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WS-17-1578 Re MWO, Miami Shores Village \T Pyp8n� tlef4i r 10050 N.E.2nd Avenue NE asses Windt r�C�otir '•" Miami Shores,FL 33138-0000 Peet Phone: (305)795-2204 � ti Expiration: 12124/2017 Project Address Parcel Number Applicant 1276 NE 94 Street 1132050100150 JARED NOAH HELFANT Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JARED NOAH HELFANT 1276 NE 94 Street (917)848-6759 MIAMI SHORES FL 33138- 1276 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 26,587.73 HURRICANE HOME PROTECTION INC (305)278-7476 Total Sq Feet: 0 Type of Work:REPLACE 14 WINDOWS,3 DOORS TO IMPA Available Inspections: No of Openings:17 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 Invoice# WS-6-17-64314 DBPR Fee $4.05 DCA Fee $4.05 06/27/2017 Cash $283.30 $50.00 Education Surcharge $5.40 06/14/2017 Check#:2012 $50.00 $0.00 Permit Fee $270.00 Scanning Fee $12.00 Technology Fee $21.60 Total: $333.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inform*65n— accurprie and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- ame .co or to d the ercl'stated. June 27,2017 Authorized Signature:Owner / Applicant (Leon or / Agent Date Building Department Copy June 27,2017 1 � �I �� 7' r— Tel: Miami Shores Village 79z7 Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 (305)795-2204 Fax:(305)756-8972 �Q INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. 0 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-jPLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION [-] SHOP 1 , / r CONTRACTOR DRAWINGS �1 JOB ADDRESS: I �1U1 1 E q`�1� )l s&6 O City' Miami Shores Gi1 County: Miami Dade Zip: 7,7-) 3 O Folio/Parcel#: t�-KOS-Wu- 01 0 Is the Building Historically Designated:Yes NO Occupancy Type:koad: Construction Type: Flood Zone: BFE: - FFE: OWNER:Name(Fee Simple Titleholder): Jared Ncl\ lkhuf) Phone#: VA 9 - UJISCI Address: I Ill U QA-"*-' l�(Ce T r` P' City: l` ��C State: f 1�r i d o Zip: 1 U Tenant/Lessee Name: Phone#:0 59 Email: (� CONTRACTOR::Company Name:��VO COM6 ft`EN 1 �idkn Phone#: Address: 1Nu\ VIA 14 A3 (A • 1 City: hl a '� State: Bu� do Zip:� � b� Qualifier Name: 1 m. u (�Cxf idc s Phone#: -5051191/4-1(o State Certification or Registration#: o- >soo S lQ D Certificate of Competency#: A DESIGNER:Architect/Engineer: A Phone#: A Address: (fitt City: State: Zip: Value of Work for this Permit:$ 2\Y 5?5-1 1 Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Yea1 caC� 14 MAO"s . doors Am n d Specify color of color thru tile: Submittal Fee$ M° Permit Fee$2-7110° CCF$ CO/CC$ (29 Scanning Fee$ Radon Fee$ DBPR$ Notary$ a Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ X� TOTAL FEE NOW DUE$2.93 3 0 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in.good faith that copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be proved and a reinspection f will be charged. Signature Signatu e o OWNER or AGENT CONTRACTOR The re ng instrume1nt was acknowledged before me this The foregoing instrument was acknowledged before me this `� 1dayof JUnt 20 I� by day of JUn�1 120 . by 1(JfCCh ��e��Q who is personally known to Q(�m�(� �Uel who is personally known to me or who has produced drovers Vculsc as me or who has produced df-Nus kJCCn ;C as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 40�e Sign: Sign: Print: e c S Print: cow Seal: ";"" •y' �y"•y LWRDESM.ACOSTA Seal: .,1�y�; c� LOURQESM.ACOSTA F MY COMMISSION#GG 080540 s* MY COMMISSION#CG 084540 0.i EXPIRES:March 7,2D21 <N o EXPIRES:March 7,2021 %'odP R!� BOndOd ThN Ndery Pubic Underwrit m APPROVED BY Plans Examiner Zoning V1 7 Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 OFFICE 9F THE PROPERTY APPRAISER Summary Report Generated On:6/14/2017 Property Information Folio: 11-3205-010-0150 1276 NE 94 ST Property Address: ? Miami Shores,FL 33138-2947 s JARED NOAH HELFANT � k Owner LAUREN MICHELLE GARROTE 1276 NE 94 ST Mailing Address �� .� � MIAMI SHORES,FL 33138 USA � j PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ ry 0101 RESIDENTIAL-SINGLE ry fK H Prima Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors � A � Living Units 1 � , Actual Area 2,955 Sq.Ft Living Area 2,408 Sq.Ft Adjusted Area 2,681 Sq.Ft Taxable Value Information Lot Size 9,900 Sq.Ft 2017 2016 2015 Year Built 1956 County Exemption Value $0 $0 $50,000 Assessment Information Taxable Value 1 $551,128 $527,527 $203,314 Year 2017 2016 2015 School Board Land Value $356,756 $331,600 $301,871 Exemption Value $0 $0 $25,000 Building Value $194,372 $195,927 $197,482 Taxable Value 1 $551,128 $527,527 $228,314 XF Value $0 $0 $0 City Market Value $551,128 YMmm $527,527 _ $499,353 Exemption Value $0 $0 $50,000 Assessed Value $551,128 $527,527 $253,314 Taxable Value $551,128 $527,527 $203,314 Regional Benefits Information Exemption Value $0 $0 $50,000 Benefit Type 2017 2016 2015 Taxable Value $551,128 $527,527 $203,314 Save Our Homes Cap Assessment Reduction $246,039 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 Previous OR Book- Sale PricePaQualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, Page School Board,City,Regional). 02/16/2017 $780,000 30441-3742 Qual by exam of deed 11/17/2011 $100 27903-4145 Corrective,tax or QCD;min Short Legal Description consideration MIAMI SHORES BAY VIEW PB 40-16 10/01/1987 $135,000 13445-708 Sales which are qualified LOT 17 LOT SIZE 75.000 X 132 OR 13445-708 1087 1 ------------------ The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/14/2017 SNORES G Miamishores illage Building Department move , oil] aus?" 10050 N.E.2nd Avenue e Miami Shores, Florida 33138 L7AI Ey G 0 Tel: (305)795.2204 ZOR[DA' Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackr owledge ent: lucd Hdl oni Qu e r/Ownerr Sig ture Date Print Name Eco windows CA . 1276 NE 94 street 261/2 x 381/2 White Eco windows CA-FIX 37 x 511/4 White Glass: impact green NOA: 15-0406.10 Glass: impact green Zone: S NOA: 15-0406.11 DP+ 40.4-43.8 Not in this Zone: 5 Permit Dp+40.4-54.1 IL 11 PGT Industries Eco windows CA Mull bar w/clips 19 3/4 x 39 White 1 x 4 White Glass: impact green Amarr Garage door Not included 38 1/2"vertical in Permit NOA: 16-0218.03 NOA: 15-0406.10 Heritage 1000 REc D Zone:5 Zone: 4 191x 85 DP+40.4-43.8 114 X17 DP+40.4-54.1 NOA: 15-0505.13 PGT Industries SGD Zone: 5 BY. 140 x 82 White DP+36.7-46.8 ' Glass: impact green NOA: 16-0629.06 Eco windows CA Zone: 5 37 x 63 1/2 White Glass:impact green DP+37.5-48.3 Eco windows CA-FIX NOA:15-0406.10 Zone:4 PGT Industries 7 x 63 1/2 White +38.5-42.0 Mull bar w/clips PGT Industries SGD Glass:impact green 1 x 4 White 140 x 82 White NOA: 15-040611 Zone 4 r wm ows 631/2" Vertical Glass: impact green p+38.5-42.0 63 1/2 White Eco windows FD X NOA: 16-0218.03 JUN � If 20NOA: 16-0629.06 s•impact green 391/2 x 811/2 White Zone:4 Zone: 4 Zone: 4 : S-0406.10 NOA:15-060313 en DP+38.5-42.0 Zf I MIAMI SHORES VILLAGE Eco windows CADP+37.5-40.9 j)p+37.5-40.9 Eco windows CA500 DP+38.5-42.0 OZone:4 35118 x 381/2 White Eco windows CA500 Glass:impact green 37 x 381/2 White NOA: 15-0406.10=> PGT Industries PGT Industries 37 x 381/2 White frame PGT Industries Zone:s Glass: impact green Eco windows CA-FIX Mull bar w/clips P g Mull bar w/clips Glass: impact green Mull bar w/clips a 351/8 x 381/2 White Dp+40.4- 4.1 1 x 4 WhiteArm NOA: 15-0406.10 1 x 4 White 1 x 4 white Glass:impact green 38 1/2"Vertical 381/2"Vertical NOA: 15-0406.10 38 1/2"Vertical NOA:15-0406.11 NOA: 16-0218.03 ZoneA NOA: 16-0218.03 Zone:4 NOA: 16-0218.03 Zone:5 Eco windows CAC's Zone:5 Dp+40.4-43.8 ZoneA Zone:5 UITY DP+40.4-54.1 351/8 x 381/2 White DP+40.4-54.1 DP+40.4-43.8 DP+40.4-43.8 DP+ Glass:impact green 0 y z NOA: 15-0406.10 Zone:5L_ -j r- P DP+40.4-54.1 Q u. Q Q Eco wind ws CA500 Eco windows CA500 Eco windows CA500 37 x 38 1/2 White frame 37 x 38 1/2 White frame 37 x 38 1/2 White frame impact mpact green ��' Glass: impact green Glass: impact green GPiiiarni Shores Village NOA: 15-0406.10 NOA: 15-0406.10 NOA: 15-0406.10 Zone:5 Zone:4 Zone:5 APPROVED BY DATE DP+40.4-54.1 DP+40.4-43.8 DP+40.4-54.1 7, 1,1,r ff_, CREPT P r CT Tn(:r)'.'