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WS-20-491S• O3-ZO- 91 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-03-20-491 �)tj Permit Type: Windows/Shutters �_j tj IWark fCiassification: Window/Door Replacement Permit Status: Approved i Issue Date: 03/17/2020 Expiration: 09/14/2020 Parcel Number 10400 N MIAMI AVE, Miami Shores, FL 33150 1121360131160 Contacts CAROLINA VARONA Owner 10400 N MIAMI AVE, Miami Shores, FL 33150 Home: 3055820676 SUPERIOR STORM SOLUTIONS, INC Contractor JORGE L II RIOS 4237 NW 37 AVE, MIAMI, FL 33142 Business: 3056388420 assistant@superiorstorm.com Description: replace windows (10) and doors (6) to impact Valuation: $ 25,000.00 Inspection Requests:. j 1 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $15.00 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $5.00 Scanning Fee $9.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $302.00 Payments Date Paid Amt Paid Total Fees $302.00 Credit Card 03/05/2020 $50.00 Credit Card 03/17/2020 $252.00 Amount Due: $0.00 Building Department Copy y 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 WCTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA T, ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio iqg. Futhermore, I authorize the above named contractor to do the work stated. Authorized March 17, 2020 Applicant / Contractor / Agent Date Page 2 of 2 MaMjShoreS Village ENS'? . U Building Department MAR 0 5 208 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By.. Tel: (305) 79S-2204 Fax: (30S) 756-8972 INSPECTIONS LINE PHONE NUMBER: (WS) M-4%9 FBC 20 1-9- BUILDING Master Permit No. W S- 03- 20- +91 PERMIT APPLICATION Sub Permit No. []BUILDING [l ELECTRIC ROOFING REVISION M EXTENSION RENEWAL ❑PLUMBING [] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF 0 CANCELLATION 0 SHOP CONTRACTOR DRAWINGS toe ADDRESS• 0 4 0Q JJ City: Miaml Shores County Miami Dade Zia• 33 1 fjiD FOW/Iftmeik: _ a 3 (J' 'l'� ! 1 t tt^ h is the Building Historkat4 DeWgm d: Yes NO Occupancy Type: load: Construction Type: Flood Zone: SFE: FFE: ,,I 3 aS OWNER: Name (Fee Simple Tit eholder): �l�� _POSQQ%j CRrolrvq h :305 S 8a Ob? b� 9 S4 ? Address �: State: � 1 Q� zip: �311.50 Tenant/Lessee Name: Phone#- Email.. CONTRACTOR. Company Name: _r `g�-t, !n �1-t r�-� Phone: C-- c 5 tL' 3 42D • - Address: -1 ay city: i Qualifier Name: State Certification DESIGNER: Architect/Engineer: Phone#: Ll-cpl 22 (% U (e 0 Address City: State' Zip. Value at Work for this Permit: $ coo c7 Square/Unear Footage of Work Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Reple ❑ Demolition scr Deiptlon of Work: �l Q Specify color of color thru tile: Submittal Fee $ Permit Fee $ Sewming Fee $ Radon Fee $ Technokrgy Fee S Training/Education Fee $ Structural Reviews $ tk*eWVZ4l2M4i 0CF $ oo/Cc $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 25 2 ' 0 8ondtng Company's Name (if applicable) Bonding Campany s Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOW- %0PERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR, YOUR NOTICE OF COMMENCEMENT." 7 Notice to Amikant. As a condition to the Issuance of a buihfing permit h an promise in good faith that a copy of the notice of commencement Ond onstan whose property is subject to attachment. Also, a clergrkd COPY of the Med rl for the first Inspection which occurs seven (7) days after the build' g permit inspection will not be approved and o rehispection fee will be charge Signature ��1 +% f "1 ignatur OWNER or AGENT BEFORE RECORDING %ceeding $25W, the applicant must pure will be delivered to the person sment must be posted at the job site absence of such posted notice, the The foregoing Instrumen was acknowledged before me thisThefo oing in me t owledged before me this day of 20 by d' day of , 20 20 by 0a t� who i rsonaily to !�/ who is onal m to me o ho has produced as +r or has produced as icieM' lion a id take mnI MARIA RI05 / lion and f t e n NpT _° •�= NotaryPublic - State of Florida • �. Commission # GG 310756: NOT r c'^•., PUBLIC.;ova o� �' BARBARA MARIA RIOS Public State Florida a �'`'ovF`°` My Comm. Expires Apr 12, 2023 r�-, ac`.= Notary - of Commission It GG 310756 Bonded through tionaI Notary Assn. ov My Comm. Expires Apr 12, 2023 Sign Sign. onded throw h National Nota Assn. wmck Print' Print Seal: Seal: sass*s***s*sssssssssssessss«sr« s« s* 1«�sMsss*rssss*ssssss*asss*sssssssrssasrssesss»s;sas«tsss*srsss+rsssssss• APPROVED By " � Plans Examiner Zoning Structural Review Clerk JRwIse02f2412014l This instniment Was prepared by. Name: Judith J. Loffredo, Esq, Address. 9999 N.E. 2nd Avenue, State 216 Miami Shores, FL 3313E Rehm to: Name; Jorge A. Fernandez PA. Address: 2600 Douglas Road Douglas Centre PH8 Coral Gables, FL 33134 Parcel Identification No. 11-213"13-1160 WARRANTY DEED This Indenture, made this _7 day of January, 2020, CFN: 20200034744 BOOK 31776 PAGE 2086 DATE'0111312020 09-00:56 AM DEED DOC 3,180.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Between DAVID ROBERT OBREGON, a married man, joined by his spouse, ANNE E. PRENDERGAST whose post office address is: 14401 N,E. 3 Court, Miami, Florida, 33161 of the County of Miami -Dade, State of Florida , grantor*, and ANDRES POSADA, a single man, and CAROLINA DE VARONA, a single woman As joint tenants with rights or survivorship whose post office address is 10400 N. Miami Avenue, Miami Shores, Florida, 33150, of the County of Miami -Dade, State of Florida, grantee", Witnesseth that said grantor, for and in consideration of the sum of -------- ----------- -------- Tcn and and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: Lot,; 4 and 5, in Block 125 of AMENDED PLAT OF SECTION 5 OF MIAMI SHORES, according to the Plat thereof, as recorded in Plat Book 10, at Page 47, of the Public Records of Miami -Dade County, Florida. SUBJECT TO: I.- Conditions, restrictions, limitations and easements of record. 2.- Governmental zoning ordinances affecting the property. 3.- Taxes for the year 2020 and all subsequent years. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has goad right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2019. "Grantor" and "grantee" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor`s hand and seal the day and year first above written. Signed, seated, and delivered in our presence: i1 l C� (Seal) mess as to boi - - /� /� David Robrrt Obrcgon -- eal) _ Anne F. Prendergast wiurees as to Print namc_ r 5k s'd'� Eel LI:Isle7.�7sf�1 STATE OF FLORIDA COUNTY OF MIAMI-DARE I HEREBY CERTIFY that the foregoing was acknowledged this 7 day of January, 2020, by David Robert Obregon before me by means of a physical presence or o online notarization, who is ( ) personally known to notary or (vf produced the following as identification tF L Pr' �c r I-, c.P" s e and acknowledged before me by Anne E. Prendergast by means of e'physical presence or o online notarization, who is ( ) personally known to notary or (v') produced the following as identification: SEALoF�rREO� ` Nnia�Y p�piti t5� 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�k"spection, is for the verification/of conformance with Product Approva^OA). Date Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than I x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009:11/17/2014 d� 71 � tt o M R O Summary Report Property Information Folio: 11-2136-013-1160 Property Address: 10400 N MIAMI AVE Miami Shores, FL 33150-1256 Owner Mailing Address DAVID ROBERT OBREGON 10400 NORTH MIAMI AVENUE MIAMI SHORES, FL 33150 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors Living Units 1 1 Actual Area 1,862 Sq.Ft Living Area 1,390 Sq.Ft Adjusted Area 1,653 Sq.Ft Lot Size 13,520 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $274,697 $304,061 $304,061 Building Value $115,049 $115,049 $43,069 XF Value $800 $810 $0 Market Value $390,546 $419,920 $347,130 Assessed Value $307,158 $279,235 $253,850 Benefits Information Benefit I Type 2019 2018 2017 Non -Homestead Cap Assessment Reduction $83,388 $140,685 $93.280 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 LOTS 4 & 5 BLK 125 LOT SIZE 104.000 X 130 OR 20939-2775 012003 1 Generated On : 1/21/2020 Taxable Value Information 2019 2018i 2017 County Exemption Value $0 $0 $0 Taxable Value 1 $307,158 $279,235 $253,850 School Board Exemption Value $0 $0 $0 Taxable Value 1 $390,546 $419,920 $347,130 City Exemption Value $0 $0 $0 Taxable Value 1 $307,158 $279,235 $253,850 Regional Exemption Value $0 $0 $0 Taxable Value $307,158 $279,235 $253,850 Sales Information Price O Pa Book- k Qualification Description PrevPrevious 9 07/05/2012 $100 28329-2596 Corrective, tax or QCD; min consideration 01/01/2003 $207,000 20939-2775 Sales which are qualified 12/01/1984 $61,000 12373-2307 Other disqualified 05/01/1980 $68,000 10838-2272 Sales which are qualified 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 hftp://www.miamidade.gov/info/disclaimer.asp Version . .. . ... .. . . . .. . . . . . . . . .. . . .. . . . . . 10 9 Opening # Size Type Zone Wind Pressure • ... • • 1 85 3/4 x 84 Sliding Glass Door 5 +40.0 -50.0 ' • ' 2 37 1/2 x 84 French Door 5 +40.0 -50.0 Master . . • �• 2(a) 331/4x84 French Door 5 +43.0-55.0 6.0 7 • • • • • • 3 74 x 50 3/8 Horizontal R. 5 +40.0 -50.0 12 I ' 4 74 x 63 Horizontal R. 5 +40.0 -50.0 - - - -1 I 5 37 x 38 Fixed Windows 4 +45.0 -48.0 r 1 6 74 x 63 Horizontal R. 5 +40.0 -50.0 1 ' • • • • .. . �. 4 jroom 6 7 37.5 x 81 French Door 4 +50.0 -44.0 • • • • • • • • • • • I • 7 (a) 72 x 81 Fixed Windows 4 +40. -44.0 • �' ' 8 37 x 26 Horizontal R. 5 +45.0 -59.0 • ' • • • • • • • • 9 37 x 75 French Door 5 +43.0 -55.0 • ' ' "' r- •! ---_ 10 74 x 38 French Door 5 +43.0 -55.0 1 11 72 1/2 x 36 7/8 Horizontal R. 5 +43.0 -55.0 12 48 x 26 Horizontal R. 4 +45.0 -48.0 1 Bathroom 5 13 74 x 47 1/2 Horizontal R. 4 +43.0 -44.0 1 I 14 74 x 50 3/8 Horizontal R. 5 +40.0 -50.0 F- - - - - - - 15 102 x 84 Sliding Glass Door 5 +39.0 -48.0 1 16 85 3/4 x 84 Sliding Glass Door 5 +40.0 -50.0 Kitchen I 4 Bedroom 14 L entry 3 15 2 N 16 1 t Front NOA# PGT Sliding Glass Door 19-1126.03 PGT Winguard French Door 17-0504.01 PGT Picture window 18-0430.05 FOLIO: 11-2136-013-1160 Sub -Division: MIAMI SHORES SEC 5 FBc# OWNER: Andres Posada & Carolina De Verona CGI Horizontal Roller FI23359.2 PROP. ADDR: 7011 PARK ST HOLLYWOOD FL 33024 CGI Fixed Windows F126095.2 All Bedroom Windows meet egress ALL WINDOWS WHITE FRAME IDENTIFICATION PLAN VE BUILD1N� DA i - ApPRQVp V.M. Engineering, Inc. C.A. 27633 11279 SW 153 Pi- Miami. FL. 33196 WALL COMPONENTS & CLADDING WIND PRESSURES (ASCE 7-10, FBCB-17) Y10WALLCC H-60, © Copyright M. Villanueva 2018 [Fig 30.4-1] **so • ROOF Qo = <=10 0.9 Kzt = 1.00 •.. • ; • • •• COUNTY = DADE ••••• RISK CATEGORY = II Kd = 0.85 ' • • •••••• • Exposure =EE Gcpi= = 0.18 V[mi/hr]= Vasd= . 0.775 so** EWA M 10 20 50 80 100 200 300 OCR: EWA • .. [ft2]= • • • =[ft2] •. • h Kh qh Pw PW ' �„• qh • ZONE P. Pw Pw P. PW [ft] Ipsfl Ipsfl Ipsfl Ipsfl Ipsfl [psfl Ipsf) -40 Ipsfl Ipsfl • ZON • sfp 4 -48 -46 -44 -42 -42 -39 -37. • 4 4 ' • 15 1.03 41.24 5 -59 -55 -50 -48 -46 -42 -40 • • -33 5 • *1024 40 36 • • 45 45 43 39 38 35 1 33 4&5 4 -51 -49 -46 -45 -44 -42 -41 -39 4 20 E]4&5 5 -62 -68 -63 -50 -49 -44 -42 -39 5 43.35 42 40 38 47 45 41 37 35 4&5 4 -53 -51 -48 -46 -46 -43 -42 -41 4 25 1.13 45.07 5 -65 -61 -66 -52 -61 -46 -44 -41 5 45.07 44 42 39 4&5 49 47 42 38 37 4&5 4 -54 -52 -49 -48 -47 -45 -44 -42 4 30 1.16 46.52 5 -67 -63 -57 -64 -62 -48 -45 -42 5 4p�2' 4&5 50 48 44 43 41 39 3E -, &5, 45 ¢ '- 4 -56 -54 -51 -49 -48 -46 -46 -43t'� -' ' 4 " 35 1.19 47.78 5 -69 -64 -58 -55 -54 -49 -46 -43 °� 5..- j 46 44 42 4&5 52 49 45 40 39 j4&5 4 -57 -55 -62 -50 -49 -47 -46 -44 40 1.22 48.91 5 -70 -66 -60 -56 -55 -60 -47 -44. 48.91 47 45 43 4&5 53 50 46 41 40 4 4 -59 -57 -54 -52 -51 -49 -48 -46 4 A 50 1.27 50.84 5 -73 -68 -62 -59 -57 -52 -49 -46 5 4&5 55 52 49 48 47 44 43 41 4&5 ALTERNATIVE WIND PRESSURES FOR BLDGS WITH 60'< h < 90' AND h/W <_ 1 [30.6.2, EXCEPTION] 4 -63 -60 -57 -65 -55 -52 -50 -49 4 70 1.35 53.so 5 -78 -72 -66 -62 -60 -66 -62 -49 5 53.90 4&5 58 56 50 46 44 4&5 52 50 47 4 -66 -63 -60 -58 -57 -54 -53 -51 4 90 1.41 56.31 5 -81 -76 -69 -66 -63 -58 -55 -51 5 56.31 4&5 61 58 53 52 48 46 4&5 55 49 SAME EWA AS = 10 20 50 80 100 200 300 1 1 500 =EWA NOTES: (..) refers to FBC 2017 & [... ] refers to ASCE 7-10 h= Mean Roof Height Kh= Exposure Coeff. [T30.3-1 & T26.9.1] qh= Velocity Pressure [Eq 30.3-11 EWA= Effective Wind Area [ 26.2] pw=(GCp-Gcpi)*qh [Eq 30.4-1] GCpi= Internal Pressure Coeff. [T26.11-1] Vult= Strength Design Wind Speed (1620.2) Vasd= Nominal Design Wind Speed (1609.3.1) a=Width of End Zone 5, >_ [MIN(0.1(B,L),0.4h), MAX(0.04MIN(B or L), 3')] a= Max[Min(.1(B,L),0.4h),0.04Min(B,L),3] The external nressure roeffirient (G(,'n) varies hetween FWA=1 nrft21 to 5nnift2l and stays rnnstant hevnnd thnse limit - Leeward Walls (Negative Pressure) GCp= External pressure Coeff GC 5 = P • 40 - + 0.1766 LO 7C1P1"D QFPT ^� L' R r _:)T C:\Users\Morgan\Documents\Projects 2t perior Storm Solutions\Y, a ; 4': I I .kt L � L-;. 1' .L • G(E 4/••� VF� // =0 FL N SERIES 4120A IMPACT RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1n" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGI=LASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. b HALF CIRCLE/ARCH TRAPEZOID EYEBROW HALF EYEBROW 18" O.C''i ."MAX. 48" TIP -TO -TIP WIQTM% 47" BUCK WIDTH - A ------------ 96" TIP -TO -TIP HEIGHT 95" BUCK HEIGHT Y' MAX. 18" MAX. O.C.—�---�I DESIGN PRESSURE RATING I IMPACT RATING +55/-65 PSF RASED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE SEE O.C., ON TABLE 3, SHEET 3 ' SEE CORNER DISTANCE, ON TABLE 3, SHEET 3 �— 47" BUCK WIDTH --I SEE CORNER NGLASS BITE --D Imo —DISTANCE, ON ---�- TABLE 3, SHEET 3 EXTERIOR J I CI C A 5/16" GLAZING DETAIL I I I SEE O.C., ON TABLE 3, 18" SHEET 3 �L MAX. 95" i r O.C. BUCK HEIGHT I I I 33-9118" VISIBLE LIGHT FiCr7/8" I VISIBLE SEE CORNER I�ON B-1n" . TISTA EN3, SET 3 1 D SEE O.C., ON i TABLE 3, SHEET 3 TYP. FIN FRAME ANCHOR LOCATIONS @ MAX. SIZE VIM: PW APPROVAL - HVHZ Dees 06-: GENERAL NOTES & ELEVATION Re,4sion: B) ADDED 983 SEALANT SeiVea/Model: ScoN: Shnt: PW-4120A NTS I 1 OF 5 1/2" NOM. EXTERIOR - b 7/16" GLAZING DETAIL Laminated Glass Types 1 1/8" Annealed 0.0W' PVB, 1/8" Annealed 2 1/8" Heat Strengthened, 0.090" PVB, 118" Heat Strengthened 3 3/16" Annealed, 0690" PVB, 3/16" Annealed 4 3116" Heat Strengthened, 0.090" PVB, 3/16" Heat Strengthened DC J/VLG rVD VR I RVJI�VL rVD SEE SHEETS 4 & 5 FOR GLASS DETAILS • • • • • • ik Impact Resistant, .`'` LY • e • in ow & floors %yY �N - - `+� ', ` t� ,• LWCEtggF •., �� No Drwn Bp • • JENS ROSOMI6KT • III II.W A* WIyDOWS.IV 0780 W04TH VRE#T • • HIALEAH, FL 3-18 (305) 5934M _ d 58705 — '; •* = Dats: (� p O1 /09/1 V — - — •• , 0.�1 E F � - �T'• SATE F (` PREPARED BY A. LYNN MILLER 1070TECHNOLOGY DRIVE N VEHICLE, FL 34275 • • • 6y: + Ootc �0/03/16 eoReoo • • • • ;CS;'•F1oRlot+,._`�N C YRIGHT 2019 • GI NDIIWS&BOORS• • '/ S'/QNAt �'``�`� • '/7 �Irtnq M. • • • Rer. PW4120FLPA ISO L IGHTS RfSFRVED• r�, • A. LN14MILLE�, P.E. REGISTRATIO 298 P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • TIP -TO -TIP HEIGHT BUCK HEIGHT EDGE DISTANCE EMBEDMENT BUCK WIDTH EMBEDMENT EDGE DISTANCE � 1) 5/16" LANIL 7116" LAMI 1 GLAZING GLAZING ' U SHOWN SHOWN C' II EXTERIOR 1 \ 5116" LAML GLAZING SHOWN TIP -TO -TIP WIDTH HORIZONTAL SECTION A -A NOTES: 1) USE ONLY SUBSTRATE APPROPRIATE TABLE 2. ANCHORS LISTED IN TABLE 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, ALL WOOD 7116„ LAMI BUCKS LESS THAN 1-12" THICK ARE TO GLAZING BE CONSIDERED 1X INSTALLATIONS. IX SHOWN WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/7' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF -- THE ENGINEER OR ARCHITECT OF RECORD. 1X8 STRIP ` I / EDG DIST Anchor Substrate Minimum Edge Minimum EmbedmentDistance #12 P.T. Southern Plne (SG - .55) 9/16" 1.318" Steel SMS Aluminum, 6063-T5 min. 318" 0.078" Screw (GS) Steel Stud, Gr. 33 min. 3/8" 0.045' (20 Go) A36 Steel 3/8" 0.05D" P.T. Southern Pine (SG = .55) 1" 1/4" Steel Ultrecan n. s 1-1/8" 13/8" Grouted CM 0) 2-1/2" 13/4" Un ted CMU, (ASTM C-90) 1-1/8" 1-1/4" P.T. Southem Pine (SG = .55) 1" 13/8" 1/4" 410 SS Concrete Qnin. 3.35 ksi) 1" 13/4" CreteFlex 1 Concrete (min. 3.35 ksi) 2-12" 1" Un outed CMU, (ASTM C-90) 13/4" 1-1/4- #12 STEEL SELF ILLING SMS (G5) (SEE TABLE 2) EXTERIOR V #12 STEEL SELF DRILLING SMS (GS) (SEE TABLE 2) INSTALLEDINTO APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. L d i r INSTALLED DIRECTLY EXTERIOR INTOAPPROVED V ALUMINUM, STEEL I/ FRAMING OR STEEL STUD. — - — SHOWN 3) SEE SHEET 1 FOR SPACING REQUIREMENTS. 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS 2) "UNGROUTED CMU" VALUES MAY BE USED BEYOND ANY METAL SUBSTRATE. FOR GROUTED CMU APPLICATIONS _ - 3) ALL ANCHOR HEAD TYPES ARE APPLICABLE. INSTALLED TPWU \ "\ 1X BUCKSTRIP 4) MAX. SHIM THICKNESS TO BE 1/4" 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO • • • • • • j�{R,Pa�It,t��R„tleSIS� • �.`�QNy LYN,V EMBEDMENT MEET DESIGN REQUIREMENTS. • • r1►jOW'^ib rS •LtGCN�; •.�/� EXTERIOR rrro: Om— Br • so • �� Gj PW APPROVAL - HVHZ • JENS ROSOiMBKI �I\��oW//a•AN• W IpOWS, IN` 1►80 W 404TH SCREW • • Na. 58705 = Description: : HIALEAH, FL 33016 (305) 563-W90 — _— —�-I EDGE DISTANCE �- GENERAL NOTES 8r ELEVATION 01/09/18 PREPARED BY LYNN MILLER ' � , 1 � _ Re 4siort: ev.•By: RevDate: • t W0 TEri H�NOLOGY DRIVE VE IGE FL 34275 • �41) • % O ST TE OF •�'U✓ ' 'n •'. ' VERTICAL SECTION B-B B) ADDED 983 SEALANT JP� MID /19 •e/�<orlDP,.• / G�Z Senes/A/odsl: ScoN: Sheet: Drawing NS • • • Rx. co YRI�iT • �I DdWS RS • • 77/� ONiii- PW 4120A NTS 2 OF 5 PW41'�OFLFiA B " ROHTs ° • • A.'WM Mk R,PE REGISTRATION #29296 P.E.# 58705 •e• • • • • ••• • • • • • • • • • • • • • •• •• •• • •• •• -:a • BUCK HEIGHT EMBEDMENT 'r DISTAAe CE \1/4" MAX. SHIM Tf EMBEDMENT ` �-- 114" MAX. SHIM / � ! 21 EDGE DISTANCE 5/16" LAMI. GLAZING SHOWN 7/18" LAMI. GLAZING SHOWN ",'MAX. SHIM +) +.•-• � � /. �. 5I76" LAMI. 7116" LAMI. EMBEDMENT GLAZING GLAZING II SHOWN SHOWN —+L C EDGE DISTANCE — EXTERIOR V BUCK WIDTH HORIZONTAL SECTION C-C Anchor Substrate Min. Embedment or Metal Ticknes Min. Edge Distance Max. ncenter, Distance, OC Max. Corner Distance 2.112" x .113" Box Nail P.T. Southern Pine (SG = .55) - 318" 8" 2-7/8" 2-112" x .131" Common Nail P.T Southem Pine (SG = .55) 318" 2-1/2" x 145" Roofing Nail P.T. Southern Pine (SG = .55) - 318" #10 Steel SMS Screw GS ( ) P.T. Southern Pine (SG = .65) 1-3/8" 1/2" Aluminum, 6063-T5 min 0.125" 318" Steel Stud, Gr. 33 min. 6.057" 318^ A36 Steel 0.050" 3/8" #12 Steel SMS Screw GS ( ) P.T. Southern Pine (SG - .55) 1-3/8" 9/16" 26" 8-1/2" Aluminum, 6W3-T5 min, 0.125" 7116" Steel Stud, Gr. 33 min. 0.071" 7/16" A36 Steel 0.050" 7/16" i) wv�,nvrt mua cn I truce r• mlmlmuM ur ;1 I IiKEAUJ 6EYUND ANY METAL SUBSTRATE. —{ 2) 2) ALL SCREW HEAD TYPES ARE APPLICABLE. 1/4" MAX. SHIM I NOTES: 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 3. FOLLOW EXTERIOR EMBEDMENT AND EDGE DISTANCE LIMITS. ANY EDGE aDISTANCE ` u` OPTION INSTALLATION IDE WINDOW. N ANY SDOMAY BE USED Title: EMBEDMENT 2) 2X WOOD FRAMING OR BUCK, 1-1/2" THICK OR PW GREATER. APPROVAL - HVHZ VERTICAL SECTION D-D 3) SEE SHEET 1 FOR SPACING REQUIREMENTS. DeecnPtion. GENERAL NOTES & ELEVATION 4) MAX. SHIM THICKNESS TO BE 1/4'. Revision: 5) GLASS SHOWN IS FOR ILLUSTRATIVE B) ADDED 983 SEALANT PURPOSES ONLY AND MAY DIFFER TO MEET Series/ModN: Stole: Sheet: DESIGN REQUIREMENTS, [—PW-4120A NTS 3 OF 5 110 STEEL SELF DRILLING SMS (SEE TABLE 3) INSTALLED INTO APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. 1/4" MAX. SHIM —+( #10 STEEL SELF r r fDRILLINGSMS (SEE TABLE 3) INSTALLED INTO APPROVED ALUMINUM, EXTERIOR STEEL FRAMING OR ID STEEL STUD. • • • • • • • all Impatt R•sistatt • • � in [ors al I =I DOOR* ANSWIWOWS.IN`. ..3NY.LYN/yy�''.,. / 410EN$F'•, (��i Grown By: ,. • JENS ROSOWSKI 413FOO W GATH 4REEiF • • HIALEAH, FL 33018 (305) 593-BW ,•'.' - No. 5B705 - * :. -_ _ Dote, PREPARED BYA. LYNN MILLER 1070 TECHNOLOGY DRIVE • 01/09/18 1• - / 0 ' 7 I �\ Off'. STATE 46 le. .•Date: fj. VENIQE, FL 34275 • nleoI OF �LORID�.•'�� •JR 40/03/14 s tcs • ',S/ONAL T•�o,9 I DOPis DCGRs • Drawing NS • • • Rev: PW4120FLPA Be HrsR ED • • A `YNN Mn.& ,�E. REGISTRATIO 96 P.E.# 58705 • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TART F A For Gla ss Window Design Pressure (+l-, psf) Type I Short Side (in) 22" 24" 26" 28" 30" 32" MI. 36" 38" W. 42" 44" 46" 47" 56" +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-63.1 +55/-61.5 +55/-60.2 +55/-59.5 60" +55/-65 +55/85 +55/-65 +55/-65 +551-65 +551-65 +55/-65 +551-64.7 +551-62.2 +55/-60.8 +55/-59.3 +54/-57.8 64" +55/-65 +551.65 +551-65 +55/-65 +55/-65 +55/-65 +55/-62.4 +551-60.6 +55/-58.9 +54,7/-57.3 +53.3/-56 c 68" +55/-65 +55/-65 +55/-65 +55/-65 +55/-62.2 +55/-60.5 +55/-59 +551-57.4 +55/-55.6 v 72" +55/-65 +551.65 +55/-65 +55/-82.2 +55/-58.6 +55/-56.8 +55/-55.2 +l-53.9 v_ in 75" +551-65 j +55/-65 +55/-65 +55/-60.5 +55/-56.7 +/-53.9 +/-52.3 +/-51.3 c 0 J 80" +55/-65 +55/-65 +551-62.9 +55/-57.8 +/-53.8 +/-50.7 64" +55/$5 +55/-65 +551-61.3 +55/-56 +/-51.8 +/48.8 ' 88" +551-65 +55/-63.7 +551-59.3 +/-54.1 +/-50 92" +55/-65 +55/-82.2 +55/-57.6 +/-52.2 95" +554-65 +55/-62.1 +55/-56.6 +/-51.4 For Glass Window Design Pressure (+/-, psf) Typo 2 Short Side (in) 22" 24" 26" 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 47" 56" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +551-65 +551.65 +551-65 60" +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/£5 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +551-65 64" +55/-65 +55!