - - - 26.4 26.5 73.7 120.0 37" 37' 37" Q 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26.6 57.1 43.1 89.3 83.4 120.0 120.0 - - - 23.0 21.5 59.8 109.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 23.4 50.3 38.0 78.7 73.5 120.0 120.0 - - - 20.3 - 52.6 96.7 42" 42' 42" F t- 120.0 120.0 120.0 120.0 120.0 120.0 120.0 20.5 44.0 33.2 68.8 64.3 120.0 120.0 - - - - - 46.1 84.8 48" 42' 48' 84• 48" 132• 114.8 120.0 120.0 120.0 120.0 120.0 120.0 - 39.1 29.5 $1.2 57A 120.0 120.0 - - - - - 40.9 75.2 54" BO" 66' 72' 54" 60' 66' 72' 54" 60" 66" 72" Z � Cj o J (, °p 103.3 120.0 120.0 120.0 120.0 120.0 120.0 - 35.2 28.6 55.1 51.4 112.6 120.0 - - - - - 38.8 67.7 94.0 120.0 120.0 120.0 120.0 120.0 120.0 - 32.0 24.2 50.1 46.7 102.4 120.0 - - - - - 33.5 51.5 86.1 120.0 120.0 120.0 120.0 120.0 120.0 - 29.3 22.1 45.9 42.8 93.8 120.0 - - - - - 30.7 56.4 26-1/2' 30' 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2' 30' 37' 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' 26-1/2" JO" 37" - - - 34.3 32.0 89.0 120.0 -1 1 W In `a FW- V } uJ (1) 20 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24.9 53.4 40.3 83.5 78.0 120.0 120.0 - - - 24.8 23,1 64.3 116.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 22.0 47.2 35.6 73.8 68.9 120.0 120.0 - - - 21.9 20.4 56.8 104.3 115.3 120.0 120.0 120.0 120.0 120.0 120.0 - 38.2 28.9 59.8 55.9 120.0 120.0 - - - - - 46.0 84.5 101.6 120.0 120.0 120.0 120.0 120.0 120.0 - 33.7 25.4 52.7 49.2 120.0 120.0 - - - - - 40.5 74.5 42' 48' 54' 50-5/8' 42" 48' 54' 96" 42" 48" 54" 144" g Z 0 O '^ `Z 88.9 120.0 120.0 120.0 120.0 120.0 120.0 - 29.5 22.3 46.1 43.1 107.E 120.0 - - - - - 35.5 65.2 79.0 120.0 120.0 120.0 120.0 120.0 120.0 - 26.2 - 41.0 38.3 95.6 120.0 - - - - - 31.5 57.9 71.1 114.5 115.2 120.0 120.0 120.0 120.0 - 23.6 - 36.9 34.4 86.2 120.0 - - - - - 28.4 52.1 60" 66" 60" 68' 60" 66" z J 3 Z g 64.7 104.1 104.7 120.0 120.0 120.0 120.0 - 21.4 - 33.5 31.3 78.4 120.0 - - - - - 25.8 47.4 72' 59.3 95.4 96.0 120,0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72" - - - - - 23.7 43.4 Q 0 IV _� W 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 81.3 75.9 120.0 120.0 IJ.I �: 26-1/2' 30' 120.0 120.0 120.0 120.0 /20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 30' - - - - - - 58.7 51.8 54.8 48.4 120.0 120.0 120.0 120.0 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HOR120MAL MULLION 37' 42' 119.9 105.8 102.1 80.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 42' - - - - - - _ 42.0 37.0 39.2 34.8 109.1 96.1 120.0 120.0 48" 63• [48.6 92.4 82.2 78.7 70.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48• 54" 108' - - - - - - 32.4 28.8 30.2 26.9 84.1 74.7 120.0 120.0 PRODUCTVERTICAL54" 60• 73.9 63.0 115.7 I08.0 120.0 120.0 60' - - - 25.9 24.2 673 1200 Z B6" 67.2 61.6 57.3 52.5 105.1 96.4 98.2 120.0 120.0 66' - 90.0 1Z0,0 120.0 72' - ALL LOADS ARE EXT.(+)/INT.(-). - - - - 23.6 21.6 22.0 20.2 81.2 56.1 112.3 103.0 GLAZING GLAZING3aPRODUCT PRODUCT72' g GLAZING GLAZING PRODUCT PRODUCT 3 • N NOTE; MULLIONS RATED IN THESE CHARTS VERTICALLY OR HORIZONTALLY. MAY BE ORIENTED •• • • • •' ••• • • i • • • • • • • i i • • • • • i • • • • i s • • a •• • • • • • W1 W2 I _ MULLION SPAN I as o o (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • • • MULT110n(S TYPICAL MULLION ARRANGEMENTS E�gr: JAVAD AHAIAD CIVIL FLA PE ! 70592 CJ..N. '38 • Appmatd SNIrie�'Gh511ic 2 • Florflu M iid'n1 - • • nt�r�ig1`,A1te l!1 - • 1 kY J L'.114 a j g 3 3 drowinp no. M14-01 `'�� sheet 3 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 Ah AB H2 B4a 11415 WIDTH (W) MULL SPAN A2 A4 AB 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 00" 66" 72" 38-3/8' 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 _120.0 120.0 19-1/8" 26-1/2" 30` Co 42' 48' 54" 80' 66" 72` 4-1/4 120.0 120.0 120.0 1i _ 120.0 _ 120.0 114.2 120.0 120.0 i 120.0 120.0 120.0 120.0 120.0 120.0 Inag 120.0 120.0 f 120.0 120,0 120.0 101.4 120.0 120.0 81.8 120.0 120.0 120.0 120.0 120.0 89.3 120.0 120.0 72.0 120.0 120.0 120.0 120.0 120.0 78.2 112,8 1 120.0 67.0 109.9 120,0 106.4 120.0 120.0 69.5 100.1 120.0 56.0 97.7 120.0 97.6 120.0 120.0 62.5 90.1 120.0 50.4 87.9 120.0 88.7 120.0 120.0 56.9 81.9 11J.7 45.8 79.9 119.9 81.3 120.0 120.0 52.1 75.0 104.2 42.0 73.3 109.9 ' 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72' 42' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72' 04' 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 120.0 100.9 120.0 120.0 1 120.0 120.0 120.0 114.3 120.0 120.0 89.1 120.0 120.0 120.D 120.0 120.0 92.7 120.0 120.0 72.3 120.0 120.0 120.0 120.0 120.0 $1.6 117.6 120.0 63.7 111.0 _ 120.0 111.4 120.0 120.0 71.4 102.9 120,0 55.7 97,1 120.0 99.0 120.0 120.0 63.5 91.4 120.0 49.5 86.3 120.0 89.1 120.0 120.0 57.1 82.3 114.3 44.6 77.7 110.6 $1.0 120.0 120.0 51.9 74.8 103.9 40.5 70.6 106.0 74.3 120.0 120A 47.6 68.6 95.2 37.1 64.8 97.1 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 68" 72" 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" 30" 37" 42" 48' 54" 60" 66" 72' 96' 120.0 120.0 120.0 120.0 120.0 120.0 107.3 94.8 120.0 120.0 120.0 88.3 120.0 120.0 120.0 120.0 120.0 120.0 78.0 120.0 120.0 119.9 120.0 120.0 75.9 110.7 120.0 63.2 110.3 120.0 105.7 120.0 120.0 67.7 97.5 120.0 55.7 97.1 120.0 92.4 120.0 120.0 59.3 65.3 118.5 48.8 85.0 120.0 82.2 120.0 120.0 52.7 75.9 105.3 43.3 75.6 113.3 74.0 120.0 120.0 47.4 63.3 94.8 39.0 66.0 102.0 67.2 117.2 120.0 43.1 62A 86.2 35.5 61.8 92.7 61.6 107.5 120.0 39.5 56.9 79.0 32.5 56.7 85.0 19-1/8" 26-1/2' 30" 37" 42" 48' 54" 60" 66" 72" 63" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54` 60" 66" 72" 108" 108.8 120.0 120.0 120.0 120.0 120.0 86.3 120.0 120.0 78.5 120.0 120.0 118.9 120.0 120.0 76.2 109.7 120.0 69.3 120.0 120.0 96.4 120.0 120.0 61.8 89.0 120.0 56.2 98.0 120.0 84.9 120.0 120.0 54.4 78.4 108.8 49.5 86.3 120.0 74.3 120.0 120.0 47.6 68.6 95.2 43.3 75.6 113.3 66.0 115.1 120.0 42.3 61.0 84.7 38,5 67.2 _ 100.7 59.4 103.6 120.0 38.1 54.9 76.2 34.7 60.4 90.7 84.0 94.2 120.0 34.6 49.9 69.3 31.5 54.9 82.4 49.5 86.3 120.0 31.7 45.7 63.5 28.9 SOA 75.6 ALL LOADS ARE EXT.(+)/INT.(-). • • • • • • • • • • • NOTE; • • ! • • • • • ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • • • • • • • • • • • LOCATIONS AT HEAD, SILL OR JAMB ENDS. • • • ! • i • • i • • • i i • • • FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN AZ A4 A8 H2 H4e Hob 19-1/8' 26-1/2" 30" 37" 42" 48' 54" 6D' 66" 72" 120" 97.9 120.0 120.0 62.7 90.4 120.0 70.6 120.0 _ 120.0 4513 65.2 90.6 62.4 108.8 120.0 40.0 57.6 80.0 5016 88.2 120.0 32,4 48.7 64.9 44.6 77.7 116.6 28.6 0.1 57A 39.0 68.0 102.0 25.0 30.0 50.0 34.7 60.4 90.7 22.2 32.0 44.4 J1.2 54.4 81.6 20.0 28.8 1 40.0 28.4 49.5 74.2 - 26.2 36.4 26.0 45.3 60.0 - 24.0 33.3 19-1/8" 26-1/2" 30" 37' 42" 49" 54" 60' 66" 72' 132" 89.0 120.0 120.0 57.0 ' 82.1 114.1 64.2 112.0 120.0 41.2 59.3 82.3 56.7 98.9 120.0 36.4 52.4 72.7 46.0 80,2 1200. 29.5 42.5 59.0 40.5 70.6 106.0 26.0 37.4 51.9 35.5 61.8 97..7 22.7 32.7 45.5 316 82.4 20.2 29.1 40.4 28.4 �45. 74.2 - 26.2 36.4 25.8 67.4 - 23.8 33.1 23.8 41.2 61.8 - 21,0 30.3 19-1/6" 26-1/2" 30' 37' 42" 48" 54" 60" 66" 72 144' 81.6 120.0 120.0 52.3 75.3 f04.6 58.9 102.6 120.0 37.7 54.3 75.5 52.0 90.7 120.0 33.3 48.0 66.7 42.2 73.5 110.3 27.0 38.9 54.1 37.1 64.8 97.1 23.8 34.3 47.6 32.5 56.7 85.0 20.8 30.0 41.7 28.9 50.4 75.6 - 28.7 37.0 26.0 45.3 68.0 - 24.0 33.3 2J.8 41.2 61.8 - 21.8 30.3 21.7 J7.8 56.7 - 20.0 27.8 TYPICAL ARCHES TO BE INSCRIBED ANCHORS TYPICAL INSIDE RECtANGUTAR SHAPE ANCHORS vHORIZONTAL MULLION GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT Z 0 `e Ian GLAZING ' PRODUCT 3 N 3 TYPICAL ANHORS i GLAZING PRODUCT ANCHOR ETA1L /1 GLAZING PRODUCT • • • • • 1 • A�pURd as muRlli>e Lri•I �. • • • • • • 17NS AIlIliidi C�; r•I,c� • NDA9 �� A�TC� • • � s ;�Pr1. •un1,cY• I f EA Nt� -OA J o (f) J j 0 _3 W j- LU In (n ro h V7 r g O oM Z Z 3� E 32 � J Q-tOv Q Wrn�(� ANCHORS m W2 I MULLION SPAN TYPICAL MULLION ARRANGEMENTS W1 + W2 Enyr: JAVAD AHNAO d, - WIDTH (W) = 2 F A. PE / 70592 CAN. 3538. 5 NIAY�'^.> 2094 drawing l M14, 01 sheet 4,of g • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS TYPICAL At 22 PER CLIP (1 ON EACH WING) 1 PER 1 AL S 1 e 0 1 1 1 1 1 w 1 r"'----------C LLLIII I I I FLOATING CLIP I I 1 I SNUC FIT INSIDE MULL 014 SMS I 1 1-3/4" D.C. MIN. I /14 SMS 1 -3/4" O.C, MIN. 4 PER CLIPA�L 2 PER ANGLE z M ANCHORS TYPE 'A2' U. 6 -. CRNCREYE F k 0 AI Al ST UC E f 14 bG s QQ� .a 2 X 2 X 1/8" ALUM ANGLE 0'rc�'"� 8 0 4 Q Q 0 'a Q w:i O UJ o Z O . j W TYPICAL ANCHORS TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE \ \ CONCRETE OR e A S U uF I M AL STRV rnI I � I I I II IIIII I II I 4 V 44441 FLOATING CLIP2% t/e' I I SNUG FIT INSIDE MULL U LI ALUM ANGLE I I I I I I I I 014 SMS I I /14 SMS I I 1-3/4' O.C. MIN. 1-3/4" O.C, MIN. 4 PER CUP 2 PER ANGLE TYPICAL ANCHORS; ANCHOR ES SUQqTRATF_ldINL EMBED, 1/4" DIA. ULTRACONS BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8' 3/4" CONCRETE = t'c = 3000 PSI MIN. METAL - 1/8" MIN. THK, STEEL Fy - 36 KSI MIN. -1 O p " 1/8' MIN. THK. ALUMINUM (6053-T5 MIN.) 4 Wuj ANCHORS MAY BE HEX OR FLAT HEAD. c--� AlL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED MCI WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE MEIHACRYLATE LACQUER. •• ••• • • • • • •• g • o • • • • • • • • • • • •• ••• •• • • • •• Engr: JAVAD AHMAD • • • • Al..... d as annplyinf; srigl the • • Tlm�u��lAil Co • • • • •• CIVIL FLA. PE / 70592 C.AN.. 538 ., 3 n ANCHORS TYPE 'A4' : • • : • • ( : • : jv10 4P.. rQAY 1f xr ��i draws » �> M 14=01 sheet- 5 of 9 ••• • • • ••• • • TYPICAL ANCHORS 6 PER CUP (3 ON EACH WING) b \ M�� 014 SMS 1-3/4' O.C. MIN. 6 PER CUP 0 t� Tmicni ANCHORS TYPE 'A6' 3 FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 3 PER ANGLE s TYPICAL PER ANGLE 0 k z \ OONCRE`T\\ C) 3 g OR I I M A S U TU E d LL n aW�Q /ALU- ° 1I U 2 X 1/8- M ANGLE o �' 15; TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4' DIA. ULTRACONS BY -ELCO' CONCRETE 1-3/4" 2-1/V (Fu-177 KSI, Fy-155 KSI) 1/4" OIA. SELF DRILLING SCREWS METAL 1/8" 3/4" (GRAtlE 5 CRS) I Z�_. I aW 2� O Oj m rn J � Z O ul J 7 W W 05n O 1 Z ? _ CONCRETE _ ('c 3000 PSI MIN. METAL 1/8" MIN. THK. STEEL Fy - 36 KSI MIN. : J Q 3 z O `r Ld 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) �� W w ANCHORS MAY BE HEX OR FLAT HEAD. Q ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR - WATER -WHITE METHACRYLATE LACQUER. c •• ••• • • • • • •• • • • • • • • • • 0 "N 0 En9r: JAVAD AHMAD CIVIL a I I g • • • • • • • APi� 0afn �,�y • • , S •' FIX PE / 70592 C.A.N. 3538 : n1r11iy� OI Ua IA 2� • . • • i( �-. • • • : • nd Pro uRi - u 0 drawing no. •` MAY 2 u 7014 M.14-01 sheet 6 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 2 PER CLIP (1 ON EACH W�ING,)� � E4- j �14 SMS 1-3/4" O.C. MIN. I 4 PER CLIP Z n ANCHORS TYPE 'B2' TYPICAL ANCHORS 1 PER ANGLE \ \ \ i1LLE0 9LOt,K FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 4 PER CLIP (2 ON EACH WINC) 2 PER TYPICAL ANCHORS TYPICAL Al 2 X 2 X 1/8" ALUM ANGLE s Z % z o !L 0 O yy Lcg� h Q 1 J tSM� OIL i U 2 Z m O 0 TYPICAL ANCHORS: � ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. tw- 4" OLl ULTRACONS BY 'ElCO' MASONRY 2-1/2" m V) (Fu=177 KSI, Fy=155 KSQ WOOD 1/ 1 I I I 2 1 I I I I I [FLOATING CLIP 1 I ! /2. 2 X 1/s. - 1 1 SNUG FIT INSIDE MULL LI L ALUM ANGLE m I I I I • 114 SMS ' ' #14 SMS 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE • Engr: JAYAC AHMAD m "r FLA. PEM//L 70592 w • • • • • • PPP�y�fi�' w• CAN. J539 .. ay. • • • flurida U Ai �mPt lavo1 �• ¢g NCHORS TYPE 'B4a' • • • • ('1O^�- • r } ((TT // Y • • • • • • N (" • • �-1 i Cl dr0wing n 29 2 0. ter _l M14-01 cheat 7 of g ••• • • • • ••• • • (04V a TYPICAL ANCHORS TYPICAL ANCHORS 0 Z 4\PERR CUP \(2ON EACH WING) \ 2 PER ANGLE \ \ \ \FILLEO�LdeK #14 SMS 1-3/4" O.C. MIN. 8 PER CUP NCHORS TYPE 'B4b' -V 4G CLIP FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 3 PER ANGLE 2X2X 1/8- ALUM ANGLE D a 0O �i a vOo gJ�o 04�a O G a6 1 C —� q s J z � o � 'w TYPICAL ANCIiORS: :D q ANCHOR TYPES SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. 4' DIA. ULTRACONS BY'ELCO MASONRY 1-3/4' 2-1/2" (Fu-177 KSI, Fy-155 KSI) WOOD 1-1/2" 1' H (n O o N1 WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY - C-90 HOLLOW/FILLED BLOCK T'm 2000 PSI MIN. j Z O 7 J Z L - 3� IBY OR 213Y WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 2 0 p v THEM TO BUILDING STRUCTURE. W w ANCHORS MAY BE HEX OR FLAT HEAD. O i/ Engr: JAVAD AH CML rd I,1 .s FLA. PE/ 70592 �+ f • • • • • •p0U1p 7��•' • C.A.N. J538 ^ w g D Na • • • • i. m • •• ••S7P' Iv1. 10 •• • • • f • � -� • drawing no. Pgi,2M14-01 sheet 13 of 9 #14 SMS SEE CHART FOR QUANTITIES TUBE MULLION 14 FH ) 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY TUBE MULLION 114 FH SMS 1-1/2" O.C. MIN. SEE CHART FOR QUANTITIES ----- ------ I I . 1 j I I J14 FM SMS I I 2 PER CLIP E I i" O.C. MIN. 1 , I ' — 1-3/4" X 2" X 1/8" (FOR 2BY TUB 3/4" X 2" X 1/8" FOR (1BY TUB ALUM MCI CUT TO FIT SNUG INSIDE TUE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. AIIN, CL TO CL SPACING ALUMINUM • • •• • • • • ••• • NO/Al ••• •• •�I ePr ni I ••• • • • • ••• • • • • • • • • • • • • ANCHOR N0. OF CHART I SCREWS TYPE A2 2 TYPE A4 TYPE A6 CML FIA. PF. Y 70592 CAN. 7538 IiiA %'3 201r rt I r if drawing - no. M-14-01 sheet Q of 9 M IAM I•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 Lawson Industries, Inc. 8501 NW 90" Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the A14J (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:Idd the AHD may immediate) revoke modify, p p j • • y y , or suspend the use of such product or material �i�hxi their. jurisdiction. • RER reserves the right to revoke this acceptance, if it is determined by Miamii-t*efe CAnly orroduct...:. Control Section that this product or material fails to meet the requirements of the apQtita6le building code. This product is approved as described herein, and has been designed to complyJitVUie FlolkLa Bpilding • Code, including the High Velocity Hurricane Zone. .... . .. ..... ...... . . ..... DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door — L.M.I..'..' ; •' • • • • • APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGDs-4200:Aluminuln Sliding •� Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/23/12, with.ov lates't•...