!" 1,VICT WITH ni_L FFMAIni_ I s ,MM11 (',Ill RAMMS - ENGINEERINGS INC. Kd = .85 : 2100 W 7.6 Street, .Hialeah, Florida 3.3016 FLORIDA BUILDING CODE, 2014 Robert S. Mel sour, P.E. Fl 1195 / 0006024 ASCE 7-+ X11 �®� ®E DESIGN WIND LOADS IN PSF. MAN DADS �7 MP � � ZONE Interior &Exterior Zones (4&5 -Walls).Positive Pressures & A Exposure C For the .175 ' mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributa Area in Square Feet Height 10' 20 .30. 40 50: 60 (MaAmum) 1.00 0.95 0.92 0.89 0.88 0.86 5 40 38, _37.5j36. 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 .44.6 42.6 41.5 '40.6 40.0 39.4 30 46.5 . 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2' 49.8 48.8 48.1 '47.4 Interior Zone (4 Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, TO utary Area) in S uare,Feet Height 10 20 30 40 50 60 (Maximum) -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 5 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 . 20 -46.4 -44.4 -43.3 ' 42.5 -41.9 -41.4 25 -48.4 1 -46.4 -45.2 -44.4 -43.8 -4312 30 -50.5 -48.4 -47.2 -46.3 46.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 - 50 47.8 -50 -56.2 -53.8 -52.5 -5115 -50.7 -50.1 60 -58.2 -55.8 -54.4 =53.4 -52.6 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone: CATEGORY 2 Effective Wind Area or; Tributa Area in Square Feet Height 10 20 30- 40 50 60' Maximum A.40 -1.29 -1.23 -1.19 -1.15 -1.13 •5 -54. -50:4 -48.3 -46. -45.6 . -44.7., • :20 •-57.2 53.4,x. • -51.1 -49.5 48.3 47. 25 -59.8 -55:8 '-53. -51.7 -50.4. -4 r , 30 -62.3 -58.1 -55.7 -53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 -55.8 50 -69.3 -64.7 -61.9 -60.0 -58.5 60 -71.9 -67.0 -64.2 -62.2 -60.6 h whichever s Iler, Length of End Zone (a): 1010 of least horizontal dimension or .4 ., but not less'-than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. f M IAM 1•DADE MIAMI-DADE COUN'T'Y PRODUCT CONTROL SECTION DEPARTI4IENT'OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvnv.miamidade.gov/economy Eco Window Systems,LLC JUN�i 9114 NW 106 Street Medley,FL 33178 SCOPE: B!9'@AN SHORES MIAN 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 NQA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-D!/d County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this producmaterial tested for quality assurance purposes. If this product or material fails to orm in the acce`pmanner, the manufacturer will incur the expense of such testing and the AHJ may immediately revo(� , odify,or suspend the use of such product or material within their jurisdiction. RER reserves the righh`h to k this-acceptances if iris-deter du_edd by Miami-Dade County Product Control Section at-t us product or material fails to meet the requirements of t. e e building code. product is approved as described herein, and has been designed to comply rida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 500" Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement dw. (L.M,I.)", sheets 1 tluough 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-F oaq -orperatinn, ed and sealed by 7avad Ahmad, P.E., bearing the Miami-Dade County Produ onU•ol Revision stamp with the Notice o ecep ce u e lama-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,And/or manufacture of the product or process.Misuse of this NOA as an endorsement of,any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any.portion of the NOA.is displayed,then it shall be done in its entirety. INSPECTION:-A. 'copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15.0406.10 MiaruNDaoacouclrr Expiration Date: May 19,2021 1� p J Approval Date: .Iuly 02,2015 �P Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: _EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) .2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: l)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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10,all signed and sealed by Candida F.Font,P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and. 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc, for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. MIAMI SHORES VILLAG , _ a rez,P.E. Product C ntro Examiner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5,h Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-10-3150 and HETI-10-3151,issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10, all signed and sealed by Candido F.Font,P,E. (Submitted under NOANo..11-0309.06) G. OTHERS .1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500". Outswing Aluminum Casement Window approved on 05/02/13 and expiring on 05/19/16. NUAM SHORES VILLAGE Manuel P e , .E. Product Contro Ex iner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 i 37' �V 8 ECO—GUARD SERIES-500 WINDOW WIDTH o ALUMINUM OUTSWING CASEMENT WINDOW ; 35" Be APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH Z' COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER =� FALSE MUNTINS 29 3/8' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING (SURFACE APPLIED) D.L OPG. �a a MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. �� MAY BE USED 2 � Q U LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL .� A WILL APPLY TO ENTIRE SYSTEM. n IL p THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). cyawm 8 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS �+.[L EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � V,Z al I n _ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. a D o r N Q ^ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-META.UC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT J °1 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. w R THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 2 .II }V) SHUTTERS ARE NOT REQUIRED. Cr ' w y F co 6 POINT LOCK " rn r o 12" O o M MAX. 7"MAX. LOCKING POINTS HART MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF HEARD CO�RrI/ L SEEQ g Z_3 L E SILLNO.OF (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF WDW.HEIGHT EEEEPERR KSUPT 6 TYPICAL ELEVATION 2o AT SASH $ o 26' 2 'n W rn J8-3 8' J to SO-5/8" 4 O 1/8"TEMP. GLASS 63" S 76" 6 3/8"AIR SPACE 1/8'HEAT STREN'D.GLASS 1/B' HEAT STREN'D. GLASS 3/16"HEAT STREN'D. GLASS 090'Interlayer 090"Interloyar 090'Interlayer PRODUCT'RSVISBEI c n Ty!v DuPont Butocite PVB DuPont'= PVB DuPont Butocite PVB, e,compIyfnBvvJihthcFI0rid4 0 o g o By'Kuraroy America, Inc.' By'Kuraray Americo,Inc.' ey Kuraray America, Inc.' Cod it ®6./10Accep 4 t/8'HEAT S1TiEN'0. GLASS 1/8" HEAT STREN'O. GLASS 3/16 HEAT STREN'D.GLASS IiatTanDeto q��'0ed, y gCIO BY SIUCONE pp SILICONE By DOW CORNING 899 F �' DOW CORNING 899 �" DOW OCORNING 899 NE aU m NO GLASS CAPACITIES ON THIS SHEET ARE H o E e S E BASED ON ASTM E1300-09 (3 SEC. GUSTS) `o a m a 0 e 9 5 k�' 38 9 AND FLORIDA BUILDING COMMISSION ` DECLARATORY STATEMENT DCA05—DEC-219 0 I 20 I i 20 .I 7 En9r.JAYAO ARM CMLI o o FLA. W2 AT 1/4 POINTS i 9 21 19 ALL SIZES © SETTING BLOCKS AT INSUL. LAM. GLASS drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' TOTHE AR GR LEG GLASS TYPE 'B' W11-05 GLAZING OPTIONS J 9 2 3 2015 sheet 1 of 6 EDGErDISSEENANV. HORS tBY FOR w000 SUCK METAL t'r___ _�"1 EDGE m e< EDGE STRUCTURE I MIAMI-OAOE COUNTY APPROVED I i DIST. o DIST. I MULUON&MULLION ANCHORS I Z e a SEE SEPARATE NOA $ 0 Gttb1 ' I EDGE t ' o DIST. I t r ods t a L_ _ ' _____________J, —Y 0 I a � � i �Q LL 7 Igo Ob,IyN 04QQ. o.3 TYPICAL ANCHORS 2` TYPICAL ANCHORS 3(; EV. I` SEE ELFV. ut C� SEE 5 FOR SPACING AC C i FOR SPACING , , o t _ -- TYPICAL ANCHORS: SEE m". FOR SPACING WOOD BUCKS*AND METAL STRUCTURE NOT BY ECO WOW. d i I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM— 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=tss KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES t 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) , + THRU 1BY BUCKS INTO CONIC. OR MASONRY F I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U)w u 9 i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) v'Nn _ „O L- DIRECTLY INTO CONC. OR MASONRY 0.