$5 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 c 68" +551-65 +551-85 +551-65 +55/-65 +551-65 +551-65 +55/-65 +551-65 +551E5 72" +55/-65 +55l-65 +551-65 +551-65 +551-65 +55/b5 +55/-65 +55/-65 co75" +551-65 +55/-65 +55/-85 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 J 80" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 84" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 88" +55/-65 +55/-65 +55/-65 +551-65 +55/-65 92" +55l-65 +55/-65 +55/-65 +551-65 95" +551-65 +55/�5 +55/-65 +55/-65 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. riff.: PW APPROVAL - HVHZ DESIGN PRESSURE TABLES Revie - B) ADDED 983 SEALANT PW-4120A t NTS I 4 OF 5 5116" NOM. _ L- GLASS STACK 1/8" ANNEALED GLASS .090" PVB 1/8" ANNEALED GLASS 5/16" LAMI. GLAZING GLASS TYPE 5116" NOW GLASS STACK II` 1/8" HEAT -STRENGTHENED GLASS 090" PVB 1/8"HEATSTRENGTHENED GLASS 5/16" LAMI. GLAZING GLASS TYPE 2 • • • •: 1111111i • 1 Rlsis a,` Ot • i� o' lraeslaD .. �ICEN_ _ .• CM DR EMWb0:'1 : 378#*1004TT� JENS ROSSKI' OW '•* No. 58705 HIALEAH, FL 3301E_- (305) 593-8590 ( lj . Date: PREPARED BY A. LYNN MILLER 107Q TECHN(�OGY DRIVE • VEYCE •S • 01 /09/16 �i •'• I • ) �, _. ��` % O� • ST TE O ��oRID% ��• Ray. �': jiev. p t� •1Q(03/1 Jf�16 s •:s� //ONAL ..w1`,�O NMILE • A.LYNLER,`RE. 000PYRI(WT%201 WI VWDW6D RIGTS RESERVED ,wing No. PW412APA • REGISTRATION 929296 P.E.N 58705 ••• • • • • ••• • • •• •• • • • ••• • • • ••• •• • •• TARI F A For Glass Window Design Pressure (+/-, pst] Type 3 Short Side (in) 36" 38" 40" 42" "1 46" 47" 72" +55/-65 +55/65 +55165 +551-65 +55/-65 +55/-65 +55/-65 c 76' +55/65 +55l-65 +55/-65 +55/-65 +55/65 +551-65 +55/-65 80" +55l65 +55/65 +55/65 +55/65 +55/65 +55l65 +55165 v rn 84" +55/-65 +55/-65 +55/65 +55/-65 +55/65 +551-65 +55/-85 88" +55/65 +55/65 +55/65 +55/-65 +55/-65 +55165 1 +55/-65 J 92" +55/65 +55/65 +55/65 +55/65 +55/65 +55/64.4 +55/63.4 95" +55165 +55/65 +55/-65 +55/-65 +55/-64 +55/-61.9 1 +55/60.9 Window Design Pressure (+/-, ps8 For Glass Type 4 Short Side (in) 36" 38„ dw„ 42„ 44„ 1*1. 47" 72" +55/-65 +55/-65 +55/-65 +55/65 +55/-65 +55/-65 +55/-65 c 75" +55/-65 +55/65 +55/65 +55l65 +55/-65 +55/-65 +55/-65 80" +55/65 +55/65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 84" +55/65 +551-65 +55165 +55/65 +55/65 +551-65 +55/-65 � +55/65 +55/65 +55/65 +55/65 +55/65 +55/65 +55/65 fl +55/-65 +55/65 +55/-65 +551-65 +551-65 +551-65 +55/65 +55/65 +55/65 +55/65 +55/65 +55/65 +55/65 +W65 7/16" NOM. GLASS STACK -'� j�- 3/18" ANNEALED GLASS .090" PVB 3116" ANNEALED GLASS 7/16" LAMI. GLAZING GLASS TYPE 3 7/16" NOM. GLASS STACK i 3/16" HEAT STRENGTHENED GLAS PVBS OW 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI. GLAZING GLASS TYPE 4 TARI F R Item # Description 1 Flange Frame 2 Integral Fin Frame 3 Glazing Bead, 5/16" Lami & 3/16" Mono 4 Glazing Bead, 7/16' Lanni 7 Dow 899, 983 or RGS-7700 Silicone 8 Vinyl Bulb Glazing Gasket 10 Setting Block 3/16" x 5116" x 1-1/2" 12 1#8 X 1" Panhead SMS (Assembly Screw) 2.000" 7a2 06T--� .528"L-j r==g 062" .745" ,745" 1.599" I I t 2.224" 1,1I� 050" .500" O y 5 ALUGLAZINGEM NUM.062"B OGLAZING 063- 5 ABLUM NUMB OFLANGE FRAME O FIN FRAME 6063-T6 ALUMINUM 8083-T6 ALUMINUM NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. • • • • •: _ 1 rl Lphdncl��R,�ft�y�ls of ••�� VM • • ,: ��NY LYNrVA'j 1' (Ct ♦�' '. A Yr : No. 58705 -D �J '. (I I�O / L Z O STA E / �i, ��C ''••Ft ORLDP. •%�' / • St��A�-1 ••• A Ll/W �ILLER, P.E. P.E.# 58705 7RIs: PW APPROVAL - HVHZ D— By: • • JENS ROSOWSKIe I DOORSANSWINSOVW INC. 378e19104Tr•STREF§ • HIALEAH, FL 33018- (305) 593-65W Dmriptlon: DESIGN PRESSURE TABLES & MATERIALS Dab: 01/09/18 PREPARED BY LYNN MILLER t07 TECHNOLOGY DRIVE pt • t! 0-1 p �5 • e RsHaion: B) ADDED 983 SEALANT Rev. e9y. J 1 (?3/1 ,eco RI zot C�`,I D db RG RESER Ss�iss/Modal: PW-4120A Sca/e: NTS Shsat: 50F 5 Drt I.v No. �s, • • PW4120rLPA • B REGISTRATION 029296 ••• • • • • ••• • • • ••••• • • • :so.: SERIES 411OA IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN NAND -BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL MOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW, 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE &SMALL SEE SHEET MISSILE IMPACT RESISTANCE 74" OVERALL WIDTH 111" OVERALL WIDTH 73" BUCK WIDTH I 110" BUCK WIDTH B B 3„ C A ERALL TIGHT OVERALL 6HEIGHT ^ / BUCK HEIGHT 62" BUCK HEIGHT ALWAYS 3" 3-3/18" REQUIRED ALWAYS SEE NOTE 3/18" A, g 3 CORNERS SEE NOTE D, THIS SHEET REQUIRED THIS SHEET 3° 0 CORNERS SEE NOTES B & C, THIS SHEET ION OX SIM. TYP. XOX (1/3-1/3-1/3) ELEVATION USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR WINDOW CONFIGURATION (OX, XO, XOX), SIZE AND GLASS TYPE, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLE 2. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLET ACCORDING TO THE INSTALLATION CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM SHEET 2. VERIFY THAT THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLE 1, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET SET ARE MET. 5) INSTALL AS PER SHEET 3. GENERAL NOTES ...........................A ELEVATIONS. ........... . . ............. 1 ANCHOR SPECIFICATIONS............2 ANCHOR SPACING/QUANTITIES.. 2 INSTALLATION ................................. 3 DESIGN PRESSURES ..................... 4 GLAZING DETAILS .....................-- 4 CORNER ASSEMBLY ...................... 5 EXTRUSION PROFILES ............... 6 PARTS LIST ..................................... 6 111" OVERALL WIDTH 110" sucK WIDTH --- re I 63' OVERALL HEIGHT 62" BUCK HEIGHT 1 ALWAYS SEE NO REQUIRED THIS SHEET SEE NOTES13, 000RNERS & C, �1 WIEEPHOIE NOTES' • • THIS SFIEET • • A. REQUIRED IF WINDOW WIDTH IS OVER 67". • • • • B. REQUIRED IF WINDOW WIDTH IS OVER 45" AND UP TO67" TYR XO?i1 M- 0/'2-1 /4) ?L0VARrltN4 C. REQUIRED IF WINDOW WIDTH IS OVER 89". • •�� D. REQUIRED IF WINDOW WIDTH IS OVER 45". • • • • • • - 3-3116" • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • B) ADDED 983 SEALANT JR. 10/02/19 e" co 00 �z w N in nay 7 atop U) a F 0 C z " 1n n9 O0 W = W O U 2� L7 .0 i '�= N HMO aQ~w� W > Uco ME Z LL O � v g 1 z Z 1aa45 Z Lu aio�S Z. w o ®xg o$ m < 0 O 0290 Uni9 1 .�O s S oV LYNN '��.•' jCENSC • �(� ' .*.: No.58705 '0 �i7 7g OTSATE `4tj -;- CCS '•'.�<ORIDN.••' N oNAL A. LYNN MILLER, RE P E % 58705 74" OVERALL WIDTH 1 ANCHOR ON EACH SIDE OF 1 ANCHOR THE MEETING 1 ANCHOR AT CORNER RAIL AT CORNER -- 9" MAX yII 1 SASH FIXED 15" MAX VISIBLE VISIBLE OVERALL OC LIGHT LIGHT "' HEIGHT 33-5116' 33-5/16" SASH SASH VISIBLE VISIBLE LIGHT LIGHT I 9" MAX. I►— I�_ 9" MAX. FROM CENTER OF MEETING RAIL TYP. XO ANCHORAGE (OX SIM.) & MAX. VISIBLE LIGHT OPENING 63" OVERALL HEIGHT 111"OVERALL WIDTH 1 ANCHOR @ MIDSPAN 1 ANCHOR ON 1 ANCHOR ON EACH SIDE OF EACH SIDE OF 1 ANCHOR AT THE MEETING THE MEETING 1 ANCHOR A CORNER RAIL RAIL CORNER 33-5116" + FOXED VISIBLE LIGHT 56-9/16" 57-13/16" SASH VISIBLE "`VVV � FIXED VISIBLE • LIGHT LIGHT 33-5/16" SASH VISIBLE LIGHT 9" MAX. f'f' If 9" MAX. FROM CENTER OF MEETING RAIL TYP. XOX (1/3-1/3-1/3) ANCHORAGE & MAX. VISIBLE LIGHT OPENING Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness #12, Steel SMS (Gr. 5 or 410 SS, (min. of 3 threads beyond metal substrate) All Southern Pine (SG - 0.55) 9/i6" 7/8" 13/8^ 6063-T5 Aluminum 3/8" 9/16" 0 O60" A36 Steel 3/8" 9/16" 0. 550" Gr. 33 Steel Stud 318" 9/16" 1 0.045" (20 Ga) Elco URraCora Jamb Hollow or Filled Block, A TM C90) 2-1/2" 8" 1-1/4" All Concrete (min. 2.85 ks' 2-1/2" 4" 13/8' Southem Pine (SG = 0.55) 1-1/16" 1-1116" 1-3/8" 410 SS Elco eteFlex® Jamb Hollow or Filled Block, (ASTM C90) 1-314" 6" 1-114" All Concrete (min. 3.35 ksi) 2-1/2" 4" 1-314" ,i —„v+n" —",r"„".a nrn..,vn,..wi.—11"' I.nInCMUMrvI"n— A 11f ILVI;ATIDN. t 9" MAX. .1 15" MAX. O.C. B) ADDED 983 SEALANT JR. 10/02/19 111"OVERALL WIDTH 1 ANCHOR ON 2 ANCHORS 1 ANCHOR ON EACH SIDE OF FOR FRAME EACH SIDE OF THE MEETING WIDTHS 109" THE MEETING AND OVER, 1 ANCHOR RAIL OTHERWISE 1 RAIL AT CORNER ANCHOR 1ANCHOR AT CORNER 9" MAX. I' 63" 56-9/181, 57-13/16" OVERALL SASH FIXED 15" MAX. HEIGHT VISIBLE VISIBLE ISGIM O.C. LIGHT 24-&B" • • • SASH . • VISIBLE S% FIX�4 • • • • • ♦ . LIGHT VISIBLE LIGHT • ` • • • • 9" MAX. +� rs— • 9" FROM AT�R • • • • OF KW TING R�L • • • • • • TYP.XOX(1f4`I/2-'V4)ANN GE & MAX. VISIBLE LIGHT LIGHT OPEING • • • • • • • • • • • • ••• • • • •• •• LYNV VICENSF'. �� # ; No. 58705 O 11 Off'. IT •�� ll ,ss'op.� C, AL �/1,j 1111110, A LYNN MILLER, P E. P E 0 58705 OVERALL HEIGHT BUCK HEIGHT EDGE DISTANCE u LOCKS AT SASH / SIDE RAIL OR EMBEDMENT / MEETING RAIL\ �- 24 D30 EMBED- DISTANCE /. , �( �^i MENT 1 � � Lg o o UJ EXTERIOR U ID BUCK WIDTH OVERALL WIDTH x #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 1 32 SHOINSTALLED 31 lJ l DIR NTO METAL.TLY SHOWN � INSTALLED THRU 1X BUCKSTRIP EMBEDMENT EXTERIOR I. —►I EDGE DISTANCE VERTICAL SECTION B-B HORIZONTAL SECTION A -A ❑• `J SHOWN INSTALLED RU iX BUC TRIP X ---� #12 STEEL SELF DRILLING SMS (G5), SEE TABLE 1 INSTALLEDINTO �U v EXTERIOR v APPROVED ALUMINUM, STEEL FRAMING OR v STEEL STUD. 1-1 BUCK WIDTH OVERALL WIDTH HORIZONTAL SECTION C-C MULLION SECTION APPROV M LLIO Y BE • • • • • • • IC OF HORIZONTAL. NOTES: • • • • •"Y 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1. FOLLOW EMBEDMENT/aQ EDGE OISTINC: L14TS;ANy, • • • • INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. • • • • • • • • • • • • 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1. ALL WOOD BUCKS LESS THAN 1-1/I' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTEDAS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS ��Qp THE • • STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGI E&tlt ARCHIVCT•OF JECQRD. • • • • 3) SEE SHEET 2 & TABLE 1 FOR SPACING REQUIREMENTS. • • • • • • • • • • • • • • • • • • •• • 4) MAX. SHIM THICKNESS TO BE 1/4". • • • • • • • • • • • • • ••• • ••• 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •-'—+'F-i EMBEDMENT t ff EDGE DISTANCE fs. 1 WT B) ADDED 983 S JR, 10l02l19 O m W N O a g con LL LL CC LZ O >Lo�A O m Z O 7e w = W' 0 r W U W n pm0 a� uZ1� adz LL O 01 F w O 0 0 cc 3 z� Z Z 3 w aro�s Q E3 z w U) aFLL = U o ® j 0= �S< � ¢ U = arut sap sa�ia5 V ^ _ 1 . " NY LYtviv ''�., No.58705 A 10 G. ""�SS;�NALIN \. A. LYNN MILLER, P E. P E # 58705 DESIGN PRESSURE (psf) o o O Overall Height 38-3/8" 43-1/2" 50-5/8" 63" Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 26-1/2" x +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/•65 +55/-65 +55/-65 37" +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 45" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 49" O `0 55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 53-1/8" O55/-65 X +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-654+55/-65 61" r+551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-6566" 55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-6574" 55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55.0/-63.2 L 3 E 53-1/8" m r1 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/$5 +55/-65 61" +551-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 74" +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/ 65 O 85" `�' +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 97" x +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 111" x +551-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55.0/-63.2 +551-65 53-118" a_ +55t-65 +55/-65 +55/-65 +551-65 +551-65 +55/-65 +55/-65 +55/-65 74" N +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-64.8 +55/-65 85" +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-57.9 +55/-65 97" +551.65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +53.5/-53.5 +55/-65 109" ox +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +50.41-50.4 +55/-65 111" X +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 1 +55/-65 1 +50/-50 +551-65 5/16" NOW GLASS STACK 1/8" ANNEALED GLASS 090" PVB 1/8" ANNEALED GLASS 5/16" LAMI. GLAZING GLASS TYPE 1 5/16" NOM. GLASS STACK 1/8" HEAT -STRENGTHENED GLASS .D90" PVB 1/8" HEAT -STRENGTHENED GLASS 5/16" LAMI. GLAZING GLASS TYPE 2 Laminated Glass Types 1 1/8" Annealed, 0.090" PVB, 1/8" Annealed 2 1/8" Heat -strengthened, 0.090" PVB, 1/8" Heat -strengthened •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • ••• • • • • • • NO1kS:• • • • • • • • • • T'• • • • •HO • • ROUND UP TO THE EXT AVAILABLE WIDTH R HEIGHTDIMENSION SHOWN ON THE TABLE, • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • B) ADDED 983 SEALANT JR, 10/02/19 16 °p m N Y Ln 5 m �aa Q p O i W z�� O LL o °o°D zip w z � � 2ffl O Z * W U N 0 W`: � u.r "Kl ON OMO o.�w,� o K Or > a . U LL O w 'c o �$e i d 3 ,aays 0 ~ �' zw z _Q O z a�W ¢m Z -S 5 Ea, 86 ago yFJ� = O = �. ®o$=N M0 z a Er_ U�Z� aal �a0 S 5 �'t .•'�10ENS�'�C�� * j No. 5,9705 ' 7SA(E;7T11' %pOT'. :SORM G, /ONAL"11111110E1.. A LYNN MILLER, RE P EA 58705 330" I+— 250" OI 1 1.600" O2 SILL OSILL ADAPTER WEEPHOLES WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS. SEE SHEET 1 FOR QUANTITY AND SPACING SASH CORNERS ASSEMBLY DETAILS MEETING RAIL DOW-899, 983 OR RGS-T700 BACKBEDDING 1/2" NOM. GLASS BITE EXTERIO1�' a •. • •. �Yp GL•AZIG:DF.fAIL • • •• • • • • •• ••• •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • 0 ••• 0 0 8) ADDED 983 SEALANT 2 JR• 10/02/19 y f4 Do N S ^aL a�' c 0 a d � z To0 p (X J o Y�N W LL C, x Sao W =W (7 EV u.�JM0 'ON R 0? fD 2HZ W o a�i F O O'n Lu Z s gw ZZ a W o E ax� (If cr W Z 3$m J 0 p 0_ <� U n � Q U au!1 Jsap s S = `........... *, No. 58705 `S TE F� .' tL/ "'s/0NAL1 �.. A LYNN MILLER, P E P E # 58705 TABLE 4: ►tern Description 1 Frame Head 2 Frame Sill 3 Sill Adapter 4 Frame Jamb (Fixed) 5 Frame Jamb (Operable) 6 Heavy Duty Fixed Meeting Rail 7 Side Rail Lock 8 Sash Top & Bottom Rail 10 Sash Side Rail 11 Sash Meeting Rail 12 Dogbone Reinforcement 13 Sash Stop 14 Beading 23 .190" X.200" Q-lon Wstp. (Frame) 24 .187" X.230" Fin Wstp. 25 Bulb Vinyl Wstp. (Sash) 29 Weephole Cover 30 Sweep Latch 31 Roller Hcusing & Guide 32 lRoller 50 Setting Block 3/32" X 1/4" X 1" 81 15ilicone Glazing Sealant �•--- z.000'• oso° 2.009" oso" 1 -7 OFRAME HEAD 6063-T6 ALUMINUM OERAME JAMB (OPERABLEI 6063-TB ALUMINUM I—T 1.115' 1 82"1.45T' r I --I 0 31 F� 06T� 11 SASH MEETING RAIL 12 DOGBONE 6083-T6 ALUMINUM REINFORCEMENT 6063-T6 ALUMINUM �— 2.000' 2.824" 062" 062" OFRAME SILL mur-m-MMINUM 1.645" 062" 2.010" yr 093" 1 — OHD FIXED MEETING RAIL 6083-T6 ALUMINUM 875" 2 610" .0 62"qO SILL ADAPTER 60 NUM .674" oso" .928" L24F 1.599" —1 082" 2.124" OFRAME JAMB (FIXED) 6063-T6 AWMINUM (D SIDE RAIL LOCK O SASH TOP 8 BOTTOM RAIL 8063-TB ALUMINUM 1.931" osr 1.853" 10 �SASH SIDE�,R,,—A��IL ,�� MIAUM T 1.113" .040" I 4736'.781" .318" • • • • • • • s 13 SASH STOP 14 LAMI9B�INt • • • • • • • • • • M-TS-ATJMINUM PVi • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • f • • • • • • • • • • • • • • • B) ADDED 983 SEALANT N JR, 10102/19 z w fO CO ay Cli a aloo (L a LL JYN � H R rc � !Y x net 00�52 LL WU i �r< N W� x OMO CO CL F Z O U K LLz LL O _ O ` 3 z I>a45 o F- m z z ao5 Ell �$ = ¢QQ$=m 5 W , O `111111 LYNAI"'/, .......... * . No. 53705 Off'. SATE OF ; (V IONAI.IE A. LYNN MILLER, P.E. P E % 58705 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 ANCE (NOA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy . . .... ...... COPE: " • •• � '• This NOA is being issued under the applicable rules and regulations governing the use of construction matenals. T40e 0 0 • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Proouct ContrgL, fiction w 0000 be used in Miami Dade County and other areas where allowed by the Authority Having Jugs jgtton (A%J,I..' 00606 This NOA shall not be valid after the expiration date stated below. The Miami -Dade COU444wduct Goatrel Seciie;• • (1n Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rasecv� lthe rijkt• to have fts • ; • product or material tested for quality assurance purposes. If this product or material fails te:rform in the accepted'. manner, the manufacturer will incur the expense of such testing and the AHJ may immediately rev�kv, %odify,' or • 0 suspend the use of such product or material within their jurisdiction. RER reserves the rig:it to revoke This acceptarVet • • if it is determined by Miami -Dade County Product Control Section that this product or material fait to emeet the O requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includins the High Velocity Hurricane Zone. ESCRiPTION: Senes - uminum Outswing French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev , titled"Alum. French Door & Sidelites, Impact'', sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Tables I or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #16-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaa I. Chanda, P.E. MIAMFDADE COUNTY NOA No. 17-0504.01 u� LExpiration Date: October 18, 2022 Cate: September 28, 2017 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # ligted helow) o Goes:* 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact:,*s4eets l� through 10 of •, 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT lndustnig%igned anti staled bf •' • •' Anthony Lynn Miller, P.E. """ o . ..... .... .... . . .... **:*so B. TESTS •••••• ••• ••••• . . . . . ...... 1. Test report on 1) Uniform Static Air Pressure Test per FBC TAS 2V 9T e s • 2) Large Missile Impact Test per FBC, TAS 201-94 ; : .. see*:* 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • o ; e s o o; Along with marked -up drawings and installation diagram of Aluminum SlidiM Glass Dvbtg TV TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., 'rest Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) 2. 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 fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FT"864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/1416. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Confan �IvIA)•fo ner 0 Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 06'i' 1f16. • • . F. STATEMENTS (Submitted under file #15-0528.24) ' 1. Statement letter of conformance to FBC 2014(5th edition) and letter of ne7lijjncial intgw.A prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.F..•.•. • ••• 2. Lab compliance as part of the above referenced test report. • • • • ' • • ., G. OTHER 0 � . Y 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. ' . . 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5T" Edition) & 2017(61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5t' edition), FBC 2017(61h edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA 916-0629.17, expiring 10/18/22. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. I 3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT, 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). DESIGN PRESSURE RATING I IMPACT RATING SEE TABLES 1 - 4 ON SHEET 2 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE TABLE A. Min. Anchor Group Anchor Type Frame Member SUbatrate Min. Edge Distance Embedment orMots I Thickness 1/4" EICo UttraC Concrete in s 1.3/ 13/8" 1 F =155 k I = amb Hollow Block (ASTM C90) 13/4" 1-1/4- 2 1/4" 410 SS Elco CreteFlexO All Concrete (min. 3.36 kill) 1-314' 1-314' Jamb Hollow Block ASTM C90 13/4' 1.1/4' All Southern Pine (SG = 0.55) 1" 1-3/8" F -127.4 ksl, F� 189.7 ksl 3 p12 Steel SMS (Gr. 6) II Southern Pine (SG • 0.00) 9/16" 1.3/8' 1 All 6063-T5 Aluminum 3/8' 118" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES/STANDARDS USED: o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E1300-09 oANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 -AISI S100-12 -AISC 360-10 GENERAL NOTES ............ 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES ...... 2 VERT. SECTIONS.............3 HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY........7-13 INSTALLATION ................. 14-15 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT --�{ 7/16" NOM. 13/16" NOM. �+-- GLASS STACK GLASS STACK GLASS I 3i6 HSGLASS (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. — 3MIT' HS GLASS 3/1 HS GLASS 1/8" HS GLASS 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE 090. p�1 OR PVB2 .090" PVB1 R PVB2 1/4"AIR SPACE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE INTERLAYER INTE LAYER OR PVB2 OR B2 UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 1!8" AN OR HS GLASS 316" AN OR HS 3/16" TP GLASS SS INTERLAYER YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE 93 94 93 94 91 94 NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED 74 DESIGN PRESSURE FROM STEP 1. 72 1/2" GLASS 73 112" GLASS 1/2" GLASS BITE BITE BITE 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS 30 80-83 SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING 71 • • • •: DETAILS ON THIS SHEET. • • • • • • : 1�371 a 71 • • • • • • • •• • 4 FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO exT 3/8" LAMI NOM. EXTERIOR 7/16" LAMI NOM. • 0 •� OO SMI IOeNOM. 1/1 " YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. GLASS TYPE A, (PVB1), • • • • GLASS TYPE C (PVB1), GAS E E GLASS TYPE B, PVB GLASS TYPE D, (PVB2) 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 • • • • • • • • • • • • • ••• & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. • • • • ••• 0 0 • 0 0 AN = ANNEALED HS = HEAT • • • • • • • • PVB1 = .090" TRe)§IROL* VB BY KURr4RAY AMERICO, INC.• • -STRENGTHENED PVB2 = SAFLEX/KEEPSAFE ftk%Ulvf PVB BY EASRMAM CHEMICAL CO. TP = TEMPERED .090" 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 fRODUCC riq ACRM O E.