• revision `B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E., bearing.tJ a Viami-Dade Count....: Product Control Section Revision stamp with the Notice of Acceptance number and Expiration diall by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. 12-1204.12 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 Jaime D. Gascon, P. E. NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 Page I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Rcug4,j•No.'s HETI-11-3269, dated 05/16/ 11, HETI-11 3292, dated loft } % HETI-I1 3274; • • •; • dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12 ADAQ• dat(:d•1$f12/12 HETI-12--4051, dated 06/13/12, HETI-12-4053 and H-OW.-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • •. ; • • • • .... . .. (Submitted under previous NOA No. 121204.12) ..... • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2Qt;g4 ; • • • • 2) Cyclic Wind Pressure Loading per FBC, Ti49;30334 • • along with marked -up drawings and installation diagram of an �1luminurrr Slidir ..:. Glass Door, prepared by Hurricane Engineering & Testing,:Ino.,•Test Reports No.h• • •• HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/1f, HE'1')< t-3307, ' dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11 3330, dated 01/16/12, HETI-12-4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 3. 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 Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12--1204.12) 4. 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 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--11-3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Jaime D. Gascan, P Product Control Section Supervisor NOA No. 14- 0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 84244 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Sed,%.P..;F. (Submitted under previous NOA No. 12-1204.12) • • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 ..... ; • .. • • • • • 2) Uniform Static Air Pressure Test, LoadingTvr:FBC, TAS,202-94. 3) Water Resistance Test, per FBC, TAS 202.-94' •. : • . • 4 Impact Large Missile Test per FBC TAS 1 *g4 ' " • • • • • p 5) Cyclic Wind Pressure Loading per FBC, aO3-94; • • •: • • • •" 6) Forced Entry Test, Type "C" sliding do on-,;ade 10, .per FBC . • 2411.3.2.1, TAS 202-94 and per ASTM F'842-64 • • ....:0 along with marked up drawings and installation diagram of ati Alumi'n um Slidim • • •; Glass Door, prepared by Fenestration Testing Laboratory, Inc., f� set+.�cporfs No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis) Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL -3424, dated 04/18/02, FTL-3425, dated 04/29102, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL -3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02--1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-2 Lawson 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 PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. 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" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. • 5. Notice of Acceptance No. 14-0423.17 issued to Eastman Ch®mieal Confpany (MA) ..... for their "Saflex Clear and Color Glass Interlayers" dated.d�/.L9/14, a,#Qi'•ing on 05/21/16. •••�•• 6. Technical data sheet of flexible vinyl compound FPVC 726,7-*?5 .(Whita)• FPVC • • • •; 7200-75 (Black), published by Team PIastics. Inc./ Bayshore Vi$r CompbunKls, Inc. • • • • • .. .. . ...... F. STATEMENTS 0 . 1. Statement letter of conformance to and complying with AC•51' Edition. (2014)„•„• issued by manufacturer, dated 09/02/14, signed and sealed by ThQfts J. tos, p. E. • 000000 2. Statement letters of no financial interest, independence, conformance aid for plying • with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by1homas J. Soto, P. E. (Submitted under previous NOA No. 12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-113269, dated 05/16/11, HETI-11-3270, dated 05/16/11, HETI-11 3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI--11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI---12--4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Sella, P. E. (Submitted under previous NOA No. 12-1204.12) (::� -" Jaime D. Gascon, D. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-I1-3307, HETI-11-3313, HETI-11-3314, HETI-11 3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12- 4052, HETI-12--4053 , HETI-12-4054, HETI 12-4064 and HETI-12- 4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 12 1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by 1shQ4.Chanda, P. E. ...... (Submitted under previous NOA No. 11-0518.03) • • 8. Laboratory compliance letters issued by Fenestration Testing Lah*.9jory, Inca ?`or Test • • • • • Reports No.'s FTL-3078, dated 01/10/02, signed and sealed byls?tis Figuawdol, P.E.: • • • •: (Submitted under previous NOA No. 02 1126.04) 66669 • • ••... 9. Laboratory compliance letters issued by Fenestration Testing La'bo 0alory, tue , rQr Test • • • • Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, bgtri.4ined and sealed by**::* Joseph C. Chan, P. E. • • •;: • (Submitted under previous NOA No. 02-1126.04) 0 • • • • 10. Laboratory compliance letters issued by Fenestration Testing Labordtory, Me. i)r Test • • • Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTI-34261' dated 04/26/02, FTL-3492, dated 06/20/02, FTL -3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-4 K SEE BELOW NOTE 15. 1 �r- 1 I 1 v F I 1 U j Y 1 1 ° % 0 4 a r -D. ai lu IJ 1 4`• �1 1 1 Xr LP or RP -X 1 D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW NOTE p5. 1 y 00 0 A r a ' I w I 1 y' 1101 LU/LI — XX-LP or RP-X �2./T I IF I i1 f-I F a• a• a• r 3D/3T - XXX or LP-XXX or RP-XXX 3D/3T 3D/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW NOTE 05. XX or or LP-XX-RP 2D RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 2D/2T - LP/RP -� SEE BELOW NOTE /5. SEE BELOW NOTE I /5., i o F i 11 G a f j j ��///, j � /� s% 1 -0 o- ••0 o- li" IJ.0 •0 .0 .0 i a.a..p.q 4D/3T - XXXX or 4D/2T LP-XXXX or RP-XXXX or LP-XXXX-RP 4D/3T LTD 4D/2TT 4D/2T - LP/RP 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) NOTES: 1) REFER TO SHEETS 8 OF 14 - FOR GLAZING OPTIONS AND DP CHARTS. 4D 2T - LP 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFr POCKET SHOWN FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) PO#1CKET & WALLS SEE GENERAL V j it t/7Sr- XO 2D/2T - OX 2 DOOR NOTES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. G d0 j G= A A E • • 31/2T - OXO 4D/2T - OXXO 3 & 4 DOOR NOTES: 1) REFER TO SHEETS 5 OF 14 FOR • • • • • • GLAZING OPTIONS AND OP CHARTS. • 2) REFER TO SHEETS 6 & 7 OF 14 • FOR TYPICAL CROSS-SECTION DETAILS. • • • 3) REFER TO SHEETS 6 OF 14 • • • • FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR General Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 5th EDITION (2014) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED. LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 20L4 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED 1N THESE DRAWINGS ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS N 2, S. & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, 9, 10, & li OF 14. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST HE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC 6th EDITION (2014) CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS N 3, 4, 6. 7, 9, 10, & 1t OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. 18.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • 2 r DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT./IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 6/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) =8/056 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT./IN. FT./IN. EXT. (+) INT. (-) EXT.. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 98 3/8" MAX. DOOR WIDTH 13 1 /4" MAX. ��/��/ C4 UANCHORS SPACING LIMITATION: TYP. �T STILE ENDS Anchors not to exceed HEAD/SILL 10 1/2" O.C. of Doors _ emoller than 60" in wi th. A / 6' 7/16" LAM. GLASS a = L� 1 \C) M 2 W M u O u¢ 01 rn 0 0+ I p I SEE CHART AT LEFT SOTEEL) 8/0 65.0 65.0 65.0 65.0 X X X X � I I X B I 0 NOTES: 1) REFER TO SHEETS 3 & 4 OF 14 I y xi i 44 3 4" MAX. FOR TYPICAL CROSS-SECTION DETAILS. / -0 a 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX. PANEL WIDTH MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/6 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) 1 LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. -BULB VINYL 17 BULB VINYL 17 -BULB VINYL 17 BULB VINYL 17 /I6' HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS 3/16' HEAT STREWD GLASS 3/16" HEAT STREWD GLASS 090 INTERLAYER 090 PVB INTERLAYER 090 SAFLEX HP .090 PVB SAFLEX -DuPont SenlryGloea by: p: DuPont Butacita by; I1 Clear or Color Glass Interlayer Clear or Color Gloss Inlerlayer W E.I. DuPont DeNemoure k Co., Inc. W E.1. OuPont DaNamours hCo., Inc. W by: Solutio, Inc. gw by: SoluDa, Inc. m 3/I6" HEAT STREN'D CLASS m 3/18" HEAT STREN'D GLASS 3/16" HEAT STREN'tl a H- 3/16' HEAT STREWD GLASS 2 Z It m• • • • • •• In SILICONE g N SILICONE SILICONE ••',� (A• • • %LICw4E • N SCHNEE- MORE HEAD 5731 SCHNEE-MOREHEAD 5731 _ SCHNEE-MCREIN 5731 • • KHN6E-1♦OREHEAD 5731 g DOW CORNING 899 00 g DOW CORNING 899 p0 DOW CORNING 89 • • IJOW CORNI 899 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTtiU�1 •G • • I �• iREMCO SPECTRUM 2 .I, I 40 On I. .I40 .I..I: 40 4 • •• o PRODUCTU • • • • • az comPly6iS wM with the Flotide I I • • • • ��enrnNo O:IA 0 GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' • • • • • GTdtS ��' •p� GLAZING DETAILS ••• • • • dfienlUed�PoductControl ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v 6" MAX. TYP. M m HEAD/SILL O A w O CORNERS o mov Q (� N CO oo ao a a N � � I zT, o iLn a a y o O R C9 I K 0 3 O \ QO NUN U \ m pg~ � Q � 8 E E a ; o s h s r z z � d sY s m ,11l1l6!iRlppAd ,• ' • ��/ 'pis ,,,��0� 4 yh, dr'cn,U c Ln O.C) a 4lITIIIIt Ea A 3/I' (MIN, BED) 9/ 1 b"'. MIN. Non -Shrink, Non-Melallir Grout. of Minimum 5 Kei TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1" Min. SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS METAL STRUCTURE 10 BY ' WOOD BUCK : e I Edge Dist. Q SEE ELEV. FOR SPACING e .a.•. _ ;'d S T M VJ .Nv 0 (MIN. EMBED. ! "4 d 4' > N d L 3 Blch i1YOM q M.tel Mckm.. O V O - Q 00 n A Ai w J O Ul U x un_'S'AL STRUCTURE ATTACHMENT DETAIL Z p vq� 3 4�Min. NO ALUMSTTOLBE PIN AINTEDTORI PLATED. m g a d O 1'Min. 2. METAL STRUCTURES: TYPICAL ANCHORS IN PAIRS Edge Dist. C5 a j Edge Dist. Typ.) SEE ELEV. FOR SPACINO TYPICAL ANCHORS IN PAIRS A) STEEL : Fy = J6 KSI MIN. z O (STEEL 12 GA. MIN. THICK A 0.105') vi O SEE ELEV. FOR SPACING B) ALUMINUM 8063-TS MIN. '"� N -n (ALUM. 0.078" MIN. THICK) "�" .0.7 MMIITES FOR SPACING) DO [.) 2BY Wood Buck Subetrola or 'C I 1/4' Wood Stm lure w/ (SC) MUMI-DADE COUNTY U m S ecific G vil .55 min. T APPR'0 MULLION (MIN. EMBED.) P y= (y,•) 1 a1 _L SEE SEPARATE NOA p a Meen wyaa ~ QG ar � -7� LAMINATED GLASS W 04 Q' w N NOTES: 1) REFER TO SHEET 2 OF 14 3 4" Min. h U> FOR GLAZING OPTIONS AND DP CHARTS. Edge Dist. N < 2) REFER TO SHEET 4 OF 14 a N § FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD BUCKS AND METAL STRUCTURES N07 BY LAWSON INO. 3) REFER TO SHEET 2 OF 14 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND FOR MAX. ANCHOR SPACINGS. TRANSFER THEM TO THE BUILDING STRUCTURE. 1 �7 TYPICAL ANCHORSSEE ELEV. AT SHEET 8 FOR SPACING p O N p Q cc N W K 01 N J O J =w M= 1/16" or 1/8" � I V) - SILL RISER 1 ADHERED TO SILL Ld WITH SILICONE (/1 FULL LENGTH OF UNIT N ANCHOR TYPE CHART IN CONC, or MASONRY- min, ANCHOR OPTIONS HRAD-8131 JAMB RMbedm..t Edge Diet. Conerete ELCO ULTRACON 1/4' 1/4' 1 3/4' 1' 2.85 KSI BUILDER 1/4. - I 3/4' 4' 3.2 K.i BUILDEX - 3/16' 1 3/4- 3' 3.2 Kai ANCHOR TYPE CHART IN 2X MOOD BUCK min. ANCHOR OPTIONS HEAD -SILL JAMB 19mbedment Edge Diet. 2z Mood ELCO ULTRACON 1/4' 1/4' 11/4- 1' •55 SG BUILDEX 1/4' 1/4' 1 1/4' 1' .55 SG S.M.S. (Into 2X) /12 1 #12 1 1 ' - 1" .55 SG qE 3 < tl r v N a 3 3 � � o 1/4" DRI F X F DBi IN. SCREWc - INTO METAL STRUCTURESd STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) N • • ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 9 41 3 of 4Yttl.k.)n,)=JBJt ♦t , o { • • TE •I CSNTACT WiFN ALUMINUM TO BE PLATED OR PAINTED) I� • •"'�•e"a9 ��9� ♦O♦♦ �� .• o • HITOsAPNRO'4Ea•MULLIQN$ (NO SHIM SPACE)LLI • • .. (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) " (1/4") INTO CONCRETE AND MASONRY - 4" MIN. (ITW BUILDEX) j 4 PRODUCT REVISED mooy g wI lttidl U1e Florida • • • (3/16"j INTO CONCRETE AND MASONRY = J" MIN. (ITW BUILDEX) • • • INT0•V"D STRUCTURE • •l; MIN. 1/4' TAPCON or APPROVED EQUAL BY EGR Butldiog Cock W/ i 3/4' MIN, EMBED, INTO 3,2 Ksl Conc. B 6%uccptvnco No r A Q�,• INTO EfAL STRUCTIRE =03/4" MIN. FROM CORNERS t SEE ELEVATION AT SHEET D 17p/ K • • • 2 OF 14 FOR MAX. SPACING, _ ��.© • AL ANCHORS IN PAIRS , • • • • • 9rRAME AND VE16T WRNELAND INSTALLATION SCREWS AT SILL ELEV. FOR SPACING NU461) ocic Product Contro • SEALETI WITH WHITE/ALUMINUM COLORED SEALANT. mmm ,,U C FQ- '.MKS �i� •_ 17,E BAfJT111 j1t tt t�j Fd A ' • ••••• • • • • • • ••• •0 • • •• •• TYPICAL ANCHORS IN PAIRS FSEE ELEV. FOR SPACING 1/4" MAX. SHIM a— s 3/4. (MIN. EMBED.) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING cuHl i'� O 2BY W00 BUCK OR WOOD R URI TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM T.IF'TAt STRUCTURE ATTACHMENT FTATTr NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. Ivc&iuiM.s. 2. METAL STRUCTURES; A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK = 0A05") B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.076" MIN. THICK) O I-1 1/4' _ _ I U —' — - — — —1 Ia�KLLN� UPTL— — -- (MIN. EMBED.) NOT REOD. ON 25 ®8/0 X 6/8 SIZES SEE CHART ON SHEET 2 OF 14 2D/2T — XO (ShownEXTERIOR) DOOR WIDTH 2D/2T — OX (Reversed) i NOTES; 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS, 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1 /4" SHIM TYPICAL ANCHORS IN PAIRS MAX. SEE ELEV. FOR SPACING z �lm 3 a - 17 Or .- 23 24 6 a `17 D.L. (PG. • • ••• ••• • �• 1•�1� PANEL WIDTH (MIN. EMBED.) ,BY P.T. PRODUCT'REVISED • • • • _• • • • •�� WOOD BUCK as wlnplying with Ula Flotide buMdln Code • Accc uNo • .• • • Wllard ado Produtl Cantro • ••• • • 02 03 °z M 10 P4 �djl 0 p o O C m0a 66 2 A Y Z i/i O W D Sol- R c o ..0 Iq ti CQ A Z o z a � 0 o �u �D co o ® z V � w C4 a fox 0 o P� F N DO DO qK3 d H u N U\ \ 4 0 s= E d of i m "^r a ............ w d' Cl 01 n In it ¢� OXXO OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 3/16" HEAT STREN'D GLASS 090 PVB INTERLAYER DUPONT BUTACITE by: E.I. DuPont DeNemours & Co. Inc. [p 3/16' HEAT STREN'D GLASS z `o"j SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'D' BULB VINYL 17 STREN'0 CLASS NTERLAYER t-SentryGloas by: E.I. t DeNemours & Co., Inc. Zm16' L3/1"HEAT HEAT STREN'0 GLASS � NSILICONE SCHNEE-MOREHEAD 5731 a0 DOW CORNING 899 \ TREMCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAILS N rn 196 1/4" MAX. 13" MAX. TYP. DOOR WIDTH CLUSTER OF t AT HEAD/SILL 4 ANCHORS _ 6" MAX. TYP. i AZ AT STILE ENDS 6HEAD/SILL CORNERS i M W [ II II I II 7/16" OVERALL LAM. GLASS II II I /// T- x w a =ax w a0 C2 I I I o z 0mGL 0 01 II II II II II N I I I II II II 30 B II II I o I I STEEL REINFORCING AS REOD. B2 O of X of X I O M � f r � ; mpul [ 3LLv ' w N W = ao�o. 6 aLn r•\i�a f M r®� s c [ 50" MAX. PANEL WIDTH 44 3/4" MAX. D.L. OPG. - 50" MAX. / NOTES, 1) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. V) w Ov o PANEL WIDTH 2) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. CO n ; a e H " 4 DOOR - TWO "OXXO" TYPICAL TRACK VATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT tZ e DOORS GLAZED WITH LAMINATED GLASS RATED FOR E DESIGN L GLASS TYPES A OR H PANEL WIDTH NOMINAL FT./IN. DOOR HEIGHT �./IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 6/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.14 40.7 60.0 56.7 60.0 60. 40.7 60.0 56.7 60.0 6041 • �Q 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8/O 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60: • %0.0 40.7 60.0 56.7 60.0 Vb • 60. 40.7 60.0 56.7 60.0 :fyp♦0 •450.0 PRODUCT REVISED ,ts complyhtg. ith Lho F'1o11da O tBy AQ O f% 2 9F.. od t C trot • PANEL MAX. D.L.O.: 3/0 X 6/8 = 32-3/4" X 74-3/4" '11110 •R• 18 - •4 &3)" eX 74-3/4" •1-/11 4 6/8=5,5•3/4• X 74-3/4" j0 w 8/00=•32-3/,C X 90-3/4" aft/0 % a/0=•14-3/ 1'•X 90-3/4" • ••• •• • •• • r • ••••i • • ••• • s -i & tttttpAll iS[ppC! " a0: to LL p.Zr01 TYPICAL ANCHORS kSEE . FOR SPACING TYPICAL ANCHORSIN PAIRS Min. SEE ELEV. FOR SPACING IBY Edge Distx ��WOOD BUCK q (MIN. 3E4fBED.) 9J16.1. °d 3/4'MI1 N. EMBED.) 1 3I//4' .z MIN+ (MIN. fJABED.)/'A'a ' '2 7YP. Non -Shrink, Non -Metallic Grout of Minimum 5 Ksi 1 X \N Edge 1 1 /4' (MIN. EMBED.) -7/16'-LAMINATED GLASS it 29 Il NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS, 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 — FOR MAX, ANCHOR SPACINGS. Of LLI 0 In w K V1 vt O J W u SILL SILL RISFR DHEHED WITH �twil w Jr RLLENGTHF UNIT SILL I 1 B3 M N �w f a 1/4' YAPCON or APPROVED EQUAL BYJEORV/ 1 3/4' MIN. EMBED, INTO 3,2 FROM CORNERS 6 SEE ELEVATION 5 OF 14 FDR MAX, SPACING, Kai Co AT SHEET 'PICAL ANCHORS IN PAIRS =E ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. FOR SPACING STRUCTURE C 00 t O N m c M i0 C MeiiylTMac4Yti�"fei mom r _.. -: 3 LL M NET T. 4TRULR fRR ATTA .HNF.NT DBT' 1 4 C Z p N1. OTE:L t STEEL 1N CONTACT W(TH 1/4" Min. ALUM. TO BE PAINTED OR PLATED. t 00 X a 2. METAL STRUCTURES: CAL ANCHORS IN PAIRS Ldge Dist. A) STEEL : Fy - 36 KSI MIN. ELEV, FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 GA MIN. THICK - OAO5") SEE ELEV. FOR SPACING B) ALUMINUM ; 6063-T5 MIN. Qo.d (ALUM. 0.078" MIN. THICK) 213Yuck S (SG)te orMIAMI-OADE COUNTY ure w/ (SG) APPRb MULLIONAty- .55 min. (Typ.) SEE SEPARATE NOA H ® M Netsl�ihklm""..r • C X PRODUCT REVISEDr. w < u nv complying with Ulp Florida t Building Code Q N c Acceptenco No T r 3/4" Min. 1 arc 20 [H E ` N i Edge Dist. D wood ado Prodocl Coutrol r10OD BUCKS AND METAL STRUCTURES NOT BY LAWSON UST SUPPORTLOADSIMPOSED BY GLAZING SYSTEMANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORSSEE ELEV. AT SHEET 8 FOR SPACING W h m I o = n li 8 E c a'°o z 1/4" DRI F X 4 F DTI • IN SCREW g c °a INTO METAL STRUCTURES d m s a; STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) • • • • 0 ALSMINUM : •1/8"VAK, MIN. (6063—T5 MIN.) \\\\\\ '•; ("i �•'"/Ar • •• jTE0_ IC CQNTtT WITH ALUMINUM TO BE PLATED OR PAINTED) �� 0. .••......1, rrr • • • • • IL INTO •APFIRO 0 i �L<IONS (NO SHIM SPACE) ro Q?� ' •'�>;: TYPICAL EDGE DISTANCE L^ • q e (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) rn •`c1 * 01 = cV - 0. P yypp7CH (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) � � Z `n It; EHD • � • (�/•I S") INTOOMRCR" AND MASONRY - 3" MIN. (ITW BUILDEX) �oZZ •,•• 7 ANCL CHORS • • • INTQ O/OOD STI�ICTUREO 1" MIN. �10� rir y� •• •.. , � 2 PER CDP • • • • ITT METAL W UCTURE:- 3/4" MIN. o ri • • • • • • • FRAME AND VEAT CORNERS AND INSTALLATION SCREWS AT SILL ,A,aE ••••Ira\\\� A SEALED WITH WHITE/ALUMINUM COLORED SEALANT. ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS HHAD-Sal IAMB X. dw.nt Edge OWL Conorete ELCO ULTRACON 1/4' 1/4' 1 1 3/4' 1' 2.85 Ksi BUILDER 1/4" - 1 3/4' 4" 3.2 Ksi BUILDEX - 3/ 18'1 1 3/4" 3' 3.2 Kai ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS HEAD-SIId. JAMB Embedmen Edge Diet. 2: Wood ELCO ULTRACON 1/4" 1/4' 1 1/4' 1` .55 SG BUILDEX 1/0.` ;IT 1 1/4' 1" .55 SG S.M.S. (Into 2X) #12 #12 1 1/4" 1' .55 SG ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T TYPICAL ANCHORS IN PAIRS I 3/4' ^. 3 SEE ELEV. FOR SPACING PANEL WIDTH MIN. EMBED. 1 /4" SHIM 1 /4" SHIM a q.] MAX. z n MAX.:. ... m w D.L. OPG. 114 g is D.L. OPG. 7 �� < O zo m �e 3�n 0 17 23 — — '- — — — 23 —. —.—. n7 4 6 16 16 8 2400 F; �i C5 cai o .... ...... CD I1 N 21 G (D 17 ,• U1 x 11 9 25 25 B 10 1:4 0 30 ��11 z z Q 1/4"— (MIN. EMBED.) — — — _� SCREENS OPTIONAL C1 D.L. OPG. O O EXTERIOR D.L. OPG. IBY BUCK �W a ✓✓� W PANEL WIDTH WOOD 4D/2T — OXXOH 0 0 DOOR WIDTH N a NOTES: 1) REFER TO SHEET 5 OF 14 _ A FOR GLAZING OPTIONS AND DP CHARTS. Q 2) REFER TO SHEET 6 OF 14 U '� FOR VERTICAL CROSS-SECTION DETAILS. Fn 3) REFER TO SHEET 6 OF 14 1/ 4" SHIM FOR TYPICAL ANCHORS AND NOTES. o a e 4) REFER TO SHEET 5 OF 14 PANEL WIDTH IBY r MAX. FOR MAX. ANCHOR SPACINGS. WOOD RUCK 1/4" SHIM o S � n D.L. OPG. 7 MAX.� 6 26 11 6 io } cai E� d $ •� F v 6 4 p' PRO D iZE CD y p 3 ti x 16 CT VIS 33 d es w plying with the Nlonde ql'I — — — • Buld Codc V O o y Ay y ...... 00 d d i o — - u O+ O+ • 17• • • • t' Minml ade Product Congo a*"1dp:,:u.crCe`,n7 25 30 • • • • • • • �, �.%I r�'v (MIN. EMBED,) - - - • • • • • • • :i SCREEN PTIONAL ..- �� G '.4n N TYPICAL ANCHORS IN PAIRS E D D.L. OPG. ! ui u0i • 2 C O SEE ELEV. FOR SPACING O EXTERIOR O U O" O- PANEL WIDTH • 1 3/4' 11' v! 3D/2T — OXO • (MIN. EMBED.) o'er • . . . • • Be ., • y • • .4 DOOR WIDTH • • • • • • • • g I-4�""p�, p • •• •• • • • •• •• 000 0 • • ••• • • 11 y F i 4?0 oiC ` a' ILA LI IJ (rl POCKET WALL 1 r SEE NOTE #3. r (TYP,) X-RP or LP-X F 1 0 A �� ; U I M F- a 0 4 Li - x a- 0, i m = w �� MM a IIJ •,0 •0 all ttl an 0 ir1 W 2 a t 1 G' "a 1 0 a, z a 0 r a >� XX or XX-RP or LP-XX or RP-XX-LP j all U 1 ✓ 11 J a= a• a' �i PocKET wnu ET111E. tl •� �'� •� tt� SEE L.3. r (NP) XXX nr RP-XXX nr IP-XXXT 1 F j/ j // a• a• a• a - a• o-- =a •� 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 13 1 /4" MAX. TYP. CLUSTER OF 4 ANCHORS AT HEAD/SILL AT STILE ENDS MAX. TYP II II II II II � II II II II II II II II II U, a I p II II F ) Ma =t> II II II II II II II I II F2 p II I 7/I6" OVERALL LAM. GLASS I II I STEEL REINFORCING II AS REOD. II I II p � 84 II � X 83 11 0l X u X a u IIILL 11 X -� r I y I o I I I I 48 3/4" MAX. ° L PANEL WIDTH I =r PANEL MAX. D.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" xXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 4/0 X 6/8 = 43-1/2° X 74-1/4" 3/0 X 8/0 = 31-1/2" X 90-1/4" APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4" WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VI 17 BULB VINYL 17 3/16" HEAT STREWD GLASS 3/16" HEAT STREMO GLASS .090 PV8 Interlayer Soda. CP-SONe% & SWI.R HP 090 PVB INTERIAYER a t,r by: SOLUTIA. Inc. or DuPont Butacite by: E.I. a W DuPont Butacite or • puPont-Sent lase b O Y E.I. DuPont DeNernours & Co., z. m DuPont DeNemours & Co. Inc. - 3/16" HEAT STREN'D GLASS t- Z Ca3/16" Inc HEAT STREN'D GLASS SIMONE SILICONE DOW CORNING 899 DOW CORNING 899 I. I. 40 I, I; 40 GLASS TYPE 'A'A' G�SS�PTYrE 'B' GLAZING DETAILS 43 1/2" MAX. 49 1/8" MAX. 4 DOOR - THREE TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT POCKET WAI I. SEE NOTE #3. (nP.) I 1 d m 1 � < I <4 I I I I I - I i 0 3 i 1 y 1 y I N a K 0 i� z a I Ix o I Q U I � m I in 2< 1 � I NOTES : 1) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16 AT SHEET 1 OF 14. DP CAPACITY - PSF (2 I/4" SILL) DP CAPACITY - NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' WIDTH HEIGHT FT./IN. FT./IN, EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (20R) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 8/0 (2DR)) 8/0 56.7 • 18.0• �56: 6.8� :68.p "A.0 (W/ 2 STEEL • 12/0 (3DR) (W/ i STEEL) 8/0 56.7 • &8,0 • • !•� 56•� • • ��LL T 0.0 � • � � � • • • i • 12/0 (3DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 16/0 (40R) 8/0 53.3 E�• 53% ft 6d • A: • (W/ 1 STEEL) 16/0 (40R) W 2 STEEL 8/0 • 57*3 • 6810• • • 53.3• • i8.0• • • 68G • 684o 68.0 68.0 DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PSP (8" sDa.) [LAMINATED GLASS GLASS TYPE 'B' LARGE MISSILE IMPACT EXT. (+) INT. (-) PRODUCI'ItEVISBD ae complying w_i1N the Florida BuldiQ • O, 68,0 68.0 �j�dc No Q ate68.0 68.0 c �/)(•)>I dvu Product Cmnro �0 M .`Q At 68.0 68.0 •)68.0 (•)66.0 � •�I.111. yy 11J 60.0 60.0 ?i � '•' (•) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP Laminate ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u7 � 1• of of rrl l It's ,Ipi 619trrtt9 ulpLu z C I/ W O 1" Min. 1/4' TAPCON or APPROVED EQUAL BY FOR Edge Dist. V/ 1 3/4' MIN, EMBED. INTO 3.2 Ksl Conc. 2 6' FRDM CORNERS 6 SEE ELEVATION AT SHEET B OF U FOR MAX. SPACING. :M 39 r + d 1 J/4' '�'c d . 1 3/4' (MIN. MBED.) d • G d, (MIN. EMBED.) 4V . d •d 1/4" MAX. J GAP e L BY P.T. � 11 woaD BUCK 1/4- (MIN. BED.) 7/16'-LAMINATED GLASS L TYPICAL ANCHORS IN PAIRS SEE El' FOR SPACING X f f d 2 e 4 n TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2BY\ Specific Wood Buck S.55 Min rote Wood Structure w/ (SG) Specific Gravity- .55 min. (TYP•) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS—SECTION DETAILS. _ 3) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. Cr W E Wm J W w U N = n In PRODUCT REVISED Oc as complying wiQl the Florid) W LL BuIlding Code n Acoeptonca No VI N 1/8" SILL RISER M ,� ADHERED WITH � = / CLEAR SILICONE f#oduu Congo FULL LENGTH W OF UNIT SILL In d'', (MIN. EMBED:) ,.' 1/4' TAPCON or APPROVED EQUAL BY FOR d 4 a 39 w/ 1 3/4' MIN. EMBED. INTO 3.2 Ksl Conc. 12 6' a ,1 FROM CORNERS 1.SEE ELEVATION AT SHEET B OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ?...oaf Z METAL TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV, FOR SPACING N.tlnl 11VCNn� s y p �e o Eq VI a I m o v fa r~ � �+ a z a0 Q A y S O a —' _.--- -- -- i d R U) 003a R C7 IN MEYA7. RTRLTCTLTR€ ATTAG}LNT DETAOR 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 1e: vi .Zi O F Lo O 2. METAL STRUCTURES: '. EU� OIi YPICAL ANCHORS IN PAIRS A) STEEL : Fyy 36 KSI MIN. LEE ELEV. FOR SPACING (STEEL 12 GA. MIN. THICK - 0.105-) "y CO to B) ALUMINUM 6063—T5 MIN. (ALUM. 0.078" MIN. THICK) 11 y m a MIAMI—DADE COUNTY APPRO MULLION V SEE SEPARATE NW y as a P lh Meent THclme.. U) C U C WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND +Q�yy H CJ H U% e TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING N!)p) ANCHOR TYPE CHART IN CONC. or MASONRY 7-v! uu`" .. min. ANCHOR OPTIONS HIUD—SDI, lAt18 Bmhedmen Edge Dlet. Conorele ELCO ULTRACON 1/4" 1/4" 1 J/4" 1" 2.85 Ksi BUILDEX 1/4" — 1 J/4" 4" 3.2 Kei BUILDEX — 3/16" 1 3/4" 3 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS READ —BILL JAMB Embed—t Sdge Dlet. 2z Wood ELCO ULTRACON 1/4" 1/4" 1 1/4" 1' .55 SC BUILDEX 1/4" 1/4" 11/4" 1' .55 SG S.M.S. (Into 2X) #12 1 #12 1 1 1/4" 1" .55 SG I 1 I 1 /4" DRILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES + I Q STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) I • r I ASLI?MINSM ! 1/80 INK. MIN. (6063—T5 MIN.) • d(STI•EL j4 :ON'=ACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • I 'W101 SMs• • • • • eltJQ gR(=VE %tUCLIONS (NO SHIM SPACE) TYPICAL. EDGE DISTANCE (1/4") INTO CONCRETE AND MASONRY - 1" MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) • • • • • • • �1/�6") INTECENC"E•ANO MASONRY - 3" MIN. (ITW BUILDEX) TYPICAL ANCHORS 11(f WOOD SWOCTURE = 1" MIN, 2 PER•CUP • • • • INTO MWAL•STRUCTUFW - 3/4" MIN. • • • • • • • • • III • • • FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED. WITH WHITE/ALUMINUM COLORED SEALANT, • • • • • • • • • • WOOD BUCKS NOT BY LAWSON IND, - [MUST SUSTAIN IMPOSED LOADS eb 13 6 e_s p 26 1r . 4 Ir Y • •, _,_l.?'!� SCREE C3 N DOOR PANEL (OPTIONAL) WOOD BUCKS NOT BY LAWSON IND. III r MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE i COMPOUND FH.S.. LAMINATED GLASS 29 ,T CLEAR SILICONE ADHESIVE GAIT BEDDING COMPOUND SCREEN DOOR PANEL (OPTIONAL) O EXTERIOR DOOR WIDTH (142 1/2') 3D/3T — XXX LAMINATED GLASS _CLEAR SILICONE ADHESIVE SCREEN DOOR PANEL (OPTIONAL DO EXTERIOR DOOR WIDTH (96') 2D/2T — XX 1/4" GAP ° MAX. IA e. O Z moo a A 25 27 Z ul M12 X 2' F.H./PHI.-S.H.S. W/ 13 1 1/4' MIN. EMBED. INTO 22)(2 STEEL BARS REDD. ON )" k O .- -� Z P.T. WOOD BUCK (SEE SHEET H9 SIZES AS LISTED IN OP FOR FASTENER NOTES AND CHART W/ PRESSURES G A go a y a O ELEVATION AT SHEET It 8 FOR SHOWN ON SHEET 6 OF 14 -\ FOR FASTENER SPACING �' U O 7 2X T. r'. rK If a NS.AR ~ O $y 28 -� 'r=`•'• �� `:( SIZES AS LISTED IN DP O M. ''. �2' ^• " CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 EXTERIOR GRADE I I/q• PERIMETER CAULKING (MIN. EMBED) U N .'� A N O G A O NOTES: 1) REFER TO SHEET 8 OF 14 z ul FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 o u w FOR VERTICAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 N r R I8 a FOR MAX. ANCHOR SPACINGS. 1/4" GAP MAX. S d A de N a ' c <*H12 35 •X 2' F.H./PHI: S.M.S• W/ -ram 1 1/4' MIN. EMBED. INTO 2X 2 P.T. WOOD BUCK (SEE SHEET R9 FOR FASTENER AND n �( NOTES ELEVATION AT SHEET B 8 FOR S FOR FASTENER SPACING) d if m 2X T. a k,;'.. n. • 4', ,`OIIAAIf PAtBC2 , • II �:� PRODUCT [iEVIBBD , 05. - "'plyhig Will] lb* •.......... •;vj�rvs • � • • • i Building OD e O2 ", 0 •� ,� LL b-•',�',�"i i • • .. . ..... ''yByy J.Q g J 'on �� O o • �' _ ynl AdoProduclfbDtro .� r } cr • G•jTERIJ 'HER CA LJINCI• • t I/4 • •• p, fill ��. (MIN. EMBEDS • A . •. .. . • . .. .. ... . . . ... • . 