- 0 3 W - 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) a p J I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z_ M W ; #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) �'z INTO METAL STRUCTURES w J. 8 U; � a rc cn 605 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) N W° ALUMINUM : 1/8" THK. MIN..(6063-T5 MIN.) _ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) l 5 (NO SHIM SPACE) c ra u � 13 TYPICAL EDGE DISTANCE 6 INTO CONCRETE AND MASONRY = 2-1/2" MIN. v $ INTO WOOD STRUCTURE = 1" MIN. WOOD SUCK INTO METAL STRUCTURE - 3/4' MIN. i 17 •. nnm WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. H © 16 CONCRETE AT HEAD,SILL OR JAMBS f'c = 3000 PSI MIN. 50 C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS fm = 2000 P51 MIN. a m ur a i JI 5 En9r.JA4AD AHMAD ' a o CML � N ea a FIA.PE A 70582 Q C1 X638 PRODUCTRBVISBD 3 4 z $ - ..` .. v_.' > 'I • •'B,,fld ylnB wish tho Florida o TYPICAL CHORS PFPICAL ANCHORS"BuRding Co �.A/1 drawing no. n ..• m.. .. SEE EUEV. .. A _ FEE SPACING FOR SPACING g�19d Daz0 �1, . .°� � �g gU15 W1 1-05 E0GE DIST. LGG.ISE. � aml adoProduclCon 1 sheet 2 of B rr � i/+•A1nX 1/a'MAK. 1 SHIMS 1/a'MA%. z SHIM O S O WOOD BUCK SH1M Q 1B 4n a B 2 ' 0 o TYPICAL ANCHORS 20Y W000 BUC c V SEE ELEV. TYPICAL ANCHOR ------- -SCREEN OPT. ---------------- o. FOR SPACING OD STRU RE SEE EL �•C FOR SPACI G 1 1/2 V ---- - --- ----- _- ------ - - -- - - Q 8 1/4 3 Z�N� F: B 7 TYPICAL ANCHORS 1 EXTERIOR v FOR sPACING STRUCTURE D.L.OPG. = a CJ o VENT WIDTH J 3 WINDOW WIDTH � (n � o in W {n pp � Nr 00") N MIAMI-DARE COUNTY o —,j m•J° 3E APPROVED MUWON ? W 2� SEE SEPARATE NOA ?'Z o TYPICAL ANCHORS �� n SEE ELEV.FOR SPACING 0 v Wow I r---T I Q-3 og 1 I _ u L---J m § � mm WINDOW WIDTH WINDOW WIDTH O a n'?sea m`� �-•® - •q Es "' �o<mmmw 0 •J 9 tl Eegr.JAV AHMAD •° CIVIL FIA.PE 70592 . o PRODuarR8VI9ED ,b m—plylaBtviO�ljtte�FiaW0406- n��/ �/� B�tanONo'•w✓ �TVt7•,L`,/ drawing no. • eX �CZD3 2015leml'ro oct Con fol sheet 3 of 6 U EDGE ___ _ _____ DISTN EDGE . METAL fir______ __ _____i'1 0 TYPICAL ANCHORS STRUCTURE �I MIAMI-OCOUNTYE COUNTY APPROVED 1� SEE ELEV.FOR SPACING I I MULLION& MULLION ANCHORS I I Z j SEE SEPARATE NOA iI e ..q t 11 EDGE DIST. �i � Na f a v OG 7 15 i I 15 h I 15 h 'Idi a a1W., ALT. a O O TYPICAL ANCHORS I TYPICAL ANCHORS N- SEE ELEV. SEE ELEV. Q FOR SPACING FOR SPACING � J o yl J jl w � W 0 00 n amv � M N 6 1/4"MAX. C Z 3 c SHIMS 15 ALT. 0 t J �1 W LLI TYPICAL ANCHORS 0 rn SEE ELEV. FOR SPACING O TYPICAL ANCHORS Is _ SEE ELEV.FOR SPACING Na n � PRODUCTREVISED v $ wmplyhlg with theFlmidfl AlnmseCo O p Dew Mo21, B qON YI •] O O o�O ALT. fl11e uC1 CO 91 C 6 m 0 0 W 1s INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En9r.JAVAO ° �LPE 0 70592 s o� X ' P Ar�avRng no. > EDCE DISE. rY l 1-05. 1 Ui5 sheet 4 of 6 2.7SD ITEM PART® 'QUANTM DESCRIPTION MATERIAL MANY./SUPPLIER/REMARKS It V W ��- 1 E601 4 FRAME HEAD/SILL/JAMB 6063-TB - `!! o .500 2 E502 a VENT „6063-T6 3 FY108 AS READ. GLAZING BEAD(5/16'IAM.CUSS) '6063-T6 Z j 1'330 � 3A E505 AS READ. GLAZING BEAD(INSUL IAM.GLASS) 6063-T6 - 0 062 � 3B FY109 AS REQD. GLAZING BEAD(7/18'IAM.GLASS) 6083-T8 j 4 ESO6 AS READ. SNUBBER-VENT.FULL LENGTH 6083-T8 O O .078 2.821 . 4A E509 AS REQD. SNUBBER-FRAME,FULL LENGTH 6083-TB - }ryi, V 5 E506 OPTIONAL SCREEN FRAME 6063-T5 LL 7 #10 X 1-1/4 AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS y 8 E203 AS REQD. BULB WFATHERSTRIPPWG.DUROMETER 83 SANTOPRENE ULTRAFA8 iG a 9 E203 AS REQD. GLAZING BEAD BULB.DUROMETER 65 SANTOPRENE ULTRAFABCf 0 V 10 35.12.00.400 2/VENT 4 BAR HINGE,AT TOP AND BOTTOM STEEL TRUTH,INSTALLED WITH(2)#10 X 5/8'SDSQ C Q FRAME HEAD/5(1L/JAM3 �� 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH _ g df 12 6/VENT KEEPER STEEL �i a 13 - - 1/VEM ROTO OPERATOR ZAMAK/STL. TRUTH Q Cl <-2.354 14 PSJ40-SS 2/CORNER FRAME/VENT CORNER KEY ST.STEEL w {L?N —1.330-115 FY120 AS REQD. FLUSH FRAME ADAPTER 60.63-T6 OPTIONAL a F+-2.688 16 - 3 AMI SAC SKATE NYLON M&M PLASTICS ^ pJll7 .062 17 ®10% 1-1/4' 2/SKATE FH SDS SKATE SCREWS is SB X 3/4" AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS Y APART,PAIRS SPACED AT 7-3/4'O.C. V 2.094 .372 '500 .769 19 - 2/LRE SETTING BLOCK.3/16'X 3/4'X 4'LONG EPOM DUROMFTER 8015 SHORE A J n .062 2.813 �. 20 FL8=50 = G1A55 SPACER- 1/8"HIGH SILICONE FRANK LOWE p3 .896 2.811—� 21 INSUL.GLASS EDGE SPACER ST.STEQ. CARDINAL XL $ (n SEALANT: •718 •590 15 FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W U) I SCHNEE—MOREHEAD SM5504 SEAM SEALER. �j P Lsaz d 1.750 r, F �_ PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. 3" N lei, pon ce 0 VENT Z .493 .--LOCKS: O 0 ' 1,750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' ?�z N 's19 AT FRAME JAMB rr LOCK OPERATOR #24.33.XX.004 AT B-1/2" FROM SILL O �— FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. N W eo3 oas LOCK BAR SECURED TO JAMB WITH LOCK GUIDES '493 #33489.00.0001-SPACED AT 12-3/4" O.C. MAX. O 1'047 EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 14 Q CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT PENT 3 GLAZING BEAD (5/16' IAM. GLASS) EACH FASTENED WITH (2) #10 XI5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES c (� 245 o 0 8 p.13D HINGES: �- 7a0 t2o 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODTJCTRBVISBD ° 2 .803 045 0 —� wwmplyh*wn Olaflmida — LOCATED AT TOP AND BOTTOM CORNERS BuildingGDde t I� FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS AaePtanoOD � Z 2 1.172 OPERATOR: By H 3A GLAZING BEADINSUL. LAM. GLASS) aA SNUBBER — FRAME y $S o o ( ) uc SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' 4I odeProdlC Irol LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS «I .394 Y45 OPERATOR TRACK #30175 AT BOTTOM RAIL En9r.JAVAD AHMA° p ! FASTENED WITH 2 10 X 1" P PH SMS °M' j ( ) # FIiL PE¢J 78 g �CAN. 538 a ,� •03 .050 •78.x0 x'120 ANTI—SAG SKATES: /- a VINYL ANTI—SAG SKATES BY 'M&M PLASTICS' 1.047 '720 (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS drawing no. (1) AT BOTTOM RAIL AT 4" FROM LOCK STILEW11-05 36 GLAZING BEAD (7/16" LAM. GLASS) ® SNUBBER — VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. JUN •;tZO15 sheet 5 of 6 o m f04. " 0 z O� a ao 14 Co / 7 0 y-: / /� J N f n O oM 0 Z 3� Z�O d. $ U�w VENT CORNER FRAME CORNER LIJ P.M.2 3 i • �m� N mow{{YI .S e L C t m Y G w Engr.�JAVAO AHNAD � •1 e CML N FLA.PE 70.522 c _ PRODUCE REVISED CAN. 3e ascomplyingwitbUtoNlosidm .. EuildingCudo a�..�„�i1 0 9 Aeceplsncc No �� z"r1.L O Ex ttelionDaw O � Browing no. niima ver�a��Lc JU 2015 W1 1-05 sheet g 0f 6 MIAMI•DP►DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION mmm 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) wmKmiamidade. ov/econom ECO Windows Systems,LLC 9114 N.W.1061h Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction.(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA. reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.T. APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2. See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37".See locking options 1 &2 in sheet 771. 2. Laminated glass types GI and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. 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#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Isliaq I.Chanda,P.E. NOA No. 15-0603.13 M1AM1•DADE COUNTY AN� � lu 2,017 Expiration Date: March Z0,2019 q Approval Date: October 15,2015 `' ? 9 9 VU `i G : Page l ° �s �a0 L ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E.Droz-Seda,P.E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014(5th Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.T.DuPont DeNemours& Co.,Inc. for the"Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. 3.. Lab compliance as part of the above referenced test report._ G. OTHER 1. This NOA revises NOA 02-0402.03,aspiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No.15-0603.13 proV ��, `l _ Expiration Date: March 20 2019 Approval Date: October 15,2015 E-1 1/8'HEAT StREN'D. GLASS 3/16'HET STEWr i D .GLASS 090"Mario090'Interloyer ButocitePVB Butocite PVB By Kurcray Americo, Inc.' ByKurcy America, Ino.'