*ws-Dare IF) REORGANIZED SHEETS AND a UPDATED TO FBC 2017, ADDED .� TABLE A & ALUM. SUBSTRATE. - JR - 04110/17 N (7 _> a0 SA°b N z aa tY p J M z S ' SLL W� RQ LuUd ° Lu w -a OUJ n>a LU r to to LL 05 J O it Fa•• 8 W °°vs ® 0 U y Z (7 LUZ °,--s LLL. Q J w =)F o LW a z d LL �t1Y LYNN,yi/"%, 6P * : No. 58705 A. LYNN MILLER P.E. P.E.# 58705 DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME H T 6° • 79 7° - B3 3/4" 87 3/4" 91 3/4" 6° - 96 3/4" ° 371/2 g° 71 3 +75.01 •7 . 75.0� -75.0 +75.0 -75.0 75.01•75.0 75.0 •75.0 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" +76.0 -75.0 7° - 83 3/4" +75.0 -76.0 87 +75.0 91 3/4" 80- 95 3/4" 27 3/4' -75.0 +76.0 -75.0 +76.0 -75.0 A 361W +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 38 314" 36 3/4" 75.0 -75.0 +74.9 -74. + 0.4 -70. 66.8 -68.8 +g3.1 63.1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 FORM ASIZES OF CO UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4' HIGH SINGLE DOOR WITH 18" X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +75 / -75 PSF OVERALL DESIGN PRESSURE = +751-75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30' WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE = +47.2 / -47.2 PSF OVERALL DESIGN PRESSURE = +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF TABLE 3- DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 6'. 79 3'4" 7° - 83 3/4" 87 34' 91314" 8'- 95 3/4" 2° 25112" 4° 47 3)4" +58.6 -58.6 -65.4 +52.4 i -52.4 +49.8 j -49.8 +47.4 -47.4 27112" 51 314" +54.9 •. -54.9 -61.8 +49.01 -49.0 +46.6 -46.5 +44.3 -44.3 291/2" 553/4" +51.71 -61.7 1+43.1 -48.8 +46,11 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 112" 5° 59 3/4" +49.0 i -49.0 46.2 +43.6 j 43.8 41.4'': -41.4 +39,3 -39.3 2' 33112" 54 63 3/4" +43.1 -43.1 -43.1 +41.51 -41.5 +39.3 -39.3 +37.3 -37.3 361/2" 67 3/4" +38.1 -35.1 -38A +38.1 ' -35.1 +37.5 1 -37.5 +35. 35.8 3° 37112" 9° 71 314" 1 +34.01 -34.0 1 +34.0 -34.0 +34.0 1 .34.0 +34.0! -34.0 +34.0 -34.0 TABLE 4: DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4' 1 91 3/4" 80- 95 314" 10 W4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -81.9 +59.0 -59.0 A, B, C, D ORE 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 57.8 +55.0 55.0 +52.4 -524 27 314" +52.9 -52.9 +49.9 -49.9 +47.2 -47. +44.7 -44.7 +42.6 42.6 36118" +35.2 35.2 +35.2 -35.2 + 35.2 +35.2 -35.2 +34.4 -34.4 36 3/4' i +34.0 -34.0 1 +34.0 -34.0 1 +34.0 34.0 1 +34.0 -34.0 +34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +70.41-70.4 PSF OVERALL DESIGN PRESSURE = +70.41-70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-314" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +34 / -34 PSF OVERALL DESIGN PRESSURE = +34 / -34 PSF •• ••• • • • • • •• • • • • • EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-112") • •• • • • • ••• • •• ••• •• • • • •• GLASS TYPES (ALL TABLES, THIS SHEET): A. 3/8" LAMI (1/8' A, .090 PVB, 3/16" HS) B. 3/8" LAKV (4 8" R9, !090 PVB}3/16" NS) • c C. 7/16" LA,W $/1We.090 P:B,•J/1Q' Hc) • • • • D. 7/16" L/ANI /lV' HS, .G90 PWE 3/36- f • • E. 13/16" AWMG %l8' TP, 14," RIRSPAICE, 1/!:HS..000 14VB, 3/16" HS) ••• • • • • ••• e • • • • • 0 00 • • • • lRODUC f REVISM Atx 4•et W - 0 6 15 E*+rtiM Date zZ, pdr •atrt/ G) NO CHANGES THIS SHEET. - -"°, JR-04/10117 z W 6 > - N L 3 ^°a w a 0 LO e,oO u-, J ta+) O'-$ z Z tD J Lu 0 W 0 R V In 111 9 vJA70 W i OW J > oZ� $ to U) r6 LL O ppp � N ® 0 LU w45 N U Z = a W w moos $ LL a Z J w g (7 C° J W a o 0 alai sao s ,.as OD 22 rM Cw�1 iE5 THIS SHEET. - N o 3 (� „aa 'o o ®lop W �.ap .oN JDMp � f 0 N alJ U. O O 7aa4S Z H IlJ � Z Q W J ajo�S O LL U J W J U C O agi1 ��sap s ya5 ( LYAW "'',, �cENSF•••�!F •.•P o. 58705 NAL E,��`� II IItll� 4 MILLER P.E. 1# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. 'XX' FRAME — MAX. OLD 'XX SECT. C-C 44 HORIZ. 'X' FRAME WIDTH SPACING, SAME AS 3/a^ JAMB ANCHOR SPACING 67 (SEE SHEETS 7,8 AND 9)MAX. SL FRAME WIDTH--{ SEE NOTE 3, 22 �vJ / � DLO THIS SHEET l(-�lr-// 62 CI eCrT C_f= HORIZ. (DOOR W/ SIDE LITE) MAX. yJ III"'�� DLO ' REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'X' DOORS. REINFORCEMENT MAX- SL FRAME WIDTH ------ I NOT REQUIRED FOR CTenln-el nAIE 'O• SL SECT. F-F HORIZ. (SINGLE SIDE LITE) REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'XX' DOORS. INTERIOR EXTERIOR NOTES: 1) CLEAR OPENING FOR W AND 70C DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH - 5.646 'XX' DOOR = DOOR FRAME WIDTH 12 - 4,079 HEIGHT: • • • • • DSORFRAMN HEIGHT-i259'•. • • • • • • • • 02) IT S OIERS4P fi ARD 70(' DOORS BY 314^ WHEN • •SASE LEE TC1110 Ylb','OX!' XO"XXO', 'OXX' AND'OXXO' • e ..coy )pAs. • • • • 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS • • • FR I� IABL S 3 AND 4, SHEET 2, C$t WITH STAND-ALONE'O', • • • 'X'li 70C C 1FI§URATI jS 111KOOTAOUES 1 AND 2. . . . . .. . . . . . . ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Woof f REY/8! O u awM7tK wkb Ye Fl d& •�N• I � • O l E>+irrY• Ate 2 G) NO CHANGES THIS SHEET. - JR - 04/10117 w z a Y 0 > lA nay 0 po c � alnp 1D N Q M !n O OAS w Z to S J 3: LLj T WU i� W uMD p , ILL _j N O Oa ® aa4s p U w F- U Z ay, W alo s O M Z O J U Q = O alllL '�sep s uas LYNHOr i * : No.58705 ' i FS •'•F�ORIDP.••''c" 'ONAL1111111IE? A. LYNN MILLER, P.E. P.E.# 58705 ITEM 1 2 3 4 5 6 7 B 9 10 It 12 13 14 15 16 20 21 22 23 24 25 28 27 31 32 33 34 35 36 37 36 39 40 41 42 47 48 49 60 61 52 63 54 55 60 61 62 63 54 65 80 67 70 71 72 73 74 92 93 94 95 96 97 98 102 103 104 ITEMS USED SILICONE STRUCTURAL 1/4"NOM. POLYISOBUTYLEN WITH DESICCANT EXT.GLASS KODISPACE 4SG TPS INT. GLASS HOT -MELT BUTYL STRUCTURAL 49 SILICONE FOAM 3/16"NOM. WITH DESICCANT SUPER EXT. GLASS 81 TM SPACER NXT INT. GLASS ALUMINUM REINFORCEMENT 5/16" CN43 BUTYL &44 DESICCANT45 FOAM DURASEAL45 EXT.GLASS SPACER .GLASS POLYISO- DESICCANT FILL AREA BUTYLENE 5116" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL TIe XL EDGE 83 SPACER [XT. GLASS • • • • • • • INT. GLASS • • • • • • • • • • • • • • • • • • • • • • • • • • • • REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 • • • • • • • • • ACTIVE DOOR PANEL LOCK STILE ao o O 10 ° ° (�(/ O 4i • • • • • • • • • • • • • • • • • • • • • • • • • 000 • DWG # POT# DESCRIPTION 943B 8D411 FRAME HEAD 1010 60300 WSTP.,GLON.190 X.375 HIGH 7070 67070K BULB WEATHERSTRLP.187 X.3W HIGH 9W 7955X FLUSHBOLTSTRIKEPLATE 430 793BX 2 PT. LOCK STRIKEPLATE 956 7958A FRAME HEAD STRIKEPLATE BACKING PLATE 7B92X72FP)P 05-32X.500 PK FL. MS- S.S. WISWCONE PATCH 99s 70M GASKET ETWEENTHRESHOLD 6 FRAME JAMB No 7D998 GASKET (BETWEEN HEAD s FRAME JAMB) 952A 6533016 FILLER HEAD ADAPTER 11000 611000M OUTSWINO THRESHOLD 1670 971670 WSTP, .350 RD FOAM FILL T-SLOT MSBURYt Mll 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 11001A 411001A ACETALSPACER.085 THRESHOLD, OPTIONAL 11002A 411002A ACETAL SPACER .085 THRE3HOLD, OPTIONAL 11003A 411003A ACETALSPACER.140 THRESHOLD, OPTIONAL 915D SM FRAMEJAMB OUTswwO 1010 BO300 WSTP.,OLON .190 X.375 HK1H S808 88608M REINFORCEMENT, 1.000 X 2.750 X 0.650, W81.75 1140 7sX112PSAT3 !i8 X i.500 PH SO A 17S 1048 71W JAMBS WCOVERCAP 930 41721N STRIKE PLATE INSERT 1118 71OX34PFA #10 X.750 PH. FL. SMS 770� BURPANEL, E70P o0K 6 BOTTOM RAIL 911E Belt DOOR PANEL, SIDE RAIL 917 7FRMO HINGE EXTRUSION 1 WS 71056FP W,B BYO X.S25 PH, FL. SMS 913A W378M TRUSS CLAMP 1130 6TRODA 5/16.18 THREADED ROD 990 7990NUTA 5'16-16 FLANGED HEX NUT B14A 80379M WEATHERSTRIP CHANNEL 7634FPT #8 X.75 PH. FL. TEK 997 70997 GASKET BETWEEN PANEL HEADISILL S PANEL STILES 1023 87e24G WSTP., .137 X.250 HIGH, FINSEAL 928 41720 SLIDE BOLT ASSY. NACTIVE PANEL ONLY 1145 7S(12FPAW 08 X.500 PH FL SMS TYPE BOS 1212 7P30GG SILLOUSTPLUG C9VE PNL 9038 6983 DOOR PANEL ASTRAGALI OUTSWING 9648 ease DOOR PANEL ASTRAGAL2 OUTSWING 1213 80200K WSTP.,GLON.190 X.200 HIGH 929 74UBLOK LOCK SUPPORTASSY. 41707s41708) 1130 7634F #6 X.750 PH. FL SMS 982 FD2PTAY 2 PT. LOCK ASSY. 6RlWFS RUBBERSLEEVE 930 41721 STRIKE PL INSERT NACTIVE PANEL) 931 7FRSPX DEADBOLTSTRIKE PLATE Ills 71NO4PFA #10 X.750 PH FL SMS 967 70957X HANDLE STRIKE PLATE Ills 710X34PFA #10 X.750 PH FL SMS 9200 66200 SIDELIIE HEADER 9210 6921 SIDEUTE SILL glee WWI SIDELTTE JAMB 1155 781PGA PBX 1.000 QUAD PN. SMS 996 7988 HEAD GASKETS (STOCKING#70ee5 999 7999 SILL GASKETS STOCKING#70Be9 934A 61641M SIDELITE JAMB ADAPTER 912 X 1.000 SHEET METAL SCREW 712053K SETTING BLOCK, 3/32' X 1/4" X 1" W/PSA 71287K SETTING BLOCK,1/16" X 1/2" X 1" W/PSA 4222A $4222 BEAD, 7116' 988 BB85 BEAD, 3/8" 9sB IG BEAD an 54986 BEAD, INTERIOR 1224 6TP247 BULB TMCK USED IN EXTRUDED BEAD GLA2ING SILICONE, DOW a99 OR 983 GLASS, 31W LAMA -1/8" A, .90 PVB, 3/IU' HS GLASS, 3W LAW -1/8" HS, .90 PVB, 311W KS GLASS, 7118" LAMI - 3/16" A..90 PVB, 3/16" HS GLASS, 7I11r MMI -3116' HS..90 PVB, 3116" HS i1008A 41105A ACETAL SPACER.295 THRESHOLD, OPTIONAL OFF -THE SHELF DEAD BOLT LOCK, MIN 1" THROW, GR 3 STEEL OFF -THE sHELF HANDLE/LATCH ASSEMBLY MIN 7/te" THROW. GR 3 STEEL # 17-19, AND ARE 28, 29, 56-59, NOT PART 68, 69, 75-79, 84-91 & 90-101 ARE NOT OF THIS APPROVAL. Part# p4edptlon Material 80 Karvnerling 4SG TPS Spacer System 5�1nis Sheet to 81 Guenex Super Spacer nXT w5t1 Hot Mel( Bt6Yl 82 Duanex Duraseal Spacer Materiels 93 Cardinal � Edge Spacer ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IRODIIC f AEVISfD ascenP134RwNr tYe.F1xW AA-0..co�N• I _ o o l 6epir/M D•b,�-�22 F) NO CHANGES THIS SHEET. -JR N - 04/10/17 04 (� nay � Lo } O O slop 0 N Lo O 0�g w gg Z e Z LL' ULLd R8{ rn W MapoN L� a F S2 DMG W O ] v t W O Z 01 J V) F LL O ® T. � Lo 1aa45 LY] LU Vl z R Z a W rn al°°s p LL O Z w U Q to alJ1 'asap s uas ``t I11111117/// ��` ONY LYNN ''.. �`� ��'' _ICENSF'• * No.58705 ��Q..tt•�� MTIEFI�. QNAL ///llllllll A. LYNN MILLER, P.E. P.E.# 58706 1.750 - -1.750- -1.750- �1.750- - 062 4.000 .062 4.100 .082 4.100 .062 4.100 4.875 4.875 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 6063-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL 6063-T5 6063-T5 3.855 1 3.111 .550 1.400 .050 FILLER HEAD ADAPTER 10 6063-T6 3.000 1.272 1.479 050 OFRAME HEAD 6063-T6 05. .079 1.489 .489 3.000 11 OUTSWING THRESHOLD 6063-T6 1.500 A 125 750 34 TRUSS CLAMP 6063-T5 5.459 6.085 .805 050 .683 3/16" GLAZING BEAD 6063-T5 I-+- 3.100 --- F)O SL HEADER 6063-T6 1. L J: •• �-.363 � 050 883 76 5/8" GLAZING BEAD 6063-T5 79 .075 5.212 4.588 -+- 3.100 +{ 61 SL SILL 6063-T6 {-�1.480-1 .050 1.820 .250-� j�- 37 WEATHER .050 STRIP CHANNEL 3.000 6063-T5 0.375 DOOR FRAME z.t2125 20 JAMB 6063-T6 32 HINGE 6063-T5 1.578 -�•I .890 .050 �---.172 050 3.000 •683 - 1.092 �-- IG GLAZING BEAD 62 SL JAMB 74 6063-T5 6063-T6 .504 +i 1 �{ .830 � � J.36_0 13 OUTSWING THRESHOLD CHANNELCOVER •• ••• • • • 60:3--V •• s 2.980 • • • • ♦• • •�t50 r- .40 .050 • • T T S1.JfMAB • • • i 12T.' � 66 AQAP'fEl •� ?UBgTAUL4 6 6j6 • • • • 6062pY• • • • • • • • • • • • ••• • • • ••• • • irking yY[ wN� the qwW AacepuCc�eiNea 1 O O FArmw�o^^r``Oetr z A�t•J��tsd�� - NO CHANGES THIS SHEET. - JR' oatal7 J 1111 n . I11, 1/ ``1 ` ' NY.... 1"10ENSF (� * No.58705 �''�S�ONAL ENG``• ��1111111 \\ A. LYNN MILLER, RE. P.E.# 58705 X DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1.21 CONC LOAD ZONES a 2 K K a x b x MAX DOOR FRAME MAX FRAME HEIGHTWIDTH 25.50 79.75 83.75 87.75 91.75 85.75 5 2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 8 2 4 2 27.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 29.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 6 2 4 2 8 2 4 2 6 2 4 2 31.50 79.75 63.75 87.75 91.75 95.75 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 7 2 4 2 33.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 8 3 7 t34 3 7 3 35.50 37 79.75 83.75 87.75 91.75 �.756 87.75 91. 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 3 4 3 7 3 3 4 4 3 3 7 3 4 3 7 3 4 3 20-718' MAX. O.C. 6" 84-X8" MAX. DLO s 24-9/16\ ..-- MAX. DLO 13-1/4"MAX, 23.118" MAX. O.C. MAX. 1 FRAME HEIGHT 'W„ (TYP.) HEAD ZONE'C' w Z / / w N SILL `I ZONE "C -1 37.1/2' MAX. TYP. DIMENSIONS OF LOAD ZONES FOR SINGLE DOOR, X SINGLE DOOR, X NOTES: •• ••• • • • • • •• 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • • • • • • • • • 2) DOORS MAY BE LEFT OR RIGHT-HANDED. • • • • • • • • • • • / 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCREV: MIA. t).LI. FOI&x1U): • • • • • JAMBS (ALL): 13-1/4' MAX FROM CORNERS AND 23-1/8' MAX. O.C. HEAD & SILL OF DOORS. 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • . . . . . . 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure See Shoat 2, Table 1 PRODLK f LiEv18EO tie Foe" 7 OSey•ol kqksdoo se�'xo7-t� IL Eck.' Ahdt )bod•ct"C d F) NEW SHEET COMBINING SIZE .N ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. - JR - 0411 at7 N_ (7 LU a fn naa w C 0 N U) >_ woa p (7 N d' to OJ cn J Op y W ZLL t0 J LU UVa o N �xa, oMa ul Z -a LL aC cr ~ S 1»45 ® 1 U Z Z LU >;on O LL J QF J J � q X O epq !sc0 s ues LYN� * No. U705 *' Y7jrlul111 t11 A. LYNN MILLER, P.E. P.E.a 58705 XX DOORS, ALL GLASS TYPES ANCHOR TYPE 8 SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 CONC LOAD ZONES 2 41 X h = x X X h X MAXDOOR FRAME OADTH MAX FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 51.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 55.75 79.75 83.75 87.75 91,75 95.75 5 4 4 2 5 4 1 4 2 5 4 4 2 6 4 1 4 3 6 4 4 3 59.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 5 5 4 1 2 6 5 4 3 6 5 4 3 6 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 6 5 4 3 8 5 4 3 8 5 4 3 6 4 3 67.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 71.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 i+---ri- 20-7/8' MAX. O.C. MA I Kjj �s--- 71-3/4" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION HEAD ZONE "D' M HEAD 1 -►1 ZD" IT I / \ / \ I / \ 13.05" / \ O.C. a / \ a w N 91-3/4' m \ / m \ / I 13-1/4" �-- 204/8' ll 6" MAX. SILL MAX �SILL ZONE"D" ZONE 63.314" LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE 4" AE -IT Design Pressure See Stroet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8' MAX. O.C. HEAD 8 SILL OF DOORS: 6" MAX. FROM CORNERS, 9' MAX FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 31NTO WOOD DESIGN PRESSURE . -75 / -75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS Q EACH JAMB 5 ANCHORS EACH DOOR PANEL Q HEAD 5 ANCHORS EACH DOOR PANEL 0 SILL OSEE CIRCLED VALUES ON TABLE 6. •• ••• • • • • • •• • X=&EN•TE*AN6HC*l_QpATJ0N- • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 04RODK r RrOM `eem•4Wi wAU Je now c4&et�-oYay•ot au F) NEW SHEET COMBINING SIZE ELEVATIONS. ZONE ELEVATIONS u AND ANCHOR TABLES. - JR - D4/10/17 i N Y C7 W > l!) nab 0 } o eloa O S J M �rc N O -j LL o g z LU z o ro®a _j e = w LU V ui H .oN JMD OW � J oz� LU p L0 oD O co 0 ay$ a ® 2 L) F- z WJ aloes O L J w 7 O U Q allu 10 �sao sagas NY LYNN * : No.58705 A. LYNN MILLER, P.E. P.E.# 68705 TABLE 7: Design Pressure See Sheet 2, Table 2 hi4@' MAX. O.C. 1. HEAD t MAX. I ZONE 1 13-114' MAX. J- 23-118" MAX m °0 95 114' o g4.3/g^ MAX. MAX. DLO FRAME m 00 HEIGHT 4 _W r AX. DLO F- A Im SILL ZONE'E" 38-314" MAX. E LITE F H TYP. ELEVATION OF LOAD ZONES FOR SINGLE SIDELITE, O SINGLE SIDELITE, O NOTES: •• ••• • • • • • •• 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • • • • • • • • • 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4- MIN. O.C. W CMUb • • 0.9 • • • • • (ALL): 13-1/4" MAX. FROM CORNERS AND 23-118" MAX. O.C. • • 090 • • • • • • HEAD 8 SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4' MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 16. • • • • • • 000 000 • • • • • • • • • • •• • • • • • • • • ••• • ••• • Z� jJAMBS O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE 8 SUBSTRATE 2, 3, WOOD 12. CONIC 3 ALUM LOAD DUNES m � ' 0 w U � 0 m m � , 0 url rn _ 0 MAX SIDE Lf1E FRAME �� MAX FRAME HEIGHT 10.75 79.75 83.75 87.75 91.75 1 1 185.75 112.75 79.75 95.75 R42 28375 28775 291.75 2 2 18.00 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 21.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 2 4 2 27.75 79.75 63.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 36.13 79.75 83.75 87.75 95.75 8 3 4 3 8 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 7r.7491.75 79 .75 83. 6 3 4 3 8 3 87.75 7 3 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • lROOUC f REVVW as eaaplyl•{ wm Se nmi t Acctw mat -O •OI lAdWL t e•� t•6w F) NEW SHEET COMBINING SIZE n ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - W10/17 0� o O to } atop O 7 0 a a tY OJ y o J p y Z O ly O ZLLT W U � W uMo� .oN oW Y I2 J awp oZV $ O to LL „6 O p. rn ® o 1N4s O 2 F U Z a W a ors O LL Q J z W o a O L.7 a171 'asap sauas LYNN�''' •' V10ENg * No.58705 S !ONAL I�N�` A. LYNN MILLER, P.E. RE.A 58706 XO & OX, ALL GLASS TYPES ANCHOR TYPE d SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES m al O w O 6 a X < m X ?7 m O w J rn a O 6 y s X < X MAX FRAME WIDTH MAXWSIDE DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25,50 79.75 83.75 87.75 91.75 95.75 4 2 3 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 4 2 4 6 4 2 3 4 19.00 29.50 79.75 83.75 $7.75 91.75 95,75 4 3 4 5 4 2 2 4 4 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 4 3 4 6 4 2 3 4 4 3 4 6 4 2 3 4 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 5 5 4 2 2 4 4 3 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 1 5 6 4 2 3 4 5 3 1 5 7 4 2 3 4 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 5 6 4 2 2 4 5 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 6 3 5 7 4 3 3 4 6 3 6 7 4 3 3 4 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 6 4 3 3 4 7 5 6 7 3 4 7 5 6 7 4 3 3 4 36.75 37.50 79.75 83.75 87.75 91.75 95.75, 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 7 4 3 3 4 7 5 6 7 4 3 7 5 6 7 4 3 3 4 ANLMUK UUAN I I 1 ICJ rvrt I M1C l.itNrt ArvU JIUC lJ i G v oc DETERMINED INDEPENDENTLY. 9" MAX. 6' MAX Design Pressure 20-7/8•MAX.-�-►{ 8„ IFS- I Relnforoed: I Sae Sheet 2, Tables 1 & 2 MAX, Unreinfomed: See Sheet 2• Tables 3 8 4 13-1/4" MAX NOTES: + L \ SEE TABLES 1<, 1) SEE SHEET I FOR GLASS AND ANCHOR TYPE \ SHEET 2 FOR DESCRIPTIONS. 23-118• MAX. O.C. \ REINFORCEMENT REQUIREMENTS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. • \ 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS \ 95-3/4' FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4- MIN. O.C. 84.3/8' MAX. FOR CMU): MAX. DLO FRAME JAMBS (ALL): 13.1/4• MAX. FROM CORNERS AND / HEIGHT 23-1/8" MAX O.C. / HEAD 8 SILL OF DOORS: 6" MAX. FROM CORNERS, / 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. / 4 HEAD 8 SILL OF SIDE LITES: 6" MAX. FROM 249I18" 33.5/8" CORNERS AND 24.3/47 MAX. O.C. /MAX. DLO MAX. DLO 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT / AVAILABLE SIZE. 13-1/4' MAX. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE _ 1 SHEETS 14815. 38-314" MAX. SIDE 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE 37.1 / MAX. DOOR LITE FRAME WIDTH ABUTS A SIDE LITE ARE NOT AVAILABLE WITH 73 1/2" MAX DOOR + SIDE FRAME WIDTH F LITE FRAME WIDTH REINFORCEMENT. TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) � H9 MAX.AD HEAD G' MAX w \ z z O N [-� m / 9" MAX. 243/4 SILL ZONE "D" SILLZONE E 4,6111f • LOAD ZONES FOR XO CONFIGURATION • • : • & ANCHORAGE LAYOUT USED IN ELAPPLE. • •. (OX SIMILAR) • • 000 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. mmucrmim 17•dSU�i, oil Ba'rtlw MroNMz- EXAMPLE: XO WITH GLASS TYPE B. 36" X 84" SINGLE DOOR WITH 36' X 84' WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE -+75 /-75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS (@ DOORJAMB 3 ANCHORS (M DOOR PANEL @ HEAD 3 ANCHORS DOOR PANEL @ SILL 4 ANCHORS (@ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE (@ SILL • • • •r • • • • • (�rS%CIVLED•AUES ON TABLE 8. X = DENOTES ANCHOR LOCATION. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS m AND ANCHOR TABLES. - JR - 04/10117 > N! Y 3 U .,a o� .loo O (n m U N Z LL O W U) (D Qp 7: U o a w J y w UJ 79 oN HMO ♦- �� _ � J n a, Z w O U. O o � I»4S S 0 U W Q z LLL a X 1°'S J J O o a X ogll �xap ccua5 �nnlfll/ * : NO.587015 �p �S 4r ' '•. �/: 701VAL A. LYNN MILLER, P.E. P.E.k58705 ' OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES m ¢ O 10 W w x LL a u� x X m g O W J 3 ? O LLJJ J m ? X MAX SIDE LITE FRAME WIDTH MAX'X DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 7 4 2 3 7 4 2 3 $42 7 4 2 3 12.75 27.50 79.75 $3.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 4 2 7 4 2 5 19.00 29.50 79.75 83.75 67.75 91,75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 4 3 8 4 2 5 21.75 31.50 79,75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 5 3 8 4 2 5 5 3 10 4 2 5 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 8 3 10 4 3 5 6 3 101 4 1 3_1 5 36.13 35.50 79.75 83.75 87.75 91.75 95.75 8 4 3 5 8 4 3 5 P75 8 4 3 5 10 4 3 5 10 4 3 5 36.75 37.50 79.75 83.75 87.75 91.75 95.75 4 3 5 4 3 5 E15 4 3 5 4 3 5 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 6' MAX. 20-7/8" MAX. O.C. 6, B„ 6" MAX. A- 24-3/4' MAX. O.C. MAX, ~- 3;t 1 13-1/4" MAX. J_ / 234/6' / MAX. O.C. / /4 95 MAX. 84-3/r FRAME / MA)(. DLO HEIGHT \ E4 4 \\ 33-5/8- t 24-9/16` MAX. DLO MAX. DLO \ 36J/4' MAX SIDE LITE FRAME WIDTH 37-112" MAX. DOOR FRAME WIDTH 109-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) HEAD HEAD HEAD ZONE -E" -- ZONE "F �- ZONE'E" mzu / / Z O gN \ •• ••• \ • •• \ • • SILL �r I^c^ 0 see •SILL • 7SNE "E• LOAD ZONES FOR OXO CONFIGURM011 Design Pressure RefnfOrceO: WA Unreintorced: See Sheet 2, Tebles 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS- 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD &SILL OF DOORS: 6" MAX. FROM CORNERS, F MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 243/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE m SIZE. i 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS N 14 & 15. m 8) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. • 7).SID: Lit OVAIAPS DOOR BY 314" ONCE ASSEMBLED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a owaPb`{wmamr d& Aftcj •mftN t 2 q.O 1 saN�•,e.m Z 11t+wr tl,dr y�( .Nlwl F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES.- IR- 04/10/17 UJ N 52 (n CD 75a _ 0 N o O atop N O 04 4X 0 o o O LL o Z m W u U LLd • � W ci w g uxo p UN JMO Q LU c� > J W O Z C, O N 08 U. O ® 8 laay$ Z F Q L) W y J a alo O LL W J O_ I O d p,l�j '�9ap S .``�'%l1Y LYNNM'%,, * ; N0.58705 ,moo'.•• � ��.•��`, A. LYNN MILLER, P.E. P.E.# 58705 XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES m < > O iL N x O mm3 ' XX X J ! J < = m Q > O W 3 w x O m Q J a = J aaN _ MAX SIDE LITE FRAME WIDTH MAX OOC DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 4 1 3 6 4 2 1 4 1 2 1 3 4 2 5 4 7 4 2 1 4 1 2 1 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 6 4 7 4 2 4 3 5 19.D0 55.75 79.75 83.75 87.75 91.75 95.75 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 6 4 7 4 2 4 3 5 4 3 6 4 8 4 2 4 3 5 2'1.75 59.75 79.75 03.75 87.75 91.75 95.75 4 3 5 5 8 4 2 4 2 3 4 3 5 5 8 4 2 4 2 3 4 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 5 5 8 4 4 2 3 5 3 6 5 8 4 _2 2 4 3 5 5 3 6 5 8 4 2 4 3 5 6 3 6 5 8 4 3 4 3 5 6 3 7 5 10 4 3 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5 6 5 8 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 36.75 71.75 79,75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 9 4 3 4 3 5 7 5 6 5 9 4 3 4 3 S 7 5 7 6 10 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 DETERMINEDINDEPENDENTLY. 20-718" MAX. O.0 6' MAX. --+ 23-118" MAX. O.C. v 9" MAX. 9" MAx. 24-W4" MAX, O.C. r A'A 6" MAX. / \ I 23.118" SEE TABLES 1-4, SHEET FOR MAX. DLO \ REINFORCEMENT / \ REQUIREMENTS. 95-3r MA) FRAP \ / HEIG 84 318' / MAX. 40 / -E / q 24-9/10\ / 33-5/8' MAX. DLO\ / MAX. DLO L \ / I 3 71J/4" MAX. DOOR FRAME WIDTH 3 36-3/4" MAX. SIDE LITE FFW ice-- 107.314" MAX. DOOR, SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION (OXX SIMILAR) �-ZONE'O`�20NE'F`�ZONE"E" w N nD ca \ / • • • • • SILL ^ r TTT SILL Joe: SILLS •_ �nuc "v 7nNF Design Pressure Reinftned: I See Sheet $ Tables 1 & 2 Llnraint read: See Sheet 2, Tades 3 & 4 l• E IT IE WIDTH NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1W MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 243/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 05) FOS ONCHORAGE INSTALLATION DETAILS SEE •SHrETS 14 & 15. • 06) CONFIGURATIONS WHERE THE DOOR LOCKSTILE 4 -ABUTS R SIDE LITE ARE NOT AVAILABLE WITH • REINFCRCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. LOAD ZONES FOR XXO k NAGURATION : • • • • • (OXX SIMILAR) • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MKH)UC r Rsv1gIiIiip 0 amobbo w 11 tk newt AW90"ft N• 1 - 0_22S. 0 1 S�p1raY�a. O•te 2 �•u' QwY Caylt/ 'F) NEW SHEET COMBINING SIZE I °w ELEVATIONS. ZONE ELEVATIONS ' AND ANCHOR TABLES. - JR - 04/10/17 N (� Y " N z °�° O (Y Co oll�rc Z C 8 W =� d !E a W A M 'oN I- w s2 �� a«p nOZ�i � p In ,a 0 O O J laa4S ® U Q 0 Z a LU J o LLL O lu U O a d apl 'asap sauaS 111111LYNAj 1111//// * : N0.58705 ' SXN Y AL A. LYNN MILLER P.E. P.E.# 58705 Teal c OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2' 3' WOOD 3 ALUM 1,2, CONC LOAD ZONES 6 o w j N ¢ o J�J J N a0 w J y a LJ J _ MAX SIDE LITE FRAME WIDTH MAX 70f DOOR FRAME WIDTH M' FRAMEHEIGHT 10.75 47.75 79.75 83.75 67.75 91.75 95.75 4 2 8 1 4 1 2 1 3 4 2 7 1 4 2 1 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 5 4 3 1 8 1 4 1 2 1 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 5 3 8 4 2 5 5 3 8 4 2 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 3 8 4 3 5 6 3 10 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 1 5 81 4 3 1 5 7 5 10 4 3 5 7 5 10 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 9 4 3 5 7 5 9 4 3 5 7 5 10 3 1 7 1 5 10 4 13 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 20-718" MAX. O.C. 9" MAX. 9" MAX. MAX. 6" MAX. -+{� A9' MAX. �-+•}- 24�/4' MAX. O.C. Ll 23AIT MAX.. D.C. I v / / \ \ SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 95•: w FRA 84-318" MAX. DLO \ • FF / HEK \ -E \ 4 / 4 24-9I16\ / 33-5/8" MAX. DLO\ / MAX. DLO B-B A -A 3 36-314" MAX. SIDE 71-314" MAX. DOOR FRAME WIDTH LITE FRAME WIDTH 143.3/4" MAX. DOOR -SIDE LITE FRAME WIDTH - TYP. ELEVATION OF OXXO CONFIGURATION HEAD HEAD HEAD ZONE E , ZONE"F" ZONE'F' ZONE E"-� T / \ 23-118" / \ / \ m N m m \ / I • be •• 8 MAX MAX, I MAX. SILL IIY SILL 20-7/8" s• MAX. ZONE "E" SILL SILL • SILL ZONE'F" ZONE•P • •ZONE" • • • LOAD ZONES FOR OXXO CONFIGUAA4ON • • • • • & ANCHORAGE LAYOUT USED IN EXUPL15,• • • • • Design Pressure Reinforced: Saw Shaat 2, Tables 1 & 2 Unreinforeed: Sae Shoat 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. )/4" 2) DOORS MAY BE LEFT OR RIGHT-HANDED. X. ME 3) ANCHOR QUANTITIES ARE BASED ON iHT SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS {ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 8' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20.7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 243/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14& 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 71-3/4" WIDE X 95-3/4' HIGH DOUBLE DOOR WITH (2) 363/4" X 95-3/4" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE = 434 / 34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL ® HEAD 5 ANCHORS EACH DOOR PANEL 0 SILL 3 ANCHORS EACH SIDE LITE 6 HEAD 3 ANCHORS EACH SIDE LITE 0 SILL t y S4: CIRCLED VALUES ON TABLE 11 X D" ES ANCHOR LOCATION. Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Mers•le"wIM me!fermi 110860046960 Via•( nn_��O��n�o ��-00��1 WmW {ir/r PAdwt C•mod F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS a AND ANCHOR TABLES. • JR - 04/10/17 w CD�a W p ao o alp O 4 00 o J M a J o LL N Z Lu O Z = LU j WU co F- W 1 c9 Z W J uMoup .oN omo O y oly LL O lea4s g Z J N Z W H 71 s µa O LL ILI o J w 2 O o U m a O 0 orm osap sa `1t\11111111///I Qom: -' �S sF '•. !� ; * No.58705 ' S OT S PP". ��40 6N ,. GRID.. •'G\\\� A. LYNN MILLER, P.E. REA 58705 EDGE DISTANCE EDGE DISTANCE 71 WOOD SE/El EDGE DISTANCE BUCK, NOTE 1 A, SEE TABLE '. EMBEDM NT �A,SHEET1 BUC''" —114' MAX. SHIMMA, 1/4" MAX. SHIM 1/4" MAX. SHIM INODUC EARVIBe ABLE d7TIA, EE TABLE aw•anp�1��wia 60 Arida (cu A*"$"" EET 1 SHEET I ft i%-0 .01 DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM) 16 l EMBEDMENT EMBEDMENT —►{ F CLARIFIED DETAILS, ADDED 1/4" MAX. SHIM 1/4" MAX. SHIM 1/4' MAX. SHIM— a ALUMINUM. - JR-04/10/17 EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE �j .- 2 C7 STAGGERED STAGGERED STAGGERED N O O ANCHORS ANCHORS SEE TABLE ANCHORS } I,- egop A, SHEET 1 O c � 2 w O ZLLco ni Z co WOOD 1X WOOD 1 SEE TABLE U L d • g ( u FD a BUCK, NOTE 1 A, SHEET 1li oN BUCK, NOTE 1 W Z J •" nmo DOORJAMB(WOOD) DOOR JAMB (CONC) DOOR JAMB (ALUMINUM) s Z $ o ,, o Ix J SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 O Q SEE TABLE A, SHEET 1 S ® W laayS _ o F. 1!4" MAX. SHIM r1/4" MAX 1/4" MAX. SHIM U J Z SEE TABLE a W H al��s SE O ILL Z A, S EET TABLE A, SHEET 1 -U EMBEDMENT EMBEDMENT w j O ' O 2X WOOD _�EDGE DISTANCE au1 ssaa sal.ag EDGE DISTANCE BUCK, NOTE 1 EDGE DISTANCE DOOR SILL (GONG) •[apbR:Sl�t (ALUMINUM) , ��` ENSFLY .71 DOOR SILL (WOOD) " "' ' ' • pN 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE F UNIT IS INSTALLED DIAE*CTL`fO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).07< 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METAIfLIC 3R0UT (33501PSI MIR, (DONEq3Y OT%RS) MUST FULLY SUPPORT THE ENTIRE FS ••:`7O_RION..•'G��l LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUB4R4TE 1.% VOOD,rOt E: JAPER bRTAAZT1r IS REQUIRED BETWEEN THE GROUT 'i S'/O AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • '�i71/ 1NAL j 111``` • • • • • • • • • • EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. ' ' "' ' ' •' ' (ALL HEAD & SILL SECTIONS) A. Lv tM58705' P.E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE TABLE EDGE DISTANCE 2X WOOD EDGE DISTANCE A, SHEET 1—EDGE DISTANCE BUCK, NOTE 1 .. ' •• EMBEDMENT SEE TABLE A,SHEETI EMBEDMENT o o I WOOD 1l4" MAX. SHIM 114" MAX. SHIM BUCK, 1/4" MAX. SHIM NOTE 1 SEE TABLE SEE TABLE SEE TABLE rxew,cratvs� r�lfodi� A, SHEET 1 A, SHEET 1 A, SHEET 1 W W�6�Ir 'U .OI Accgt.rtlV• 1 -0]A Bspirw,i•Oue�,�•yp Yst, Za22 ' SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SIDE LITE HEAD (ALUMINUM) t�itw. n •ae.w EMBEDMENT EMBEDMENT SEE TABLE A, SHEET 1„ F) CLARIFIED DETAILS, ADDED ALUMINUM. • A -04N 0/17 1/4" MAX. SHIM 1/4" MAX, SHIM 1/4" MAX. SHIM 2 ems- Y ID "ea EDGE DISTANCE JEDGE EDGE DISTANCE A, SHEET 1 OISTANCE SEE TABLE-1 P � i w R g a O EE TABLE SEE TABLE SHEET 1 y � qg NN 573 Q vo , SHEET 1 A, 0 u� SEE TABLE A, SHEET 1 JO Z LL 8 i W .( S L11 ¢ 0 F Z 1n N AB u�o' BUCKX OOTEDi 1X WOOD BUCK, NOTE 1 S 0mo SIDE LITE JAMB (WOOD) SIDE LITE JAMB (GONG) SIDE LITE JAMB (ALUMINUM) a ? $ o Z v SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 a of J LL Q Q laa4S ® 8 t/4" MAX. SHIM 1/4" MAX. SHIM � U (1" U Z Z I WOOD < W ? aio�s BUCK, NOTE 1 1/4" MAX. SHIM Ill SEE TABLE LL ~ J J EMBEDMENT SEE TABLE A, SHEETI U j Q p L7 A, SHEET 1 - ". EMBEDMENT2X Q to WOOD • . EDGE DISTANCE BUCK NOTE 1 • ' E )GE DISTANCE egij 'cad cauas li/// EDGE DISTANC�O • • . SIDE LITE SILL (WOOD) .. ' . �D 6rm SILL (ALUMINUM) \`1111 \.�`` ONY LYNN '' •, N M SIDE LITE SILL (GONG) •: �� .- �icEN,? `r1 " .. ... QS' _ ' • • • • • • • • • 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DI4 CTLl�?O SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" No.58705 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). rCII 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METAULIC ORMT (33504PSI MIN�1PER (DONEBY O RI�FQ�RS) MUST FULLY SUPPORT THE ENTIRE �R �1A IS REQUIRED BETWEEN THE GROUT �� '•.-F�pRipp ,•' \�� i S' G LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBS:R rE 1,%?iOOD,:O#•FECT TI(• iS70NAL AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • • • • • • • • • • • � EXTERIOR INTERIOR 1�N�`` 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. • • • • • • • • • • (ALL HEAD 8 SILL SECTIONS) A L MILLER P-E058705PE ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION ICE OF A TANCE(NOA) PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 U-s oke this•... acceptance, if it is determined by Miami -Dade County Product Control Section that this preduet or rrjate�iaj fails to • meet the requirements of the applicable building code. ...... .. .. ...... This product is approved as described herein, and has been designed to comply with the Fl&Td;f Building Cdde, : =...: •.•• • • r e ocr umcane one. • .... . .. ..... ESCREMON: Series "SGD-770" Aluminum Sliding Glass Doors w/ 90° & 135° corners. L.M.I ... ..:..' APP NT: Drawmg o. ev r e eves 770 Alum. SG"D -TM ImpaEf', sheets r •' • ; • through 22 of 22, dated 10/10/14 and last revised on 11/22/19, prepared by manufacturer, s f0 *nW;nd sealed*by e 0 • Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the I�otic ref • Acceptance number and expiration date by the Miami -Dade County Product Control Secti0%, • • • 0 • • • " • • ; MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •""• Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the 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 renews NOA # 17-0420.12 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 19-1126.03 MIAMMDADE COUNTY Expiration Date: February 17, 2025 p� ' ' Approval Date: January 09, 202 °��`�� age 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals under file #15-1013.15 A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum slid%n glass do or, prVarecl • by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 1 j�Ql/,J.3, sigWadd ...... sealed by Marlin D. Brinson, P.E.(Submitted under NOA No. 14-0123.10) ...:.. • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC qA ,4 202-M • ' 2) Uniform Static Air Pressure Test, Loading per FBC,*fk% 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 203-04 • • • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-J4. :....: along with marked -up drawings and installation diagram of an aluminum slidimggiass door. prepared • by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E.(Submitted under NOA No. 09-0826.10) Along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL- 6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 3. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.03 Expiration Date: February 17, 2025 Approval Date: January 09, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5` Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 0000 G. OTHERS . . •••• ••••:• 1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for thtrir Series.'S104-770;••.:. Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. expiring o$�OV7/20. . 2. Evidence submitted under previous approvals under file #16-2609.06 .... .... ..... A. DRAWINGS • 1. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", shLtt? 1 through•;2 of 22, go• dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer,*szg:eied and sealed by • ••: • Anthony Lynn Miller, P.E. 0 : • B. TESTS • 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. C. CALCULATIONS (Submitted under previous NOA ) 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t1 Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Test proposal No. 16-0152 dated 03/09/16 approved by RER. G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° & 13 51 corners - L.M.I., expiring on 02/17/20. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.03 Expiration Date: February 17, 2025 Approval Date: January 09, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous approvals under file #17-0420.12 A. DRAWINGS I. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 6th Edrttigq,12017) ... dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed wd Sealed by Anthony •, Lynn Miller, P.E. •,,,,, lose:* 2. Glazing complies with ASTM E1300-09 • D. QUALITY ASSURANCE ."•'. • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • • • • • • • • E. MATERIAL CERTIFICATIONS •' • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. tr thelr "Tnosi fel.® • • • •' • Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, eTirip& on Oi/OSM 9. : • • • • F. STATEMENTS •,,,,• 1. Statement letter of conformance with FBC-6` Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I., expiring on 02/17/20. 4. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed by Lynn Miller, P.E. C. CALCULATIONS (submitted under file #17-0420.12) 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. OTHER 1. This NOA renews NOA # 17-0420.12, expiring April 07, 2025. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.03 Expiration Date: February 17, 2025 Approval Date: January 09, 2020 E-3 SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2 DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 TABLE B. SEE DETAILS ON SHEETS 4 & 5 Glass T G3 I lion Listetl from Exu rlor to Interior) 7116" Laminated. (2) Utes of 3'16' HS Glass with .090' PVB Intenayer G3A 9It— I.— G4 7116' L ,dth 0.90' SG Intel er G4A 9/16" Laminated: (2) Lihn of 1/4" HS Glees will 090" SG Intedayer G5 1" Laminated I.G.. 3116' T Exterior Cap + 318' Air Space + 7116' Laminated; (2) Lola of 3/1T HS Glass wllh OW PVB interlayer GSA 1' Lamiraled I.G.. 1/4" T Exterior Cap + 5(16' Alf Space + 7/16" Laminated: (2) Lila of 3/16" HS Glass with .D90' PVB Imerlayer G6 1" Lammeted LG.. 3116" T Exteror Cap + 3/8' All Space + 7116' Laminated: (2) Liles or 3l16' HS Glass vein OW SG Intedayer G6A i' Laminated I.G.: 1/4- T Exterior Cap + 5/16" Air Space* 7116" Laminated, f2) Liles of 3116' HS Glass with 0W SG Inlenayer G7 7116" Laminated (2) Liles of 3116' ANN Glass with 090' SG Intedeyer G7A 9116" Laminated (2) Utes of 114' ANN Glass wilh .090" SG Intedayer G8 1" Laminated I.G G. 3116' T Exterior Cap + 3/8- Air Space + 7/16" Lamiraled(2) Utea of 3116" ANN Glass with 090" SG Imerlayer G8A 1" Laminated I.G.: 114" T Exterior Cap + 51W Air Space + 7116' Laminated: 12) Lila of 3f16" ANN Glass with 090' SG Inleriayer "ANN- = ANNtALEU "HS" = HEAT STRENGTHENED 'T'= TEMPERED "PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASO BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON I I RATED FOR LARGE & SMALL SHEETS 6. 7 & 8 MISSILE IMPACT RESISTANCE CODES STANDARDS USED: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E130D-09 -ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION OALUMINUM DESIGN MANUAL, ADM-2015 -AISI S100.12 oAISC 360-10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS..............12-14 ELEVATIONS ..................... 15,16 PANEL / SILL TYPES.........17 CROSS SECTIONS ............ 18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21, 22 I JR 1 04105117 1 C I UPDATED TO FSC 2017, REVISED TABLES 1. Z 3& A I 1070TECHNOLOGYDRIV N. VENICE, FL 34275 1941)460.16W CERT. OF AUTH. b29296 TABLE A: Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Mln. O.C. Distance Min. Embedment or Metal Thickness A #12 1" SMS. (Fy=60ksi, F.= 95 ksi) k12 410 SS SMS, IF,= 90 ksi, F.= 110 ksi) All Southern Pine (SG - 0.55) 9116' 718' 1-3/8' 6063-T5 Aluminum 318" 9/16" 0.o90" A36 Steel 3/8" 9/16" 0.05V Gr 33 Steel Stud M. 9/16" 0.045" (18 Ga) 114" Eloo Aggre-Gator® F.=57 ksi, F„=96 ksi Ali Concrete (min. 2.22 ksi) 1-V2" 3" 1-319' Jamb / P•hook Filled Block (ASTM C90) 2 3" 2" Jamb 1 P-hook Hollow Block ASTM COO) T 3" 1.114' AA Southem Pine ISG - 0.55) 1' V 1.318" B #12 Steel SMS (Gr. 5) (min. of 3lhreads beyond metal substrate) All Southern Pine ( - 0.55) 9716' 7/8' 1.vr 6063-75 Aluminum 318" 9116" 0. 090" A36 Steel 3/8" 9116" 0.050" Gr. 33 St 3/8' 9/16" 0.045' 18 Ga C 1/4" Elco UhraConS F,=155 ksi F = in. 2.85 ksi) l V 4" 1-3/8' Jamb / P-hook Hollow Block (ASTM CW) 1" 6" 1-1/4" 114" Elco UltmConO F,=155 ksi. F„= 177 ksi All Concrete (mat. .85 ksi) 2.117' 4" 1-N8" Jamb I P-took Filled Block (ASTM C90) 2.112' 4" 1.3/4" Jamb I P•hook Hollow Block ASTM C90 2-10 6" 1.1/4" D 1/4' 410 SS Elco CreteFlexV F,=127.4 ksi, F,.= 189.7 ksi Head Sill Concrete min. 3,35 ksi 1' 4' 1.3/4" Jamb I P-hook Concrete (min. 3.35 ksi) 1" 6" 1.3(4' Jamb I P-hook Hollow Block (ASTM C90) 2-112" 6" 1-1/4' All Southern Pine SG = 0.55) 1' 1" 1.318" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE TI'IE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY- 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS, 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. .HUDUCT RENEWED PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS IluidieB Gnic INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS AecePlxna DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS Explrnilrrs Dah�_/7a ZC2� (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS py�yaC;•y. THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IPIPSE0!NONa6HRINK,*ON-IaETALLICIOROUT, MAX. 114" THICK 3400 PSI:A1l% j j)Nj 810- OV) DUST FULLY SUPPORT THE ENTIRE LFi IC7T14OF•TFW. SI&L T4-WTjIS NQT TIGHT TO THE SUBSTRATE, AND TRANSPER6HE14R9.OAD TO SUBSTRATE. IF SUBSTRATE IS VNIOD, "hLTQ✓2PERbR MASTit ISSIZEQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. w • • • • • O • • • • • 6ER1E6 W0 ALUM► SGD• LM IMPACTe • SGO-770 I NTS I 1 ,1 22 1 PGTO130 ••• • • • • ••• • • is ••• • • • ••• • • 1 r t111 L'11,, t. Nl:L 53705 ,gip. /L.�snATEr,I� •'•U� 0N-1) k A. LY�'N If.sILL�R, P.E. P.E.S 58705 TIONS NOTES: EXAMPLE CONFIGURATIONS 1)OALL ICONFIGURATIONSSHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX. UNIT WIDTH - LOCATIONS USING DETAIL "Jw%, "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH NO AN WIDTH pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION PER TABLES 1-3 12 13 PER TABLES 1-3 I 1 t3 CAN BE OXXXp. I 1 Jw J MAX. UNIT 1 /" t 1 i g HEIGHT PER TABLES 1-3 i W w n POCKET rYi -j`r-/K 1-PANEL , 13 CONFIGURATIONS If— MAX. UNIT WIDTH - MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 i MAX. UNIT 1 1 t 1 NOM. PA4IS4 1ll10Il:L__ PER TABLES 1-3 I Jw Jc 1 1 1a t4 i o p o MAX. UNIT t t4 14 ,e I HEIGHT 1 13 1 i$ HEIGHT 1 t PER PER TABLES 1-3 / i Y TABLES 1-3 a POCKET � n 'T 3-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH w PER TABLES 1-3 1 t 1 t as fli 1 1MAX. UNIT19 iHEIGHT PER TABLES 1-3 1 iL- III ' r 11 Jw Jc I 1 1 1 I t4 14 iWaW 0 i ah Matt a aaw POCKET w 5-PANEL CONFIGURATIONS w Fe 1 2 0" 8 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF NY 2 STRAIGHT CONFIGURATIONS. Jw c 1¢0, 14 1a i n o 3) FO NOM. PANEL WIDTH, SEE TABLES 1.3. / 14 1 i�ww "X" = O ERABLE PANEL, "0" = I PERABLE PANEL, POCKET y „p"' P CKET DETAIL LETTER _t = WOOD OR METAL INSTALLATION ® "c" = CONCRETE INSTALLATION NS t 1 I SHEET NUMBER MAX. U IDTH DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT- 10.125" t ,3 1w /� 1 I PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" m m fEl iIl r 1 w Jc I 14 1wOw 14 14 i�¢y 2 n POCKET k 4-PANEL CONFIGURATIONS w Ys;JnllrritENrwEo 1 t 1 t nxcomPl in w1,AtYrfbt3A7 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 , MAX. UNIT HEIGHT PER TABLES 1-3 [l�� • • EXT�O' SEE NOTE 2, THIS SHEET. WW"S INSIDE CORNER SIMILAR) 1070 TECHNOLOGY DRIVE N VENICE. FL 34275 EXA ;!ArIV. • (941)480.1600 • • • • • • • • • • • 04NY17 C e NO CHANGES THIS SHEET CERT. CF AUTH. #29296 SERIES F70 AIPUM. SGD - l•M iMPAa-! • "• Gnxvm tiv Deie. ionata Sc.m NTS 2 d 22 PGT0130 C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y 9 fluiding Code AuclIM.