1 /4" MAX. SHIM 1/4' TAPCON or APPROVED EQUAL BY FOR W/ 13/4' MIN, EMBED. INTO 32 Ksl Conc. NOTE: 6' FROM CORNERS 6 SEE ELEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS REDD. AS . •6 SHEET 8 OF 14 FOR MAX.SPACING, BEDDING COMPOUND LISTED IN DP CHART W/ 33 PRESSURES SHOWN ON .6 SHEET 8 OF 14 37 3 7 9 --CCEAR 3TLZL'ONE Z+DHESIVC'__________ _ BEDDING COMPOUND ac•_1s n � 0 ' (MIN. EMBED. < D) I"I r4 O MI2 K 1 "" F.H./PHi. SMS W/ 1 I/4' MIN. EMBED. INTO NI 'o y �"• 2K P.T. WOOD BUCK FOR POCKET WALLS ti < °' .f 'A z C SEE OPTIONAL INSTALLATION DETAILS AT SHEET 12 OF 14 ) i �E5 GENERAL NOTES p a N Q O� •b 39 ^I SHEET 1 OF 14. LL M q (n EE6Q a _ � a R ii 31 16 (EDGE DIST.) In 2 0. 6 ______ _______ _______ _________ U Qrn ul a _____ - u ------ y a p 17 = Z �:) � 0 a x 17 8 25 A O x O v L\j y N < 0, -----_____ Q a Q w ��- z�a SCREENS OPTIONAL EXTERIOR POCKET DEPTH o a TEST DOUR WIDTH Q90 5/89 q u N$ 4D / 3T — XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. • jg N _ N N 2) REFER TO SHEET 9 OF 14 8 E � FOR VERTICAL CROSS—SECTION DETAILS. "' v 3) REFER TO SHEET 9 OF 14 ? 9E FOR TYPICAL ANCHORS AND NOTES. .. ---`-------`-------`�`--"--------- 4) REFER TO SHEET 8 OF 14 — a FOR MAX. ANCHOR SPACINGS. ° o. zl z � MBTA7. STRUCTURE ATTAGILENT DETAIL .`e NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. METAL 2. METAL STRUCTURES: ' STRUCTURE A) STEEL : Fy = 36 KSI MIN. �4 ' (STEEL 12 GA. MIN. THICK — 0.105") B) ALUMINUM 6063—T5 MIN. ° (ALUM. 0.078" MIN. THICK) E1 1$ 26 16 7 1 of s� d 4 • D ••• • • • • • • •• ps ?�,�u .Jj m� IW U) �`1 ¢•Z� PRODUCTREVISED ~ * s�•�) _ k 'y O� 30 • • • a coiil•yIB with the Florida -________ __--- *=------.W,, pg. 02� �''0,� i ..... ��.• ______ _ ____ •• • • • • —• ••A ales o �Q �A,, * •N,` 000 SCRPANEL*2 (OPTIONAL) Dy A Mlertd ode l'(educi Con Vol ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME ITEM # PART # QTY. DESCRIPTION REMARKS 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 I PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 I PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS-016 AS REQ'D, BOTTOM RAIL WTST ULTRAFAB #QB6757DK 15 PWS-009 AS REQ'➢, PANEL TOP RAIL WTST .187'x.310' (7830-6001-1) 16 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x,210' (7820-6001-9) 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' OR 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 11/2' 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA, MVG. BOT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F,H./PHIL. 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS-042 AS READ. 'C' TRACK ATTACHMENT SCREW #10 X I' SMS F.H./PHIL. 23 L-9010 i X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS-011 I X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. 25 AR-020 x INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSD 26 AR-021 OK ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' <36 KSD 27 AR-024 1e INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) 28 HC-047 I MORTISE LOCK HARDWARE W/ HANDLES L KEEPER 29 x 1 x Panel 7/16' Laminated H.S. Glass See Glazing Details 30 L-9022 ■ ASTRAGAL PANEL SILL CLIP 6063-TS ALUMINUM 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM-5731 Is NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC-899 AS RECT, NEUTRAL CURE SILICONE Dow Corning 899 34 0 • NEUTRAL CURE SILICONE Tremco Spectrem 2 35 HC-045 2 NYLON PLUG ( .480' HOLE) RIGI➢ PVC 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS 38 FS-013 AS REQ'D, PANEL ASSEMBLY SCREWS #10 X I' P.H. PHILLIPS 39 FS-014 AS REOD, INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL, 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L, 41 x - SCREEN PANEL r 42 SM-5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504 43 IN Is PERIMETER CAULKING DST POLYSEAMSEAL 44 r 1 PRODUCT LABEL gt 1 3/4" MIN. EMBED. ° "g 1.S O 1. R ANCHOR TYPES SEE o :g NOTES AT SHEETS 3, 6, & 9. b •, $ A ,� �{ 2. FOR POCKET WALLS SEE GENERAL INTERIOR NOTES #15 & 16 AT SHEET 1 OF 14, TYPICAL ANCHORS 4 INTERIOR i0 00 AT B" O.C. e o a N SEE ELEV. .. ° 35 O1 o c A Q z FOR SPACING j y�o„ 8 28 >• Z J o 17 r .E.; 1617 002 0 m Z N 16 p R w z o C �0 pp o 0 n Ldpy bq N 0 I `--1 a 31 17a1 <. 9 26 0 w y 1 '. 4�'s ' �" STEEL BAR REO . ON 17 y [„ SIZES LISTED W/ OP 60p3 EXTERIOR a',a TYPICAL ANCHORS R O ABOVE a ®N w F2 35 v. ` _ AT 8" 0 C 1 i FOR SPACING 1/4" MAX. SHIM 1 3/4" MIN, a O EMBED. (i C12 0 EXTERIOR ## POCKET DOOR HOOK �p Q ATTACHMENT DETAILS Flexible Vinyl IFPVC)Com osHlon -Team Plastics Inc. u —1 n,--l. n-..--.! u- •nee 1e n O m N y Doc sn,111erdces"A•, 10— 75 D-2240 SP.M. Oravicy 1.45 D-792 Teaile Soeaglh, PSI 1640 DL38 _ OlCsale Elua•uio%% 340.0 DL38 Modulus@100%Elmgetim, PSI 765.0 DL38 I.Pot 13619 om -31.0 D-746 '2. FPVC White: Compound No. 7267-76 PHYSICAL ASTM N0, Durowftr Hudms"A', 10 sa 75 D-2240 SpaiGc Cavity 1,45 D-792 T—de Svength, PSI 1640 D-638 Uld-le ElonptioA% 325.0 DL38 Modulus Q 100% Elmgadm, PSI 765.0 D-639 Im ct BdIlk s, -30.0 D-146 •• ••• • • • • • •• •• ••• •• • • • •• PRODUCT REVISED os complying with We Florida • • dln� • Z O hil ado 0dud Can rol • • • : • ' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 3.6 062 I_-T 1.000 750 I- 1.594-7 FRAME HEAD O 1.000 .062 .376 3,500 1.218 I I O �.687F FRAME JAMB q1� l38 37 o PANEL TOP CORNER FRAME TOP CORNER TWO TRACK FRAME �' ` 'A o h m m O t; c v 3 n z > o R z W +� am a ! M ~ N r a a (� Ul ] a z O Q 17) V) Qy z W „� co O q b z Q o N o N a 7- 3.6062 I 1.500 TWO TRACK HEAD 1.594 AT SHEETS 8, do 9. MULTI -SLIDE FRAME HEAD •12 090 2.250 .062 1.750 559 �4FRAME 61L� O .094 1.687 1.132 .062 1.590 150 1.619 O INTERIOR INTERLOCK 390 890 p- I 062 150 1.619 1.241 L 2.000 062 890 Q PANEL TOP RAIL 2.798 2.039 1.19706.1 PANEL BOTTOM RAIL 1.590 c PANEL BOTTOM CORNER - 37 FRAME BOTTOM CORNER N ^$ n y1 = d ° s o 8 3 z 0 E g R .° v al s v H T E. $ E ai � .062 1.132 094 1.687 O EXTERIOR INTERLOCK 0 z 0 z �` '� 180 T 818 GLASS STOP to 2.686� 1.044 062 L LOCK STILE O 844 1.710 2.280 094 1.617 1.655 0 ASTRAGAL STILE • • • • • • • • s • • • • PRODUCT REVISED� os complying with the Florida Aaeogn:a QB. �•- •` f BY • •Ul/ • • • • •ll l a • ug scram • ` • ! pp V•,;O` ••••' a/,•io ........ O. O .- ��ii;�( •....•• 11111 6 Fa 531 524 r .dee .070 �1.250 23 FIXED PANEL CLIP .580 .875 .1251I --1 1 1 42 30 I ASTRAGAL RETAINER 3.000 I� .124J SILL RISER ••• a • • • ••a • • • •• •• 0.0 • e• •• ••• • • ••• • • �5.244 .070 1.000 e 37 o a Q 1.500 M m y a M J w [1.5941 .086--I ¢ O d t1 3o2 C (� FRAME HEAD -- -- - z 6 R Ul 4 z o U .090— m 3 a ti z z .062 �50 a 500 I FRAME TOP CORNER z a p 5,748 —i I r®� ~ z 3 FRAME SILL 12 .500-" p0 1.000 THREE TRACK FRAME 1.250 a I .062 INTERLOCK REINFORCING 376 .5001-1 5.094n � � rl,218 I N u N � pEE 1.500 +I $ 3 N 8 E #3 d ASTRAGAL REINFORCING .375y r E E o � c E z z FRAME JAMB I 6 1 1.2150 d '� s dd @@ .500 27 y • ••i ••• i ••• oesoot��e��'i ............ N i INTERLOCK REINFORCING • • •• • • • • • k A��CORNERCORNER • • • • • • • • • HO. ccl5272.094 v:t ul n tiOil, 076 LI • • • • eRonuc7 auvlsco z ♦t! [bm�lyfi�,vith die W�p • g. —ti s7o • . + �➢tempo 953 p��,. ,. 31 • •• • • • •• a, 21 ••• • Pocket "P" Hook "C" CLIP �' 1.Uem1 ede Product Contro q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8501 SW 124th Ave. Ste. 205A Miami, FL, 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT T F: 305 279-6818 PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Product Name/Model & Description: EMC Windows and Doors, LLC. Series HR2100 Aluminum Horizontal Rolling 1356 W. 76`h Street Window Hialeah, FL 33014 Aluminum Horizontal Rolling Window (LMI & SMI) Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be required following applicable Code modifications or revisions. Code: 2014 Florida Building Code, inclusive of all Supplements effective as of this repprt,date. see 0•0 Compliance Method: 61G20-3.005 1 d Evaluation Report from a licensed Profej gogl�En ineere� p ()( ) — p ��144�I. g� Product Description: Product Approval Drawing #AD15-14, prepared by MCY Engir%ejLro, signP•d tpdoseale�eeee� ...... . . by Yiping Wang, P.E., is an integral part of this Evaluation Report. •••••• .. .. . •.... ...... Limitations & Conditions of Use: . . . . ...... • This product has been evaluated for use inside/outside the HVHZ (High \:ielo�Pvj Hurricane ;....: Zone) • Impact Resistance: Large Missile and Small Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. 0 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Hurricane Engineering HETI-09-25278, 04/21/2010 ASTM E283-04 (air infiltration) & Testing Inc. (HETI) — signed and sealed by TAS 201-94 (large missile impact test) Doral, FL Candido F. Font, P.E. TAS 203-94 (cyclic wind pressure loading) Hurricane Engineering HETI-09-2514A, 04/21/2010 TAS 202-94 (forced entry test, uniform & Testing Inc. (HETI) — signed and sealed by static test) Doral, FL Candido F. Font, P.E. ASTM E283-04 (air infiltration) ASTM E330-02 (structural performance) ASTM E331-00 (water penetration) AAMA 1302.5-76 & AAMA 1303.5-76 (forced entry) • Hurricane Engineering HETI-09-2670, 04/21/2010 TAS 202-94 (forowd'Atry testpuniform & Testing Inc. (HETI)— HETI-09-2529A, static test) •••••• •• • Doral, FL signed and sealed by ASTM E330-021sttdc•ttaral perfor"ance) ; Candido F. Font, P.E. •••• •• • Hurricane Engineering HETI-09-2528, 04/21/2010 TAS 201-94 (largp4p"ile impact test) & Testing Inc. (HETI) — HETI-09-25148, TAS 203-94 (cyclic w0d pressure •• • Doral, FL HETI-09-2671, loading) �••�•� • HETI-09-2672, :. •. , HETI-09-2674, • • • • HETI-09-25298, signed and sealed by Candido F. Font, P.E. Engineering Analysis: The following engineering analyses and/or calculations have been performed: • No comparative analysis has been performed for conditions other than those tested. • No rational analysis has been performed. • Anchor calculations are based on manufacturer's published anchor capacity, anchor Notice of Acceptance by Miami Dade County, or ASTM TIR A9-91. • No increase in allowable stress has been used in the evaluation of this product. April 21st, 2015 W FX 2100 ALUMINUM FIXED WINDOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010/2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). GLASS CAPACITY BASED ON ASTM E1300-09 (3 SEC. GUSTS). a F A LOAD DURATION INCREASE IS USED IN DESIGN OF co W 00 ANCHORS INTO WOOD ONLY. 1� i:z lCDr> o v WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE LISTED, SPACED AS SHOWN IN DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MATERIAL: ALL ALUMINUM EXTRUSION TO BE 6063 T6 ALLOY. SEALANT: - ALL FRAME PERIMETER CAULKING USING DOW 995 - JOINT AND SEAM TO BE SEALED WITH DOW 995 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010/2014 FLORIDA BUILDING CODE. ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. 53 7/8" MAx. WINDOW WIDTH 49 1/2" MAY HEAD &SILL HEAD 8 SILL TYP. TYP. TYPICAL ELEVATION (WITHOUT JAMB ANCHORS) FIXED WINDOW WITHOUT JAMB ANCHORS FOR WINDOW SIZE 53 1/8" X 50 5/8" OR SMALLER WITHOUT JAMB ANCHOR MAX. DESIGN LOAD ±70 PSF. x E %� 4 i %x I i FRAME WIDTH _ FRAME WIDTH APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF F.X./F.X. OR FIXED WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MAX. a r m WINDOW WIDTH 49 1 /2" MAX. D.L.O. D.L.O. WIDTH =WINDOW WIDTH - 3.690" D.L.O. LENGTH =WINDOW LENGTH - 3.690" LIMITATIONS OF USE A- THIS PRODUCT EVALUATION DOCUMENT (P.E. D.) PREPARED BY THIS ENGINEER IS GENERIC AND ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e .WHERE THE SITE CONDITIONS DEVIATE FROM THE P E.D. B- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HEISHE DOES NOT DEVIATE FROM THE GONDRIONS DETAILED ON THIS DOCUMENT. C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 0. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.RJ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. E- THIS P.E.D .SHALL BEAR THE DATE AND ORIGINAL SEAL AND 516YA7URE OF THE • i3 L #17583 [AT-E 03-08-15 AS NOTED AR 15-023 DRAWD7G D`0. AD15-13 1 OF 5 April 1st, 2015 FIXED WINDOW WITH JAMB ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE "A" GLASS TYPE "B" WIDTH (W) LENGTH (L) EXT. (+) INT. (-) EXT. (+) INT. (-) 19 1 /8" 90.00 100.00 70.00 85.00 26 1 /2" 90.00 100.00 70.00 85.00 26" 37" 90.00 100.00 70.00 85.00 53 1 /8" 90.00 100.00 70.00 85.00 19 1 /8" 90.00 100.00 70.00 85.00 26 112" 90.00 100.00 70.00 85.00 38-3/8" 37" 90.00 100.00 70.00 85.00 53 1 /8" 90.00 100.00 70.00 85.00 19 1 /8" 90.00 100.00 70.00 85.00 26 1 /2" 90.00 100.00 70.00 85.00 50-5/8" 37" 90.00 100.00 70.00 85.00 53 1 /8" 73.50 89.20 70.00 85.00 19 1/8" 90.00 100.00 70.00 85.U0 26 1 /2" 90.00 100.00 70.00 85.00 63" 37" 90.00 100.00 70.00 85.00 53 1 /8" 70.00 85.00 70.00 71.60 19 1 /8" 90.00 100.00 70.00 85.00 26 1 /2" 90.00 100.00 70.00 85.00 76" 37" 90.00 98.60 70.00 73.00 53 1 /8" 70.00 75.10 60.20 60.20 z v ce) '1/15" ANNEAL GLASS Y GLASSLAM SAFETY JS II BY GLASSLAM i" ANNEAL GLASS W 995 BACK SILICONE I GLASS TYPE "A" 7/16" OVERALL LAMINATED GLASS NOTE: WIDTH AND LENGHT DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE '1/15" ANNEAL GLASS 0 IL \ IL 'AIR SPACE ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING ANNEAL GLASS PICTURE WINDOW SHAPE WITHIN SQUARE OR )" GLASSLAM SAFETY RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING 1S II BY GLASSLAM ALLOWABLE LOADS FROM CHART. ANNEAL GLASS W 995 BACK SILICONE GLASS TYPE " B° 7/8" OVERALL INSULATED LAMINATED GLASS • • • • • 4 • •••••4 ��a�tiitil�tlJt FL #17583 •V09&iiw.-P.E. %�. April 1st, 2015 DOW 995 ALL AROUNDL\ PERIMETER SILICONE (TYP.) EDGE DIS,T. d ° G ° p G Z LLI _ � d G CO°NCRET, � 22 1 BY WOOD BUCK 1/4" SHIM MAX. A Lo cq 5 TYP. ANCHORS SEE ELEV. FOR 4 SPACING j I i i (D O = o Lu J x o W Z i i i j j TYP. ANCHORS SEE ELEV. FOR SPACING i 5 B - 3 cq 4 1/4" SHIM MAX. 1 BY WOOD BUCK o ° CONCRETE d d ° G ° ° G G ° EDGE DIST.d ° METAL o a STRUCTURE 2 WOOD BUCK OR qi 1/4" SHIM MAX. WOOD RUCTURE W� ED E IST. EDGE DIST. q Z_ LLI --"'- - 1/4" SHIM MAX. C)tic •i® .. •.. • .. • .. ,r;r.5 i q om jW • Z • • : TYPICAL ANCHORS: z • (SEE ELEV. FOR SPACING) • Z � • t+ • 1 •• •• Lo C" TYPE 'A' - 1/4" ULTRACONS BY'ELCO' (Fu = 177 KSI, Fy = 155 KSI) • •: •: 2 D N. i W U)o• ' INTO 2BY WOOD BUCKS OR WOOD STRUCTURE W Z; 4: o • 0 1 � o 1-1/2" MIN. PENETRATION INTO WOOD • • •• Z U.