� .z HEA T STREN'D. GLASS 3/16"HEAT STREN'0.GLASS SILICONE SILICONE FirQ0VcoLi' ty aLLqo jam DOW CORNING 899 DOW CORNING 899 gj 26 26 ro 14 0o2 T1 . SETTING BLOCKS AT LAM.GLASS y r $r READ. FOR WIDTHS EXCEEDING 36 ONLY. r NOTCH GLAZING BEAD LEG TO .I Z \ f CLEAR BLOCKS W 'E GLASS TYPE 'GI' -GLASS TYPE 'G2' � J � 8'TEMP.GLASS .;� 5/16`AIR SPACE g E 8i v 1/8`HEAT STREN-D.GLASS W 090'Interloyer SaRea Clear And Color Glass }.W w By'Eastman Chemical Co.' c' (n P�n y cn HEAT STREN'D.GLASS 'y 0 n 0 0_Ow DOWCORNING 899 3SILNE *1 Z Li tttnnn3 z 28 METAL ESPACER 15i 8 WWF r ` O 35 SILICONE SERIES 60 ALUMINUM OUTSWING ENTRANCE DOOR \\ // SETTING BLOCKS AT INSUL.IAM.GLASS SINGLE (X)AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS `8 STAND ALONE SINGLE SIDELITE SEE SHEET 3. o o SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. PRODUCI'REVISED v2 a tr t1MPyMi+'ilk&C no" a E Cot DORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION bN"Xy« N.Lq:90-3.13 RESISTANCE IS REQUIRED. E%pk*YnD.tcdW-442d,$e11 n « n n 2 m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEm $$$ REQUIREMENTS VA t roB"t'ZON11% 5S OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY a TO TRANSFER LOADS TO THE STRUCTURE. Engr:JAVAD AHMAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. CIL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA.P2 ANCHORINGOO THLOADING IS APPROVAL MONS NOT SHOWN IN THESE DETAILS ARENOT PART $ g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. AS4 20b drawing no. COME INTO INCLUDINGIALS STEEL/METAL CON ACT WITH OTHER DISSIMILAR MATFMATERIALS SHALL MEET�HE W12-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet of 9 98/4'MAX. 76'MAX. 37 3/18'MAX. T� w FRAME WIDTH FRAM D FRAME WIDTH a HEAD.,� I ANCHORS 12" (4) AT STILE DDC 12" s =-_F=-_,/mo)fi.;IIiIrn;iI1Iti7i•t:I 1/i --_M_AX_ _-_ . O5'&WxSILL 5HA � EO RN/ SILL ONALLr CORNERS SILL RERS CO0 LOCH OPTIONS LOCK OPTIONS ®1 OR#2 OR 82 (OPTION 2 SHOWN) (OPTION 2 SHAW SEE SHEET 7.SEE SHEET 7.1 FOR DESCRIPTION 6 FOR DESCRIPTI pro I;/ sZOJ J ° O JI --- --- ter V FUUUZ~-) Li- It 0») h�No� a")_ ACTIVE 1�2 6 � aNomvn4n INACTNE ' ACTIVE ,� 3� m7 m W SURFACE APPLIED 32 3/4' ¢ W SURFACE APPUE SURFACE PLIED z _[:: FALSE MUNTINS OR 26 15ff6" ¢ FALSE MUNTI fi OR 26 15/1 B" 26 15/18" y x FALSE MUNTINS OR LR •o DECORATIVE d ILL O.L OPG. O.L. OPG. io DECORATIVE GRILL D.L.OPG. m $ D DECORATIVE GRILL D.L.OPG. v MAY BE USED MAY BE USED ./ MAY BE U ED 37"MAX. 3T MAX. LEAF WIDTH LEAF WIDTH N (XX) (0) o STAND ALONE SINGLE SIDEUTE R DOORS LOAD CAPACITY -PSF DOORS LOAD CAPACITY- PSF SEE SHEET 3 FOR CAPACITY INN SINGLE DOORS(X) DOUBLE(XX) DOOR DIMS. LAMINATED GLASS "DOOR DIMS. LAMINATED GLASS moDUC F REVISED FRAME LEAF FRAME FRAME LEAF FRAME su WINIPI RS WED"b"Fforld" WIDTH WIDTH HEIGHT EXT.(+) INT.(-) WIDTH WIDTH HEIGHT EXT.(+) INi.(-) Iweding Code m ^ _' A Baa No lS-dba3•�3 w o 4 g b� *dam 39-3/4" 37' 96' 70.0 75.0 75" 37' 98 70.0 75.0 pelt C 4 m GLASS D.L.O. DIMS. Eqn HMOID O.L.O:HEIGHT = FRAME HEIGHT - 11.125" FL�E O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" FLA. 3538 92 0 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 cn NOTE: 0 n.2015 GLASS CAPACITIES ON THIS SHEET ARE drawing no. NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) d� EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION W12—�$ BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05—DEC-219 sheet 2 of 9 �m DESIGN LOAD CAPACITY - PSE. 148'MO. DESIGN LOAD CAPACITY- PSF SIDEUTFS WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH STAND ALONE SINGLE 51DEIJTES (SEE NOTE BELOW) HEAD&SILL ANCHORS t� SIDELITE SIDELITE SIDELITE SIDELITE AT STILE ENDS Iq 3 WITHOUT WITHOUT WITH CLUSTER OF (4)AT 3"O.C. FRAME FRAME REINFORCING FRAME FRAME REINFORCING REINFORCING 'C WIDTH HEIGHT WIDTH HEIGHT 6" (4)ANCHORS AT HEAD/SILL 12" INCHES INCHES EXf.(+) INT.(-) INCHES INCHES EXT.(+) IM.(-) EXT.(+) IM.(-) MAX* £ N n• 24 70,0 75.0 24 70.0 75.0 70.0 75.0 5'MAX. 3" HEAD/SILL TYP. IC SF1LA0 _ Cr, g 30 30 70. 75. 70.0 75.0 CORNERS F •� ��` [�jj is 36 82 70.0 75.0 36 > .0 75.0 70.0 75.0 70.0 37 70.0 75.0 70.0 75.0 O� 42 81.7 68.1 42 61.7 66.1 61.7 66.1 W 24 70.0 75.0 24 70.0 75.0 70.0 75.0 jj II / I 1 \ ff C Y 30 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 II I1 1 i 40 37 70.0 75.0 37 70.0 75.0 70.0 75.0 6 42 61.7 66.1 42 61.7 66.1 61.7 66.1 II I ;i E I 1 \\ j Q 24 70.0 75.0 24 70.9 75.0 70.0 75.0 II / II I I \ Q Wrl 30 92 89.8 69.8 30 92 89.6 69.8 70.0 75.0 u 36 64.1 84.1 36 64.1 64.1 70.0 75.0 a '-'-�tY �r� \ /� 37 63.3 63.3 37 63Z 63.3 70.0 75.0 u 1 II I I iy - �S w a IN�' 11 ��' V N 24 63.3 63.3 24 fi3.3 63.3 70.0 75.0 $ i. / I I// 1 1 n /n O �/ � Qi N JI It// 1 I tp ,,// �o J 1 i/ N N 30 98 57.6 57.8 30 98 57.8 57.6 70.0 75.0 m '� I� II 1 I m q m o O W o __JL___._ ___Jl___-_ I I 77 S 36 53.1 53.1 38 53.1 53.1 70.0 75A ==---Ir----- \----n----` I I 37 52.4 52.4 37 52.4 52.4 70.0 75.0 IL WREINFORCING O AS REDO. LO K OP.t'10 SEE CHART ===fit-=_= 1IQt OR/#2 }Ld(0 N1S0 ) 2 V)EoO SE SHEET 1 DESCRI TIO G I I ACTIVE gi Z '^ 1� y Z 39-3/4'MAX.(51114 E) / / ME � W OI SURFACE APPLIED SINGLE SIDELITE WIDTH SIDELITE WIDTH 76'MAX. (DOUBLE) FALSE MUNTINS OR 32 3/4' \ 26 15/16' 26 15/16" o O DOOR FRAME WIDTH DECORATIVE GRILL D.L Opo- MAY OPG. D.L OPG. io MAY BE USED 37" PRODUCTREVISFO NOTE: LEAF WIDTH n rn�plrleg wiik Ike FbrI4 FOR 'DOORS CAPACITIES SEE SHEET 2. IwwNnY Coae �o�3• FOR SIDELITE CAPACITIES SEE CHART ABOVE. SLDELTTE FRAME WIDTH 39 3/4'MAX.(SINGLE) AaxpllwceNo13�2011,� 8-8 LOWER VALUES FROM DOOR OR SIDELITE CHART MAL 76'MAX. (DOUBLE) 6ylFlatW Wte g $ WILL APPLY TO ENTIRE SYSTEM. SEE.CHART AT LEFT DOOR FRAME WIDTH 1S1~«a` �yK R (OXXO) TIS °'►"C'""d C IIIm MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 GLASS D.L.O. DIMS, H o > S D.LO. HEIGHT(SIDELITE) - FRAME HEIGHT - 11.000" D.LO. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 0 Eng..JAVAD AHCMLMAO PE d 70592 0 h8 C-D NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 A.2015 drawing no. r7 AND FLORIDA BUILDING COMMISSION W12-08 DECLARATORY STATEMENT DCA05-DEC-219 sheat �of 9 PROPERLY SECURED 23Y WOOD SUCK 9/16'MIN. TYPI ANCHORS EDGE DIST. 18Y W000 BUCK OR w THROW BOLT EDGE T. SEE El ATIONS WOOD STRUCTURE o PENETRATION FOR SPA INC '�.; EDGE DIST. METAL I n: SEE NOTE SHEET 1 e n, •e a+' EDGE I EDGE DIST. a i. 0 a 0 i ° 0t v O i I 26 2TYP SEECAL ELEVATIONSRS SEE TYPICALELEVATIONS SEE ELEVATIONTYPICAL S 0 IL r I FOR SPACING FOR SPACING FOR SPACING 0 1D ------------------- I'm IAMI-DADE COUNTY APPROVED I I I I SEE SE CUPPED MULLION I I b 1'' II II O 0 � U) w GLAZING OPTIONS W SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS }} FOR SPACING mr a a 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS O mo T m a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 0 oM a THEM TO THE BUILDING STRUCTURE. Z m W TYPICAL ANCHORS: sEE ELEv.FOR SPACING O�_w 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Py-155 KSI) W rn� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY PRoDUcTRIEVTsso 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) eeemwWYUYwitlDleFl" � $a t>rWMI Cad. 1-1/4° MIN. EMBED INTO CONC, OR MASONRY (JAMBS) AasptwceNot -D 1 DIRECTLY INTO CONC. OR MASONRY RapiTMfet Dau2e11N o 8 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) (µ` t' ^ $� 7A 7 1-1/4° MIN. EMBED INTO CONC. OR MASONRY (JAMBS) C-wd #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Li Oi I INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") o o N 4 B i i 26 2 INTO METAL STRUCTURES ° =S 6 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) m a m u 25 I i 1 f ALUMINUM 1/8° THK. MIN. (6063-T5 MIN.) DOOR DETAILS a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Engr.JAVAD AHMAD J TYPICAL EDGE DISTANCE CND. i m ..__......:........._..