- No f 1126•03 ExpiroUen 31at0•ao2l' IKiami flack emdurl C.aet6�s1 EXAMPLE CONFIGURATIONS NOM. I PE MA) HE 96"( MAX. TESTED UNIT WIDTH = ANEL WIDTH t TABLES 1-3 '300-"Io a8" nr=lunl 300-114" @ 120" HEIGHT Aw j 1w 1 1 13 1 13 1 19 1 1 1 UNIT 1 13 1 1 GHT, i i 19 1 1 1 9 R 120" 6-PANEL CONFIGURATIONS — MAX. UNIT WIDTH NOM. PANEL WIDTH PERTABLES 1-3 +I ffMAX. UNIT HEIGHT PER TABBLES 1.3 1 NOM. PANEL WIDTH PER TABLES 1-3 1 MAX. UNIT 1w 13 HEIGHT t t PER TABBLES 1-3 1 Jw J 1 14 1 j 1 14 M Izo� I y11 W z aa` n POCKET w F 1 1 1,M- 04 lr•L�iL2►[n/ •LTa iE7®fE7i�iE7� fE7 iD iF7 iD iD fFl 7-PANEL CONFIGURATIONS w 1 1 1 13 1 1 �7f[1iY7fE7i�® illl ��nnnn�n� fil fE7 i1�'7 il�['7 f�F7 riF'7 Ql ikl fEl ill f[l ill ill 8-PANEL CONFIGURATIONS N. VENICE, FL 14211 (94 )) 496 /c00 CERT. OF AUTH, K29296 NO CHANGES THIS SHEET. CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'JW', "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90" 8 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM, PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O" = INOPERABLE PANEL. "p" = POCKET DETAIL LETTER = WOOD OR METAL INSTALLATION U "c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" wJ. 1 14 14 I 14 1 9�0 I W F POCItT I y • 000 •• • • • • • 1 1 1 13 t 13 EXAA,FLjCOJIfFIGU&-MOMS: • SERIfiiS 270.4LUlv?. SGLr LL 114PAC27• wn S+w n SGNTS 3 22 MPGT0130 C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1•R()BUCr REf4FWE0 na'—plyin17 wi1A IM F 0004 Buldin, Cudc Iel 1126•v3 Accepinnre Ito Eapiratiue Bate�y„'�.�.2.71.� A. LYNN MILLER, P.E. RE.It 58705 GLAZING DETA 4A, G5 & G5A 7/16" NOM. 7/16" NOM. 1" NOM. y 3/16" HS GLASS 3/16" HS GLASS 3/16" HS GLASS .090" PVB .090" PVB .090" SG 3/16" HS GLASS 3/16" HS GLASS 74 3/16" HS GLASS 74 3/8" AIR SPACE 74 3 16" T GLASS 82 82 T--- 83 EXTERIOR I q 314" NOM. XTERIOR I ,; 3/4" NOW GLASS 1 GLASS 124.127 3GLASS ! SITE BITE BITE E%TE OR 80 I 80 79 54 54 55 7/16" L G3 7/16" LAMI D GLASS TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9/16' NOM. 1" NOM. 3/16" HS GLASS 114" HS GLASS 114" HS GLASS .090" PVB .090" PVB 090" SG 3/16" HS GLASS 1/4" HS GLASS 74 1/4" HS GLASS 74 5/16" AIR SPACE 74 1/4" T GLASS 82 82 63 t•ROnIi T ItENEWP.A u. <omplyiog wltA the Ylw+iiliG �,. 3/4" NOM. ' i 314" NOM. r nxlaleR C,,& EXTERIOR `- EXTERIOR 3/4' NOM. Amps--m N- l {` -I Z 03 GLASS GLASS t24•t27 GLASS E"Ind" fMtc BITE a BITE BITE 8y 1L,..w (,� EXTERIOR I akl xj rkP q;I. 81 B1 79 Lv- 54 54 55 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A • • • •• • • • • •• • • ��a< •• ••• • •• GLAZING NOTES: NO 537115 "ANN" = ANNEALED = "HS" =HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. GrtI 2 "T" =TEMPERED 1 U �"""�'° • • • ,C� �rnr;: ur "PVB" _ .090" TROSIFOe PVB BY KURARAY AMERICA, INC. 1070 TECHNOLOGYORIVE • • • • •N. VENICE, FL 3.12 GLAAA DETAILS • • • • F_ "SG" _ .090' SENTRYGLAS� BY KURARAY AMERICA, INC. I941/480-1606 0 0 0• • • • • • • • • S� F=��= CERT.OFAUTHM29296 SERIF 9'70 CUM. D-C WPAOT • • ;r. JR P 105117 C NO CHANGES THIS SHEET. $ 5,,,"xace _.:.. sMn re A.r EVNN!MILL�R, P.E. sc.m " TS 4 N 22 �PGTO130 C P.E.#58705 JR 10/f0/14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1" NOM. — 7/16" NOW 3/16" HS GLASS 3/16" ANN GLASS- .090" SG — 3/16" HS GLASS .090" SG- 3/8" AIR SPACE 74 3/16" ANN GLASS- 3/16" T GLASS e2 83 EXTERIORI_,za-t27J3/4'OM . GLASS a BITE EXTERIOR 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" NOM. 3/16" ANN GLAS .090" SG 3/16" ANN GLAS 3/8" AIR SPACE 3/16" T GLASS- ' - 3/4" NOM. 124-127 GLASS EXTERIOR I BITE f 79 ti- 55 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 9/16' NOM. 1" NOM. 3116" HS GLASS 3116" ANN GLASS .090" SG 1/4" ANN GLAS5 .090" SG 3/16" HS GLASS .090" SG 3/16" ANN GLASS 5/16" AIR SPACE 74 1/4" ANN GLASS In 5/16" AIR SPACE 74 114" T GLASS 1/4" T GLASS 82 + rflooUCf HENEWFO 83 + u mmPlyiaB wIU,Me F> -lT{ 3/4" NOM. f n'R:cNo1�t-1126•bl 3/4" NOM. EXTERIOR 3/4" NOM. tza-727 GLASS GLASS t24-727 GLASS EeplreBooMmZp2S BITE BITE _ BITE tlr_'tL I` EXTERIOR „ ,/ i µ&WA Dw4r.P cotwo / f a ✓,';/i��/�/ ' 81 �. /// EXTERIOR 79 „� i a 79 _T 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A tlt;l i;111 � ''-jam ' • • • • • • • • • • • �`.-' _ GLAZING NOTES: • • • • • • • • • iJq 58703 "ANN" = ANNEALED • • • • • • • • • • • • - - �2�t "HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. '�%`' "T"=TEMPERED�11°` "PVB" = TROSIFOe PVB BY KURARAY AMERICA, INC. 70TECHNOLOGYDRIVE 10 �'•'�• SfhTE (, •J -, .090" SG" = SENTRYGLA? BY KURARAY AMERICA, INC. N. vE,wcE. FL 84275 GLALWC, DET ILS • • • ' . ^':c,.*':r . ' -' ' "5 ' .090" j9411480•1600 ;7UALUA'. . ° JR° W,•05H 7 ec"C s NO CHANGES THIS SHEET CERT CF AllTH, k19196 SER/LsS SOD- lfVl W/�! I1 C. I • • • 5 w, w—•— .,, , a • "N " " J ' 111 • 1 � , '• A. LVNN MILLER, P.E. n,.,."ev onro: Cneanrlry. G"u, JR 10110114 ® • • SGD-77t l�$ 5 'GT; •C P.E.4 58705 TGRI F 1 Design Pressure (DP) and Anchor Quantities Required, Maximum DP for all sizes: (for all approved configurations on Sheets 2 & 3) +60 / -60 psf For corner astragal anchorage on 90' or 135' comer units, see sheet 11 (May be limited by Table 1A) Door Unit Height Table applies to Glass Types 3, 80' 90" 96" 3A. S, 5A. 7, 8and 69.718" DLO 73-7/8' DLO 79-718" DLO 85-7/6" DLO al sshown the Stile/Astragal Types be1ow. Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A B C D A B C D 17- it— 11 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 +1 C4+1 +1 CA+1 C4+1 C4+1 C4+1 +1 24° DLO Jamb 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+1 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 c Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 GI+1 �. DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 E v P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 3 Head%Sill G4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C:4+1 36° OLD Jamb 1 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a P-hook 1 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 HeadlSill C4+1 C4+1 C4+1 C4+1 Cs1+1 C4+1 C4+1 C4+1 l'A+1 C4+1 C4+1 G7+1 C4+1 C4+1 C4+1 C4+i E 42 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 z P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 41O Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 48' Jamb 8 8 8 8 8 6 8 8 8 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+g 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3.1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER OP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see pressure, psi Sheet 17) Flush - 1-1/2" see note 3 Low - 2-1/2" + 46.67 Medium - 3.1/4° + 6&0 High - 4" + 60.0 Jtt NU I LO 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" OH LENGTH F- C7 x o 0jj _L OH RATIO = OH LENGTH OH HEIGHT Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 135' Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile r^ Standard Astragal Outside Corner Outside Inside Corner rc. Corner ��.'L►��j�� Insid "°�^ Corner • • • • • • • • • - Inside Corner ner_ � � • Co r • Cower • • • - Part #60 (Stile) Part #61 (Stile) Part #119 (Qyj.r kaRs 3�1#Bile); • - Part 460 (x2) Par[ $160 Part #60 Part #67 (Astragal) Part #60 Part #118 (Corner part #120 (In. #allit • •Pal+#61► • Receiver) (Corn. & Fxd Mount) 1070 TECHNOLOGY DRIVE p11'°""' • • • • N VEN/CE. FL 34275 DP AAiCT ,41VG�RC�(?AGE* 0 .� (941)480.1600 • • • • • • - REVISED TABLE 1. CERT. OF AUTH. #29296 SERIES 7 A UlN. SOD - NMOMRACT• • SOD 770 • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • - rRODUCf HENEWItD vs comptyiGg-ilb We ik#'id4 D.ImA; C'.dr Acceplrece Nu EaPlrnliva Dale 'j,p] oP-("'- . ,ll`Ill ttl Jr/r, (V 11 "r ,! NO A. LYNN MILLER, P.E. P.E.# 58705 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For rrt r astragal anchorage on 90' a 135' comer units, see sheet 11 Maximum DP for all sizes: +60 / -60 (May be limited by Table 2A) Door Unit Height Table applies to Glass Types 4, 4A. 84" 96' 102, 108" 114' 120" 6, 6A, 7, 7A, 6 & BA and the /8' L - 7 • I L I ' 91- I ' LO 97-7T8 7i L 109-7/B" L Stde'Astragal Types shown below. ncha roue Anchor Group Anchor Group Anchor roup Anchor Group Anchor Group Anchor roup Anchor Group A B I C I D A B C D A B C D A B C D A B C 0 A B C D A B C D A B C D ead/ I +1 +1 +i +1 +1 C4+1 C441 4+1 C4+1 +1 +1 +1 +1 4+1 +1 C4+t C4+1 C4+1 +1 +1 C4+1 +1 + 4+1 + 4+1 +1 +1 4+1 +1 +1 4+1 24 17' Jamb 8 B B 8 B 8 8 8 8 8 8 8 8 B B 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 748 7+8 7+8 7+8 7+8 6+9 8+9 6+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+70 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Ca+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 G4+1 04+1 C4*1 C4«1 C4+1 C4+1 04+1 C4«1 30' DLo Jamb 8 8 8 8 8 8 8 8 8 B 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8.9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C441 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C441 C4+1 C441 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 36" Jamb 8 a 8 8 8 8 8 8 8 8 a 8 8 8 8 B 10 t0 t0 10 10 10 10 10 10 10 10 10 10 10 10 10 DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+B 7+6 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9++10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C441 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 42 Jamb 8 8 8 8 8 B 8 8 8 8 8 B 8 8 8 8 10 10 10 10 10 10 10 10 10 70 70 10 12 10t0P-hook i DLO 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 B+9 8+99+10 9+70 9+t0 9+10 9«70 9+10 aC4+14+1 +10Head/Sill C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 G4+2 C4+2 C4+2 C5+2 C5.2 C4+2 C4+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5*2 5+248"DblO Jamb 8 8 B 8 8 8 8 8 8 8 8 8 10 B 8 8 10 10 10 10 iD 10 10 10 12 10 10 10 12 1010P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+86+9 8+9 8+9 8+9 8+9 8+9 8+9 9+70 9+70 9+10 9+10 9+10 9*10 +10 54' 60"DLO pLQ Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Not available in these sizes Jamb 1) 8 B B 8 B B 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+B 7+ 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+853' Head/Sin C4+2 C4+2 C4+2 CA+2 C4+2 G 2 CA+2 «2 N_+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Jamb 8 8 8 8 8 8 8 t0 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+T 7+8 7 8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER OP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 50.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 61 JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) sign (Flat or Box. see Pressure. psi Sheet 17) Flush - 1-1/2" see note 3 Low - 2-1/2" + 46.67 Medium - 3-1/4' ♦ 60.0 High - 4" + 60.0 NOM. PANEL WIDTH - 7" DLO HEIGHT = OH LENGTH DOOR UNIT HEIGHT - 10.125" = PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" = OOI OH RATIO a I = o rRoDUGTAF.NEWED O se esmdYbC «)tb tie FmAk Du1dlaxCede AAeeptsecc•Hoj_9Z Esplrellon Dett,(,2o2f OH LENGTH 1,1.. ( 11. - ; INSTALLED. SEE NOTES 1-3 OH RATIO = OH HEIGHT ey Miami Deck P edad CaMm4 11 no cJ A DT nIeACAIC1n.0 Akin CW=TC IR R 1C PnD ACCF6ARI V nrTAll C Interlock P•hook Lockstile @lamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 135' Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outsidetside C`L Outside Corner i ) y Corner inside • • ,,Inside • • ! i • L•t��t�El Corner • •lsir� • • • • • - ideide Cor InsegGpo Part ri61 (x2) Part 1161 Part #61 Part #61 (Stile) Part #67 (Astragal) Part ri61 Part #61 (Stile) Part #118 (Corner • • • Part #119 (Out.) Part #120 (In.) • Part OM (Stilt) Parts #31 & #32 • • • • Part 461 Receiver) I (Corn. & Fxd Mount) r070TECHNOLOGYDRIVE is • - N VENICE. FL 34275 D*4) A ORA:'E• • • • • • - (e41)460-1600 — • • • • • • • • �,�• • - �ro. CERT. OF AUTR #29290 SBR/ES 9701 AL UM. &Sa - GIM TMrWCT • - 04i05r17 "C REVISED TABLE 2. REMOVED EXAMPLE. U_. a,,,„,,; c„ • • RV10114 SG6'N 70 NTS 7 "� 22 PGT0130 • • • • • • • • • • • - • • • • • • • • • - • • • • • • • • • • • - ' r i 4 -. - 11.,. A. LYNN'AIIL ER. P.E. P.E.# 58705 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For caner astragal anchorage on 90' or 135' corner units, see sheet 1 t Maximum DP shown below (May, be limited by Table 3A) Table applies to Glass Types 4, 4A, Door Unit Height 1. M. 90 96" 102' 108" 6, 6A. 7, 7A, 8 & SA and the Stile/Astragal types shown below. 69-7/8 L 7 -7/ " ULU 85-7/8' DL 91-71 ' DL - " DLO Anchor roup Anchor UroUp Anchor Group Anchor Group Anchor Group Anchor roup A B C D I A B C D A B C D A B IC D A I B I C D A 8 C D Design Pressure +1-90.Ops/ psi pal 24" 17" Head/Sill C4+1 I C4+1 C4+1 1 C4+1 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 DLO Jamb 8_1 8 A__j 8 1 8 8 8 8 8 8 81 B 1 8 8 111B 8 t0 t0 70 10 10 10 10 10 P-hook 6+7 1 647 6+7 1 6+7 1 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 7+8 8+9 1 8+9 1 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +1-90.0 ps! +1.82.5 psf +/-75.0 psf 30" 23" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+7 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 t DLO Jamb 8 8 8 8 8 818 8 10 B 8 8 10 8 8 6 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 1 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 8+9 Design Pressure +1-90.Opsf +/4l psi +/.75.0 psf 36' 29" Head/Sill C4+1 CA+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 CS+1 C4+1 C4+1 C5+1 C5+t C4+1 C4+i CS+1 C5+1 C4+1 C4+1 Ii DLO Jamb 10 ll 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 10 10 10 10 10 10 1 10 c P-hook 6+7 6+7 6+7 6+7 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 zDesign Pressure +1-90.0 psf +J-82.5 psf +/-75.0 psf 42" 35" Head/Shl C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 CS+2 C5.2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 DLO Jamb 10 8 8 8 t0 8 8 8 12 70 8 8 72 10 8 8 12 10 1 10 1 10 12 1 10 10 10 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 a+9 8+9 Design Pressure +1--90.0 psf See Note A +1.82.5 psi +1-75.0 psf 48" 47 He"c2ill CS+2 CS+2 C4+2 C4*2 C5+2 C5+2 CS-2 C5+2 C5+2 C5+2 C5+2 C5+2 G6+2 C6+2 5+2 CS+2 C6+2 C6+2 CS+2 CS+2 C6+2 C6+2 C5+2 C5+2 DLO Jamb 10 8 8 8 12 10 6 8 12 10 8 8 14 72 8 8 14 12 10 10 14 10 10 1 10 P-hook 7+8 7+8 1 7+8 7+8 1 8+9 8+9 1 8+9 1 8+9 1 8+9 1 8+9 1 8+9 1 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 1 i 9+10 NOTE A: +/-90.0 PSF FOR GLASS TYPES , 4A, (6, 6A, 7A, 8 & 8A; +/-87.1 FOR GLASS TYPE 7 NOTES: EXAMPLE ON SHEET 9 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH = 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH - 7" DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. DLO HEIGHT = 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND DOOR UNIT HEIGHT - 10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT - 1.866" 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TWI= Gru I r11A/IMr_ CTII r A ACTPAr_AI TVPPQ CHAI I RC I Mrrt Fr1P TARI F'1 CGP QMPPTC 71 A 07 PnP PART nlMFA1CI0NC ANrt CHFFTC 1A A 1Q Fr1P ACCFMR] V f1FTA11 R Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90' Astragal Lockstile @ 135' Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Corner Outside Inside Corner I f �� Corner Inside •• • • • - s • • — Corner + Otside • • • - Inside Corner • Cdlnelli • • •+• - Part N61 (Stile) Part #61 (Stile) rout.) pan Nll•J (Out.) + • ar q Sti e6 - Part #61 (x2) Part #61 Part $161 part J168 (Astragal) Part a61 Part 41118 (Corner Part k120 Parts #31 & #32 Receiver) (Corn. & Fxd Mount) 1070 N. TtECHN10E.OLFLOGY34175 DRIVE • i 'ENOff. OP A ORA E • • • • • • + (941, a.' 00'"' • • • • • • • ,4 . • - a..�.a.,c CERT. OF AUTH. k2e29GSERRISS R7LkALUM. SIGLL- J-0 14P.&T - 04/05r17 G REVISED TADLE 3. ADDED EXAMPLE. � r .a • • • - tm�war. Oai. ia1a14 SGo-77D NTS 8 22 PGT0130 • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • - TARI P IA - Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (Flat or Box, see Design Sheet 17) Pressure, psi Flush - 1-1/2" see note 3 Loa - 2-12" + 46.67 Medium-3-1/4" + 60.0 High - 4' + 90.0 bl NU I t5 1-3 OH LENGTH = OH RATIO 2 1 x 0 O OH RATIO = OH LENGTH OH HEIGHT rRODGCT RENOWPD ar m•plyfac whk Ore Flgp 4 BuWlag Code Accepi—or Na 19-112l Eapiralfuo Date 2 21 tbian3 Bkvde C>s+folat �Stllll ll rl! J- •.-/Ui..lJ t. .• �:tirai ///l llllt'" A. LYNN MILLER. P,E. PR # 58705 NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER SEE JAMB (9) P-HOOK ANCHORS, REQUIRED @ GLASS SEE "C5" CLUSTER MAX. UNIT WIDTH SEE "C5" CLUSTER DETAILS, DETAILS, SHEET 10 FOR ASTRAGAL SPLICE NOTE, j (PERPENDICULAR TO ) EXTERIOR PLANE) SEE TABLE 2, SHEET 7 DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK 24" MAX. O.C. THIS SHEET ::` POCKETS AND SEE POCKET Iy P-HOOK INTERLOCK 48" NOM. CLUSTER, SEE / DETAILS PANEL WIDTH , SHEET 11 / � (10) - .. .f - _ .._ 1.... JAMB MOUNTING x x x / x ff x x�1 x x x x x xx 6" MAX. x l i INSTALLATION, 6" MAX' x x x x x x/ x x x x x ADAPTER ;1 THIS SHEET ANCHORS MIDWAY _ ( 03" MAX. x 'z x x °, ;�, yr & SHEET 14 BETWEEN P-HOOK / I I °' 4 PAIRS OF •. ANCHORS & AT 3" 1 }x FROM TOP & ; w 14" MAX. O.C.I i 10 �p —FRAME FRAME ANCHORS 96 x x l� 2�" MAx. ANCHORS (TOTAL 8 BOTTOM I °z a — i• I i o UNIT ANCHORS) 4.051" 18" MAX. TO OPENING �, o t I • I 0 •= P-HOOKHEIGHT 0'C' PERJAMB i EDGE OF POCKET SEE ; w$ INSTALLATION : � < • I;,-,—m O.C. O ;p ANCHORS x (SEE JAMB DETAIL --Ax. DETAILS'Jc'&'Kc', ;m e' I I 1 m o = P-HOOK BELOW) END PANEL SHEET 14 &PART ' w `u ®� �° � MOUNTING ANCHORAGE DETAILS 'J'&'K', �y I I 0, 3"MAX. ADAPTER x 24" MAX. (2 ANCHORS) SHEET 19 FOR i =l®1 ANCHORS O.C. _ 6" MAX. ^+2" P-HOOK _ .. _ _ _ K x xxxx x x PANEL j ANCHORAGE ANCHORS END PANEL ANCHORAGE x' x "-� x x xx x x x x .,�✓�'�END x xx 6" MAX. ANCHORAGE (SEE x x . x, xx x,+2, SKETCH BELOW) (SEE SKETCH BELOW) ANCHORAGE +2" + "•`.. CENTERLINE 6"MAX_TYP. -�( —"+2•-+2""+2" ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE T OF PANEL 1 2.04" —� 24" MAX. EXAMPLE: 5-PANEL 2 TRACK 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: Av O.C. I 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6„ SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 48" NOM. PANEL WIDTH 3.5" 1 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6 8: •'LCENTERLINE INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2^ ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. AS NEEDED TO ALIGN THE IXTERIOR HEAD OR SILL IF A SPLICE 21" OCCURS AT THE P-HOOK. MAX. O.C. , tRODUCT�%HEiPEb � to carmplyvtk w4i!!re £968dd9 I fwwl.g Cods 112 1`t- 3 j' 5.64" AtaptenccNn _:�' Espirafion Daa�y ,L�_�,ab( 6" MAX. II rAL d Lhwe E a•tiw5 III J CENTERLINE JAMBS & P-HOOKS: G" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE } 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB +2" ANCHORAGE ANCHOR PAIR REQUIRES SEE "C5" CLUSTER END PANEL CENTERLINE CENTERLINE ///�� "C6" CLUSTER, SEE DETAILS, SHEET 10 ANCHORAGE DEIFAILS^SHEET 11 INTERLOCK y1 OF FOR A53 SAGAL� I�ASTRAGAL (2 ANCHORS) MAX. MI//.Jr///I 04/05/77 I CENTERLINE "+2^ ANCHORAGE �~ CENTERLINE "+2" OF PANEL3OF PANEL 4 SHEET 11 FOR OTHER INTERMEDIATE ANCHORS N. VENICE, FL 34275 (94 t)a8a,500 TO UPDATED ANCHOR VALUES. I CERT OF AUTH. X29296 • • CEMAERLINL• • • • • �� OF PANEL 5 ANCHORAGE•9P�4CI d 6 SERIES 77011R AD �.. scD-nD NTJ 9 't22 FLE'PoNS • . IPACT• • - •PGTA30 •G• ='v iN • • A. LYNN'�ILLA. P.E. RE-# 587D5 • • • • • • • • • • • - • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • - ASTRAGAL OR SPLICE LOCATION INTERLOCK_I�IF NEEDED CENTERLINE I -► I _ 3.5" 1.75" _ - AGc_- - ` 2.04" EXTERIOR 3'5" v 2-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK-�I-IF NEEDED CENTERLINE I 3.5" -- 4.08 e � I EXTfE1R,IOR f 7„ v 3-TRACK FRAME HEADISILL A ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL ORSPLICE LOCATION INTERLOCK-�{�i IF NEEDED CENTERLINE 1.75" 3.5" ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR I SPLICE LOCATION III 1 6" DIAG. INTERLOCK-, CONDITION, USE INTERLOCK- NEEDED 2.04" 2.04" CENTERLINE 'C6" CLUSTER DETAIL) CENTERLINE I III I I I! I i �-' 1.75" EXTERIOR I' j I 6" DIAG. 7" 7" _ 3.5" 21" I , 4" DIAG.. + O C. I I. I I } 1 EXTERIOR 2.02.04" 4" I 21„ I I - - - - - I 5.64" 1 I O.C. EXTERIOR 'I" DIAG. _ 7" EXTERIOR__.. 7 -� MAX. 3.5' `- I I i v 2-TRACK FRAME HEAD/SILL 0,2-TRACK FRAME HEADISILL 6 MAX. �(I I } 1 I 5.64" (a) ASTRAGAL OR INTERLOCK (@ ASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6" MAX. I I I } ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR EXTERIO ASTRAGAL OR (FOR SPLICE INTERLOCK-1 CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) -_ 4.08" R 4" DIAG. EX 7' 3-TRACK FRAME HEADISILL (ril ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR II (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 3.5' 2.04" .—»_ 4" DIAG. EXTERIOR EXTEERIOR 4-TRACK FRAME HEAD/SILL V (cD ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 'C4') aw..,d. JR 04/OSN7 L I NO CHANGES THIS SHEET, ASTRAGAL OR SPLICE LOCATION INTERLOCK--I`IF NEEDED CENTERLINE L,, a c^ V 3-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT rr&ITCOI IAIF USE THIS DETAIL) 4" DIAG. 2.04" 5.37" DIAG. f- 7„ EXTERIOR 4-TRACK FRAME HEADISILL �7 O) ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") N. VENICE. FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 .04" t4-TRACK 6" DIAG. FRAME JAMB I t I EXTERIOR ANCHOR PAIR 2.04" � I i ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. MAX. 1 I TRACK (INT. SHOWN) O.C. NOTES: III 5.64" 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6" MAX. I I I 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT F3 TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED —I 3.5" I -- 4-TRACK FRAMtE_HEAC15 ILA • • • • • • na ASTRAGAL 2 Ti_ C • • • • • • (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION tKAWE T SERIES 770 IL M!S }LM 14RIV70. SGO-770 NT� 10 22 .49'4PGTO130 iloIllIC7 RENFWFX m ,,,.laying wOh the Fbd& Buiding Cade 1 q _ 7 t Acreptunca Nagy_,_-,�Q G� Cxpi.d.a Mluml pxds. sct G•tldB•; • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • A. LVNN AaILLER. P.E. P.E.A 58706 2.04" -" -- \ 2.04" INTERIOR 2.04" INTERIOR 2.04 "+1" ANCHOR INTERIOR I \ INTERIOR I { { �1�4"' 7„4"DIAG. DIAG. 8.94" /6.12" 6.12' 3.5",3.5INTERIOR / EXTERIOR INTERIOR /{'. V INTERIO ! J INTERIOR // / 9/0 90` 3. CENTERLINE y\- / �!