• ; • THRU 1BY BUCKS INTO CONC. OR MASONRY 0 (7 �. I. 1-1/4" MIN_ EMBED INTO CONC. OR MASONRY W N xm w • DIRECTLY INTO CONC. OR MASONRY } ¢ E—co m 1-1/4" MIN. EMBED INTO CONC. OR MASONRY u o TYPE 'B' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES Lo TYPE'C' - #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • INTO FLORIDA STATE APPROVED MULLIONS E • J o STEEL : 16 GA THK MIN (Fy = 36KSI MIN.) J E • ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) cm (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 � Q f)� MASONRY • ASTM C90 GROUT FILLED CONCRETE BLOCK • ASTM C90 HOLLOW CONCRETE BLOCK CONCRETE • fc= 3,000 PSI MIN. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. jjw6ttltiltjjr� I �r WA}�J 0 FL #17583 ALL ANCHOR OPTIONS CAN APPLY TO HEAD, SILL �Q.. Qad •P.E. ''A — AND JAMB ANCHORS. �� L Ps*[ nn oa_oa-is April 1st, 2015 EXTERIOR V v SEE SEPARATE r� -- w w — — — T\/n n AIn u!'ln0 1/4" SHIM MAX. METAL ' STRUCTURE •• •••• TYP. ANCHORS o SEE ELEV. FOR LJJ! •• •• SPACING s w ' + , ►IF♦ WA {Yj ►�J April 1 st, 2015 0.062" 0 1 O1 E121 3.088" � o 0 rn � c� 00 o o _ 0 1.182" ! 1.782" O E102 FRAME JAMB 3.088" rn O � � N O O O O O E103 FRAME HEAD/SILL � 0.062" rn O p.616' O4 E110 GLAZING CHANNEL 1.115" = I M ' ch � 0 C��3" O E118 ANCHOR CLIP 1.720" I c� 0 C��3" �6 E119 ANCHOR CLIP BILL OF MATERIALS ITEM # QTY. PROFILE DESCRIPTION MATERIAL MANUFACTURER/REMARKS 1 AS REOD. E121 ALUM. INSULATED GLAZING CHANNEL ALUM. 6063-T6 EMC WINDOWS &DOORS, LLC. 2 2 E102 FRAME JAMB, PC WHITE ALUM. 6063-T6 EMC WINDOWS � DOORS, LLC. 3 2 E103 FRAME HEAD/ SILL, PCWHITE ALUM. 6063-T6 EMC WINDOWS � DOORS, LLC. 4 4 E110 GLAZING CHANNEL, PC WHITE ALUM. 6063-T6 EMC WINDOWS &DOORS, LLC. 5 AS READ. E118 ANCHOR CLIP 16 GA ALUM. 6063-T6 EMC WINDOWS � DOORS, LLC. 6 AS READ. E119 ANCHOR CLIP 16 GA ALUM. 6063-T6 EMC WINDOWS &DOORS, LLC. • • 7 AS REOD. V0021 E202 VINYL BULB, GLAZING STOP VINYL FENESTRATION GLASS PRODUCTS 8 AS REOD. W0019 .125 X .25 GLAZNG TAPE, 2 SIDED TAPE FRANK LOWED z z a 01 o a w; a o: i i F j I` 0 z I I� i6 •i® ••oSi:,� • •: co In • N .to q occ Iw ••coto • • �U F-• • i •• •• Z Q- o J c'w WD (lr�•� 10 ••� w o co o .. Z L* • .i 1w (D d • •j Z Z o l v WE- } Q � co Ica U " �a l g� iU In 3 U as o � J m J J C cm Q � N z O o O 0 w C o w 0 ¢ M c g Q ~ = 0 z w W w w Q N z CD co N � X N w U Lo w W � a w ♦i'%"C.* °WA �fffff FL #17583 �.'� ��QAREG 'NaRa Q*E. i�QN�,*" P 3 *" DATE 03-06-15 ,y t OC.PRIY. 28 77 1 CALE As NOTED .. r i y { _ RANN A.N. CD •• • / T M ! Of • Lu ROJECT 15-023 FRAME CORNER CONNECTION • W DRAWING NO. t�ffd 5 OF 5 000004 April 1st, 2015 rl P*A/2015 , Florida Building Code Online a 14 C'Aa� rr?•In . BCIS Home Log In User Registration Hot Topics '. Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search (�r^^) (')ro fessi Product Approval [' 'I4USER: Public User Regulation '. .. Product Aooroval Menu > Product or Aoolication Search > Aoolication Checklist > Application Detail FL # FL17595 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer EMC Windows and Doors, LLC. Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwindowsdoors@gmaii.com Authorized Signature Yiping Wang yiping@mcyengineering.com Technical Representative Carlos Perez Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 • • (305) 283-6280 • • • • • • EMCwindowsdoors@gmail.com : • •. • • • •' • • • •••••• • •• •••••• Quality Assurance Representative • Address/Phone/Email • • • • • • • • • • • •••• • •• ••••• Category Windows • • Subcategory Horizontal Slider • •• • • • • •••••• 00,0 •••• • Compliance Method Evaluation Report from a Florida Regestered Architect or a j-icensed. • • • ; • Florida Professional Engineer • • ••••• • • • � Evaluation Report - Hardcopy Retej jeld e • • • • • • • • Florida Engineer or Architect Name who developed Yiping Wang the Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Sifu Zhou, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17595 RO COI Certificate of Independence SS .odf Referenced Standard and Year (of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect httpsi//floridabuilding.org/pr/pr app_dftl.aspx?param=wGEVXQwtDqvYdq2pQ%2fXXJvJOHEG4xCJdgzi i8PfIJ 9N F2tSIFRgDtTg%3d%3d 1/2 l5i,l30/2015 , Florida Building Code Online FL17595 RO Eouiv Statement of Equivalence - HR2100 SS.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/27/2015 Date Validated 04/22/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 17595.1 HR 2100 Aluminum Horizontal HR 2100 Aluminum Horizontal Sliding Window - L.M.I. & Sliding Window S.M.I. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17595 RO II AD15-14 4-1-15 SS.pdf Approved for use outside HVHZ: Yes Verified By: Yiping Wang PE #55983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +90/-100 Evaluation Reports Other: FOR DESIGN LOADS VS. WINDOW SIZES, SEE FL17595 RO AE Evaluation Report SS.Ddf INSTALLATION INSTRUCTIONS. Created by Independent Third Party: Yes -77 F7v.P: Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :•RefundStatement •••••• Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to aublic-records requAt, do not send elecitmit • • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please c i�t 150i 87.1395. *Pursuant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an �i adr�.is if they have • • one. The emails provided may be used for official communication with the licensee. However email addresses are p•tilir r�c•rg. If you tp no� Wj�h to supply • • • • personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick her . • • • • • • • • • •••••• Product Approval Accepts: • • • • • • • • • •••••• • • ••••• security stt:TarcNwim • • • • • • • • •••••• • • • • • •••••• https://floridabuilding.org/pr/pr app_dftl.aspx?param=wGE\/XQwtDqvYdq2pQ`/`2fXXJvJOHEG4xCJdgzii8PfU 9N F2tSl FRgDtTg°/g3dg/pad 2/2 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 - Product. Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw (NDS 2005, 11.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: Fes = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 Ibs Allowable Design Value: Z'= 171 Ibs/anchor Mode IV Fastener type: 3/16" ITW Tapcon N.O.A.07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in • • • • Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 100 p• • Minimum edge distance: 2.63 in C to C spacing factor: 1.�(1 • • • • • Tabulated shear design value: Z = 197 Ibs • • • • • • • • Actual edge distance: 2.50 in • • • • • • • Design value per interpolation: Z = 189 Ibs 009600 ••••• • • • • • • Allowable Design Value: Z' = 189 Ibs/anchor 0000 • • • Minimum anchor capacity: 171 Ibs/anchor • • : • • : • • • • Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. • • • • • Anchor calculations, minimum required anchors 000006 • • • • Pressure against stops with bump threshold: • • • • •••••• 36.38 Design pressure: 85.0 ps: .0. • Al � A2YA2 79.25 Al Single. Pressure away from stops: 36.38 Al Al 79.25 1 of 2 Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anc�hbr • 000 • Result Cap. (Ibs) Load (Ibs) Al 2.3 195 N/A N/A 171 2 98 OK AZ 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 Dsf Zone Area Load Ind. Max. O.C. Anchor Result Cap. Load (ft2) (Ibs) (in) Qty (in) (Ibs) (Ibs) AI 10.0 851 6.00 1 18.00 1 171 5 170 1 OK '�\�� Rt 11L fry o 5 1,oirt ~ • TAT 0 F • cc �. ktLuis R. Lomas P.E. �>. •,��` FL No.: 62514 • • 0 R t *\�` 1 /7/2010 111m Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 504A Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf I 79.25 \A1 i Anchor Locations: 6.00 TYP. 1 6.}00 I 13.45 MAX. O.C. 79.25 1 6.00 J_ Max. Anchor Area Load Ind. Cap. Q'y Load Zone z (ft) (Ibs) (in) O.C. Result (in) (Ibs) (Ibs) Al 2.3 195 N/A N/A 171 2 98 OK AZ 8.9 753 6.00 18.00 171 5 151 OK —_.-. 36.38 -- 18.19 6.00 TYP. �-- Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 000 •• • •• • • • • • • •••••• • •• •••••• • ••••-• • • • • • 060 • •••••• • • ••••• •• •• • •••••• • • • • • . . •••••• •• • ••• • • • 0\11IIIt1111 tN `fib` `,,P f TAT CIF" tl{1 Luis R. Lomas P.E. FL No.: 62514 1/7/2010 • 111 " MAX. WINDOW WIDTH 3 1 /2 MAX. TYP. 7" -�— 15" �MAX. # =AD/SILL 1 ORNERS AT HEAD/SILL �, �..PP / D. I H W / W X Z Of 00 Q O _3J m Lf') LL 80 � Lo � Y Of - ---- -------------------- --- - Co a 31 5/8" 33 1/2" D.L.O. (VENT) D.L.O. (FIX. LITE) 36 3/4" VENT WIDTH �— TYPICAL ELEVATIONS TESTED XOX (1, 3, 3) 53 1 /8" ONE ANCHOR AT CENTER PER eANEL FRAME WIDTH 3 1 /2 M . TYP. 7-" 9 3/4"MAX. { HEAD/SI L (CORNERS I A/ ILL a 6� t= Ii2l F- H z 00 w ' 00 w N (x.D Q w > > Ln x oCO c00oo i �O �w I- J CV Q d > U) fi w B I W / af o 0 - - ---- --- — ---- -- co a 23" 21 1 /4" D.L.O. (FIX. LITE) D.L.O. (VENT) 26 3/8" VENT WIDTH TYPICAL ELEVATIONS 31 5/8" D.L.O. (VENT) 36 3/4" VENT WIDTH ONE ANCHOR AT CENTER PER PANEL 3 1/2, MAX. TYP. T' =AD/SILL (CORNERS i E �z H Cn 0 � x �o U—' W 00 W z r,> Ln€= �Ix In O Lo! Lo co I Ln,w Lo o .- In o in i I � w I ~ x Q o U �1 00 m Q (� TWO ANCHORS AT FIXED ONE ANCHOR AT 111 " MAX. / PANEL WITH EQUAL SPACING CENTER PER PANEL WINDOW WIDTH / 16 1 /8" MAX. AT HEAD/SILL i' A F I /l F:' G OPP. /... /.. / i / I B' D / / 22 3/8" 52" D.L.O. (VENT) D.L.O. (FIX. LITE) 27 1 /2" VENT WIDTH TYPICAL ELEVATIONS TESTED XOX (1, 1, 4) 22 3/8" D.L.O. (VENT) 27 1 /2" VENT WIDTH HR 2100 ALUMINUM HORIZONTAL ROLLING WINDOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE H x F 2 (D Z v co w a W Lo � O co ih O Lo J =o w Q o > § z 0 � E z w 0 a � U w w w ra 0 z `Rl • V H.A • • • O0 • i IfJ 0 •••• •• N G • s s i •••• • �� W U mr r4 • • Z •••P.•.! U .....• z Q • Z 4 Lo. W Z vi • o 0 L Z bi) Z z ¢ c) W co J CID CO U cn U 14 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010/2014 EDITION INCLUDING HIGH 5 VELOCITY HURRICANE ZONE (HVHZ). o U 0 J 0 J m HORIZONTAL SLIDING WINDOW RATED FOR LARGE AND SMALL MISSILE IMPACT AND W m DOES NOT REQUIRE SHUTTERS. LIMITATIONS oFUSE z O o A- THIS PRODUCT EVALUATION DOCUMENT O O C0 ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE J U) 0 w 3 A SITE IPRo ETIONS wHERE aJ Q O THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. PR THEFRO THE D. CONDITIONS DEVIATE FROM THE P H Z Z -j x LL [: .E. I.- LL ''. x & CONTRACTOR TO BE RESPONSIBLE FOR O (D DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON THE SELECTION, PURCHASE AND BASED '�^ ' Q W INSTALLATION OF THIS PRODUCT O � J SHEETS S2. ON THIS PRODUCT EVALUATION PROVIDEDG� DOES NOTFROM D NS DETAILED ON 7H ONT O�I = 00 O DOCUMENT. N a WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO C- THIS PRO DUCT EVALUATION DOCUMENT Z 04 WILL BE CONSIDERED INVALID IF ALTERED =1 co N THE STRUCTURE. BY ANY MEANS. a D- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED CD ANCHORS SHALL BE LISTED, SPACED AS SHOWN IN DETAILS, ANCHORS EMBEDMENT ENGINEER OR ARCHITECT WHICH WILL N W BECOME THE ENGINEER OF RECORD = d TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. cE. FOR THE WHO WILL OF PROPERND FORPROTHE EO 8E RESPONSIBLE FOR THE PROPER USE RESPONSIBLE THE P.E.D. (n w IX ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART E- D.SHALLTHE ORIGINAL SEAL TH 4TURAeyTCOF w (---1 l OF THIS APPROVAL. No A A -° %E TESTED (OX,XO) THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010/2014 FLORIDA BUILDING CODE SECTION AS APPLICABLE. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF HR-HR OR HORIZONTAL ROLLING WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM 1 yw, 1.1 �J FL #17595 • ,�■ 'rt; E. rOy► REGi5TRAfMQN P QC•�286 77 * i` y • ,l Ttir • i ir. ✓i T '3i1 t G o Vk S*sloo O DATE 03-08-15 SCALE AS NOTED RAWIN AR ROlECT 15-024 DRAAII7G NO. j SHEET S1 April 1st, 2015 41, DESIGN LOAD CAPACITY - PSF (XO & OX) GLASS TYPE A GLASS TYPE B WIDTH WIDTH 26 1 /2" 37" 53 1 /8" 63" 74" 26 1 /2" 37" 53 1 /8" 63" 74" HEIGHT HEIGHT +90 +90 +90 +90 +90 +65 +65 +65 +65 +65 26 -100 -100 -100 -100 -100 26 -75 -75 -75 -75 -75 +90 +90 +90 +90 +90 +65 +65 +65 +65 +65 38-3/8" -100 -100 -100 -100 -100 38-3/8 -75 -75 -75 -75 -75 +90 +90 +90 +90 +90 +65 +65 +65 +65 +65 50-5/8" -100 -100 -100 -100 -92.8 50-5/8" -75 -75 -75 -75 -75 +65 +65 +65 +65 +65 +65 +65 +65 +65 +65 63" -75 -75 -75 -75 -71.5 63 -75 -75 -75 -75 -73.5 +65 +65 +65 +65 +65 +65 74 1 /4" -75 -75 -75>< >< 74 1 /4" -75 -75 -75 >< +65 +65 +65 +65 +65 +65 76" -75 -75 -75 >< 76 -75 -75 -75 >< >< DESIGN LOAD CAPACITY - PSF (XOX 1/3-1/3-1/3) GLASS TYPE "A" GLASS TYPE "B" WIDTH WIDTH 53 1 /8" 63" 74" 94 1 /2" 1111, 53 1 /8" 63" 74" 94 1 /2" 1111, HEIGHT HEIGHT +90 +90 +90 +90 +90 +90 +90 +90 +65 +65 26 -100 -100 -100 -100 -100 26 -100 -100 -100 -75 -75 +90 +90 +90 +90 +90 +90 +90 +90 +65 +65 38-3/8" -100 -100 -100 -100 -100 38-3/8 -100 -100 -100 -75 -75 +90 +90 +90 +90 +90 +90 +90 +90 +65 +65 50-5/8" -100 -100 -100 -100 -100 50-5/8" -100 -100 -100 -75 -75 +65 +65 +65 +65 +65 +65 +65 +65 +65 +65 63" -75 -75 -75 -75 -75 63 -75 -75 -75 -75 -74.1 DESIGN LOAD CAPACITY - PSF (XOX 1/4-1/2-1/4) GLASS TYPE "A" GLASS TYPE "B" WIDTH WIDTH 53 1 /8" 63" 74" 94 1 /2" 1111, 53 1 /8" 63" 74" 94 1 /2" 1111, HEIGHT HEIGHT +90 +90 +90 +90 +90 +65 +65 +65 +65 +65 26 -100 -100 -100 -100 -100 26 -75 -75 -75 -75 -75 +90 +90 +90 +90 +85.5 +65 +65 +65 +65 +65 38-3/8" -100 -100 -100 -100 -85.5 38-3/8 -75 -75 -75 -75 -75 +90 +90 +90 +90 +69.7 +63.6 +63.6 +63.6 +63.6 +65 50-5/8" -100 -100 -100 -100 -69.7 50-5/8" -75 -75 -75 -75 -71.8 +65 +65 +65 +65 +56 +63.6 +63.6 +63.6 +63.6 +57.7 63° -75 -75 -75 -75 -56 63 -63.6 -63.6 -63.6 -63.6 -57.7 /Q" ANNEAL GLASS )" GLASSLAM SAFETY JS II RESIN ANNEAL GLASS DOW 995 BACK SILICONE GLASS TYPE "A" • 5/16" OVERALL LAMINATED GLASS : • •: •: • �R" ANNEAL GLASS • • • TEMP. GLASS FOR USE I SMALL MISSILE AREA) I" AIR SPACE Q"GLASSLAM SAFETY US II RESIN ANNEAL GLASS DOW 995 BACK SILICONE GLASS TYPE "B" 13/16" OVERALL INSULATED LAMINATED GLASS NOTE: GLASS CAPACITIES N THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1 ifs WAJ FL #17595 I April 1st, 2015 SHEET S2 clKeI:5e1619 3:i z O z P i 0 x � U ca w a a MIN. EDGE DIST. d ca z v 4 a a c a 4 a METAL INh2B OD BUCK EDGEST UREw w w STRUCTUREz W°a MIN. DIST. w• CONCRETE c CONCRETEEDGE • •1 ° ° BY WOOD BUCK 1 BY WOOD BUCK o CD �uin a) 43O TYP. ANCHORS 12 _ o • �_� • • • • • •CV if?• • `5t° Co pp 4 SEE ELEV. FOR TYP. ANCHORS "L; • •; U � >4 SPACING SEE ELEV. FOR • • • • Z N SPACING • • • F • 23 • • Z Z 6• DETAIL AT X PANEL w 0 0 Z CDETAIL AT O PANEL ztu - ay uu TYP. ANCHORS fn ui w TYP. ANCHORS 11 SEE ELEV. FOR Lo Q o SEE ELEV. FOR SPACING 0 _ co 04 SPACING Z Z O 42 26 W 1 42 ? N _ 74 ¢ _ cD � cD 1 BY WOOD ° w cO W a BUCK e z u) p w CONCRETE a° � m CONCRETE w m FL #17595 O ° a ° s P REG 3 RNAR.