__.. s...._._._ PE 70692 '� y _ ...._..........._.._._...... _ n • INTO CONCRETE AND MASONRY = 2-1/2" MIN. .a...., ° INTO WOOD STRUCTURE — 1" MIN. 6 k INTO METAL STRUCTURE - 3/4° MIN. U 4 ZM TYPI ANCHORS O EDGE DIST. s ELEVATIONS WOOD AT HEAD OR JAMBS $G - 0.55 MIN. W BOLTPc !- drawing no. 1/2'MIN. R SPACING CONCRETE AT HEAD, SILL OR JAMBS Pc p 3000 PSI MIN. W1 2-08 BRO P�lETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm =2000 PSI MIN. �� sheet 4 of g y 7-- G-1) 1/4-MAX, O O ..1/4-MAK. CONCEALED RUSH BOLTS SHIM LEVERS AT STILE FACE SHIM 3 TYPICAL ANCHORS 18Y Zr WOOD BUCK / FOR RE ELEV. t6 ACTIVE LEAF zd ru ",IirG 26 13 _ �e• (8' � O o �n P •. j%65F01 o - -•.x! TYPICAL ANCHORS O 17 Q wSEE ELEV. (�Gp .'1t"4{ FOR SPACING o a Q a 8 Oo25 23 EXTERIOR 19 D.L.O. ..•:..�.: METAL STRUCTURE 37-MAX. SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS gt OR 12 39 3/4'MAX. (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 FOR DESCRIPTION' 1/4-MAX. v U 1/4"MAX.•. O V SEAM CONCEALED FLUSH BOLTS 3 LEVERS AT INSIDE FACE OFSTILE CONCEALED RUSH BOLTS OR WOOD Bl)EK W ' TYPICAL ANCHORS '• LEVERS AT STILE FACE OR C/TU SEE ELEV:'•.•:•. WOOD SIR RE FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF W EE NOTE Ef 1 0 Nou 26 13 26 o O O_M 23 � 13 25 TPICAL ANCHORS SEE 19 9 pD.L.O.O. SPACING 11 70 D.L.O. FOR SPACING LEAF WIDTH LOCK OPTION d2 EXTERIOR ' LEAF WIDTH °�n 76-MAX. DOUBLE DOOR FRAME WIDTH 8 MODUCf REVISED mplylas 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY M c A"aplICAd wilt the ctioce Nol -Oba •1 0 0^SI 4 INACTIVE LEAF ACTIVE LEAF 26 _ItfiaJ lFk�roMaNCWtAI .ate _N f C.-.® En9r.JAVAD AHMAD �d p� CML N \ ?Y FIA PN A 70592 CD { X538 o M as. I I if EXTERIOR 2a�5 drawing no. cj'-� W12-08 s DOOR DETAILS � q LOCK OPTION $1 sheet 5 of 9 H104ftlUl ICAL ANC RS SEE ELEVATIO /4MAX.FOR SPACING SHIMDSf.• SHIM1 OYWOOD BUCKI --SEE—ELEV. a FOR SPACING w v p�y O 22 �a ••°. �,O v. a F 4 o•. TYPICAL ANCHORSSEE Q a Q 6 P. FOR SEPAYCING a O ,8 u EXTERIOR j�zz -el 4 D.L.O. Q W ei E METAL STRUCTURE O SEE SPEC SHEET 4 42"AT 86"HT. ' 37"AT 98" MAX.SINGLE HY. FpRNCO/uLplCYMf YIT0 orAeSIDELffE WDTH 4R.S. U N b pt�i Co No lS^O Le3.1� gipywl4++Dltte�iq � � GLAZING OPTIONS REINFORCING SEE SHEET 1 X12 SMS 18 AS REOD. FS i/4"MAX.-, O AT 6"FROM ENDS O SEE SHEET 3 to SHIM AND 11"O.C.MAX. T�iill =O aith 5 B 3 0 0 0 M vOVi W o m J W 16 13 26 0. 24 W i 2d Uw GST w I O TYPICAL ANCHORS w - SEE EI EV. t�t FOR SPACING 23 g g ,a ,6 zs D.1 19 O.L.O. LEAF WIDTH a aA EXTERIOR J9 3/4"(SINGLE) SIDEUTE WIDTH _ 76'(DOUBLE) 001 MAX. DOOR FRAME WIDTH 'H o g o 2 a m u MAX. UNIT FRAME WIDTH O -IAV-PHMAD 1 FLA.PEMQ 70692 s n 22 9 n _ drowing no. °EDC DIST. TYPICAL ANCH $ , 2015 W 12-08 SEE ELEV S sheet 6 Of J SIDELITE DETAILS FOR NG ITEM# PART 0 READ. AESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS �V 1 5601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E802 - FRAME COVER 6063-TS - a J E603 - DOOR FRAME JAMB 6083-76 - O 4 E604 SIDELTIE TOP&BOTTOM FRAME 6063-76 - 4A E626 - SIDELITE 9"BOTTOM FRAME 8063-T6 - �Q'a aI 5 E605 - SIDEU E FRAME JAMB 6063-T6 - 0 6 E606 - SIDELITE SLIP ON JAMB 6063-76 - a 7 E607 LEAF TOP&BOTTOM RAIL 6083-T6 - 7A E625 - LEAF 9"BOTTOM RAIL 6063-T6 fl N 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - OO m 9 E609 - LEAF HINGE S71LF 6063-76 - Q g Q G 10 E610 - LEAF LOCK STILE 6063-TB - 0 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 4�I 12 E612 - LEAF ALIGNMENT BRACKET 6063-T8 - LLy 4 13 0613 - LEAF CLAMP 8063-T6 4-1/4"LONG Q z 13A E613 HINCE BACK-UP PLATE 6083-76 12"LONG 14 E614 - GLAZING BEAD(5/16"LAM.GLASS) 6063-T6 - O 14A E109 - GWJNG BEAD(7/16•LAM.GLASS) 6063-78 - 15E615 - GLAZING BEAD(INSUL. GLASS) 6083-T6 - v U 16 E616 - SNAP COVER 8063-T6 - 17 E613 - HOLT SUPPORT 8063-T6 NOT SHOWN N 18 - AS REGO. SIDELITE MULLION REINFORCING 6063-TS - 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. W 20 F81202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. tj Ij 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULUVAN&ASSOC. t/3 c 22 912 SMS I AS REOD. FRAME ASSEMBLY SCREWS r 23 ®12 X 3/4" - HINGE INSTALLATION FASTENERS SMS 0 0") 24 - - 3/8"DIA.THREADED ROD STEEL - o— 25 W71323 PILE W'STRIPPING WOOL ULTRAFAS Z � 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 3 Z 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 0 d 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. W :uxl 29 E622 FLUSH BOLT CUP NYLON - 30 OLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1W8 - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ADAPTER FH SELF DRILLING SCREWS - - U 34 2J LITE SETTING BLOCK, 1/4"% 1/2'X 4"LONG EPDM AT 6"FROM EACH END, DUROMETER 8018 35 - 2/UTE SETTING BLOCK. 1/4'X 3/4"X 4"LONG EPDM AT 8"FROM EACH END.OUROMETER 8015 N cR R SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH N N SCHNEE MOREHEAD JM5504 SEALANT. pRoDucrAEYWO m moplyw MTh the Florid% •m° S S pbuidwcode ose Nol 0(d •{ C a m o _ gy.11w Mtc z.119 O _ V,;, t� N ` Engn JA AD AHMAD ade%Cee>rd n •m CIVIL •. FLA.PE A 70592 ' C '3836 drawing no. y' E1' 4 2015 W12-08 wsheet 7 of 9 r, u Cmois emra LOCKS: 1.4ij OPTION Al: OPTION 82:C/ZTTNE LEAF: ACTIVE LEAF4 POINT LOCK ASSEMBLY DLOi-6007 BY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE(2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY'KWIKSET' LOCATED AT 39-1/4"FROM BOTTOM 1/2°DIA THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ONAND(1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4"FROM BOTTOMTHROW BOLTS ATTACHED TO LOCK BY 3/8°CONNECTING RODSCONCEALED FLUSH BOLTS 8Y'SULUVAN &ASSOC.'LOCK HANDLE LOCATED AT 42-1/2°FROM BOTTOM 1/2°X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' LOCATED AT 10-5/8"FROM TOP-AND BOTTOM 1/2°DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH(2) #8-32 X 1/2°FH MSHEAD AND FRAME SILL INACTIVE LEAFTHROW BOLTS ATTACHED TO LOCK BY 3/8°CONNECTING RODSCONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.'LOCK LOCATED A7 42-1/2"FROM BOttOM 1/2"X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILLMANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACEOF LEAF STILE LOCATED AT 10-5/8°FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2°FH MS I I1 I I Ld 09 1%IODUCS€O t SCTO"With the Flork4 9 $ZLVIIIIIA } Aeapla�teMo(5 0603.1$ O't_Ji Rye Date R LU rn� J} I I I p is 1, ACTIVE I PIACTNE I I ACTIVE ACTIVE INACTIVE ACTIVE tiK 6�", CMt101 as 6, 1 Gam, 0 phi �O¢ W—M HINGES' w Engr.JAVAD AM= �' c 3-1/2"X 7-5/8°X.122"THK. EXTRUDED ALUM HINGE CIVIL i m PART#FD-107 BY SULLIVAN &ASSOC. FLA.PE#_70592 o n 3 HINGES PER LEAF CA 8 BOTTOM HINGE AT 10-1/4"FROM BOTTOM 5 TOP HINGE AT it-3/4"FROM TOP �p CENTER HINGE AT MIDSPAN (38°O.C.MAX.) drawing no. HINGES FASTENED WITH#10 X 1"FH SMS (5)SCREWS AT HINGE STILE W12-08 (6)SCREWS AT FRAME JAMB sheet 7.1of 9 1.750-1 �-519 -1 .394 � 130 .078 . I r. o rg N .825 !-Z'� .803 045 .803050 .803 045 Z L1�J 1.825 .0784�j 4.031 1.047 1.047 1.172 P 4.750 C f_2.062 C 1a GLAZING BEAD 1aa GLAZING BEAD is GLAZING BEAD 5/16'GLASS 7/16'GLASS INSUL GLASS 1 DOOR FRAME HEAD/SILL O N 1.507�I V 0 m 4.000 0 E Q roa 7 LEAF TOP/BOTTOM RAIL O 0 1.625 4.719- 'y {1•z�yyy 3.719 .078 Q �v 4.781 L--JM li .078 1.750E:: r � 1.507L 8.250 IIS-1.500 V 7.531 I r 312 4.000-moi ---F.312 3 N s LEAF HINGE STILE FROAucrREVISM u I osz �s eoo,NLfA,g,.xx lxi WlnrL�n � 1.507-.4 5.344 haulms CvQr q tj 1.750 4.000 e LEAF W'STRIP ADAPTER A, °C°�I �9 �q WW. O rn SIDELITE TOP & BOTTOM FRAME 1.750 I 094 + C'"1191 00 0 1 2.081 7 1.750-�I .312 ,442 Z Ci .078 •329 Z 076 7A 9" BOTTOM RAIL 12 1.584 W�� 1.612 to LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET Iy� x{.750 x,,281 � 2 FRAME COVER 5.344 I -� .078 .375 .125 2.081 I .050 ,•bs7 11071.750 � 1.57 •125 3.781 a II I� 3.719 •078 _T 13 LEAF CLAMP LLD 16 SNAP COVER 11 LEAF ASTRAGAL STILE L 9.000 HINGE BACK-UP PLATE 8.281 0 u^ o 1.500 1.500 1.250 r^- IB •w o�}o$ .719 .719 SIDELITE MULLION REINFORCING .078 Engr.JAVAD AW/,AO n o �. FLA.PE 70592 n X4.000 '�§' 4.000 �,R3 I1.825 4'188 CAN. e b .078 3 2.097 � -�7 O �a.000�l o7s 5E 0120Udraw,0 4n W12-08 3 DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB sheet 8 of 9 22 22 �U w 22 LM N 0 � ' 98 &L &1 a arc a 0 � z��F aHSI O � U $ DOOR FRAME CORNER W SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER Z_3v� ryY'cx• O 3-Z N Va't E3 0^B W rnf PRODUC f Bmme as tampyjW1 silk The Florida �s CW* is a�pg�13 12 S�IrMfw Oqe 312e 1 Cq 8 8 .may 1 i r c till� � i C a m O En n AAVADpMAD AH RM C.A. 3838 92- s }` s � � S "2095 drawing no. LEALCORNER W12—OS sheat 9 of g M IAM t-RADE MIAMI DADE COUNTY fr9°l°1i1�1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) wwmmiamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing.the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade,County RER- Product Control Section to be used in.Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami--Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the'manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 550" Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT.: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11,with revision D dated 06/23/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade.County Product Control Revision stamp with the.Notice of Acceptance number and expiration date by the Miami-Dade County.Product Control Section. NDSSIL]E IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear.a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this.NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is. displayed,then it shall be done in its entirety. i 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 No.13-0206.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0406.11 MIAMI pADE COUNTY Expiration Date: May 05,2021 ` j d (. 3 Approval Date: July 02,2015 Y10� a�a�� 1� �� Page 1. Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets I through 6 of 6,dated 02/28/11,with revision D dated 06/23/15,prepared by.Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Report No. RETI-10-3145,dated 12/29/10,signed and sealed by Candida F.Font,P.E. (Submitted under NOA No. 11-0309.07) 2. Test reports on: 1)Large Missile Impact Testper FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.;Test Reports No. RETI-10-3146,HETI-10-3147 and RETI-10-3149,all dated 12/29/10,signed and sealed by Candido F.Font,P.E. (Submitted tinder NOA No.11-0309.07) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up.drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Report No. HETI-10-3148,dated 12/29/10, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.0 7) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Mance a ex,P.E. Product Conn 1 xaminer aNd'°:'��n'{ ? J�gAY NOA No.15-0406.11 -i°�°c�� ; y� Expiration Date: May 05,2021 Approval Date: July 02.,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite*PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No. HETI-10-3145,HETI-10-3146, HETI-10-3147,HETI-10-3148 and HETI-10-3149,all issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,signed and sealed by Candido F.Font, P.E. (Submitted under NOA No. 11.0309.07) G. OTHERS 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC for their Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I., approved on 05/02/13 and expiring on 05/05/16. VILLAF Manuel P re P.E. GE`, Product Control miner NOA No.15-0406.11 Expiration Date: May 05,2021 Approval Date: July 02,2015 E-2 0 • WIN WIDTH �U wo I FALSE MUNTINS - O (SURFAACCY APPLIEDBE USED j _\ 8 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. C SHUTTERS ARE NOT REQUIRED. d Igo a ECO-GUARD SERIES-550 V c N - ALUMINUM FIXED WINDOW d° DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. 4' n I � Q�3� +a �x o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE Lt.z N=m ----�t--Y7-��---- COMBINATIONS OF FIX.JFIX. OR FIXED WITH OTHER t7 t9 z d ii ii 'm WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING Q E MIAMI-DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 00 II II v 1 N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEJ! 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o HURRICANE ZONE (HVHZ). yi z yi WOOD BUCKS 13Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 3; FW- LOADS TO THE STRUCTURE. tj x P ` ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OFTAILS,ANCHORS w V)w \ N 10 1/2' on EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. N _- MAX. 6" ANCHORING OR LOADING CONDTITONS NOT SHOWN IN THESE DETAILS ARE T0- m HEAD HEAD/SILL NOT PART OF THIS APPROVAL. ZDD 0 0 0 J 3 SILL CORNERS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � Z 3i U_ g{ ELEVATIONALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. ¢ 3 z m MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT SO 0COME INTO d' REQUIREMENTS OFCTHEn FLORIDA OTHER BUDILDSING ODTERWLS SHALL MEET THE h W � F71 G' 1/8"TEMP.GLASS O � 'cr 3/8"AIR SPACE r-� 1/8"HEAT STREN-D.GLASS 1/8'HEAT STREN'0. GLASS 3/16'HEAT STREWD. GLASS a u 090"Interlayer 090"Interloyer 090'Interioyer DuPont Butocite PVB DuPont Butocite PVB DuPont Butacite PVB o" By'Kuroroy America, inc.' By'Kumroy Americo, Inc.' By 'Kuraroy Americo,Inc. 1/8' HEAT STREN'D. GLASS 1/8"HEAT STREN'D.GLASS 3/16'HEAT STREN'D. GLASS _i PRODUCT REVISED 11—In '� 'I as complying with the Florida SILICONE SIUCONE SIUCONE "WoS "I nDOW CORNING 899 DOW CORNING 899 DOW CORNING 899 JN 8 8o . 5 i � 9SETTING BLOCKS ATr� ' - IAM. GLASS-AND INSUL LAM.GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS o FW..JAVAD AHLIAD p CML S 0 0 _ - F A.PE 70592 -g CAN. 38 8 , AT 1/4 POINTS ON UTES 10 AT 1/4 POINTS ' 9 AT 1/4 INTS ON UTES 23 201 $ m 9 WIDER THAN 36"ONLY 9 ALL SIZES WI 36"ONLY drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' GLA S TYPE 'B' GLAZING OPTIONS (sheet 1 of 6 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF WINDOW DINS. GLASS TYPE'A' GLASS TYPE'AA' GLASS TYPE'DAA' GL ' WINDOW DINS. GLASS TYPE'A' Buss TYPE' ASS TYPE'D' W �L� WIDTH(W)LENGTH(L) EXT.(+) INT-(-) EXT.(+) INT.(-) EXT.(+) 1M.(-) WIDTH(W) LENGTH(L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1NT,(-) 30" 70.0 75.0 70.0 75.0 _7_0.0 75.0 26-1/2" 70.0 75,0 70.0-, 75.0 70.0 75.0 36" 70.0 75.0 70.0 75.0 70.0 75.0 32" 70.0 75.0 70.0 75.0 70.0 75.0 £� 42' 61_7 68.1 70.0 75,0 __70.0 75.0 37' 70.0 75.0 70.0 75.0 70.0 75.0 L q8' 48° 54.0 57.8 70.0 75,0^ 70.0 75.0 42• 61.7 66.1 70.0 75.0 70.0 75.0 54" 54.0 57.8 70.0 75.0 70.0 75.0 48" 54.0 57.8 70.0 75.0 70.0 75.0 60' - - 70.0 75.0 70.0 75.0 53-1/8" _51.2 54.8 70.0 75.0 70.0. 75.0 I ' O 66" - -- 70.0 75,0 70.0 75.0 56' - 70.0 75.0 70.0 75.0 y 2:i�% = 't 30• 70.0 75.0 70,0 75.0 __70.0 75.0 60' - - 70.0 75.0 70.0 75.0 O w/9 36" Y 70.0 75.0 70.0 75.0 70.0_ 75.0 63' - - 70.0 75.0 -70.0 75.0 0 d C QO 42' 61.7 66.1 70.0 75.0 70.0 75.0 26-1/2' 70.0 75.0 70.0 75.0 70.0 75.0 NO• Q 48• 54" 54.0 57.8 70.0 75.0 70.0 - 75.0 32 70.0 75.0 70.0 75.0 70.0 75.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTEDVER 54' - - 689 73.8 68.9 • 73.8__ 37' 70.0 75.0 70.0 75,0 _70.0 _ 75.0nCAI•LY OR HORIZONTALLY AS SHOWN ABOVE. y yq��.. 60" - - 68.9- 73.8 68.9 _ 73.8 42" 61.7 66.1 70.0 75,0 70.0 76.0 1 a 66' - - 68.9 73,8 68.9 73.8 48' 63" - - 70.0 _75.0 70.0 75.0 Q 30" 70.0_ 75.0 70.0 75.0 70.0 75.0 53-1/8" - - 70.0 75.0 70.0 75.0 36" 70.0 75.0 70.0 75.0 70.0 75.0 58" - - 86.4 71.1 68.4 71.1 42' 61.7 66.1 70.0_ 75.0 70.0 75.0 60" - - 62.0 66.4 62.0 66.4 () W 48" 60 - _- _70,0 75.0 70.0 _ 75.0 63" - - 59.0 63.2 59.0 63.2 68.9 73.8 68.9 73.8 26-1/2" 70.0 75,0 70.0 75.0 70.0 75.0 80" _ - 62.0 66,4 CO7 6.4 32' 70.0 75.0 70.0 75.0 70.0 75,0 0 N 86" - 62.0 68.4 66.4 37' 78" 70.0 75.0- 70.0 75,0 70.0. 75.0 Z L�yJ 30' 70.0 75.0 70.0 75.0 75.0 42" - _ - 70.0 75.0 70.0 75.0 $ F^ 38' 70.0 75.0 70.0 75.0 75.0 48' _ - - 70.0 75.0 70.0 75.0 W W w 00 42• 66" 61.7 66.1 70.0 75.0 75.0 53-1/8' - - 70.0 75,0 70.0 75.0 N(A 48• - - 70.0 75.0 75.0 26-1/2' 70.0 75.0 70.0 75.0 70.0 75.0 ZOOM54" - - 88.9 73.8 73.8 32' 70,0 75.0 70.0 75.0 70.0 75.060" - - 62.0 66.4 66.4 37" 60' - - 70.0 75.0 70.0 75.030" 70.0 75.0 70.0 75.0 75.D 42" - - 70.0 75.0 70.0 75.0 a Z36' 70.0 75.0 70.0 75.075.0 48• - - 70.0 75.0 70.0 75.0 d'q2" 72• - - 70.0 76.075.0 28-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 48• - - 70.0 75.0 . 