{ fp�- `'---=�,, ,----\� j°;y EXTERIOR-, ••�'j •3'f 4" DIAG. DIAG. I ~ OF PANEL I -►I 3.5" q" 2,04J EXTERIOR \ 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08" INTERI4"T INTERIOR J [ -� .04" 3-- 4 � 27" EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR EXTERIOR I-- yI \ Imo- 7" 90° CORNER 3-TRACK FRAME HEAD/SILL ("C6' ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 6.12" INTERIOR 4.08" EXTERIOR —1 3.5" I}- \/ 1 2.04" EXTERIOR / 4 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") INTERIOR 2.04" '-E;TE7 / XRIO8,R 8.94" 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+2" ANCHOR 2.04" 4" DIAG. CENTERLINE (~ OF PANEL 4.08 +1"ANCHOR "+3" ANCHOR 7.41" - --- 1 3.5" 7" -+ �/ 'u 2.04" �_ 4" DIAG. EXTERIOR j 67^ I _ 3.5" f I -- 7„ CENTERLINE CENTERLINE OF PANEL 4 OF PANEL 2-TRACK FRAME HEAD/SILL 4 INTERIOR ON "+2^ ANCHOR INTERMEDIATE ANCHOR LAYOUT AT ALL 3-TRACK CORNERS) / INTERIOR 2.04" I EXTERIOR 5.88" 4" I INTERIOR 90 3.5" 135" R . � I 4" 7" 6.12" + f 4"DIAG. \ '\r ! 1-6, , 6.12" 2.04" J 1 1-7 4" 4" DIAG. 3.5" -- � EXTERIOR "3 EXTERIOR 4„ 90' CORNER 135° CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL ("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1111TECHNoc0GY0RIVE 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N VENICE, FL 30P75 j IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. a 1/Qeo-lsoo R!•y JR 04105117 AOY°'""'- C NO CHANGES THIS SHEET CERT. OF AU7H. t/i929G EXTERIOR ALL n- VIEWS,_ D V _— _ _ 4"DIAG. RODUCT RFRlE*Tz '�•._.�., - — as e..plylaR whb the ilgti111J' 2.04" J uawcwwcoee (`T" 1126•Q3 " -�- Aettpfentc No_ 12 3.5CENTERLINE Etptrattau [>wce a25 OF PANEL aHatyf Llasts 4AwY•!'!' 2.04" "+3" ANCHOR 5" 4.08" 4" DIAQ 7" EXTERIOR _ 3.5" • •I • • • • • • N t lerV i 2.04^ • I�t-GNjRUNE. • • • • O ......'�li. • I Of PANE! • • • • • . .:_ F.N. 4-TRACK FRAME HE /glL • • • • • • i le. rs70C INTERMEDIAfgANCH LAY GT • • • • • •', '. (3-TRACK SIMILAR) STATEIra.�r�... i' 0' ANCHORAG AM:E CLI• IEV • • • J 'k;' :`.'ola .-. �� SERIES 770 ALLOM OSGD •LM P 7• • • • �' �4L ~,'"''` • • '�fl; Il il'•� zy. '"*1p0" """° `-" • '4*"" �"� `• • A. LYNN MILLER. P.E. sco-no NTS 11 " 22 PGTE130 C P.E # 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 �� E_ 2-1/16" " EXTERIOR — _ 114" MAX SHIM EMBEDMENT: 1 j� II�II "° N f SEE TABLE A, -1 U � N SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 2-TRACK FRAME HEAD w WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) ffr-w-n -41 EXTERIOR I _= a-- 2-1/16" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL ow WOOD INSTALLATION EMBEDMENT: SEE 1 TABLE A, SHEET 1 EDGE DISTANCE: 2X WOOD TYP., SEE ANCHOR I�1! SEE TABLE A, NOTE 3, SHEET 1 SHEET 1 I veil—� WOOD ANCHOR TYP., Ili I i SEE ANCHOR NOTES — & TABLE A, SHEET 1 EXTERIOR I IG 1/4" MAX. SHIM I-- 2-TRACK FRAME JAMB Gw WOOD INSTALLATION THIS SHEET. EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: r SEE TABLE A, SHEET 1 F- 2.1/16"' EXTERIOR 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD Bw WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCH SEE & TABLE A, SHEET 1 NOTE 3, SHEET ANCHOR NOTE 5, SHEET 1� f (1/4" MAX.) EXTERIOR �. a 2-1/16" I- - ►I^� 7 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL KO WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SI-iEET 1 1 1 r, EDGE DISTANCE: SEE TABLE A, 2X WOOD IIII�1*I SHEET 1 TYP., SEE ANCHOR NOTE 3, SHEET 1 j 112-1116" WOOD ANCHOR TYP., t SEE ANCHOR NOTES - & TABLE A, SHEET 1 `1,Yi EXTERIOR 1/4" MAX. SHIM--11-.- 3-TRACK FRAME JAMB Hw WOOD INSTALLATION N. VENICE, FL 34Z75 1941,1480-IWO CERT. CF AUTH A29296 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 F- 2-1/16"' 114" MAX. SHIM EXTERIOR a MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM METAL TYP., SMS ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 4-TRACK FRAME HEAD Cw METAL INSTALLATION SMS ANCHOR TYP., METAL TYP., OR SEE ANCHOR NOTES SEE ANCHOR 1 SEE R TARI F A RHFFT i/ NOTE 4. SHEET 1 ANCHOR NOTE 5, SHEET 1� (1/4" MAX.) ,- EXTERIOR a2.1/16" 4-TRACK FRAME SILL k.E- ,/METAL INSTALLATION NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11.. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEE ANCHOR li NOTE 4, SHEET i 2-1/16- SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 • • • • =HRE@DS• EXTERIOR • • ` • BF•YOYD iHE• • • i • • • ML•TAP • • i S�S=�IE �•'� 1!4" MAY•inlM • Imo-• • • • • • 4-TRACK FRAME JAMB Iw METAL INSTALLATION ANCHORAGE%', ` • • • SERIES 77 !S D 9 LM1 p • • ��sco-no Nib 12•w 22 * pPGT0130 C� t-liOG lCT RENEWED —+gym lying—itb mr Pbriis ol,tainc-& 19 • 11 26 03 Ampf—No-- Foinflou 1M1c_�u_i}�aLr R;11�•ii Wilc cdvRCfMb•1• �Il:l ill!/ .• • • '•�;/11 III',`` • A. LYNN PEA 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS CONCRETE EDGE DISTANCE: E PER TABLE TABLE A. SHEET 1 CONCRETE A, SHEET 1 2-1116 " PER TABLE _ A, SHEET 1 EXTERIOR _ ;:I :E TABLE A, J IMA SHEET 1 SHI PROPERLY SECURED 1X/�CONCRETEANCF WOOD BUCK TYP., SEE E ANCHOR NO' ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 2-TRACK FRAME HEAD Qc7 CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR OTE 5, SHEET 1 (1/4" MAX.) A EXTERIOR I a EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE2-1 /16" ' A, SHEET 1 I 7--- - MAX. MIN 4" (HEAD &SILL) ��= 1 - _ SHIM OR 6" (JAMB) SEE r I T1 DETAILS, SHEETS EXTERIOR I L 1/4' EXTERIOR MAX 10 8 11. EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: FSEE TABLE A, SHEET 1 I- 2-1/16"' NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 114 • DIAGONAL O C IS r SHIM a TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 3-TRACK FRAME HEAD da 4-TRACK FRAME HEAD Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION PROPERLY SECU ED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP , SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, S EET 1 TABLE A. SHEET 1 SE ANCHOR NOTE 5, SHEET 1� ( /4' MAX.) XTERIOR 2.1/16" EDGE DISTANCE: CONC SEE TABLE A, SHEET 1 PER T EMBEDMENT: SEE TABLE A, SHEET 1 A. SHE 2-TRACK FRAME SILL oc CONCRETE INSTALLATION / EMBEDMENT: SEE —~— TABLE A, SHEET 1 PROPERLY SECURED EDGE DISTANCE: SEE TABLE A, I WOOD BUCK TYP., 14 ) SHEET 1 SEE ANCHOR NOTE 3, SHEET I I, CONC./CMU ANCHOR 2-1/16' " TYP., SEE ANCHOR JI NOTES & TABLE A, "t, • . J SHEET 1 '; CONCRETE EXTERIOR n V ",_OR CMU PER TABLE 114" MAX. SHIM A. SHEET 1 NO CHANGES THIS PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 I (1/4" MAX.) 11 2-1/16"" 1 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 - 3-TRACK FRAME SILL Ec CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1 X SEE ANCHOR NOTES 8 WOOD BUCK TYP., SEE TABLE A, SHEET 1 7 ANCHOR NOTE 3, SHEET 1 1 EXTERIOR I a2-1116..�_._---.-1_� CONCRETE EDGE DISTANCE: PER TABLE SEE TABLE A, SHEET 1 A, SHEET 1 FMBEDMENT• SEE TABLE A SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: CO ./CMU ANCHOR SEE TABLE A, ., SEE ANCHOR I I�' SHEET 1 N TES & TABLE A, SHEET 1 PRO RLY SECURED 1XW OD BUCK TYP., SEE CHOR NOTE 3 ry CONCRETE _OR CMU TABLE E ERIOR V 1/4" MAX. SHIM _A I IPER I A, SHEET 1 3-TRACK FRAME JAMB Hc j CONCRETE/CMU INSTALLATION N VENICE, Ft 34275 (941) 460. 1600 CERT OFAUTH. A29296 4-TRACK FRAME SILL Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 ~ I ' EDGE DISTANCE: FFPROPERLY SECURED SEE TABLE A, I WOOD BUCK TYP., ; I SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 )' CONC./CMU ANCHOR 2-1/16"' TYP., SEE ANCHOR NOTES 8 TABLE A, SHEET CONCRETE OR CMU EXTERI • •PER4FAB♦lE lk im go* .!• P�SFSEELI 1/4" MAXg!v^ TLI m • • • • • • E 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION SERIES 77011LW.•SGD •LM*WAd?Cb • • scG•77o NTS 13 •y 22 • • •PG�130 1 CONCRETE PER TABLE A, SHEET 1 I,RODUCi RENEWP.O . rn nPb wg with the nw4t4 sw4l c cak arem .—N. V9-Ilz!•63 Isl^_ l --a _ BY NL•1.s1 Dndc C•o•ri VV • r�. . • A. LYNN kkCER, P.E. P.E# 58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: — & TABLE A. SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET 1 ILLUSTRATION, SHEET 9) DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: } SEE TABLE A, 26 EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES ID P-HOOK CONCRETE OR & TABLE A, SHEET 1 (ALSO SEE TYP. 2.693" MIN. CMU PER TABLE ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1 ®P-HOOK FOR USE WITH FLAT SILL RISERS •h+' PARTS #IS, #20. #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR NOTE 4, SHEET 1; TABLE A, SHEET 1 r ADAPTER SMS CMU PER TABLE MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, SEE TABLE A. EMBEDMENT: SHEET 9) SHEET 1 SEE TABLE A, DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 YI2.693" MIN. EDGE DISTANCE CONC./CMU ANCHOR TYP., SEE 26 MQ= ANCHOR NOTES 8 TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE ' _ 1 EXTERIOR 28 jI P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT: SEE I A, SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER PARTS #18 #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEDMENT: SEE ADAPTER CONCJCMU TABLE A, SHEET 1 I ANCHOR TYP., SEE — - - ANCHOR NOTES & TABLE A, SHEET 1 \ (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1-1/4" MIN. EDGE DISTANCE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED, 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. rfi00UCT RF,NEWED m eunlyiug »iih [he Flo,J& pulling C.& A=pi—ec No ( 126.0 3 F,xpin4Gon (lti�ee�.ei MFiuui Dade roe! Core•t • P-HOOK SMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES J n P-HOOK CONC./CMU / EXTERIOR ANCHOR TYP., SEED & TABLE A, SHEET 1 V ANCHOR NOTES & TABLE (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH X I RI R • • • • Kw PARTS #19. #21, #23 OR #25, Ke PARTS #19, #21, #23 Qjt 5, • • • • • • • • • • ��`� \`{ l l' V 1�' ' ""' METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EHIfERI•(• • • • • • • • • �� • .4,j• •, : ,,j`•`.' (SEE TABLES 1 A, 2A & 3A MOUNT (SEE TABLES 1A, 2A & 3 • T. • • • • w '•r . ` <<:, % FOR WATER RATINGS) ONLY __ FOR WATER RATINGSO • • c NL •• • • • • vG = 1070 TECHNOLOGYDRIVE •'� `r �`� I� N. VENICE. FL 34275 • • ANCHORAG 7A A • , ..,/�',/-; �. `;•. '. , MY' C, (941)480.16CO • • • • • • • i•.`i-. ''..�:. t:ii.✓%• ... _ , aaer CERT.OFAUTH.#29206 A 04105117 apC + NO CHANGES THIS SHEET SERIES 77OALWM•SGD• LMNMPACi • ma • ��• • 5,. "" " " �; • ♦ � N Cl� • j.' L'YN IL�.'E p.E: JR 10110114 SG6770 Nl� 14•122 •••PG�130 P. �ejo5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS'Aw' &'Ac', SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107.110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18: INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 DAAIM !"nDNICD LJC I AIL PANEL TYPE 'A' MAX. PANEL _ HEIGHT SEE NOTE 2 X #10 X 1-1/2" PH SMS MAX. UNIT._,__ WIDTH MAX. DLO_ WIDTH PANEL PANEL TYPE TYPE 'QS' 'AS' NOM. PANEL WIDTH TYP. PER TABLES 1-3 a a MAX. UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 EXTERIOR 90, PANEL CORNER DETAIL'N2', TYPE SHEET 19 & CORNER 'K' ANCHORAGE SHEET 11 MAX. UNIT MAX HEIGHT INTERLOCK DETAIL DLO PER 'M', SHEET 19 HEIGHT TABLES EXTERIOR INTERIOR 1-3 JAMB DETAIL'G3', SHEET X IGw' &SGc', SHE ET E2 & 1 '3 90. EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX SILICONE STRUCTURAL SILICONE SILICONE STRUCTURAL i!4• NOM. FOAM HERS POLYISOBUTYLENE— WITH WITH DESICCANT DESICCANT • EXT GLASS- EXT. GLASS—. FRAME CORNER DETAIL Part# Description Material 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 126 Quanex Duraseal Spacer Materials 127 Cardinal XL Edge Spacer #8 X 1" /• % // PH SMS ��' • INT. GLASS Cu-. KODISPACE 4SG TPS DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125• PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" HOT -MELT BUTYL 3/16" NOM. '—INT,GLASS ,25 SUPER SPACER@NXT"f _ ALUMINUM REINFORCEMENT POLYISO- /—DESICCANT FILL AREA BUTYLENE---—5116"NOM. 6/16" NOM. i SEAL BUTYL & —SILICONE SEAL DESICCANT— ROLL -FORMED FOA_� STAINLESS STEEL—� • j A, EXT. GLASS—, �• �- Y j EXT. GLASS 'jj ✓/ /�/i / : !.,• r•/ram-• • • • /� f`' INT. GLASS • • • ✓� i— MT. OL946 • DURASEA0 SPACER " (;P1 /\L. E["E'"'SPA(!ER N. VENICE. FL 34275 ANCHO A E AILb E t tL u 1 I t941) 480-1600 A CERT. OrAUTH #2s2ssyff. SERIESw17? AI UM. SGD • ilAVI AGTo• i 04X75�17 C NO CHANGES THIS SHEET a +..•ex aw ySGD-770 • NT 15 •PGT013S • • C nava ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rRODUCt RENEWED as canpi)i.g with toe FkakYs 6"dug Cade 11-1124 •03 Ae I;X ce No Expim4oa Dale- I?J� Z Y' I, kk IT7L,--"_ Mums OWWd Praduu Ca•R••l ij .. ..`i` A. LYNN M'LLER. PEE. P.E.# 58705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 DLO /FIXED JAMB DETAIL'G2', T;ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL INSTALLATION SHEET 18; MAX. SHEET 18; INSTALLATION ETAILS'L7' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw' &'Ac', WIDTH JAMB DETAIL'G3', SHEET DETAILS'GW &'Gc', L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13 SHEETS 12 & 13 18; INSTALLATION DETAILS SHEETS 12 & 13 �'Gw' &'Gc', SHEETS 12 & 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' M NOM. PANEL UN HEI WIDTH TYP. PE MAX. PER SEE TAB DLO TABLES 1-3 NOTE 2, 1- HEIGHT SHEET 15 �0 a a MAX UNIT WIDTH ( A GHT 1 PANEL MPANELPANEL TYPE TYPE 'CS'IT SILL DETAILNOM. R D',SHEET MAX PANEL LES E WIDTH TYP. 3 INSTALL DLO PER DETAILS HEIGHT TABLES 1-3 'Dw' &'Dc', SHEETS 12 & 13 ,LiLd X �l x' — PANEL m TYKE °z INTERLOCK DETAIL MAX. 'M', SHEET 19 A UNIT HEIGHT 90° OUTSIDE CORNER PER DETAIL'N1', SHEET 19 & SEE TABLES CORNER ANCHORAGE NOTE 2, 1-3 SHEET 11 -IEET 15 INTERIOR EXTERIOR NOM.PANEL X WIDTH TYP. PER TABLES 1-3 L SEE FRAMES I PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW &'De, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XXIXX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & ///_, L2, SHEET 19� INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13� ,--JA�• HEADER DETAIL (1 1 MB SHEET P-HOOK DETAIL'J' &'K', SHEET W, SHEET 18; 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12'% SHEET 18; INSTALLATION 'Hw' &'Hc', SHEETS 12 & 13 Jc','Kw' &'Kc', SHEET 14 DETAILS'BW &'Be', DETAILS'Iw' &'Ic', SHEETS 12 & 13 SHEETS 12 & 13 MAX UNIT WIDTH �MAX. UNIT WIDTH -7 MA)' HE F TA PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R'L' M' 'F' UNIT NOM. w ;HT ER PANEL WIDTH TYP i i / 3LES MAX. SEE PER -3 DLO NOTE 2, TABLES 1-3 HEIGHT SHEET 15 X 0 X X EXAMPLE: OXXXp (3-TRACK, RIGHT POCKET) SILL DETAIL'E', SHEET 18; INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 I JR I 04/0S/17 1 C I NO CHANGES THIS SHEET. 1 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' 'F' -F' P. NOM. PANEL WIDTH TYP. i SEE MAX. PER ---NOTE 2, DLO TABLES 1-3 SHEET 1 HEIGHT MAX. UNIT WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'Cw' &'Cc', SHEETS 12 & 13 MAX. UNIT HEIGHT PER TABLES 1-3 x x EXAMPLE: XXXO . •' S1`I�DETIyI�'F',IEEr'8;•- (4-TRACK, BY-PASS) INSTALLATION DETAILS 'Fw' &'Fc', SHEETS 12 & 13 r.0!A!CT RENEWED :gnu}ly;ng nftA me Plo.lalc. UvidiaK Cade Ac<rpluaax No (g — i / z Expiraliva Dale 2 �Z r biis>•tY•3aP acl (:aNlpr•,� .......... • .. 60705 y70 TECHNOLOGY DRIVE a'�'�b1i N. VENICE. FL 34275 EXAM? e LL•(► ION • • • (947)480-1600 CERT OFAUTH. 020206 SERIES:7b AN. SGS • WMAGT • - ., a 8F Ry.sc�a7o • NT 16 1 -020 1 PGT01319 • • `• N. LYNN MILL4A, P.E. C• P.E.tt 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 2-TRACK JAMB 6" LONG CLIP #105 toy @ W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO �7 THE INTERIOR) 1 yEXTERIOR �L y G2 X 123 FULL LENGTH #10 X 3S� OF JAMB SMS, 3 2-TRACK JAMB i . 4 _ 6" LONG _ 80 CLIP #80 OR #105 W/ RETAINER #123 (SHOWN WITH _- MIDSPAN FIXED PANEL TO 60 OR 61 EXTERIOR THE EXTERIOR) EXTEF G SHOWN WITH OPT.SCREEN TRACK EXTERI a lah2-TRACKW/SCREEN A FRAME HEAD G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 15 112 40 G4 2-TRACK JAMB 51 52 W/ SCREEN IL 53 EXTERIOR 3 v 113 5 EXTERIOR 69 a 3-TRACK B FRAME HEAD ®2-TRACK W/SCREEN D FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. NO CHANGES THIS SHEET. FULL PANEL JAMB LENGTH LOGK PART 75 6 107.11 17 i0 OR 61 16 5 5 SEE DETAIL G1 FOR FIXED 80 PANEL CLIP LOCK PART 75 S 107-11 SEE DETAIL G2 103 FOR FIXED 5 600R 61 PANEL CLIP 103 5 _ 1 16 17 IL EXTERIOR V n EXTERIOR60 0R 61 EXTERIOR EXTERIOR 3-TRACK JAMB H7 (SHOWN WITH OPERABLE PANEL) 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB H2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 0, (11 EXTEF G EXTERIOR EXT 72 OR 73 9 11 113 5 ®3-TRACK E FRAME SILL I110 TECHNOLOGY DRIVE N. VENICE, FL Isal)ae0-t600W CERT OF ALI7H. #19286 �FP=n 4--TRACK MAX. UNIT FRAME HEAD HEIGHT PER TABLES 1-3 rRODUCT RENEWED ■s —pIYI.K.i'b thr Florli6 0uldtng Cmlc ( I/zG •03 Acrrpnna Ne�� f ExPiratfou Ihtr —5.- eN»fd Dnlr P . a B,awA (4TRACK • •• • • • • • 4=,a• ' FF' LIE SILLS i i • i • • �n •• ••• •• • • • •• - �,�%U� SER/ES:A AOM. SGU • iMJMkAGT • - sGoa70 NT 18 a t2• • • PGTO136 • • air •� r..; • A 7LVNN MILLER. P.E. C• P.E.# 56705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) l 5 1 4 INTERIOR 61 113 1 1 EXTERIOR P-HC EXT ID EXTERIOR // 67 STANDARD ASTRAGAL #67 KO WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) DEXTERIOR EXTERIOR EXTERIOR HEAVY-DUTY ASTRAGAL#66 L2 WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) ®90` OUTSIDE CORNER ®90° INSIDE CORNER N7 2-TRACK SHOWN N2 2-TRACK SHOWN OR ID EXTERIOR INTERLOCK ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-6 FOR DP (PSF) ASSOCIATED WITH STILES. 4 INTERIOR \ 5 135° 4 INTERIOR 31 LOCK PART 75 & 107-11 5 4 INTERIOR I 11 7 -µoptjCf RENEWED a' —plied R11 the bicTw Bnidia^Cadc 1�' I(Z4 • 3 Aeaepta." No / F.spinfion Uale) )a j�aZ 1 fly_ u L. ^A- BY/r Miami Dad: iwtau L'wu•t 135` l Y — 14 5 61 32 103 61 �' EXTERIOR 61 4103 ,,•;; I11!t; , 32 61 EXTERIOR LOCK PART 31 14 7 • • • • • • • •-.:.'�•10ER' 135° INSIDE CORNEF� • • • • • • • • ' 75 8 107-11 02 2-TRACK SHOWN • • • • • • • • • • • ® da 135' OUTSIDE CORNER O7 2-TRACK SHOWN • • • • • • • • • • • • 1070 TECHNOLOGY URlVE '�"` N. VENICE. FL.74275 HORIZV TjAL•S1jCTIOIy T a. , CO IC • - �- % `S� ,: • "•i'I `7� (941)4B0-tE00 U7C71!! r�1.�' ' `� a CERT. OFAUTH. #292J0 SERIE97 UM. CGD-4LMNMPACT • • T 1 r 1' I ; ; I 1 ` JR 04/05/77 C NO CHANGES THIS SHEET. w„Mee aau: cn.�.o�Or o .,arw . n w� •,• & • NTJ '19 " L • � PGTO1-t•• � A. LYNN MILLER, P.E. P.E.#58705 JR 10110114 SGD•770 • • • • • • • • • • ••• • • • ••• • • WGT# 9•7306 PGT# Description 617306 2-TRACK HEAD 7303 617303 2•TRACK HEAD WITH SCREEN RAIL7309 I 6173D9 3-TRACK HEAD 7312 617312 4-TRACK HEAD 7314 617314 FRAME SCREW COVER 7317 617317 FRAME HEADIJAMB ADDON 7304 617304 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 9 17307 617307 3-TRACK SILL 10 1 17310 817310 4-TRACK SILL 11 1 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADDON (SEE NOTE 3) 13 17316 617316 FRAME SILL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 617305 2-TRACK JAMS 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 17308 6173D8 34RACK JAMB 17 17311 617311 4-TRACK JAMB 18 17322 617322 SILL RISER -FLAT, FLUSH, 1-12" 19 17319 617319 SILL RISER -BOX FLUSH. 1-1/2' 20 17321 617321 SILL RISER, FLAT. LOW. 2.1/2" 21 17318 617318 SILL RISER -BOX LOW, 2-1/Y 22 17355 617355 SILL RISER -FLAT. MEDIUM, 31/4" 23 17354 617354 SILL RISER - BOX MEDIUM. 3-114" 24 17323 617323 SILL RISER - FLAT, HIGH, 4" 25 17320 617320 SILL RISER - BOX HIGH, 4" 25 17333 617333 POCKET P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 POCKET P-HOOK MOUNT 29 17335 617335 P-NOOK COVER 30 t7348�j 617348 POCKET P•HOOK FOR BOX RISER 31 17378 1 617378 1135 CORNER 32 17376 1 617376 1135 FIXED MOUNT ITEMS 40.53 ARE SCREEN PARTS. 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL. 49 4344 84344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPL14E - 165' 52 1694 61894 SCREEN SPLINE - 150" 53 61816C20 SCREEN CLOTH 54 1725 112" X 4' X 1/1V SET. BLOCK, NEOPRENE 85 +I.5 55 1726 l' X 4" X 1116' SET. BLOCK, NEOPRENE 85 +1-5 04/05/17 1 C I NO CHANGES THIS SHEET. crwa."' — 1&10/14 Rem DPGT# PGT # Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VNYL BULB WSTP. - THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 817339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP 8 80TT014 RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1.1/2' X 1" X 3!4" HIGH FIN SEAL DUST PLUGS 72 8163 78153X TANDEM ST STL. ROLLER ASSY 73 8153 78163N TANDEM NYLON ROLLER ASSY 74 SILICONE DOW-899, DOW-995 OR GE-7700 75 8185 7B785X GEMB-8 MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 76 71032X1FPFX #10.32 %1' FL. SS SCREW W7 TYPE 'F' TIP 77 7103239 10-32 STEEL ZINC U-NUT 79 17357 617357 1" IG BEAD 80 17359 617359 7116" BEAD 1 FIXED PANEL CLIP 81 17360 617360 9/16" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, 1/2' X 1116' SGL. SIDE ADH. TAPE, POLYETH, 100 SM2 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 1 71696 JOUST PLUG 103 8186 78186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP - 6' LONG 106 17352 617352 FIXED PANEL RETAINER - 9!16" 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 1DB 1740 71740 ANDLE K HIT - RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL III 710X34PPSDAX #10 X 314' PH. PN. TEK • S S. 112 1235 67516 WST.. P270 X 170 - FIN SEAL 113 1712 64066 .187" X.230" FINSEAL 114 1 71OXI 15PPX #10 X 1-1l2" 115 710XPPT 1#10X 11 116 720XIX 1#14-20 X 1" S.S. 717 720X1 12X #14-20 X 1.12" S.S 118 17336 617336 190 DEGREE CORNER RECEIVER 119 17337 1 617337 190 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 611733E 90 DEGREE INSIDE CORNER ASTRAGAL ND 123 17352 1,17352 PANEL RETAINER. VB" NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33.39, 56-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @ 24" MAX. O.C. rRODUCC RF.F%WW oa cu'nPIy1nK ;vi14 Ne FMrTQG BuWi4p r'.1�r c1 AscrPtwwr No' ! 