* !` OnTE oa 0 8 -15 DETAIL MIN. DETAIL EDGE DIST. a i 14QC. 28677 * CAU As ROTM a � • �� A R *�A T X PANEL D AT O PANEL T,LU R07ECT 15-024 :v`• April 1 st, 2015 TYP.ANCHC APPLICABLE FRAME > 50 ONLY SEE EL FOR SPAC H DETAIL F DETAIL � DETAIL TYP. ANCHORS APPLICABLE TO FRAME > 50 5/8" ONLY SEE ELEV. FOR SPACING z 0 E-F z R. a a w � w a " w F 6 Q z c VENT WIDTH VENT WIDTH ° a ° a 13 8 17 7 7 17 8 13 . ° 1/8" M SHI D.L.O. D.L.O. 1 " MAX. SHIN TYP. ANCHORS ° APPLICABLE TO c FRAME > 50 5/8" c TYP. ANCHORS APPLICABLE TO ONLY SEE ELEV. FOR SPACING - MIN. FRAME > 50 5/8" // -� M EDMERIT ONLY SEE ELEV. rE::FOR SPACING -- c c �o � o EXTERIOR ° APPROVED MULLION 40 21 14 9 9 O 21 21 4 9 9 14 21 40 D.L.O. (UNDER X JAMB INTERLOCK INTERLOCK X JAMB SEPARATE CONCRETE OR APPROVAL) MASONRY WINDOW WIDTH EDETAIL DTAIL DETAIL DETAIL ,;�,,�i�'irrrr� OPP. )oPE P. " f. FL #17595 I April 1st, 2015 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' - 1/4" ULTRACON BY'ELCO' Fu = 177 Ksi Fy = 155 Ksi • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD • THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE 5 CRS) Fu = 120 Ksi Fy = 92 Ksi • INTO METAL STRUCTURES STEEL : 16 GA THK. MIN (Fy = 36KSI MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C' - #14 SMS OR SELF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS. 0.090" THK MIN. (NO SHIM SPACE) WEEP HOLES W1 = 3/8" X 1 1/2" WEEP HOLES AT 8" FROM EACH END (2) PER PANEL. SEALANT ALL FRAME AND VENT CORNERS AND INSTALLATIONS SIZES SEALED WITH SILICONE. MASONRY • ASTM C90 GROUT FILLED CONCRETE BLOCK • ASTM C90 HOLLOW CONCRETE BLOCK CONCRETE fc= 3,000 PSI MIN. ANCHOR MIN. EDGE DISTANCES • INTO CONCRETE AND MASONRY = 1-3/4" MIN. • INTO WOOD STRUCTURE = 1" MIN. • INTO METAL STRUCURE = 3/4" MIN. FRAME TOP CORNER FRAME BOTTOM CORNER \—#8-1" PH SMS PH SMS -�#8-1" • #8-1" PH SMS VENT TOP/BOTTOM CORNER z 0 � z F o o a iq 5 w x U w Q E Oar WAiV FL #17595 April 1st, 2015 3.170" 1.001" UO.062" " 0 0 0 0.075" .616j' N o co ri M oo E110 O GLAZING CHANNEL E103 O LOCK EXTRUSION O 1.654" � � � o o o E106 O 1.244" N o o o N � � 0 E112 1 � 3.170" E113 11 FRAME SILL 3.175" 1.993" VENT HEAD/SILL GLAZING LEG �� OI o � N O r-I 2.435" i - � 0 1.244" o 0.062" N E115 12 FRAME HEAD E1o7 7 VENT JAMB 3.237" 1.244" � rn o _ 0.062" �' O ' 0.125" �i = rn ILO62" O _ co r'• O O 1.244" � 1.993" O E104 4 FRAME INTERLOCK 1.175" O E121 36 GLAZING CHANNEL OE116 13 FRAME JAMB 1.554" 1.115" = M +.co M 1.250" O O* � O O O � 0.062" � N E128 4'0 ANCHOR CLIP JAMB E124 41 SILL COVER _ 1.115" 1.115" 1.621 " 2.506" O O O OE117 14 VENT LOCK JAMB O E128A 42 ANCHOR CLIP SILL O E128B 43 ANCHOR CLIP HEAD BILL OF MATERIALS ITEM PART # DESCRIPTION z Cn 0 F z a o x n U w A F a q 0 z • •• • • Ng C 0 • �0 .. • • {Y • 0 w IF U : of >' • U • • • • (� �• • Z ••n.• o • �y J N • 1L D••• • W N W Z rn • o Z� D � Z Z d co :~ W N xOD a QF 1+')j �c) to Cq w cw co ULo U 0 O -� p J m z E rn z O o o O o po n t7 > 0 3 0 a M o Z Z LL a o o (n ui w 2E Q J W = O V Q O = co Q N Z z c0 rL > co J > N CD U o o 04 w d x U) w rr iY FL #17595 •• .. •�E. rid .,�� `*i� A REEGi�TRAfIQN P�iEa, 3 i DATE 03-06-16 y ai+ C.K 28677/7 4 sCALE AS NOTED • • \� •F y y /j�/`. • RA1PN A.R. • 1 ;. ROJECT 15-024 M • • DRAWING NO. 00 ®.,a �;,•''��s~ AD15-14 •_..�._ r SHEET S6 Ito 1100 QTY. April 1st, 2015 f 9/20/2017 Florida Building Code Online Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative • • • • • • • Address/Phone/Email • • • • • • • • • • • • • • • • • • • • • • Category Exterior Doors • • • • • • Subcategory Swinging Exterior Door Assemblies • ; • • • • • • • • • • • Compliance Method P Certification Mark or Listing • • • • • • • • • • • Certification Agency National Accreditation & Management institut4. •. • • • • • • • Validated By National Accreditation & Management institute • • • • •; Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By ' I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes ` '' No N/A Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQoADgtelu[wH NbbISci0%2baWgLuXXbtTsEXplAQ%3d 1/4 r 9/20/2017 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/29/2015 04/29/2015 05/04/2015 FL # !Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0128.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: i Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 6'-8" max FL4904 R7 AE 504A.odf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG-MA- FLO128-05 for details. 4904.2 !f Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door I Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA- FLO129-05 for details. 4904.3 1 Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FLO128-05. Certification Agency Certificate FL4904 R7 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0129.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports . • • • . • FL4904 R7 AE 503A.odf • • • • • • • • Created by Independent Thud Party: Yes • • • • •••••• • •• • ••• •• • ••• • • • 6-8" Opaque I/S and O/5 poor w/pr w/o CidQlit9s. •••• • •• ••• • • ••• • Certification Agency Certific••ate••• • • • • • • FL4904 R7 C CAC NI00EM0.U2.odf • • • • • • Quality Assurance Contra"Illmoration Date 12/31/2020 • • • • Installation Instructions • • • • . • • • • • • • FL4904 R7 II FL0128.Dd: • • • • • • Verified By: National Accred"tiorf& ManAgtMenbInstitu* • Created by Independent Third Party: • •. Evaluation Reports FL4904 R7 AE 502A.odf Created by Independent Third Party: Yes 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites I Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FLO129-05. Certification Agency Certificate FL4904 R7 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0129.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.odf Created by Independent Third Party: Yes 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLuXXbtTsEXplAQ%3d 2/4 )/20/2017 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R7 AE 501A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FLO129-05. 4904.6 Wood -edge Steel Side -Hinged Door 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NIO06110.03.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0130.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4904 R7 AE 502A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO130-05 for details. 4904.7 Wood -edge Steel Side -Hinged Door 8'-0" Glazed I/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions . • • • . • Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0131.od1• • • • "' Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation•& Managemelt Institute 01,• where pressure requirements as determined by ASCE 7, Created by Independent Tbijd e4V: ' • Minimum Design Loads for Buildings and Other Structures, Evaluation Reports • does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R7 AE 501A.pdf ' ; 0 • r• max nominal size. When large missile impact resistance is Created by Independent Tr Re P3rly: Yes • • • • required, hurricane protective system is required. See DWG- • • • • . • • • • •.j• MA-FLO131-05 for details. 0_0• •••••• 4904.8 Wood -edge Steel Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/•o Sidelites • ••••• • • Units Limits of Use Certification Agency Ceicate • • • • • • Approved for use in HVHZ: Yes FL4904 R7 C CAC NI00If10104,df ; • Approved for use outside HVHZ: Yes Quality Assurance Contracf Exdiration•1YA— • Impact Resistant: No 12/31/2020 .. Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0131.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R7 AE 501A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: '. https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgtelulwHNbbiSciOg/o2baWgLuXXbtTsEXp[AQ°/o3d 3/4 9/20/2017 . Florida Building Code Online Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE\IXQwtDgtelulwH NbbiSciO%2baWgLuXXbtTsEXplAQ%3d 4/4 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006110.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswin Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" +76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 X O/S Opaque 3'0" x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX I/S Opaque 6'0" x 6'8" +55/-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size. 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX O/S Opaque 6'0" x 6'8" +551-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX I/S Opaque Door 6'0" x 6'8" +55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX O/S Opaque Door 6V' x 6'8" +551-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXO I/S Opaque Door TO" x 6'8" +551-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8" Anchor Detail-MA-FL0128-05 OXO O/S Opaque Door 9'4'.x 6'8" +55 -55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites • • • • • • •� . . • • . Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" • • • • • " • • • Anchor Detail-MA-FL0128-05 OXXO I/S Opaque Doors 1 Z '.4v % �" • • • +45 a5 : • 2.86 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites • • Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO O/S Opaque Doors 12' " +55 - 8.25 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites •6'8" • • • • • • • • • • • • • • Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" • • • • • • Anchor Detail-MA-FL0128-05 National Accreditation & Mana:Wlnelrinstitute`Utc./4?9.4Ge31-ge Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 ... . • . • . • • • . NAWAJ HbR�,D SIGNATURE: Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Product: Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: %= 1.000 in Side member dowel bearing strength: F. = 4,650 psi Minimum required penetration: 1.330 in Duration Factor: Co = 1.6 Allowable Design Value: Z'= 171 Ibs/anchor (NDS 2005, 11.3) Main member: Spruce -Pine -Fir Main member thickness: tm= 1.500 in Main member dowel bearing strength: F_ = 3,350 psi Screw bending yield strength: Fyb= 80,000 psi Tabulated lateral design value: Z= 107.0 Ibs Mode IV Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 3.00 in • • • • Minimum edge distance: 2.63 in C to C spacing factor: :00 • • • + Tabulated shear design value: Z = 147 Ibs 4• • +♦ Y • • • Actual edge distance: 2.50 in • Design value per interpolation: Z = 189 Ibs •••••• • Allowable Design Value: Z. 189 Ibs/anchor •••+= • • +• • • • • Minimum anchor capacity: 171 Ibs/anchor • Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. •••••• • • • • • • • • • • Anchor calculations, minimum required anchors • • • • • Pressure against stops with bump threshold: ••••••• • • • 36.38 Design pressure: 85.0 psi' •0 • • • • Al A21 A2 79.25 i Single. Pressure away from stops: 36.38 Al Al � 79.25 I • N Max. Aachorq • Zone Area Load Ind. O.C. AM% Cap, Load z (ft) (Ibs) (in) QtY (in) (Ibs) (Ibs) Al 2.3 195 N/A N/A 171 2 98 OK AZ 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 nsf Zone Area Load Ind. Max. O.C. Anchor Result Cap. Load Z (ft) (Ibs) (in) (in) (Ibs) (Ibs) AI 10.0 851 6.00 18.00 1 171 5 170 1 OK oXII i11/1/f1 51 f t't LeOF�-'Z'ce.,.. � Luis R. Lomas P.E. �¢•o J� >++. •' FL No.: 62514 1/7/2010 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf Al i 79.25 i Anchor Locations: 79.25 18.19 6.00 TYP.y 1 6.00 1 13.45 MAX. O.C. A- 6.00 Max. Anchor Area Load Ind. Cnp. � Load Zone (ff) z (Ibs) (in) O.C. Result (in) (Ibs) (Ibs) AI 2.3 195 N/A N/A 171 2 98 OK AZ 8.9 753 6.00 18.00 171 f 5 151 OK 36.38 I I it 6.00 TYP. �--y Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2 of 2 •••••• • •• •••••• • •••••• • • • • • •••• • •• ••••• •••••• • ••••• • • ••••% •• •• • •••••• • •••••• • • •••••• • • • • • ��,`t1,1t(11t1/ IJ TAT OF •//c,�, ONAL r ■ s ��Ptl(ii11� Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES_ 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: TFST DFSCRIPTION nFSIGNATION RFSI11 T SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN/MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* ASTM D638 7.50% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # _ DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES -- 2 ANCHORING LOCATiONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELITE CR w >c SINGLE DOOR UNIT WITH SIDELITE 149" MAX. OVERALL FRAME MOTH - 21 " MAX 36.375" MAX. -- D.L.O. - PANEL WIDTH - 37.5" MAX. W/ASTRAGAL r� FRAME WIDTH DOUBLE DOOR UNIT W/SIDELITES McOdum to NAbMI Cerlii Rion No.: _ _s"4 t 0 . R6e,ved By, Date ReAwed' /i = SINGLE DOOR UNIT WISIDELITES DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFtG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5' +76.0 -76.0 +76.0 / -76.0 +19.0 -19.0 +55.0 -55.0 XX 74" +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OX or XO 75' +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OXO 112.5' +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OXXO 149" +55.0 -55.0 +55,0 -55.0 +19.0 -19.0 +55.0 -55.0 KURT BALTHAZOR FLORIDA P.E. #56533 CL: Lc) 00 U O o =-1 Q cc OO U Z O F- C/) cf) W U p o (o zw p wo woo<� p a O ••••• o F- • • Of w • • Q • • • vJ 33: v) to vi ?�:3m cn u) (In P�?_e • . roolre it.* - z w W -.G • • • • • 1Y cif Ll.I F 0 • • • • m V) Z � O J 0 V, QC)ww F- cn r-) z > W o�¢= -p LL! of A��211_01fo w wQU¢30 z DATE: 7/ 1 1 /05 SCALE: N. T. S. DWG. BY; SWS CHK. BY: DRAWING NO.: DWG-MA-FLO128-05 SHEET 1 OF 3 6" -- SEE DETAIL 3., 3 'I �' c „E.. r 3 � c SEE DETAIL "c " — 6" 3" 31 {I { { II ! 6 6"III _ 6" 3„ 0 0 w U a o_ J J Q Z) _ q — 0 w w B B B o A � 6" 3" 6„ 6„ I 3 - ('„ �— 3„ T- Y-7 3" SEE DETAIL „F„ #10 x 2" #8 x 2-1/2" # 10 x 5/8 #8 x 2-1/2" #10 x 5/8 #1Q x 2' FRAME / DOOR DETAIL "D" DETAIL "C" TYPICAL L 1.375"yy ' I INSWING THRESHOLD 3„ — 6„ 0 Li 0 c< SEE DETAIL (n „D" J J cy w w a' 0 d l v/ m #8 x 2-1/2" 10 x 3/4" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.962" f OUTSWING THRESHOLD 0 Lo N u7 Lri >EE DETAIL 'c" • • • • a r • ASTRAGAL RETAINER BOLT HOLE• MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 IG (1/8'• TEMP. GLASS) W/ OPTIONAL DECORATIVE INSERT ALUM, STEEL OR BUTYL SPACER 1 /2" BITE #6 X 1-1/2" PH5 Addendum to NAMI f9»$ Ce-ificatian W.:Re�ewed By: � sl¢j DOW 995 Date RevieWec s�� EXTERIOR INT RIOR TYPICAL GLAZING DETAIL cl� Ln cc 00 U CD Q Q »� Or O o o°ON m �� zLu m Q O W Z. ID= 0 .�... o � + IE Q + 3 U) (n 3 m • • v) v1 • • Y Q z J • •u) � • + • • • • • I� w Q Ld • • • Q cn€) � c J � � Lil (! > �Ln00 o�Q= � 110 �000= IN DATE: 7111105 SCALE: N • T. S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWC-MA-FLO128-05 SHEET 2 OF 3 SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1 " X 1 /2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO'STRUCTURE. 