'I i �E'O� 4;spir4ll4R taste �' t� _ : „ tlt:l:i1 •• •• • •• • • • •• — — -1 -� `V !i.~F-r j • jV �t ✓ 0 A. L NIN MlEkR. P.E. • P.E.# 58705 070 TECHNOLOGY DRIVE N VENICE. FL 34175 CERT OFAII7H.4129296 0�x °i1Ob°d` PARTS L7 T • • • • • • • • • • SERIES 4770ALWN. SGL6- LM *VWCT • • wFSGD-770 •Il �.•, N I J �'^' ,•,., ';O r' 2 j • • •P —T013 j • • A� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5.069' 8.562" r 0.080" 1.211" 1 1.505" } 0.081" 02-TRACK HEAD 10 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.198" 1.211" tTv --I 0.081" O2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 6.526" 0.080" r 1.505" OB 3-TRACK SILL (6063-T6 AL) 7.105" 6.221" 1 0.080" 1 211" L1.A 1.505" } 0.081" O 3-TRACK HEAD O 2-TRACK SILL WI SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142" 4.49" 0.080' 1 211" 1.505" 0.081" 4O44RACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) tl 51�4"1.514"1.260" 0.060" O6 FRAME HEAD/JAMB SCREEN ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 000S117 1 0.062" 0.532" ` f! - I 1.516" FRAME SILL SCREEN t2 ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. III--- 0.060" 0.760" 1.990" -- FRAME SILL SCREEN 19 END ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3116" MASONRY ANCHORS @ 24" MAX. O.C. 070 TECHNOLOGY DRIVE N. VENICE, FL 31275 (941)460.1600 CERT. OF AUTH. #29296 -y 1.36" --I 1.872" D 0.062" -► 1.019" zl- 0.081' -- SCREEN } 1 ao STILE 8^ (6063-T6 AL) 5.069" I-"- 1.045" 1 1.993" - 0.062" 14 2-TRACK JAMB 45 OSCREEN TOP RAIL (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB W/ t5 SCREEN TRACK (6063-T6 AL) • • • • KTRUSIEJNS• • • • =RIES:17D 4 &M. ,$G% • •+ • i SCO-770 • NT9• 21 � !2 1.36" --{ 0.875" 1.99-3"1 0.062" 0.081" SCREEN 46 BOTTOM RAIL (6063-T6 AL) vRODUCr RENEWED "c"10)4n4.1tb the Flor4tk BW6,g Code A -pi- Netq-I(z6•a3 9.141" E.Plution iyatc � ,ZpZs:� � I l�:,l::sidDret6:Yredra%1'b�4xd^• ,t•,ulu; (6063-T6 AL) UL-F :MpAGT•• : -L • 6"+1^0 • "• • A. LYNN MILLER. P.E. • PGT013s • • C• P.E.p 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.016" 0.718" - 10.83" I� II 2.30II I��)--- 3.802" � I L �" � 0.752" 3.802" � 1 �0752' I L 0.885" 0.574" 0.796" 1.163" 1 0.062" 0.080.. 0.062" } + 0.264" } 0.075" J 0.233" J 0.062" f- 0FRAME 11 SILL O P-HOOK MOUNTING f P-HOOK SCREW SCREW COVER TRACK 2s P 063-T 2a zs ao P-HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL (6063-T6 AL) ADAPTOR COVER 0.080" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) .155" 2.30' 0.080" 0.830" 1,974" - 4 2.44" 3t 135" CORNER (6063-T6 AL) 11.41818".080"0" 32 135" FIXED MOUNT (6063-T6 AL) 3.979" 0.075" 1.645" 0.125"" s7 STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.757" 0.050" tos FIXED PANEL CLIP (6063-T6 AL) 550" 0.709" 0.080" FIXED PANEL tOs RETAINER, 9/16" (6063-T6 AL) 0.080� T10.70 0.863 U9" - FIXED PANEL 123 RETAINER, 7/8" (6063-T6 AL) JR 1 0410M 7 1 C I NO CHANGES THIS SHEET Wain GY Onw LNr N9Y Ow: JH fona74 _ 0.281" - 4 1- HEAVY DUTY ASTRAGAL (6063-T6 AL) 4" o.osz^ j1.6600 3.125" so STANDARD STILE (6063-T6 AL) Imo- 4"� _;_� �===n 1 0. 10.133", J 1.600 3.125" st HEAVY DUTY STILE (6063-T6 AL) 4.125" �1T 1.645" 0.062" J 1.304" 3.25- --I� 1.739" �) N0.062" �I 1,303" 1- 1.888" 0.325" I 0.062" s2 INTERLOCK 65 INTERLOCK ADAPTER OSCREW COVER (6063-T6 AL) (6063-T6 AL) 1.050" 1.050" 1.050" -�- D .._ 25" 611" J� .485" -J, I1 f .045" 79 GLAZING 80 7/16" GLAZING B1 9/16" GLAZING BEAD (I.G.) BEAD, FIXED BEAD rROltu(TgEHEwEr, (6063-T6 AL) PANEL CLIP (6063-T6 AL) "-Pt34-9- th the F1.40- (6063.T6 AL) Dxidiug Cod, Ampme No '0.3 1.03" £spintloo U m--Z-x) 4" 5.621 " 91 #�I Prawn f:rt 1rH 4' 69 TOP/BOTTOM RAIL (6063-T6 AL) 2.893" 1.498" 0.133" J 1.498' lI 0.080" I �- 5.621" -� 1 2.826" tts 90" OUTSIDE CORNER ASTRAGAL tta 90" CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) N VENICE. FL 34275 (941) 480-1600 CERT. OF AUTH.#29296 SCO-770 0.133" 4" • 20 °�INMECORIQE A T G L• (60 • • • ® • • • • • • •• • • • • ••• • •• ••• •• • • • •• ••• 6D%41141P1 Ci • • a 22D • •--u!•GT0130• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n " A. LYNN MILLER. P.E. P.E.# 58705 M IM IA DACE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ANCE PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing. ttha use of constr1iction materials. The documentation submitted has been reviewed and accepted by Mi� jpade C01W.$ER - Product Control Section to be used in Miami Dade County and other areas where gU9 vg4 by the Authority: Having Jurisdiction (AHJ). *see see* This NOA shall not be valid after the expiration date stated below. The Miami -Dade Comity Proanel•Eontrol• •; • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Coanty reselve V% right• • • • • to have this product or material tested for quality assurance purposes. If this protiUet br mateiUl fdils to perform in the accepted manner, the manufacturer will incur the expense of such t$S' A:ind the A*RJ may immediately revoke, modify, or suspend the use of such product or material within 1:heirjurisdiXan.* •RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade tountl Procri,Lcl ��ontrol ; • • • • Section that this product or material fails to meet the requirements of the applicable building code.. . .. • This product is approved as described herein, and has been designed to comply with the Florida Building . , , ., r. . _ , . .. __ . DESCRIPTION: Series "PW7720A" Aluminum Traced Window — APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.11 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 Manuel Perez, P.E. PR APPR4dED 'i NOA No. 18-0430.05 Ex:Approval ion Date: February 19, 2024 Date: August 23, 20 age 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines: '-� sheets 1 through 11 of 11, dated 04/12/13, with revision C dated -06/Q6417, prepwted by • • •; • manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • '. ...... .. .. ...... B. TESTS .... .... . . 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading ph &RC, TAS 2@e94 • • • • • 2) Large Missile Impact Test per FBC, TAS 204•14-; ; • ; • •' • • 3) Cyclic Wind Pressure Loading per FBC, TAr203-94 along with marked -up drawings and installation diagram of a Msliding.glas$ door,....:. a PVC fixed window and an aluminum sliding glass door, using: KodispacE 4SG TPS. • spacer system, Duraseale spacer system, Super Spacer® NXTTrf spacer systrn-,%d XL:- - EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Uabblatory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) -ManuelTN96, fE. Product Control F#anfiner NOA No. 1 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014) and FBC 6" Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 *see . . .... ...... D. QUALITY ASSURANCE • • .: ' . .. .... ...... 1. Miami -Dade Department of Regulatory and Economic Resource �s�(R). •.•• .... E. MATERIAL CERTIFICATIONS ' ....' ' ....' ..... 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Ameritr l' lc. for4ftt4 • •' • • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlaylts"hted 011119/17, •�"�: expiring on 07/08/19. 0 0 * • 0 : 0 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. f6t thelf 0• "SentryGlas® (Clear and White) Glass Interlayer" dated 06725715; expi�vg op • 07/04/ 18. sees 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Per E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6t6 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by mpm4kprer, signed and sealed by Anthony Lynn Miller, P.E. • • , 6669 • • • •: • 3. Proposal No. 16-1372B issued by the Product Control Section M S 11/09>,. igned ... by Manuel Perez, P.E „� • . 4. Proposal No. 16-0125 issued by the Product Control Section, dated.o3/09/16s�+ig. 0 • ` by Ishaq Chanda, P.E. .... .... ..... 5. Laboratory compliance letter for Test Report No. FTL-7212, �=8d.03/2 L1 3;'?igned! w::: and sealed by Marlin D. Brinson, P.E. • (Submitted under NOA No.13-0502.03) • . . .. . ...... 6. Laboratory compliance letter for Test Reports No. FTL-3835- and- FTL48% dated;.. 07/18/03 and 07/31/03 respectively, all signed and sealed by Josdph C. Chatf,P.E, ' (Submitted under NOA No. 03-1105.01) 0 0 • G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel Pe6eKPX. Product Control ExknjAer NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and A.NSi-497.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a sejj••.• es.t' i7620T/P*/P720 aluminum fixed window, prepared by Fenestration Testing Labo�br-y, Inc., T@st Report No. FTL-18-7763, dated 03/19/18, signed and sealed by k6kl is Ortogaj.P.E. C. CALCULATIONS "" • • • • • 1. Anchor verification calculations and structural analysis, compl '0 OA th FBC 611 Edition (2017), prepared by manufacturer, dated 04/19/18, sig*d and seal;0 bX Anthony Lynn Miller, P.E. ' ' D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) ••••.• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701 /720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and expiring on 02/19/19. ly Manuel Perez roduct Control ExatqLnfit NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER / ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN I-1/2"THICK ARE TO BE C(SDEXD ED A 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNISHEET INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICAS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STURF. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSV OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).12" MAX. O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEWALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERSHEFRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVESEALING/FLASHING STRATEGY FOR WATER RESISTANCE 0 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYONSCOPE OF THESE INSTRUCTIONS.6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCAWHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. HIMSTCAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUC iOTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST L-1 12" MAX IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL•3835, 3850, 7212 8 18-7763; ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAFBPA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 7201820 SERIES. CODES / STANDARDS USED: *2017 FLORIDA BUILDING CODE (FBC), 8TH EDITION •ASTM E1300-09 •ANSIIAFSPA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 49" TIP -TO -TIP WIDTH 48" BUCK WIDTH - _ IDTH B IS GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS_ ................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION. EQUAL -LEG....... 7 INSTALLATION, INT. FIN A...........8 INSTALLATION, INT. FIN B...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES ................ 10 PARTS LIST ................................... 10 TART F 1 6.1/2" MAX. A y8„ C - LICK SHEET 7 4 J IGHT L 93.11 - VISIB E 12" MAX. LIG O.C. HEI er' TIP -TO - TIP HEIGHT _ 12" MAX. O.C. 6" J MAX. FIGURE 1: 12"O.C. 1 / MAX. 12" O.C. MAX. / 8" MAX. Ty ri lon 7118"Lami 3/18"An-.090"PVS-3/18-HS Sheet 2 2 7! - . 3 3 1.1/16' Wmi. IG3116' T-7116"Air -3/18"An-.D90'PVS-3/16"HS 2 4 1.1/18'Lami.IG 16"T-7I18"Air-3/18"HS•.090"PVB-Nl6'HS 3 5 7116" Lami (3118" An - .090' SG - 3l16' An) 4 8 7116"Lami 3/18"HS-.090"SG-311VHS 5 7 1-1116'Laml.IG(3/16'T-7/16"Air-3MVAn-.D90"SG-3116'An 4 8 1-1I18' Lem IG(3/16"T-7/16"Air-311V HS-.090"SG-3l18'HS)5 "SG' - "KURARAY SENTRYGLAS" INTERLAYER' BY KURARAY AMERICA, INC. "PVB" _ "KURARAY TROSIFOL• PVB INTERLAYER" BY KURARAY AMERICA, INC. 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH +D, SHEET 7 DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE 8 SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANCE �-- 48' BUCK WIDTH 45 1,4" VISIBLE LIGHT WIDTH 6" MAX. _ F. SHEET 2" • G I I E. i 96" G, BUCK HEIGHT 93-1/4" VISIBLE LIGHT 1 HEIGHT i }T 5., MAX J O.C. I I +{ �- 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION G " VISIBLE LIGHT HEIGHT / 96" BUCK HEIGHT _ F, H I— TYP. FIN FRAME ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. �WIDTH WIDTH [--WIDTH WIDTH 0 WI I WI x`( x 1 1 iL J i L— —J f---WIDTHF-- WIDTH --I I-- WIDTH +{ I— WIDTH --I — . T. T ---L r— —� Tr • 1L— ... x I I i 1 ••.• •• r L J I•�—WIDTH I-- WIDTH WIDTH WIDTH --j = : : . ;, T I. : 1 .... ..0 •I i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JR - 03/16/18 -UPDATED VALUES AND SIZES FOR GLASS TYPES 5-8. SERIES NAME CHANGE TO z 7720A FROM 720. W ? 16 Y U) LO 'Tra v O Na7�Q Z O a0 N O � p U)cc Lu f Z m o J u ma,0 3:W U d o 0 LU _U F LU W U' ONO o> a 2 o Z O O U Q lL O J Q J W ® m Z .6 U) 1aa45 O O Z zZ alo,S Qo o g ¢ w O W X W W n LL 1 (9 SC D. -Wi sap s "a5 / Ly VIC SLc •'• :�� * ; No. 58705 Vl `� i iP, -"LORION.. •'G\� �ONAL IEN A LYNN MILLER, P.E. P. E.# 58705 I /1tlLt L: Window Design Pressure (+/-, psf) for Glass Type 1 Side, n m TI In 68-718 73 77 1 81 85 1 89 1 93 97 101 105 110-112 31 +1-80 +1.80 +1.80 +1-80 +/-60 +1-80 +/-80 +/-80 +/-W +1-80 33 +/-80 H-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-60 +/-W +1-W +/-80 35 +1-80 +/-80 +/-BD +1-80 +/-80 +/-W +/-80 +1-80 +1-80 +1.79.8 +1-79.4 «/-80 +/•80 +/- +/-SD +/-80 +1-79.7 +PT7.2 +/-75.1 +/-T34 +/-72.2 3g r1-80 +1-80 +1.8p +l-80 +/-80 +/-78.1 +/-75.2 +1-72.5 +1-70.3 +/-68.5 +/-65.3 41 +1-80 +1-80 r1.80 +l•79.8 +1.74.3 +/-71.3 +1-87.9 +1-65.1 +l- .4 +/-61.6 - +/-80 +1-80 +1-80 +/-77.4 +144.3 +/-71.3 468.2 +/-64.7 +/-61.6 +/-59.8 +/-58.2 F +1-80 +/-80 +/.78,9 +l•7 4 +/-72.1 +1 9 +/-65.6 - .2 +/-59.7 +l•57.5 E +/-8p */-80 +1.77.2 +l•73.8 +/-70.1 +1-66.8 r683.5 +I-80.3 +157.7F BO +1.79.3 +l-75.8+1.71.9 +148.3 +/-64.9 +1.61.5 +1-58.2 80 +/-77.6 *l-74.1 +/-70.3 +/-66.7 +1.631 +/-597 r47 9.1 +/-75.6 +/-72.4 +/-68.8 +1.65.1 +/-61.57.4 +/-73.8 +l- 0.5 +1.67.3 +1.83.5 75.8 +/•72 +/-68.8 +1.65.3 74.2 +1.70.3 +/ .8 72.7 +/-68.7 +/-85 71.2 +/-67.169.7 +1-65.568,3 68-718 1 +/47 1- -, 11 IIY-IV-II. 1JIMCPIJIVIYJ THE TABLE TO DETERMINE THE WINDOW SIZE, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+/-, psf) for Glass Type 3 Long Side, TIP ID TIP (In 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 31 +/-80 +/•80 +1-80 +/-80 +/-80 +/-W +/-80 +A80 +1-80 +/-m +/-80 33 +/-80 +1-80 +1•80 +1-60 +1-W +/-80 +l-8D +1-80 +/-80 35 +/-80 +/-80 +/$0 +/.80 +/-60 +/-80 +1-80 +/-80 +1-80 37 +/-80 +1-80 +1-80 +/-BO +1-80 +/-80 +/-80 +/-80 +/•80 +/-80 +/-80 39 +/.80 +/-80 +!•80 +/-80 +/-80 +1.80 +/-80 +/-80 +/-79.4 +/-76.4 +/-74.3 q +/-W +l-8o 41AO +1.80 +/-80 +/-W +1-W +/-76.7 +/-73.5 +/-70. +l-69 -c- 43 +/-80 +/-8D +/-80 +l-80 +1-80 +1.80 +1-77 +/.73.1 +/-69.6 +/-66.9 +/-65.2 F 45 +/-W +1-80 +1-80 +1.80 +/-80 +1.77.8 +1-74.1 +1-70.3 +1-67.5 +/-83.9 E 47 r/-80 +1.90 +1-80 +/-10 +/-79.2 +/-75.4 +1-71.7 +/-68.1 +1-65.1 F 49 +/•OD +/-80 +/410 +/-80 +/-77.2 +/-73.3 +/-69.5 51 +/-80 +1-W +1-80 +/-79.4 .1.75.3 +1-71.3 +/-67.5 53 +/-80 +/-80 +I$0 1 +l-T7.7 +/-73.5 +/-69.5 ur 55 +/-80 +/-80 +/-79.6 1 *1.76 +!•71.8 57 +1-50 +1-80 +/-T7,5 1 +/-73.8 m 59 +/-80 +/-79.4 +/-75.4 61 +/-80 +1.77.8 +1.73.5 63 +1-60 +/-75.8 65 +1-74 67 +/-77.2 8&7I8 1 +/-74.9 1) TIP -TO -TIP DIMENSONs 5HOWN. rvn IN I tto ....-._.._.- THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 3116" TEMPERED GLASS - 7/16" AIR SPACE 7116' LAMINATED GLASS STACK 4S-_ INTERLAYER EAT STRENGTHENED G 3/16AN LONG SIDEBITET!SHORTTSIDE GLASS TYPE 1 -r-- I- LONG SIDE SHORT 6 SI+DE A -S_ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1.1/16" NOM. GLASS STACK GLASS LAMINATED GLASS STACK 3/18" HEAT '-STRENGTHENED GLASS 3116" ANNEALED GLASS .090' PVB INTERLAYER 11 5/8" GLASS BITE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -I SHORT SIDE " LONG SIDE -I SHORT �T SIDE W Lj z m Y O > a v O to alo0 0 N m uuu�� N N O -I Z U. L Z J © uwa0 D m W r � L LU U rJ -c5 0 co W S CD OMO C) o 0 Z O g N W LL o N J Q Q co Z W cr 71145 N u 0 � Z 0 a O z Ir aw:5 C O �i 11 Z W Lu C U X W �j LL o a awl sa0 r S LYNN ..... ��?.•''`10ENSE'•. * No.5Vvivsr 87055 /S 1 1 NA� O A LYNN MILLER, P.E. RE It 58706 Window Design Pressure (+/-, psf) for Glass Types 2 & 4 Lom Silo TiD to Tiv fin) 68.7/8 1 73 77 81 85 89 93 97 1 101 105 1 11D-1/2 113 117 121 125 129 133 31 +/-80 +/.80 +/-80 +/-W +1-80 +/-80 +/-80 +/-80 +/.80 +/.80 +/-80 +/-80 +1.80 +/-80 +/.80 +/.80 +/-80 33 +1-80 +/-80 +I.80 +1-80 +l-80 +/-W +/-80 +/-80 +/-80 +/-80 +/-80 +/•80 +/-80 +/-W +1-W +/-80 +/-80 35 +1-80 +/-80 +/-80 +1.80 +f-80 +l•80 +1.80 +1-80 +/-80 +/. 80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 37 +1.80 +/-80 +/-80 +1-80 +/-80 +1- +/-80 +/- +/.W +1-80 +1-80 +/-80 +/40 +/-80 N-80 +/-80 W71 39 +I.80 +/-80 +/-80 +/-80 +/-80 +/-W +/-80 +/-W +1-80 +/-80 +/-80 +1•8D +/.SO +1-80 41 +1-80 +1.80 +1.80 +1-80 +/.W +/-W +/-W +/-80 +/-80 +1•80 +1-80 +/-SD 43 +1-W +1.80 +/-80 +1-W +/.80 +/$0 +/-80 +1.80 +/•80 +1-80 +/.Bo Ia 45 +/.s0 +/-W +1-80 +/-80 +1-80 +/.80 +/•80 +/-W +1-80 480 0 47 +1.80 1 +/-W +1-80 +/.80 +/-80 +/-80 +1-80 +/-80 0- H 49 +/-80 +/-80 +/-80 +1-80 +f-80 +/-80 +1-80 +/.W $ 51 +!•80 +/-80 +1.80 +1-80 +f-e0 +1-80 +/-80 63 +l-80 +/-80 480 +/-80 +f-80 +/.79.1 +1.80 +/-80 +1-BD +!-80 +1-78.6 N 57 +1.80 +/.80 +/-80 +1-79.1 59 480 +/-80 +/-80 61 +/-80 +1.80 +1-79.3 63 +/-80 +/.W 65 1 W +/-80 87 +l-80 IF 6&718 1 +/-80 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, 7116" LAMINATED GLASS STACK .090" PVB INTERLAYER 3/16" HEAT &16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 4 11 518" GLASS 617E EXTERIOR a GLASS TYPE 2 1-1/16" NOM. GLASS STACK GLASS LAMINATED GLASS STACK 3/18" TEMPEREG GLASS 3/16" HEAT STRENGTHENED GLASS �13/16' HEAT STRENGTHENED GLASS 7/16"AIR SPACE .090"PVS INTERLAYER EXTEI G GLASS TYPE 4 NTE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �- LONG SIDE SHORT SIDE + SHORT -L� SIDE I- LONG SIDE --I • • • • • SHORT • J•�DE • • • I LONG SIDE •• ••• •• • • • •• SHORT (- SIDE • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • •• •• • • • •• •• PRODUCT• REVISED a. coml4yi08 with the F10M. Buiidng Code Acreptanoe No 1 R Ori . T�pimtl0n late ��. d'n9W1 NO CHANGES THIS SHEET. LU c+1 Y 0 Ix 0 fro v O �1e0 O QO i0 N Z 0-' INnS 0 J O am Z T8 u d = W S2 o g U(.5d OLU CD ~ w ` 0 aN 0ma Z0 N O U g m ® y; U) W m raav$ F Z 3 N LU Z Q 0 Z_ Of O O 3: Z w U LU O VNI rr % LL W 0 S 0- a,I.� \\II111I III r//// ON GENSF * ; No. 58705 X, •' OF //OI/IN1AL EN\.�. A. LYNN Iv}ILLER`P.E. P.E.# 58705 TABLE 5: Window Design Pressure (+/•, psf) for Glass Type 5 Lom Side, TIP to T In 68.7/8 73 77 78.314 81 65 89 1 93 97 101 106 109 110.1/2 37 +9W-130 +BW-127,5 +90/-123.5 +9W-121.7 +9W110.8 +9W-116.5 +901-113.5 ♦9W111 +9W-108.5 +901-106.3 +BD•104.5 +BD-1134.6 +90-104,5 30 +9W-126.1 +90-120 +9W114.5 +90/-1120 +9W-111 +9W107.5 +90/-109.5 +90-101.7 +90/•99,5 +DO/-87.7 +901•96.1 +00/•04.8 +90/•94.1 41 19W-120.1 +0413.5 190/-107.3 +g0/-105.2 +0.103 +90.100.0 +901-97.8 1 +9W-94.9 +90/-92 +/-89.8 1 +/-88 +/-88.5 +/-80 43 +9GI414.4 +M-107.5 +90/-102.5 +9W1007 +9W96.8 +9W-95.2 +9W-92.2 +1-89.1 +/-85.s +1-83 +/-81,4 1/-00.4 +/.80.1 45 +9W .7 -1C +9W-102.5 +8W98.0 +9W47A +9W94,9 +9W91 +/-87,3 +1.84.1 +141.7 H-79.7 +/-77.8 +/-76.1 H-75.8 47 +M-104.4 +90/-99.8 +9W95.7 +9W93,9 +90.91.8 H•87.5 +/•83.6 +/•81 +/-70.9 +/-76.7 +/•74.7 +1-727 +/-72 49 +9W-1DlA +9W-97 +90-92.8 +00140.9 +1.88.5 +/-84.3 H-81.2 +/-78.5 H-76.1 0-73.9 +1-71.7 +/-69.0 +/-08.9 _51 +90798.1 +BW94.1 +90-90.1 +/-88.2 +/-55.7 +1-82 N-79A +/•70.3 +/-73,�8 +/-71.2 +/-0869 N-68.8 H-86.9 P 53 +90/•953 +9W-91.1 +/-87.4 +/"85.8 +/•83.3 +1•80 •1-T7 +1-74.1 +/-71.3 +/-68.7 +/-88.3 +/-64 H-63.2 1&V7.V4 92.6 ♦/-88.2 H-84.3 +/-82,9 +/•61.4 +/•78.1 -1.7469 +1-71.8 +1-69.1 +/-66.4 +/-03.0 H$1.8 +/-61.2 89.8 N-85.3 +I-81.8 +/-80.6 +1.79 +1-78.2 +/-73 +1-69.9 +/-ea.9 +/-64.1 +/-61.9 N•60.1 67,1 N•32.8 +1-79.7 +/-78.4 +146.8 +1.74 +1-71,1 +1-67.9 +/-64.9 11-62.2 +I.80.3 64.8 N-80.8 +l•77.8 +1-70.2 +/•74.6 +1-71.7 H-00 +/-65.9 +/-52.8 +/•5D.8 82.5 +/•76.9 +1-74.8 +14:12 +1-71.4 11-68.4 1111 +/-62.9 +/-60.9 -60.7 +I-T7 N-73.8 H-72.2 +1-704 +/-87.3 H-04.4 +/-62 /-79 +1-75.3 +1-71.7 +/-70.2 +/-68.4 +/-85.2 +1.824 77.3 +/-736 +/-70 +/-68.5 +/-66.5 H433.3 H-01.1 -73.6 +/-70.2 +/-W5 +/-64.8 +/-62.9 /•70 +/-68.5 +/-83.2 +/-61.9 -88.5 +l-01.6 +/-81. +/-W.9 1) TIP -TO -TIP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: Window Design Pressure (+/-, psf) for Glass Type 7 Lom Side in 68-7/8 73 T7 78.314 81 85 69 93 97 101 105 109 110-1l2 31 +9W130 +9W-130 +90-130 +90-130 •9W730 +90-130 +9W-130 +901-130 +9W130 +901-130 +9W130 +00/130 +9W-130 33 +90/-130 +901-130 +9W-130 +9W130 +8W130 +gW-130 +9W-130 +90.130 +9W-130 +9W-130 +90/.130 +901.130 +901-130 35 +8W-130 +90/-130 +9W130 +9D/-130 +9W130 +901-130 +901-130 +8WA30 +9W130 +9W130 +90/-130 +9W-130 +9W130 37 +9W-130 +WA30 +9W-130 +90/•130 +90/130 +901130 +Dry-128.3 +9W725.4 +90.122.6 +9W120.1 +900-116,1 +9W-116,1 +9W118.1 39 +90/•130 +90/•130 +9W129.4 +9W-12T5 +BW125,4 +901-121.6 +9W118.1 +9W-114,9 +901-112.5 +90.110.4 +9111-108.8 •DD-106.8 +9W10&3 41 +90-130 +9W-128.3 +9W-121,2 +9W-116.9 +9W116.4 +9W113.8 19W110.5 +9W107.2 +901-103.9 -901-101.3 +9W-99.4 +901.97.7 +9W-97.1 43 +9W129.3 +9W-121.5 +90-116.8 +9W.113.0 +9W-1114 +9W-107.5 +9W-104.2 +90/-100,6 +901-97 +91Y-93.8 +901-92 +BW-90.9 +01-90,5 46 +91Y-1229 +90/-115.8 +9W-111.8 +901-109.7 +BW-107.3 +9ry-102.8 +9W98.7 +801-95 +901-92.3 +80/•90A -1.8799 +BW-85,9 +BW-B5.4 47 +9W118 -90/112.7 +9W.108.1 +9W-108.1 +9W-103.5 +BW-90A +9W94.4 +9W-91.6 +/-89.1 +1.86.7 +801-844 +801-82.1 .eW.61.3 ,E 49 +9W-114.2 +9W-109.6 +9W-1D4.8 +90/-102.7 +W-100 +9W95.3 +9W-91.8 +/-S8.7 +/-B6 +W-83.5 +BW-81 H-76.7 H-77.8 51 +9W110,9 +9W100.3 +9W-101.8 +90/-99.6 +9W-98.B +9W-B2.7 H•89.3 +1-9e,2 +601.53.2 +BW-80.6 +l•77.9 +/-75.4 +/-74.5 53 +90.107.7 +901*10269 +9W48.7 +90/96.7 +90.94.1 +9W-904 +/-87 +8W83.7 +00.50.6 +/-777 +/-74.9 +/-72.3 +/-71.4 56 +9W404,5 +901-99.6 +90-95.3 +9W-93.7 +901.91.0 H-W3 ' +801-94.0 +8W-81,3 +/-78.1 +/-75.1 +/-72.2 N-09.8 +/-0B.1 57 +9W001.5 +9W984 +9W-925 +90/41 +149.3 +aoi.e 1 +BW82.4 +/-78.9 +1-75.6 +/-72.5 +1-09.9 +1.67.9 59 +90/-98.5 +043.5 +1-90 +/-86.5 +601-888 +80083.6 +8W-80.3 +1.78.7 +1-73.3 1/-70.3 +IA8,2 el +90/•95.6 +9W91.3 +/-87.7 +801-M2 +80/-84.3 +S0'wilt +1-77.9 +04.5 H•71 +1-08.7 03 +90/•92.2 +148.1 +801-84.3 +80/.62,7 +801e0.7 H-77.3 +/-74 +/-71 N•BB.B 85 +9W.01.2 +/-87 +801-83.2 +80/414 +1a9.8 +1-70.1 +472A +/-70 e7 +/-89.3 +BW-65 +BW-81 +/-79.4 +/-77.3 +/-73.7 -1.70.5 88-7/8 H•67,3 +BW-83.2 +/-79.1 +/-774 +1-75.2 +/-71.6 +/.69 73 +mil-B3.2 +l•79.4 +/-75.1 +/-73.2 +/.71 +/484 77 +1.79,/ +/-75.1 +1.71.4 +/-89.9 76-3/4 +/-77 +1-73.2 1 /-09.9 +1.68.8 11 IIY -Iu- IIr UIWICrvaIV1YJ all 1--1N ICurVLL 1IN--.1-r-vva,-I r00.+1I rmum I nc I IY- I V- I IY UIMtN51VN IN I Ht TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE NMICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK .090" SG INTERLAYER 3118" ANNEALED GLASS 3/16" ANNEALED GLASS 4 11 GLASS BITE-•.--- LONG SIDE 1-2 IXTERIOR SHORT a 20 ,3 SIDE GLASS TYPE 5 L ham- LONG SIDE -+I T- SHORT SIDE !� TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7118" LAMINATED GLASS STACK 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS 3/18"ANNEALED GLASS 7/16" AIRSPACE .090" SG INTERLAYER I _ I SHORT I- SIDE " *5_ BITE LONG SIDE EXTER] GLASS TYPE 7 • • • • • • • • • • • • SHORT I • • • • • • • • • _ SIDE I_- • •• • • • • t•• • •• ••• •• • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • W ? > y m N 2 co 0 ab o `a O u N z ala0 u- O c Lu p o n -j LL Z zi 70 u d =Uc� Ld uj W O_ ico � ory 7.110 > Z o Z !h O O __Q11 a W a H- LL O v ® f j W )--us FS O N z Q Z W 121 OO X LL * No.558/7/0.5 IF ••. PIOR101" It A LY14WIIILER, P.E. P.E.# 58705 Window Design Pressure (+/., psf) for Glass Types 6 & 8 Lmg Side, Ti to Tip (in) 68-7/8 1 73 77 78.3/4 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +9a-130 +9a•130 +9a-130 +90/-130 +W-130 +901.130 +90/-130 +90/-130 +901-130 +9a-130 +9a-130 +90/-130 +9a-130 +90/-130 +9a-130 +90I-130 +9a•130 +90/.130 +901.130 +90/-130 33 +901-130 +901-130 +901-130 +9a-130 +9a-130 +901-130 +90/-130 +90/-130 +9a-130 +90/-130 +9a-130 +90/-130 +9a-130 +901-130 +9a-130 +W-130 +90/-130 +9a-130 +90%130 +90/-130 35 +90/-130 +9a-130 +901.130 +9a-130 +901-130 +9a-130 +901•130 +901-130 +90/.130 +9Dl-130 +90/-130 +901.130 +91Y•130 +901-130 +90/•130 +901-130 +901-130 +901-130 +0•110 +80/-110 37 +901-130 +901-130 +9a-130 +901-130 +9a-130 +90/-130 +90(-130 +901.130 +9a-130 +9a-130 +90/-130 +90/-130 +10-130 +90%130 +901•130 +901•130 +901-130 +9a-130 +W-110 +80/-110 39 +9a-130 +90/-130 +90/-130 +9a•130 +9a-130 +9a•130 +9a-130 +901-130 +90/-130 +90/.130 +9a-130 +90/-130 +901•130 +90/-130 +901-130 +901-130 +801-110 +W-110 +11W.110 +W/-110 41 +90%130 +9a-130 +90/-130 +901.130 +10-130 +90/-130 +90/-130 +901-130 +901.130 +110/-130 *9D/-130 +901-130 +90I-130 +90/-130 +80/-110 +80I.110 +801-110 +801-110 +8a•110 +801-110 43 +90/430 +90/-130 +9W-130 +9a-130 +90f-130 +901.130 +9W.130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +801-110 +801.110 +801-110 +801-110 +8a-110 +fia•110 +8a-110 .5 45 +901-130 +901-130 +90/-130 +9a•130 +9a-130 +901-130 +90/-130 +9a-130 +90f-130 +9a-130 +901-130 +80/-110 +8a-110 +Ba-110 +8a-11D +W-110 +801-110 +8a-110 +8a•1/0 47 +9a•130 +9a-130 +901-130 +9a -130 a- +9130 +9a-130 +9a-130 .901.130 +-130 9a +901.130 +801.110 +BW-110 +8a-110 +80/410 +8a-110 +fia-110 +801.110 1 +801-110 c 49 +901-130 +9a-130 +90/-130 +9111•130 +901-130 +9a-130 +9a-130 I +9a-130 +9a-130 I +Ba-110 +8W-110 +80(-110 +801-110 +801-110 +801-110 +8a-110 +80/•110 n 51 +9a-130 +90/-130 +90/-130 +90/-130 +9a-130 +901-130 +90/•130 +89.4/-128. +W-110 +801-110 +80/-110 +800.110 +801-110 +80/-110 +801-110 +80/-110 53 +901-130 1 +9a-130 +90/-130 +901-130 +901-130 +9a-130 +80.81•128.1 +80/•110 +10•110 +8a-110 +80/•110 +8a•110 +801-110 +8a-110 +8a-110 55 +90/-130 1 +9a-130 +901-130 +9a-130 +90/-130 88.81-128.1 +80/-110 +8a-11D +8a-110 +10-110 +8a-110 +8a-110 +Ba-110 +8a•110 57 +901-130 1 +90/-130 +W-130 +9a-130 +89.4/-129 +801410 +W-110 +80/-110 +801-110 +801-110 +B0/-110 +8a-110 rs 59 +9a-130 +90/-130 +90/430 +89.5/•129.1 +8a-110 +801-110 +Ba•110 +8a-110 +0-110 +80/410 +B0/-110 h 81 +9a-130 +90/.130 89.6/-129. +801.110 +8a-110 +80/-110 +801-110 +801-110 +Ba-110 +80/-110 63 +90/-130 +9a-130 +8a•110 +8a-11D +801-110 +10-110 +80/-110 +Ba-110 +0-110 65 +90/-130 +901-130 +80/-110 +80/•110 +80/-110 +80f-110 +80/-110 +8a-11D 87 +90t-130 +801-110 +801-110 +8a-110 +80/-110 +8(Y-110 +8a•110 68.7/8 +90t-130 +80f-110 +80/-110 1r8a-110 +8a-110 +801-110 +801-110 73 +8a-110 +8a-110 1 +80/-110 1 +801-110 +0-110 +Ba-110 +0.110 few-110 +10-110 +W-110 +8a-110 78-3/77 4 +80/-110 +ea-110 +8a-110 _ I) � IY- � V- I it V IMCIYJI V rvJ Jnv.Yrv, rvn in cvnnL r in rvvv c[vnl �� V YYin V V W J, J V O I nA V I i r RVIVI � nc � Ir- I V I1r V imCrvJl Vry IN � nc I ACID I U Utl tRMINt I HE WINDOW SICE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS EXTERIOR a 1-1118" NOM. GLASS STACK - 7116" LAMINATED I GLASS STACK .090" SG INTERLAYER 3116" TEMPERED GLASS 3/16" NEAT STRENGTHENED GLASS 3116" HEAT 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" $G INTERLAYER 11 5 1 518, 518" GLASS BITE GLASS BITE GLASS TYPE 6 TABLE DIMENSIONS MAY BE } ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT "I",i� SIDE L SHORT I_ SIDE f� 1-2 �--- LONG SIDE �I EXTERIOR 5.7 21 13 SHORT b LONG SWE GLASS TYPE 8 • • • • • • • SIDE • •• • • • • ••• • •• ••• •• • • • •• SHORT IJ SIDE r� • • • • • • • • • • • • • • • •• • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JR - 03/16/18 - UPDATED .. VALUES AND SIZES. s LU M Y O S po v a1°G O C7 N PL' O m N N W z 0J rc �$ FB rr- d AH Zu- to J --Q 2 2 W — fY 2 UUd •, w O H 2 5 a O W U °ry D1AG Z U a J G co _3 M LL O 1n ® rA z LU Er IaaVS V S LU Z 0 3 Z o w U L W X W U. 0 0 II111 r„-r.-, 7� /1- �NY LYNA( / ��LICENSE •'•�(� :: * No.58705 *� %0 •., SAT OF 'ONAL 1/11111/11 A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP —_I EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION —`�— TYPEA WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" EMBEDMENT 1 EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET �-_ EMBEDMENT EDGE DISTANCE �va^MAx I ' 1 SHIM 1 USED FOR ALL SIDES OF ARCHITECTURAL •• SHAPES @ 11-7/8" ° O.C. MAX. •' . CONCRETE/CMU PERANCHOR REQUIREMENT INSTALLATION METHOD D INSTALLATION TYPE C — EMBEDMENT 114" MAX SHIM 114" MAX. SHIM 9 EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE B, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE —IkfIERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE ROPERTIES, TABLE B,THIS SHEET 1X SEE P TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET 2, THIS SHEET EMBEDMENT EDGE • DISTANCE I'RC • •• Am EXTERIOR 4 11 I - VISIBLE LIGHT WIDTH = O WINDOW BUCK WIDTH - 2-3W WINDOW BUCK WIDTH CONCRETEICMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A Teal a a Anchor Substrate i ' Edge Min. Embed nt S ci ng #12 or #14 410 SS Screw Southern Pine SO.0.55 9116" 1-3W 17, Aluminum 6063-TS mtn. 3/8" 0.0133' 1T A36 Steel 3/8" D.083" • 17' St"I Stud, Gr. 33 min. 3/8" 0.045" 18 Ga 12" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9116" 1-318" 12" Aluminum 6083-T5 min. 3/8' 0.063" ° 12" A36 Steel 3/6" 1 0 m.. 17' Steel Stud Gr. 33 min. 316' 0.045" 18 Ga ' 17' 114" 410 SS CreteFbx Ungroulad CMU ASTM G90 2-1/7' 1-1/4" 12" Concrete ndn. 3.35 kai 1" 1-3/4" 12" 1!4" Steel lAtre e min. 2.85 kei 1" 1-3/4" 12" Concre mn. -1/7' 1-318" 12" Unarouled2-1/7' 1-114" 12" 5116" Slael Ukracon Concrete min. 3. 1-1/4" 1-314" 12" Grouted CMU, (ASTM BD 2-1/7' 1-3/4' 12" n•,,.. v� a , nnc.,uu uc. �1/4" SHIM "UNGROUTEO CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1X WOOD UCKSTRIP, INSTALLATION NOTES: SEE NOTE , THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • CONC ETE PER • • • • • • • • • ,,,,,,,,••••• • • z R 2. WOOD BUCKS DEPICTED ONJHIS SHEET •S "•(", PRE &CAS OS T0:AL IREMENT THICKNESS IS LESS THAN 1-lrA IX WOOD B ICiKS"0 0� TCAA► BE INSTALLED DIRECTLY TO SOLID CONCIR-IfE. ¢!O� B K 1E C'TLD AS • "2X" ARE 1.1/2" THICK OR GREATER.ANST/1 TI j TH SIBSTIjATBIDF • • WOOD BUCKS TO BE ENGINEEI'�C BY OTFS OR AS APPROVED BY TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION, TANCE PER EE TABLE 8, THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF.A • ON B_B SIZE TO PROVIDE FULL SUPP4aRTT0DT$I8Il WINDOW ftME • • • • • • • • • • • • 4. IF APPLICABLE, LOWER D•SIQ4 PREESURE•FR&VWHEj W&DCW OR • • • MULLION NOA APPLIES TO VIHOL S'�TE�1. • • • • • • • • ••• • Material13535W . Fr Ain. F. Smel Screwksi 12D W 410 Screwkai 110 kai Elco UtraCor6 ksi 177 ksl 410 SS Eloo CreleFla4 ksi 189.7 ksi 6063-TS Ah n inumkai 22 ksi A36 Steelkei 58 ksi Gr. 33 Steel Shd 45 ksi REVISED a with the V nrids I I NO CHANQES THIS SHEET. I v Y L] vLU o Lu 4 o a N m zy atop 2 N oA w O -1 o Z Z TB —'a o W c o W W U (D DIAQ oZ p o I- O Q ZCn ro z _O t- Iaav: F Z t gZ Z D1M-5 S LU C.)l1J X Q Q LL _1 LL a D17'1 'sap s `111111111///// i `,.00NY.LYNN�/ ,1 * ; No. 587055 ��0 TE tF" .CC/� S/ONAL A LYNN MILLER, P.E. P.E.# 58705 • •• •• • • ••• •• •• 2X WOOD BUCKSTRIP EDGE DISTANCE OR FRAMING, SEE r NOTE 2, THIS SHEET INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EMBEDMENT 1 EDGE a1/4"MAX a 2 1 SHIM DISTANCE INSTALLATION TYPE G - -I— EMBEDMENT 1/4" MAX SHIM 6 USED FOR ALL SIDES OF ARCHITECTURAL •• SHAPES 0 11.7/8" , O.C. MAX. •^ CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION TYPE H 1/4" MAX. SHIM 9 EXTERIOR a STEEL SELF -DRILLING SMS(G5), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET f-1/4" MAX SHIM INSTALLATION TYPE F EMBEDMENT iX NOTE 2, THIS SHEET SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - EDGE SEE TABLE 9, THIS SHEET DISTANCE EXTERIOR I 4 11 I _ VISIBLE LIGHT WIDTH - fff�� WINDOW BUCK WIDTH • 2-3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION C-C CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Substrate Min. Edge Di nc Mn. ErtbadTent Man O.C. Soaci na #12 or #14 410 SS Screw Southern Pine SG-0.55 9/16" 1-3/9" 12" AFFminum T5 min. 3/8" 0.067 • 12" A36 SW 3/8" 0.067 • 12" Stpo Stud,Gr, 33 rnin. 3/8" 0.045' 16 Go 17' #12 or #14 Steel Screw (135) Southern Pine SG=0.55 9116" 1-3M" 12" Akxrinu 45 min. 316" 0.063" • '12" A36 Steel Steel Stud rrin, 3/8' 3/8" 0.063"• 0.045 06 Ga 12" 17' V,V' 410 SS CreteFlen Ungrouled CMU ASTM C-90 2.1n" 1.1/4, 17' Concrete (nin. 3.35 ksi 1" 1-3X' 17' 1/4"Steel Ultracon Concrete min. 2.85 ksi) 1" 1-3A" 17' Concrete min. 2.85 ksi 2.1/2" 1.316" 17' Ungroulecl2-1/2" 1-1/4" 1T 5/16" Steel lRrecon Concrete rrin. 3.5 ksi 1-114" 1-3/4•' 17' 2.12" 1-314" 17' a�wrrwrc. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. f It- INSTALLATION NOTES: 1X WOOD SUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX-, ARE BUCKS WHOSE TOTN_ CONCRETE PER THICKNESS IS LESS THAN 1-1/2"•1%W(" SUCKS ARE OP'AONALlF iT EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SQLID CONCRSf E. W4O@D BEC�D IC'vO • REQUIREMENT "DV ARE 1.12" THICK OR GREATER. INST PATIO ft TFt S S OF • WOOD BUCKS TO BE ENGINEERED BY O'TIII S A AP ROPED QY e • . • AUTHORITY HAVING JURISDICTION." • • • • • • • • • • INSTALLATION II EDGE TYPE F I'"� TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME Material Mn. Icy Min. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Ek/o UtraCoriS 155 ksi 177 ksi 410 SS Bco CreteFle)M 127.4 k5i 189.7 ksi W63•T5 Nurrinum 16 ksi 22 ksi A36 Steel 36 IW 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DEVIGN FitW*URE FROIAEjTHFFg0VDOW t� W• • • • MULLION NOA APPLIES TO HCIE Sysm9M. • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • ••••• NO CHANGES THIS SHEET. n W > .2 N R j^°U v IX v O $99�99$1 i7 N W >la0 O Q LU Z Ox �w O_j 52 6 N 2" 78 N = CS W O ul F- Z 'T 5= 0_� '>N pM0 O Lu z C - i 0 U ~ g Z O 0 Q Q7 n ® in J 12 m Z Q 00 ? Z a O (7 >r-o s O O S J rc U W j K LL 0 W O- aR!1 '>sap s yaq * No.58705 -• -0, ST TEf ��: TONAL 1E . A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET _ INSTALLATION TYPEI 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE r DISTANCE U t.1 9JU L1/4"MAx 3 SHIM 12 USED FOR ALL SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES011 -7/8" 29 G.C. MAX. WINDOW INSTALLATION BUCK L HEIGHT EXTERIOR `��77MM{� 4TYPE VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3/4" FIN FRAMES ARE ONLY TO BE USED INSTALLATION WITH GLASS TYPES 1-4 (PVB INSTALLATION TYPE J INTERLAYER), NOT TO BE USED WITH TYPE K EDGE GLASS TYPES 5-8, (SG INTERLAYER). Lam_ DISTANCE I 1/4' MAX EDGE DISTANCE J� --�•1 SHIM I �' 2X WOOD BUCKSTRIP `f 2X WOOD BUCKSTRIP OR FRAMING, SEE I OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND ` —J—.*) EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET EMBEDMENT L \\ EMBEDMENT ' NO CHANGES THIS SHEET. I EXTERIOR I VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-34" WINDOW BUCK WIDTH 1/4" MAX' HORIZONTAL SECTION E-E SHIM STEEL SELF -DRILLING -SMS (G5), SEE TABLE 10, THIS SHEET MIAMI-OADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET - �1/4" MAX SHIM INSTALLATION TYPE J FND �ITYPE, EMBEDMENT F'_ EMBEDMENTSTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET VERTICAL SECTION F-F Anchor Substrate Mn. Edge Distance Max. O.C. S ci 2-1/2' x .113" Box Nail Southern Pine SG=0.55 5/16" 5" 2-1/2" x .131" Common Nail Southern Pine SG=0.55 3/8" 5" 2-1/2" x .145" Rpofina Nail Southern Pine SG=0.55 3/8' 5" #10 x 1" Steel Screw (GS)" Southern Pine SG=0.55 112" 5" 0.093" Aluminum 6063-T5 min. 5/16" 5' 1/18" A36 Steel 5/16" 5" 0.045' 181ia Steel Stud, Gr.33 1 5l16" 1 5" INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, FOR ATTACHMENT 'DAC�TQB�i BE OF A SIZETO PROVIDE E 1FN%RAME. • • 3. IF APPLICABLE, L01A FICESAC4,5SW2E 1ROI•ErWEF1- • WINDOW OR MULLIOVI MQA A"IGS TO WHOLE sirsmm • • • •• • •• • • • • • • • • • • • • • •00 • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • Melanel Min. F, Min. Fa Steel Screw 92 ksl 120 ksl 6063-75 Aluminum 16 ksl 22 ksl A36 Steel 36 ksl 58 ksl Gr. 33 Steel Shd 33 ksl 45 ksl W z > w V aOf y O po "o O 0 n C7,1 iy p n aloe p OLL O X Z Z W Ae u-.,a O ra 2 o U Ud u � O _ H- Z Q < LU la 0 'oN pMp o o> p F- g LL O � J H aau5 ® Z Z Q F- vi - Z a,o�y Q O cz S -j H O w L)W >C Z Z r anfl 'saps ,ias \\hh1111 t I it, LYN NSN F No. 58705•: * ; 1k ;� S AT OF �O'CCC •• F<OR10P'.•• C, S/ONAL EN,\ ///1111 I111\ A LYNN MILLER, P.E, P.E.# 58705 EDGE DISTANCE TYP ANCHOR TYPE, FIN FRAMES ARE ONLY TO1- BE USED 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT AND EDGE WITH GLASS TYPES 13 (PVB DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH INSTALLATION SEE TABLE 11. THIS SHEET GLASS TYPES 5-8. (SG INTERLAYER). TYPE N EMBEDMENT I EMBEDMENT --� INSTALLATION TYPE M - �� EMBEDMENT- 1l4' MAX SHIM -�, 1X WOOD BUCKSTRIP, SEE I,i 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET J I PRODUCT REVISED wilA Ms Ftvrids .---- `O OR FRAMING, SEE NOTE 2, THIS SHEET L1/4" 13 c dbg Cug 61ri1dug Code MAX TYP. ANCHOR TYPE, EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, I ' I SEE TABLE 11, THIS SHEET ' Edo• Dfte Miami pa'odu<t EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT - 2-3/4" USED FOR ALL SIDES OF ARCHITECTURAL EDGE SHAPES @ 11-7/8" DISTANCE O.C. MAX. T INSTALLATION EXTERIOR TYPE O a _ I VISIBLE LIGHT WIDTH 1/4" III�� WINDOW BUCK WIDTH -2-3/4" MAX. WINDOW BUCK WIDTH SHIM HORIZONTAL SECTION G-G STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET EMBED ONO CMU PER AN R EDGE 1Fr1111RFM f DISTANCE UI! I ' • EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR V Anchor Substrate p"' nce Mn. Embedment MBx. O.C. #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/6' 6.2" Aluminum 6063-TS min. 3/6" 0.063"' 6.2" A36 Steel 3/8" 0.063" ` 6.2" Steel SW Or. 33 min. 3/8" 0.045" 18 Ga 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9118" 1-3/8" 6.2" A urrinum 6063-T5 min. 3/8" 0.063" ` 6.2" A36 Steel 3/8" 0063.1. 6.2" Steel SW Gr. 33 rnin- 318" 0.045" 18 Gal' 6.2" 1/4" 410 SS CreteFlex Lingrouled CMU ASTM C-90 2-1/2" 1-1/4" 11.8" Corcreb min !Y 1" 1-3/4" 11.6" " Steel lJltreco Concrete nin. 2.85 k5i 1-3/4" 11.8" oncr mn. !2" 1-318" 11.6" r 90 2-1l2 1-1l4" 11.6„ 5/16" Steel Macon Concrete m n. 3.5 ksi 1-1/4" 4" 11.6" Gr C ASTM C•90 2-112" 1-34' �1/4" MAX SHI Z.n Kul I WOOD BUCKSTRIP, "MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, ALL HEAD TYPES APPLICABLE. • • INSTALLATION NO ES: • • • • • • • • • • • • • • • • • • • • 1. USE ONLY ANC ORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AHED%ftAyCE+Im[;* • • • 2. WOOD BUCK DEPICTED ON THIS SHEET AS "1 X", ARE BUCK�($YOHO,�y:TAl T�II;KNES5 *IS LERS;WAA/2". 1X WOOD BUCKS ARE TIONAL IF UNIT CAN BE INSTALLED DIRECTLY TdSOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THIC - R GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPRO BY AUTHORITY HAVING JURISDICTION. ` OR ATTACHMENT TO METAL: THE STRUCTURAL MEMBERSHAd 9ftF A Sglo.PRa\%FULL SYPPORTVO 1"E WINDOW FRAME. • • • • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHCR VjNDaW QR MULLION MDA APPLIES TO Vut♦111.1L j Stet. • • • • • • • • • • Materiel Mn Fy Mn F. Sb.I Serer 92 W 120 ksi 410 Screw 90 W 110 ksl Eko Ut mO.,0 155 ksl 177 kW 410 SS Sco CmbFb)0 127.4 ksi 189.7 ksi 6063-T5 Akxrplom 18 W 22 W A38 38 ksi sa W Or. 33 Slat Stud 33 ksi 45 W NO CHANGES THIS SHEET Y s UJ z >Of r1 Y O O �❑ v O ' Ur N o O O N a1Op O w OLg �t2 Z r0 z RB u .0 d oox 0 L) o � W O r2 F Z UJ .-. (7 � 0 °N pM0 O O O Z �i $ z O g O J � ® iQi U) fn z z 7aa45 H z 3 Q sZ J a/°JS O W U LU X Z Z n LL IL o aN�G 'asap saua5 `111111 I I I I I", .`l NY LYN/V ''' * No. 58705 ATE OF • ((�` tS / s/ONAL A. LYNN MILLER, P.E. P.EA 58705 Item PGTPart # Description Material 1 4253C Flanged Frame Alum. 6063-TS 2 4285 Equal -leg Frame Alum. 601 T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/15' Lami. Glass Beading Alum. 6063-T5 5 1 4254 1I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover for Cures Rigid PVC 8 4267 7/16" Laml. Glass Beading brCUnes Alum. 6063-T5 9 4269 I.G. Beading for Cunes Alum. 6063-TS 10 70589C Gasket (at W comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K I Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3116" x 7/16" x 4" Neoprene, Duro. 85+/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76XI 14FPTX #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PDX #8 x 1" Quad PH SMS (Assembly) Stainless Steel KommedingKodispace4SGTPS See this Sheet for Materials 76 Quanex Super Spacer nXr n7875 77 Quanex Duraseal Spacer Cardinal XL Edge Spacer ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90' CORNER FRAME ASSEMBLY A ALL CORNERS TO j USE GASKET ANDIOR SEALANT A I / EXTERIOR EQUAL -LEG FRAME FLANGE FRAME 30 2.784" .094" 11-� .074" .062" 1.875" .438" 1.000" .050•mom• 7OFLANGE FRAME 2.784". .09'r-+-I1-�- .074" .062" 1.375" 1 i 500" .438" �l 7F�� .050"'0.0°°- OEQUAL -LEG FRAME 094^ 2.784" .�II►- 074" 0 1.375" .1 500" 436' - I T j-•-II-�-- .050maoc 1,125" .077" t 3@FIN FRAME 1 -+III .9�70" `y( -- 1 -►��I ` -- .346" 1.037" f- �� .9�70" lyr+-- k:_ j��ly� -- .346" .875" II j� .8_7L5- .875" U 'I .875' II II -�J[ - .0660^-�-10F� .050' .050'+ �'{�- .OV50., .050.. /161, BGLASS INSTALLATION CADINGORO LASSEADINGO NG FASTENERCOVER OOR CUR FOR GLASS GLASS HOT -MELT ALUMINUM DESICCANT FILL SILICONE BUTYL POLYISOBUTYLENE STRUCTURAL REINFORCEMENT SEAL 5/16" NOM. POLYISO- 114" NOM. 3/16" NOW SILICONE S116" NOM. BUTYLENE WITH STRUCTURAL BUTVLB SEAL DESICCANT SILICONE DESICCANT ROLL -FORMED FOAM WITH FOAM STAINLESS STEEL EXT.GLASS DESICCANT EXT.GLASS EXT. GLASS EXT.GLASS INT. GLASS INT. GLASS INT. GLASS INT. GLASS 75 4SGKODII PASPACE 76 SUTE�R SPACERO DURAS77 SPACER L* 78 XL ED R TM ANGLED/CURVED FRAME ASSEMBLY / EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ALL CORNERS TO i USE GASKET I AND/OR SEAL** � • • ASSEMBLY DETAILS FOR FIN FRAMES 90'CORNER FRAME ASSEMBLY • ANGLED/CURVED FRAMEASSEMBLY • • "r • - - - • EXTERIOR so EXTERIOR MITERED FRAME WITH INTERIOR • • I • • 'AnnD EXTERIOR FRAME WELDS f • • : • • ($�10WN) OR CORNER KEYS AT • • • • • • • • • SI`jfii. BOSSES. SEALANT AT ALL CORNERS NO CHANGES THIS SHEET. z UJI U C7 Y wi p rco v O aro0 to O Q 0 N O J LI �m LU Z R r z IL$ ~x J uMo a g t7 W ° ' en o Z O K o 0 J p Z O • � � z � Z 1aa45 3 O ZZ) in z alo�5 O ~ Lu ill 5C LL O m d an'1 'asap s \\wvvNYILYNN4, '/ '•�C�� No.58705 A ;0VVTE�-- OF A LGII(Y r81LL�k', P.E. P.E.# 58705 • •• •• ••• ••• • •