5. MINIMUM DESIGN VALUE � STRENGTH OF ANCHORS 171 LBS. f w U SEE DETAIL "D" SHT. 2 LLJ Q w O m tr 1.50" MIN 3„ Ln LO 3" -- CL -I I- 6„ 6„ 3„ 3„ 3{ I Il l I 6„ 6„ I ! II I 0 w Q J Q 0 w B G �. B i I! II II it i 6" 6" HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 1.25" 0.25" MIN MAX SHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION 0.25" MAX SHIM TYPICAL MASONRY ANCHOR INSTALLATION Adder = to NAME Certification NO,: e3 Reviewedge Re cl� Ln cr- co O O O QO 0 a a z � o Q n al U q w J o q m al N z p �' W�oaz U • 1 • a Q U LLJ Lj cn (j�p0> Z LiJ C) Q T momm"o DATE: 7111105 SCALE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING Wo.: DWG-MA-FLO 128-GS SHEET 3 OF 3 Florida Building Code Online Page 1 of 2 `!T BCIS Home Log In User Registration Hot Topics _= Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Links j Search 3usine Product Approval J I rofessI USER: Public User Reaulatbn Product Approval Menu > Product or Application Search > Application List > Application Detail IM " FL # FL18394-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 12/18/15 vdate. set to reapply per V.Bencid's req.12/21/15.zb Product Manufacturer AWP Windows and Doors, LLC/ formerlyTrulite Address/Phone/Email 8130 NW 74th Ave Medley, FL 33166 (305) 887-2646 gberos@awpllc.com Authorized Signature Gerardo Beros gberos@awpllc.com Technical Representative • • ; • • • • • • • • • • • Address/Phone/Email • • • • Quality Assurance Representative • Address/Phone/Email 0000 • • • • • ' • • • • • Category •••• Exterior Doors •••••• • •• • • ••••• • • ••••• Subcategory Swinging Exterior Door Assemblies • • •• •• • • • • • • • •••••• • •••••• • • Compliance Method Evaluation Report from a Florida Registe d Althifect or a.Licensgd • 990*60 Florida Professional Engineer • • • • • • Evaluation Report - Hardcopy Receiveb • • • : • • • • ; • Florida Engineer or Architect Name who developed ]avad Ahmad • • the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL18394 R2 COI SS - French Doors (LMI)-CI 2014.pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 https://floridabuIIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQdNhw... 2/ 17/2016 Florida Building Code Online w Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/18/2015 12/23/2015 12/23/2015 02/10/2016 FL # Model, Number or Name Description 18394.1 Series "1800" Outswing Aluminum Large missile impact resistant aluminum outswing french French Door w/wo Sidelites door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18394 R2 II SS - 1800 French Door (LMI)- 10.14 Update - W15-58.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE# 70592 Design Pressure: +65/-65 Created by Independent Third Party: Yes Other: See drawing W15-58 for span vs load combinations Evaluation Reports and installation details. FL18394 R2 AE SS - 1800 French Door (LMI)-PAE 2014.pdf Created by Independent Third Party: Yes 18394.2 Series "La Francais" Outswing Non -impact resistant aluminum outswing french door. Aluminum French Door w/wo S id el ites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18394 R2 II SS - La Francais French Door (NI) - DWG W15-70.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Javad Ahmad PE# 70592 Design Pressure: +70/-100.9 Created by Independent Third Party: Yes Other: See drawing W15-70 for span vs load combinations Evaluation Reports and installation details. FL18394 R2 AE SS - La Francais French Door+ NI -Ffi 2014 Ddf Created by Independent ThirdParly: `ies • • Back Next *see to 0 • •••••• • • • • • Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccessibilAccessibil i�te�ft • 0096 • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a b -f ds request, don send • electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, pleas nn t-8 0.487.1395. -Pursuant to f Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide a Departnent with aryemail a(lress if • 900 • • they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If yoglce •cr yi* to supply a personal address, please provide the Department with an email address which can be made available to the public•To deterrine if you are a licensee under • • Chapter 455, F.S., please click here . • • • • 000 • • Product Approval Accepts: • • • • • f • • • MOM https://floridabuiiding.org/pr/pr_app_dtf.aspx?param=wGEVXQwtDquvosrHazGXQdNhw... 2/17/2016 X Q d" M L0 rn DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 1800 ALUM. FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. 37 1/2" MAX. I DOOR FRAME WIDTH 6 3/4" MAX. I CONCEALED HEAD/SILL FLUSH BOLTS CORNERS I SEE SHEET 5 i \ FOR DESCRIPTION I 1 I 1 � I w X w w ¢ IL --r, •o \ O 0) \ O !I ACTIVE i I 23 7/8" MAX. D.L_ OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) to co qz of U 71 3/4" MAX. DOOR FRAME WIDTH i 6 3/4" MAX. ! i2" HEAD/SILL p 3" CORNERS 3° AAA r- \ i�---=-717 X W X {- w Q a- w r7 L L� M J ,r Q 00 \ G / W rn �O rn / \\__ (B'; 1 II .I ACTIVE \ I t INACTIVE • 23 7/8" MAX. ¢ • D.L. OPG. i� �. • 34" MAX. ••; LEAF WIDTH ' • TYPICAL ELEVATION • ( XX } SINGLE LEAF DOOR DUAL LEAF DOOR DOOR OPTIONS GLASS D.L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 13" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.625" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 24")/2 i A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 1B- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND I INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION f PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. i D- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED [ ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) I FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.Q. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE i SPECIFIC DRAWINGS FOR REVIEW. E- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #18394 AN iVO. 70592 :0 ' sOF RNO ILO "I Iz _O N Z' �. W (D Q Q d !0- MID a o; 4 W CL O8 t� o m I 0 000m i Ix.0 NI 4 W 3 ILOwU) 0 M Jp Z N Q ' w W rI m j � O v r7 Ln .U_I I uj _jCD r� c0 LLJ J i € 0 Ij I3 `0 d a L (� Q Ld _Z CD I or U3 �r7i I I r� li C)00 Lie 00 =` • Z I' • OroO • ' • . .�• mil 0l I Wo II -- iI S T drawing no. W15-58 sheet 1 of 15 144" MAX, FRAME WIDTH 6 3/4" MAX. 12" MAX. 12" HEAD/SILL HEAD/SILL .3 CORNERS 3" 3" r I z H :2 0 7-1 ---ice-_ :7 00 Of . t G B N ACTIVE INACTIVE 23 7/8" 23 7/8" MAX. D.L. OPG. D.L. OPG 34" 34" MAX. LEAF WIDTH LEAF WIDTH TYPICAL ELEVATION ( oxxo ) WITH PANEL SIDELITES 12" ii it ,tom, it it SURFACE APPLIED FALSE MUNTINS MAY BE USED LLJ in L i 16" x < mz < K 0 u `-D.L. OPG. SIDELITE OPTIONS 108" FRAME WIDTH 12' 3" A 3' 12" 3 MAX. HEAD/SILI. CORNERS Y -U �T,7 j ACTIVE I Avi INASTIVE I 23 7/8" MAX. UA- 34" MAX. I LEAF WIDTH TYPICAL ELEVATION ( oxxo ) WITH DIRECT SET SIDELITES FL #18394 SILICONE GE 2800 1/8" ANN. GLASS .090" Interlayer Saflex Clear And Color Glass �By 'Eastman Chemical Co.' �1/8" ANN. GLASS M 0 x xx w WINDOW SILICONE GE 2800 092" ALUM PANEL 5/8" THK. PLYWOOD 'w .092" ALUM PANEL GLAZING DETAILS #10 X 1" PH SMS "—AT 6" FROM ENDS DOOR AND 18" O.C. MAX. 39 1/2" MAX. DOOR FRAME WIDTH 36 5/8" MAX. LEAF WIDTH 6 3/4" MAX. 13 3/4" MAX. HEAD/SILL HEAD/SILT CORNERS t.A_1 1 - X = Q !_ 10 M w d N � A = li Flo Ii� co i� 0 (I r '61 / ALUM CLADALYWOOD PANEL 27-1 /2" AIDTH MAX. 33-1/71' HEIGHT MAX. / x M W § ¢� '0 TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 4 SINGLE LEAF DOOR WITH SERIES 2500 SINGLE HUNG WDW. INSERT WINDOW INSERT OPTION f---'-------------- - - Tall i a jLn Go �( 28 1 /2' z r, j WINDOW WIDTH � 0 z N /( 25 3/8" ® Q g n Q Eli a; D.L. OPG. (FIXED) i 0 o i 0 LLI w'0 8 1 /4^ 6" MAX. d w ?t j MAX. HEAD/SILL o it CORNERS O U V ! M CL d N u. f kLz'� -0 m ! 0 M < J Lu \ LLJ 0 _ Z � o f ?nw '' > 1// ; ice' (j 0 _I J N Nj�� 0 MW \aO n !!CI Z4^ \x ¢�'Q I� C.it o x j D.L. OPG_ n 0 U I! Ld ! I 26 1 /4" 0 I V •z ! Q a �•• I' z Co i VENT WIDTH • • � � �j. rO .N I `•o NOT • • •b k SINGLE:E HUNG WINDOW IS INTEGRAL PART OF THIS DOOR. • w TD - & • • • • i • i ei ore ee A _i '.. : p m: jmplo�a � oIo I d' p�NjN Mi. 0�0 i; 2 i � Iw W`w#j u'Izk>'olo' O': e;wjaia{ :E;x D D GEN8tr'04 i C NO.70592 U. I ma's l—..Jl_J � ®` STE ' vF �� drawing --no -, • ° .j°t4Ri9. '°�®�,, ! W 15-58 s FL #18394< /®N11110% � isheet..3 of15) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - .PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) GLASS TYPES 'A', B' OR 'D' _ INT,(-) 31 1 /2 83 3/4 65.0 65.Q 37 1 /2 65.0 -65.0 31 1 /2 95 3/4 65.0 65.0 37 i /2 65.0 65.0 SIDELITE � DOOR [ 'ami FRAM \/ wl �i NOTE: 1 .1 -- GLASS CAPACITIES ON THIS SHEET ARE Z f BASED ON ASTM E1300-09 (3 SEC. GUSTS) O z _ / AND FLORIDA BUILDING COMMISSION = F- w 0 w 1 DECLARATORY STATEMENT DCA05-DEC-219 Q a a" 0 0 0 x x ;LLJ/, O W fM . O j tz a� I w W. 0 a; w O F- cn i o \\ v M \ cr M j M 0 O n. a 0 rl O N�� (0) Qw3�" ( X ) DOOR FRAME SIDELITE SIDELITE DOOR FRAME SIDELITE w 4i - o WIDTH WIDTH_ WIDTH WIDTH _ WIDTH Z ►tI r I I �� a W a t- r� ca O1 o JI 4 1L.J J 00 < jJ a U) w cn CE o (� O J OL'j 0 Q o 0 w • ! HEIGHT FOR SIDELITES ONLY o 9 DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC. • • ! 32. �p DOOR FRAME WIDTH s•• O • J FOX j (OXO) s • • ! •di Z ti s 0000 SIDELITE SIDELITE ' •' 3• a i WIDTH DOOR FRAME WIDTH WIDTH DOOR FRAME WIDTH i•+ •- I b n c0 � • • w x - S � W = 0 :• • • � N w • • �. . d ohm u > 0 ACTIVE c o N N _ -- _ --- g 0 0 gI w 0' ! O lz� w o 0 i a a a al 18" MAX. DOOR FRAME WIDTH z ° w 0 ( XX) DIRECT SET SIDELITE WIDTH (X) OR (XX) EXTERIOR DOOR (OXX) (OXXO) -- FRAM ACTIVE ( (XXO) I a I= 0 0 r 0 I �- Y t t-! ¢i I PANEL SIDELITE WIDTH DOOR FRAME WIDTH wl fi \ EXTERIOR 00 x = 4 ` i 10 w NO.70592 I d a r ACTIVE INACTIVE o dro !w n no. o / PANEL SIDELITE SIDELITE WIDTH DOOR FRAME WIDTH �f �i��QRiDP.�0`�� W 1 5 58 YONAL EXTERIOR (XX) FL # 18394 ,t��1/1, 1 y01, sheet 4 of j 5 DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY -PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) GLASS TYPES 'A', 'B' OR 'D' EXT.(+) INT.(-) 60 --- 71 3/4 � 83 3/4 65.0 65.0 fi5.0 ---- 65.0 60 95 3/4 65.Q 65.0 71 3/4 65.0 55.0 \ / SINGLE LEAF (X} DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY -PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) 5/B" PLYWOOD .092" ALUM PANEL EXT.(+} INT.(-} 31 1 /2 83 3/4 fi5.0 65.0 39 1 /2 65.0 65.Q STATIONARY PANEL (D} OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY -PSF DOOR FRAME HEIGHT (INCHES) DOOR FRAME WIDTH (INCHES) PANEL SIDELITE WIDTH (INCHES) DIRECT SET SIDELITE WIDTH (INCHES) GLASS TYPES 'A', 'B' OR 'D' _ EXT. (+) INT. (-) 'k - 3Q 3fi 42 48 54 18 18 18 18 18 65.0 ( 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 79 3/4 - - 30 36 42 48 18 18 18 18 65.0 65.0 fi5.0 65.0 65.0 65.0 _ 65.0 65.0 83 3/4 31 1 /2 (X) 60 (XX) 30 36 42 48 1$ 18 18 18 65.0 65.0 b5.0 65.0 65.0 65.0 65.0 65.0 71 3/4 (XX) 30 36 42 18 18 18 65.0 65.0 65.0 65.0 65.0 65.0 95 3/4 31 1f2 (X) 60 (XX) 30 36 42 18 1S 18 65.0 65.0 65.0 65.0 65.0 65.0 37 1/2 (X} 71 3/4 (XX) 30 36 18 18 65.0 -65.0 65.0 65.0 / • HINGES: no HOD EXTRUDED 1/8" THK AND 7-1/2" LONG TWO—PART ALUMINUM BUTT HINGE (PART No. YH-650),Lo THREE PER LEAF, 1 1-1 /2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE Al - MIDSPAN. /Z/ 0, V J T tY Q LOCK OPTIONS: Q N : G 0. OPTION #1 Q w M `vim; STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE —FABRICATED LOCK STILE PART No. YE-802, WITH 2-1/8" BORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SET), KEY U. I I OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF 0 MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE—CAST FLUSH BOLT ASSEMBLY WITH t� STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT � > ro °a PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM ® 0. B TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. 0 ra-0 0 ni SILICONE GLASS TYPES A, B& D --- W LL i GE 2800 OPTION #2 z vi = o10 y { MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT J Q ZtV— ACTIVE LEAF (FOR PRE —FABRICATED LOCK STILE PART No. YE-837) WITH THROW BOLTS Q F j #� /-SPACER CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON m THE EXTERIOR AND THUMB TURN ON THE INTERIOR01 g v"'i MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE—CAST FLUSH BOLT ASSEMBLY WITH II N f I \' ,. STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT vI PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1 /2" FROM LLIJ cc l I TOP & BOTTOM OF INACTIVE LEAF. w I 0 O x i ' 1 NOTE:CDI F % TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. w is��< of GLAZING DETAIL AT `00 ! I� DIRECT SET SIDELITE ••• 0 • i • • • • Z •• • O ;E •w r-1/8" HEAT STREWD GLASS 1/8" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS •f •i♦ i • • • .015" URETHANE ADHESIVE • • � I �; o I • t�l .090" Interlayer .090" Interla er Saflex Clear And Color Glass .070 Interla er Y Y Saflex Clear And Color Glass By 'Eastman Chemical Co.' SAF—GLAS Polycorbonote �By 'Eastman Chemical Co.' YE-833 �`: o ! N E 8y 'SAF—GLAS, LLC.' \ m I o (o YE-835 cYE-824 �1/8" HEAT STREWD GLASS 015" URETHANE ADHESIVE 3/16" HEAT STREN'D GLASS yl�jala�a C, al 1/8" HEAT STIR ix EN'D GLASS > ! GECONE 2800 Iw , SILICONE I SILICONE GE 2800 �m GE 2800 m Z C NIN V1 N � � o V) LO 13' 14100 (� 12 \, % 15 ' \ GLAZING ADAPTER OPTIONS °�w 'i 12 &® o ` \\CEM$Sc i #10 X 3/4" PH SMS o w AT 5" FROM ENDS w y a i T{ I _ g 71 X� AND 12-1/2" O.C. x / NIo.70592 m 1GI TYPICAL w \ r�' x GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'D' � �` SYA,�OF drawing no. 1 %'�� •.�LOR►OP.•®�,� W 15-58 GLAZING OPTIONS FL #18394 /•/1®NAL� •• --_ - �llill►! 4sheet 5 0f15 TF PE TYPICAL ANCHORS LULL UI51. ( FOR SPACING OPERATING UNITS 1BY /r WOOD BUCK a EDGE DIS / w vi TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING S. IDS AND AL BO 2 ALTERNATE v C � I TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. FOR SPACING -,�:?BY WOOD BUCK � ' Off` LEDGE' TRUCTURE DIST. . w a V) �N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL EDGE r STRUCTURE DIST./ w Ln � a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 28 OB ALTERNATE r— WOOD BUCKS AND METAL STRUCTURE NOT BY AWP I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 114" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ••• INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES .. STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ••. ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) ..• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .•� TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. ; INTO WOOD STRUCTURE = 1" MIN. '• INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fVc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. ° v ° TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. FOR SPACING ENSF '• Cd � � W 4�Y®. i '. STi4i c OF FLORti.. FL #18394 '! ®®NAL}%�`' t i�d Oft =i J � z - : O z m F w m a lz 0 0 0 O w m ;U O� vQ m O'Om;m o 0 L ri O .3 N000 Q �) W 3 LL LLul -0 an m J 0mQ Q wI� tW I o! JDo 00 00 .J o to W o O O o I i¢ a 0 w ZKlo• c' j d g leers tc! �V) _ O 1� Z � 11• 00 �� on a a� i-' offt i 0t�fo,o i u F O O �[ drawing no. W 15-58 sheet 6 of 15 1 /4" MAX H STRUC TYPICAL ANC SEE FOR SP 1/4" MAX. SHIM < TYPICAL ANCHORS C SEE ELEV. FOR SPACING 1 d � i Ik da- C 0 a W � d Ld a. n LC ACTIVE �E 9 /A" &AAV UK is LOCK OPTION 2 (SEE SHEET 5) INACTIVE ERIOR v(SEE SHEET 5) DOOR FRAME WIDTH - �E - -- ...... ALTERNATE ACTIVE 26 INACTIVE i x 23 #10 X 3/4" PH. SMS. AT 4-3/4" FROM END 20 8 22 IL AND 14" O.C. MAX. 8A -OPERATING UNITS TYPICAL 19 LOCK OPTION 2 EXTERIOR (SEE SHEET 5) 3 POINT LOCK ON ACTIVE LEAF OPTION BUCK 'PICAL ANCHORS =E ELEV. )R SPACING 1 /4" MAX. SHIM 2BY WOOD =i_ OR CO ,n Z co O J o a Q II a. d 0 O ® w m ice: Lli O A � cytr�M 00 o a. 'I j GO M I LLI LL LLI L4 -Oi m Q Z IN Q LLI H e H I i ui J r� •. 000 w.• •� i li • ••. �)3 tL i Q ' Q ; so • .. f O . _ ;I �ltl • ti. I cQ. • , Z . • !D O t\' at :•• n • ••►- _ •• 04 to o.e Wu W I W l Cn { I Q cod f TYPICAL ANCHORS I I SEE ELEV. ( v ( FOR SPACING 1 ti C, � 1".W 41m LA' a Iw p�LYp.: N N U i oi W; p; 0 I 0 I oloi t�zl�i W;ww 0,Z 7,LL:!;r I I i v; oo-_�� Q pIO�N �I 101�!0 oI No.70%2 i STA�EOF dJf drawing no. I %`�°�•� Z!�4011110�.�iW15-58 FL #18394 'i�//it I %\\\�` sheet 7 of � j SILIrnnic GE a z N 1/8" HEAT STREWD GLASS .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREN'D GLASS ri ACC wore 11 B & D �CER GLAZING DETAIL AT DIRECT SET SIDELITE 1/8" HEAT STREN'D GLASS .015" URETHANE ADHESIVE .070" Interlayer SAF—GLAS Polycorbonote By 'SAF—GLAS, LLC.' .015" URETHANE ADHESIVE HINGES: EXTRUDED 1/8" THK AND 7-1/2" LONG TWO—PART ALUMINUM BUTT HINGE (PART No. YH-650), 'W! THREE PER LEAF, 11-1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE Al MIDSPAN. /z/y ids Z {. J LOCK OPTIONS: w Q a N Z I a ;� OPTION #1 0 W M f�' STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE —FABRICATED LOCK STILE PART No. YE-802, WITH 2-1/8" BORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SET), KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE—CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT = > o p aaa •� PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM a 0 a TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS_ N a `?� O �y i --- ............. OPTION #2 Qw LL w ui - o �i Z m MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT to J M Q ACTIVE LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE-837) WITH THROW BOLTS Q w � F CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE—CAST FLUSH BOLT ASSEMBLY WITH — si I. of STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT U PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM LLJ"0 � ' J TOP & BOTTOM OF INACTIVE LEAF. W ' NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING 3/16" HEAT STREN'D GLASS .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS k 1/8" HEAT STREN'D GLASS uj ` rGE12800 CONE a \\\ SILICONE SILICONE GE 2800 z m (n / ( Eppm Z { , GE 2800 Z m to 00� �0 15 Ln 13 14 00 i` / j 12, l :I € i I #10 X 3/4" PH SMS '� AT 5" FROM ENDS \ X w AND 12-1/2" O.C. TYPICAL X w GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'D' GLAZING OPTIONS �aI O of € ojZaw• 3 Ir we LA cn ... �iZ��,�l .. �l • a I • �j 4 �1 • • O;•I• tn�Oje r �.0,0i 01 YE-833 N! �Im!ofo YE-835 YE-824 zs 0 LI �"iw �wi ai!¢Iraa�a{ Iz GLAZING ADAPTER OPTIONS � .'' • �G�S� j N � � � � Q t l I Mo. 70592 € A € I STD,;OF ng no. W 1€5 58 FL # 18394 ��/1®NA,�",,1sheet 5 of 15 TYPICAL ANCHORS cCr rl ms ENDS ICAL ANCHOR' SEE ELE\ FOR SPACINi PANEL SIDELITE INSTALLATION DETAILS #10 X 3/4" PH SMS — . , 1.-, —11 --- SILICONE 26 (G� ALTERNATE \001111117 N No. 70592 AN CHORS EDGE DIST. SEE ELEVATIONS FOR SPACING OF 0-- 10M FL #18394 ZONAL "MI !l< L0 00 z 0 z SNO a:LU CL L0 0 0 0 J m LU > uj LL 0 L-Jm, o 0 LQfl on 0 XW -0 Uj LL U. uj W Lo m < j Z N W Irl cn ice' o L= so i N li (90 a F9 00 IL 0 x I 0004 CD em 0 C-3 to U) 0 lK LL. 0-4M z 0 0 0: >: 00 • so W- •0) LLJ LIJ vwi < Lo in N 00 C, drawing no. Wl 5-58 sheet 8 of 1 5J F-- TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING DRS IS rUK JF'AUINU DIRECT SET SIDELITE UNITS DIRECT SET SIDELITE INSTALLATION DETAILS SCREWS NOT REOD. r 10. 70592 '; � � �•, STR � OF COR11) FL #18394 '��101YA;;,� \' I J I co M ` •••.•W • sL • vi ••• •. s • • G •.• s3 II 0 • •• ... .6 xi o II • . • 1 CO • rtC !i �-. � •t1 • •� j •j- N •.• ia�' 0 m i • ai • Ig�Z •�'' V-•m I • �o"_'��'•••, I • I�i� W � •• i • ii p•-1 iw i n' �0•� W I! Q 00 : H I cn ,. !z drawing no. W15-58 l' sheet 9 of jSJI 1.492 69 21 2.117 .9 .250 1.59I 1 r Y 11 375 .062 = 1.494 (,I; DOOR FRAME HEAD (2 PRESSURE PLATE s = SNAP CAP �- .513 .513 --� .718 .972 �i- j �' 1 .97� 3 � 1.217 �973 1.514 .050 .050 '-�- �,il 1.700 --� �.653 050 12 [ 3) i 4 1.087 GLAZING CHANNEL EXT. GLAZING LEG ~INT. GLAZING LEG 1.704-1 (5) #10-24 X 1/2" FH. MS. I 7STAINLESS STEEL `(THREAD CUTTING) E�.070 4.250 2.124 3.758 TOP/BOTTOM RAIL 4.136 r-.070 1.834 _I 4.282 - 7 j HINGE STILE r 4.151- .070 -J 4.871 LOCK STILE 4.189 d .070 4.862 (SAS LOCK STILE (FOR 3 POINT LOCK OPTION) 1.834 o' 0 O 0 Or ri O o o .450 1 0 3.555 ! n '?1 HINGE ASSEMBLY 4.000 1.500 .535 4 4-1.49f (5 SIDELITE FRAME .500 1.990 r-.110 .078 -i 4.000 STD. THRESHOLD 2.125 1.500 ITEM # PART # READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 YE-832 1 DOOR FRAME HEAD/JAMB 6063-T6 - - -- _ ._ .__. 2 - __._____- YE-810 ._.._-_ 1 STD. THRESHOLD 6063 T6 - 2A YE-1820 1 HI -RISE THRESHOLD 6063 T6 - 28 YE 840 1 OPTIONAL THRESHOLD 6063T6 - 5 Y1-809 AS READ. SIDELITE FRAME 6063-T6 _. - - ._ -...._. - - - ---- - _----- 6 - -.... - YE 501 - - - - -- 2/ LEAF - -- - - - - .__ DOOR LEAF TOP AND BOTTOM RAIL - 6063-T6 ---- - ..... _ . _ 7 - YE 803 1 ........ ... ......_..... DOOR LEAF JAMB - HINGE SIDE 6063 T5 8 YE-802 ..._.... __. _.__ __ _ _ 1 .__ DOOR LEAF LOCK SIDE 6063-T5 - 8A YE-837 1- DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6063-T5 - 9 YE 806 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063 T5 - 10 YE 816 AS REQD ------- --------- - - - . COVER PLATE - 6063 T5 ---- - - - - -- -- -- 12 -- - - - YE-824 - --- ---- 4/ LEAF -- --- --- - _ - _- GLAZING CHANNEL 6063 T6 .---_.__. _ --- - _.......... ....... ._ 13 YE-835 AS REQD EXTERIOR GLAZING LEG . ......... 6063-T5 ......__..... .._._._......__...._.....__..._.---..___.-_ ---------- 14 _ .._._.. YE-833 __ ___ ___. AS REQD _ - INTERIOR GLAZING LEG 6063-T5 _ _ ........ __........ _. - --------..__... 15 YH-623 AS REQD GLAZING GASKET VINYL DUROMETER 75 SHORE A 16 YH-4004 AS REQD. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAB 17 YH-622 AS REQD. BULB WEATHERSTRIPPING (.198 X .260) VINYL DUROMETER 75 SHORE A 19 GU 1/ACTIVE LEAF 3 POINT LOCK MECHANISM (OPTIONAL) S. STEEL - 20 YH 610 _.......... AS REQD ..._.. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 YH-650 3/ LEAF BUTT HINGES, AT 11-1/2" FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE-805 4/ LEAF -------------- _. PRESSURE PLATE -TIE ROD 6063-T5 2-1/2" LONG •• _._...--... 23 _.. ---- _ _.. YH-630 _._.._..__... ---_.._..._. 2/ LEAF .._..__._..._..__...- .._..-- -----._._.._.._.....-- -.... _._...__... 3/8" DIA. THREADED ROD - --- - -- - STEEL --------- --- ------..-- - - • • 24 YH-618 -- 2/ LEAF -. ._........ -- .. - -- - 3/8"-16 HEX FLANGE NUT ------ ----- STEEL - - •• 25 YH-641 AS REQD INSTALLATION SCREW HOLE CAP PLASTIC - • • 26 YE-842 2/ LEAF FLUSH BOLT GUIDE, 1-1 /2" LONG 6063-T6 - • • .--.-._...._ 27 ..__..._-.___..__.__.. YH-656 _.......__.___...__._.___...__._.._._._._-____._.__-__-...-.__.__-...__.-_._-___.._._._.._._._.._..........._..._............ 2/ LEAF ...._._...._.._._ FLUSH BOLT ADJUSTMENT PLATE ...... ..._.._..._.._.__._....._._ S. STEEL ......... _._.___._.._..______....._--- _...____.-� - • • 28 YH-681 1 PROTECTIVE BOX NYLON - �• 29 YH-616 1 LOCK SET ASSEMBLY - LEVER OR KNOB TYPES • 30 YH-617 1 DEADBOLT ASSEMBLY - - •• 31 YH-816 AS REQD. INSTALLATION SCREW COVER STRIP 6063-T6 - 32 YH-808 AS REQD. SIDELITE FRAME MULLION 6063-T6 - (2 HI-RISETHRESHOLD co s6 0 zi Lei N Q N (I' €n_ � O 0 0 0 -1 m !�i I i Q LL 0 U R v n m ® (L rf Q O ttQQ ® Li N uj C �3. Z O M Q j B W�� I V z�m oiW�m m V ! 0p O t �I 0 0 W;U � m O O � �a a z o n ¢IcId a 110 \`j1111111111 � ��(� � 1.990 � �� ® w I I o j' 110 �� ....... / a I EN CIA 00 _` i I O t7 10 1.500 rho. 70592 h a I - -! - - °o �j s 500 _ - �� 078 ®•' drawing no. 4.000 1 %��FLORAD.--* ,•` YY 15-58 , i '• ... 1 (2ej OPTIONAL THRESHOLD FL #18394 /0170NA�1\1i� Sh ee t 5 #10 X 1" PH SMS FRAME UPPER CORNER 3/8" DIA. STEEL THREADED ROD PRESSURE PLATE r FULL LENGTH 2-1/2" LONG EACH END rf0.70592 STA. uF FL # 18 3 94 YOMAL t� L a i 4m ar col I; z �, OZ ` z � F W � la Q (L a Ito o'o -1 (1) 0 C-) a LL OU O Ti �IOWm o) 0 CL < rl 0�00� �, O � W 4 LL �p Wtl1 O Z N� S J 0 mN _a Q W r rn a r— • • .. , • If} V cr- 0 4 p • xi••• • • • O p � • Z 4v • ••• a 0 �•OD • • '� Z •10 F �j O ' • •CL • a� cL'in Q• W d 00 --�E WE N � O N1 O U � L m a V drawing no. W15-58 sheet 11 of 15 STEEL FLUSHBOLT 4�STAINLESS � ADJUSTING PLATE WITH (2)_-, a #8-24 x 1/2' FH. UNDERCUT SMS. - COVER PLATE WITH DOUBLE ROW FIN SEAL — WEATHERSTRIP 2" LONG ALUM, FLUSHBOLT GUIDE, ATTACHED 70 FRAME STILES AT TOP (SHOWN) AND BOTTOM, ---- " CONCEALEI FLUSH BOLT! (2) #10-24 POINT B UNDERCUT, FH. MS TOP FLUSHBOLT ASSEMBLY FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY (2) #10-24 POINT B UNDERCUT, FH. MS CONCEALED 1-1/2" LONG ALUM. FLUSH BOLTS FLUSHBOLT GUIDE, ATTACHED TO FRAME--_ _ STILES AT TOP AND BOTTOM (SHOWN) COVER PLATE WITH DOUBLE ROW FIN SEAL — WEATHERSTRIP 4 STAINLESS STEEL FLUSHBO ADJUSTING PLATE WITH ( #8-24 x 1/2" F UNDERCUT Sb BOTTOM FLUSHBOLT ASSEMBLY �Ics¢' _ hio.N,. — � ST FL # 1 8 3 9 4 t►►t1��+` ln (Ln _r.. ice: r ice; A uT I Z' W W : Q QN 0 0 O' A uj V > W ri A'0UJ o aa¢ a r° 0 tD ` �. LU 0 Q w ri rn C3 1 LO i J I i w ! n I _ • •co 0 • • •i ;� p . • • ; a •i K. ;o ,off rU 1! Q •Q �•• j w !� •Z a •-d- ; N 1 i r Q••W c i 7• G W CD of+I w j D— i t if .- W •y L' co � H ch c 0 a7 of d i. W r`i 2 i ai i a drawing no. W 15-58 of15 TYPICAL ANCHORS TH PE 011ylrLLE JAI 1L)1V110 TTZ 0.11. ITUTY. FOR SPACING S. IDS AND AL WEEPHOLES: W1 = 1" LONG WEEP NOTCH AT EACH END , ALTERNATE L a p v �il TYPICAL ANCHORS EDGE DIST_ _'� SEE ELEVATIONS FOR SPACING a j Q i', L Lf) . Q t- F W ; z !¢ O o o Q I IX 0 F- i Q'0uj of Q (L < q� Q `012 d i M D! 1L Lii M I zol w' �WTi� r e! W � i • 000 • • W i � • � I E \ (� 0• • l ••. •X ! !� • • �� 1 • •.• •.. �1li Z.Q C¢.� i 1''i •aY i .� t.• • i•D i �� O ii Q Li ap 1 • • i O rW I Z of •• i • ,'3T'Wwl 0•j w �w � I Q co H i N N i ui N E O E Oi N D AH, No. 70592 M � L no. i OFdrawing •AORtOP.�®�,� W15-58 FL 18 3 94 '�0NAL ��`�� I'll I tt sheet 13 of 15J 1 /4" MAX- 4! SHIMco ; i ;E1) (F1) 1 /4" MAX. ' I _..._....._._ VENT WIDTH _ ,SHIM rn 2BY WOOD BUCK � Z fV � w Q 1 (I 3 WOOD S RUCTURE' i 3 ! #10 SMS SEE ELEV. 6E-j TYPICAL ANCHORS 0. � o m! `�OR o' v' !f 0 f 7A f FOR SPACING ` 17 E L 1 FOR SPACING W CL?� 24 Q' U. ri -- ; ' } Y ate¢ LLJ 0 oV) O uj 17 20 3A EXTERIOR 23 22 t 6 t, a W Lu LL m •% W jd. Z M m 1 TYPICAL ANCj CHORS SEE ELEV.J e 30 DOPG. 1. 7 21 J Q w ! FOR SPACING - --% _ S.H. WINDOW WIDTH Cl LEAF WIDTH -- —._ • 10 [! V) • DOOR FRAME WIDTH I • • • •�' • • • o 29 LOCK OPTION 1 ••• I 000 • • v i i 00 •• OR 19 LOCK OPTION 2 ••• � a so I' • IJ i (SEE SHEET 5) ••, it 1 Zak•• z! co 4" MAX- G 1' I \. 1 4" MAX. H L a r SHIM SHIM SPACE �0• '' Z •�00 w 1BY00 IL o =i x}•'� WOOD BUCK Tf, 5 I METAL • . I' LWil p , STRUCTURE ll ? ! 17 TYPICAL ANCHORS { ------"�—1 ° , /- SEE ELEV. 24 FOR SPACING , U' , f _ w,U m m; ; ow:m!c E. f a f: O— Wo f—_—__—.___ 9 23 ..�,_...� N {Jj L" ( 20 27-1f2" MAX. 22 16 �:�`� CL 17 721 > ` PANEL WIDTH EXTERIOR i I . N N N N I O € o10 LEAF WIDTH > :Jco1�. [O " 10 I O' L TYPICAL ANCHORS SEE ELEV. ol�'�?=_i FOR SPACING € _ DOOR FRAME WIDTH i 1 f t i t 29 LOCK OPTION 1 VICENS4c ;® C14 19 LOCK OPTION 2 (SEE SHEET 5) No. 70592 I • €, a i _ s 5YI+;COF �� drawing no. � !da • •.RC P.••• ®��' I W15-58 I ��//�®�� FL #18394 !sheet 14 of 151 . F 2.220 ---1 055 .8119 1.327 1—i .527 .860 1- FRAME HEAD .812 r -1—.062 .881 1,437 1.062 FIXED RAIL 1,187 055 1.625 .Bl 2 VENT TOP RAIL 1.562 --.055 1 3.1 25 I 2.563 2.687 1 125 T T F 1.070 0;55 .812 .68L VENT BOTTOM RAIL LA" VENT SIDE RAIL ) 2.17 4 930 1 292 055— — --.055 2.104 3.027 I 3.527 1 .812 1.179 .815 —1.617— FRAME SILL I i ,' FRAME JAMB S.H. VENT CORNER DETAIL �ITEM # PART REQD. I DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS IA YE- 169 1 FRAME HEAD 6063-T5 2A YE- 167 1 - - - ----------_---- FRAME SILL 6063-T5 3A YE102 2 FRAME JAMB 6063-T5 . . . . ...... 4A YE-152 I FIXED RAIL 6063-T5 5A YE-151 1 VENT TOP RAIL 6063-T5 6A 'YE- 168 1 VENT BOTTOM RAIL 6063-T5 ....... . ........ . .... - - -- --------- - --- - -------- - 7A YE-92 2 VENT JAMB 6063-T5 - 8A YB-4 AS REOD. . . .......... . ... . ____ ...... .... .. . .......... . .. GLAZING BEAD ALUMINUM . ......... ROLL FORMED 10A 2/ VENT BLOCK & TACKLE BALANCE 11A YH-622 AS REOD. BULB VINYL - SINGLE ROW DUROMETER 75 SHORE A 13A YH-509F AS REDD. PILE-SCHLEGEL .187 X .250 FIN SEAL (DOUBLE) _ - - -------- 14A - YH-504 2/ VENT VENT LATCHES CAM LOCKS NYLON/CELCON ZAMAK AT 11 " FROM ENDS 14AA YH-515 2/ VENT AT 11 FROM ENDS 15A #10 X 3/4" 8 . .... ........ . . FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 16A . . #8 X 1- ...... . ... . .... ...... ............. . 2 .. FIXED RAIL SCREWS I CRS CAD PLATED, PH SMS 17A #8 X 1-1/4- 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS 18A YH-590 1 REINFORCING BAR (.625 X .312") STEEL 3/4- WEEP NO AT EACH END SCREEN RETAINING SINGLE HUNG WINDOW INSERT FOR SINGLE (X) DOOR S.H. FRAME CORNER DETAIL 5 1 6 � F�� 7'—�! c V) R"I" 2 I cn: :: J .......... No. 70592 0 STAOCOF no. •...... . W15-58' YONAL FL #18394 /it 14 lix \ _of_l 5—) .sheet 15