75.0 32' 70.0 75.0 70.0 75.0 70.0 75.0 Ln W r 54' - - 68.9 73.6 88.9 73.6 37' 84' - - 70.0 75.0 70.0 75.0 C�7 30" 70.0 75.0 70.0 75,0 _ 70.0 75.0 42' - - 70.0 75.0 70.0 75.0 36" 78, 70.0 75.0 70.0 75.0 70.0 75.0 48" - - 70.0 75.0 70.0 75.0 fftt�rgµ 42" - - 70.0 75.0 70.0 75.0 26-1/2' 70,0 75.0 70.0 75.0 70.0 75.0 a to 48' - - 70.0 75.0 70.0 75.0 32' 90' - - 70.0 75.0 70.0 75.0 -09 3p' 70.0 75.0 70.0 75.0 70.0 75.0 37" - - 70.0 75.0 70.0 75.0 36" - - 70.0 75.0 70.0 75.0 - 42• - - 70.0 75.0 70.0 75.0 L9. 84' 70.0 75.0 70.0 75.0 26-1/2' 70.0 75.0 70.0 75.0 70.0 75.0 ami 2 42' - - $$ 48" - - 70.0 75.0 70.0 75.0 32• 96" - - 70,0 75.0 70.0 75.0 -PItODUCTL2EVi§BCI 9z S z as-Inplyls81vI11s ft Floride 30" 70.0 75.0 70.0 75.0 70.0 75.0 37" - - 70,0 75.0 70.0 75.0 Su11dtnBCarlo to 6" 36' 90' - - 70.0 75.0 70.0 75.0 42' - - 70.0 75.0 70.0 75.0 Aoppelc LL - - 70.0 75.0 70.0 75.0 m o c$ •sem - - 70.0 75.0 70.0 75.0 Ade pradv4C-1 - �c a m u o 96' - - 70.0 75.0- - 70.0 75.0 70.0 75.0 - ,.`®�" Engr,JAVAD AHMAO. I a NOTE: CIVIL GLASS CAPACITIES ON THIS SHEET ARE eta PE#s 70592 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). cAN. sae $ �/.. drawing no. r UNf3 2015 W1 1-10 `ate • 1 I • 19Y SEE ELEV. HORS E00 DIST. 4" WOOD BUCK FOR SPACING METAL `a STRUCTURE MIAMI—DARE COUNTY APPROVED m ,� n • °a .e a o EDC£DIST. EDGE DIST. MULLION&MULLION ANCHORS j n a a. a SEE SEPARATE NOA iv I i 1 EDGE DIST. I >o o g N a NO Q V 8 Q. O4 \N \ i \N ❑W(+J i 'Icy Zy_a 'I 'I TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 1 cNv E s' �1 II 2 FOR SEE SPACING FOR SSEE PACING FORS SEE ACING id d O u n I.II n d II TYPICAL ANCHORS: SEE ELEV.FOR SPACING 4 J W000 BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1,L4" DIA. ULTRp.CON BY 'ELCb' (Fa=177 K51,Fy=155 Ks0 0o U) �I �I AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W P d 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ii i f G THRU 1BY BUCKS INTO CONC. OR MASONRY x U)f�co �_'� p I I _m �„ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) rn� _ a °� a• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 30 oM N DIRECTLY INTO CONC. OR MASONRY Z �1 k ) 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) W fid) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) N O _3 n C-Mi #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I W�U.1 � INTO METAL STRUCTURES cn II I, ��•_° STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) a, ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATFD OR PAINTED) X12 SMS OR SELF DRILLING SCREWS (GRACE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") `o_ (NO SHIM SPACE) H IDY TYPICAL EDGE DISTANCE woaC eucK INTO CONCRETE AND MASONRY = 2-1/2-MIN. O INTO WOOD STRUCTURE = 1" MIN. n B t INTO METAL STRUCTURE = 3/4" MIN. 4 s ' a = W000 AT HEAD,SILL OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. g , I C-90 HOLLOW/FlLLED NORMAL WEIGHT CMU AT JAMBS Cm 2000 PSI MIN. o e b Eng..JAVAD AHMAD CIVIL FIA.PE 70$92 4 -� CAN. 538 a 'd• PRODUCTRLVIMID $ f. ascomplyingw8bthe FlotMda � .•$•.. 8 TYPI AL CHO S ^. ICA ANCHORSnuUdins Co�v _ O/. J ! drawing no. FOR SPACIN FOR SPACING AoeImuo.m . L/ W11-10 EDGE DIS. EDGE DIST. MI a sheet 3 of 6 u0 W ,/4•MAX. � SHIMS 1/4•MAX. 1/4-MAX. O 1e. SHIM 0 /i SHIM WOOD BUCK ,8 zd 10 oWa _ . TYPICAL ANCHORS 0C7YPICALCEDES SEE FOR SPACIN1 1/2' FOR SPACING G P, 1 1 4' -—- - I6r211.11 a0U a 3o 0 TYPICAL ANCHORS V�i1 el S EXTERIOR .• o SEE ELEV. I 6 FOR SPACING STRUCTURE D.L.OPG. = a CJ J WINDOW WIDTH v J O (/I 0 Z W $ r i IL (n ao IL M 1-OADE COUNTY APPROVED MULLION 3 SEE SEPARATE NOA TYPICAL ANCHORS Z m SEE ELEV.FOR SPACING Ip Q�, (A (Lf ' c- PRODUCTRHVISBD na rnmplying wld�,ho PIM40 EXTERIOR Buildingc WINDOW WIDTH WINDOW WIDTH P X Produp CO En9r.JAVAD AHMAD N +� CIVIL F A.AN.PE t 70692 '636 O J..� drawing no. W11-10 JUN 2 ZQ15 sneeL a ar s O ~ EDGE DIST. METAL i o STRUCTURE EDGE �Y TYPICAL ANCHORS D�IST.-�{ MIAMI-OADE COUNTY APPROVED SEE ELEV.FOR SPACING I 1 ! MULLION & MULLION ANCHORS S I ' SEE SEPARATE NOA 0 EDGE DIST. G• o. o O ¢ O a L' o g R ° ° ALT. o a Q 04 a�3� 6 TYPICAL ANC14ORS I TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING C --� g U J J =mi=. OO fA z, z O o n m O O m Z m 1/4`MAX. SHIMS ALT. ¢ 3 z m R O A TYPICAL ANCHORS 0 O SEE ELEV.FOR SPACING W w _ s TYPICAL ANCHORS rp4- p SEE ELEV.FOR SPACING Q 8 wn .a PRODUCT SED m mu,ptyin5 0,d,e Pioddo 01 $ .'n DuDdiug Godo Acaeptanco J � ort Dauf - /Zo�►:�.. of � �m EYoRo H ALT. •At ado Product on rot �o m INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Ecsr.JAVAD AHMAD CML FIA.PE 70592 CAN. • v.a ... v m •ii d 2015 drawing no. EDGE DIST. sheet $ of 6 • 3.001 ITEM PART® QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RSMARHS �tt V W ice--—2.750 1 1503 4 FRAME HEAD/SILL/JAMB 6063-T6 - - 7� 2 E504 4 SNAP COYER 6063-T6 .500 3 FY109 AS REOD. OWING BEAD(7/16'IAM.GLASS)_ 6063-T6 - Z p: 3 3A E505 AS REOD. GLAZING BEAD(INSUL IAM.GLASS) 6063-T6 = G 11] 3B FY108 AS REGO. GLAZING BEAD(5/16"IAM.GLASS) 6063-T6 4 #10 X 1-1/4' 3/CORNER ASSEMBLY SCREWS O O 3.094 2 578 5 E203 AS REGO. GLAZING READ BULB.OUROMETER 65 SANTOPRENE ULTRAFAR _ 0 i .062 6 M40-SS 2/CORNER FRAME CORNER KEY _ SI.STEEL - 0. NP' 7. FLR-50 - _GLASS SPACER- 1/8"HIGH SILICONE FRANK LOWE � a' 8 i FY720 AS REOD. FLUSH FRAME ADAPTER 6083-TB OPTIONAL _ a 9 - AS REGO. SETTING BLOCK.3/16'X 3/4'X 4'LONG, MM DUROMEIER 80;5 SHORE A G 719 10 - - INSUL GLASS EDGE SPACER ST.STEEL CARDINAL XL O d 6 1.644--J -SEALANT: 0 FRAME HEAD/SILL/JAMB ALL JOINTS AND FRAME CONNECTIONS SEALED WITH �; Z Np SCHNEE—MOREHEAD SM5504 SEAM SEALER. a z a .050 L.287J a � z SNAP COVER ��" �"•� /_� 4 x j)j aEn� i— SII II^'394 6 ' �I I 7 Z_O IJi ¢ �j Z o / I U) 0 d u1 ED W 1.047 W // � � I Ot� O O GLAZING BEAD (7/16^ LAM. CLASS) I I .130 .G45 .500 S 1 61 769 PRODUCT REVISM 2bbb t.L72 w complying vAth the Florida 1 BugdfllgCodo / / it 06.1 ®GLAZING 13EAD (INSUL. LAM. GLASS) Q FLUSH FRAME ADAPTER I 14etlonDaro •'7 4I`ts-, c m 4 08 BY 1.750 u o Del oulrol a m �'I}'519 ,¢_I I .493 Engr.JLAHIdAO •o •�3 •0`u 1.750 JP70�5824 1.047 .493 ,.-ing no. FRAME CORNEW11-10 36 GLAZING BEAD (5/16' LAM. GLASS) U6 CORNER KEY sheet 8 of 6 e s MIAMI-RADE 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade. ovtecanomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used. in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER .reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one-DESCRIPTION:Series"SGD-770"Aluminum Sliding Glass Door w 190'& 1350 corners—L.M.I. APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 770 Alum. SGD.-LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, 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 NOA#15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The.submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.16-0629.06 Mt,4ra oanE coumrY Expiration Date: February 17,2020 Approval Date: August 04 2016 m? �p Irl 1., 201? PP g Page l • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/PS, Super, Cardinal&Duraseal Spacers),prepared by 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. 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 sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7554, dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading 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 sliding glass door,prepared by-Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-5980-R, YM-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) l l it `� N )MV V / ----> Jorge A Plasencia,P.E. roduct Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (coNrra ED) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 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 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) 5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201,202&203-94,issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor,verification calculations and structural analysis,complying with FBC-5111 Edition(2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-•Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "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. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M.Plasencia,P.E. a � > Product Control Unit Supervisor NOA No.16-0629.06 �(% r � r�'F Expiration Date: February 17,2020 Approval Date: August 04,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS(cowrie;D) 3. Statement letter of conformance, complying with FBC-5o' Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-012811) 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°&135° comers-L.M.I. approved on 10/29/15 and expiring on 02/17/20. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 1T,2020 Approval Date: August 04,2016 E-3 i 1 F TABLE At SERIES 770, IMPACT RESISTANT SLIDING GLASS DOORGroup Anchor s111150-ete Frame Mln.Edge MIrL Member Distance EmbedmentINCLUDING POCKETS &900/1350 CORNERS Concrete(min.285 kin) Haad/S Jamb 1 114°Mca Ntracon Ungrouted CMU,(ASTM 0-90) Jamb only 2-12F- 144 GENERAL NOTES 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM 690,m n.2 kat grad) Jamb ant 2Al2° 1314• 2)DESIGN PRESSURES: - 1/4'Elea 410 S.S. Connate(mis 3.35 ks0 HsedIS19/Jamb 1" 1.374' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 U grouted cMu,(ASTM c9o) Jamb only 21/2 1.306 CleteFlex p T.9oWhem Plne(SD=0.56) Need1SlWJamb 1' 1.306" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Concrete(Mn Z85 kat) Head/SN fl 13re• 3)ANCHORAGE:THE 333-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114•Eloo Ultracon Ungrouted CMU ASTM C-913) Jamb orgy 1• 1AX PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Soumem Pine(SG-0.55) Head/SWJamb 9116' 1316• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 812,1"or410 Aluminum,6083.75° Head7sWJamb are° 0.063" BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6 14. S.S.SMS, Steel, HeaygwJamb 31-V 0.05V 3 (min 11 tlueade8n) 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Steel Stud,A653 Gr.33° Head/SIWJamb are• 0.0451° 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete min 3.275 kst) Head/SWJamb 1.1f2" I_ws" NARROW JOINT SEALANT. 114'Elco 18A S.S. Ungrouted CMU,(ASTM C-90) Jamb only T 1-114" 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggro-Gator Gm CMU(ASTM 690,min.2 kai grout) Jamb orgy 2 2" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southam Ino so=o.6S) HeadlsWJamb 1° 1316' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southam Plne(SG=o,ss) HeadlsiWJamb 9116' 13/6' CURRENTFLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1Z Steel BUS G6, Aiumimmt,6053-T6' Head/SWJamb afa- 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (ads 11 th eadaAn) Stine A38• Head/SiWJamh 318" 0.060' FLORIDA BUILDING CODE,AS APPLICABLE. Steer stud A&R3 Gr.33 Haed(SWJamb 316' o.bi51• TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-8022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ..=-z ALL SPECIFIC P-HOOK REQUIREMENTS. _.� ANCHOR NOTES - 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............I `c 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS...-.....2-3 3)WOOD BUCKS DEPICTED AS JX ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............4.5 _ INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER 1XAND 2X BUCKS ANCHORAGE.._.................6-14 „ - (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8 RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS............_12- ==> t y 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15,16 -• BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18.19 MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST......................•20 d TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,301!FELT PAPER OR MASTIC IS I EXTRUSIONS......._..........21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS APPROVED BY THE.AUTHORITY HAVING JURISDICTION: TABLE B,SEE DETAILS ON SHEETS 4&5 DESIGN FREssuRE Ran 4c IMPACT RATING PRODUCT REVISED P;coDUC with the Florida I f Glass peanip0on(Listed from Extedor to Interior) SEE TABLES 1,2&3ON RATED FOR LARGE 19hU1LL Badding Code j "sem Type SHEETS 6.7&6 MISSILE IMPACT RESISTANCE NO"o. 1B-0628A6_ j K ") rG37116"Laminatelt(2)Utes of3116°HS Glass with,o90°FVB Intedayer Expiration Date 02/1712020 STANDARDS USED:9116°Laminated:(2)Utes of114"HS Gass with.090°PVB atera er •2014 FLORIDA BUILDING CODE(FBC),STN EDITIONBy .711V Laminated:(2)Utas of3116°HS Giase111th.o9R SG Intedayer °ASTM E1300-0.99116•Laminated(2)Liles of 1/4"HS Glass with.090"SG tntedayersANSdAF&PA NDS-2012 FOR WOOD CONSTRUCTION1°Laminated I.O.:3/16'TExteriv Cep+316"Air S 7116'Laminated;(2)Lhes of 311V HS Glass with.090°PVS-Incelayer ALUMINUM DESIGN MANUAL,ADtv12010 1°L.eminated LG:1/4"T Exterior Ca +5116"Air Space+7116Lambleted;(2)Uss of 3118"HSGlaaswith.096'PVShdedayereA1Si-S700-07152-2010 PLaminated LG.:3/16°TExtedor Ca +318'Alt space+7/16"Lamhreted;(2)Utes 03116"HS Glass with-W BGkdetleyerGLAZING NOTES: �� (LYNNt"L•emtnated LG.:114"T Extedor Ca +6116-Airspace+7118'Laminated; Utes of 3116"H3 Glass with.090'SO bdedayer ' p ........... G7 7718'Laminated:2 Utes of 3116"ANN Glees wdh.090"SO Ince er "ANN"=ANNEALED `N' • GENS •.FR G7A 9/16'Lam Hated:(2)fries of 114"ANN Class w)th.090"SG InWa er 'HS"=HEAT STRENGTHENED qS�.• J e C "T"=TEMPERED .:.g� 6'6 1'laminated LG.:3116'TExtedor G +3/6'Airs ce+7/16•Laminated;(2)Ulm cf 3116"ANN Glass with.090°SG Interlayer .PvB•=.D90-BUTACITE®PVB BY KURARAY AMERICA,INC. - No.58705 •••�y I GM I 1'Laratnated LG.:1/4°T Exterior Cap+mu-Air Space+7118"Laminated:(2)Ulas 03116"ANN Glass raTh.090"SG atadayer °SG.=.090-SENTRYGLAbf BY KURARAY AMERICA,INC. � 6 $�6 ji i noxa wv rt xroa = '•. 1 JR 05/052016 B ADDED SPACERSTO SFfEEY 15. STATE OF �(/� + -r GENERAL NOTESAND.MAP �I.. . ....ORIOP;.• �?.`` I EST/0 UMSGD-! IMPACT '/% Wllnaa•1WO ON 1 c�aer m� o.a cFR7 oPAfmrmtzaO ® BGnrio NTS ? d 22 POT0130 B P. sa7os k rR 1on0/t4 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN 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 IN POCKET CONFIGURATION pXXXXXp NOM.PANEL WIDTH NOM.PANEL WIDTHCAN 0)=P.OR XXXXp.O)= PER TABLES 1-3 1 3 PER TABLES 1-3 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION I 1 I OF ANY 2 STRAIGHT CONFIGURATIONS. I MAX UNIT 3 / 1 t I $a MAX.UNR / / 1 &y_ 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 1 1 I °d a HEIGHT 1 1 1 I HEIGHT I PERTE[ 1-3 I I N� "X"=OPERABLE PANEL, PERTABLES 1-3 I fl i "0"=INOPERABLE PANEL, Pa1x�r I �� Pac�r I P"=POCKET DETAIL LETTER °wt=WOOD OR METAL INSTALLATION -��d--- 1-PANEL 1 ,3 2-PANEL °c°=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS 1 1- L—SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH ALO WIDTH=NOM.PANEL WIDTH-7" w DLO HEIGHT=DOOR UNIT HEIGHT-IOA25° NOM.P EL WIDTH 1 13 NOM.PANEL ID7H 1 3 3 2 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" RTABLES 1-3 PER TABLE 1-3 1 I 1 19 w Jc I 13 1914 19 1 _- 1 1° 19 t 1 lorc� MAX.UNIT 13 19 1 18 1 1 az InS MAX.UNIT :.. 1 1 1 18 1 j5�y HEIGHT 1 13 1 1 � HEIGHT H TABLES 1 3 / // / j TABLES I-3 / POCKET j a& POCKET I tgty -PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 1 1 3 13 t �.,. MAX.UNIT WIDTH MAX.UNIT WIDTH 3� NOM.PANEL WIDTH PRODUCT REVISED WIDTH Ac " c 1 as compsyIng with the Florida NOM.PANEL ° TABLES 12 t3 1 1 1 13 PER TABLES 1-3 w Bonding Code PER TAB i _ 13 NOA-No. 16-0629.06 13 Expiration Date 02/1712020 - _ MAX.UNIT SEE mi productCantrol �T MAX.UNIT t3 1s 1 1s 18 / 1 I &_ HEIGHT o $ HEIGHT 1 3 19 t 1 I' PER NOTE Is f PER TABLES 1-3 / / I TABLES 1-3 SHEET. POCXET 1�— I m 3 5-PANEL CONFIGURATIONS 3 1 ,` CORNER,TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) f0T07ECNNOLOQYDRlVE EX4MPLECONFIGURA77ONS - •rye.:^:`' -�.�' k Oafe R°rbbsi''. !k VEAUO4 11.34276 N„a ,,, ry41t46c 166n SERIES 770 ALUM.SGD-LM IMPACT aam er.�: a,�+a ave ® soo-no NTS 2ft� �22 PGTO130 6 aL EMI F.E. JR 10!10/14 CERT.OFAUIM6 i EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16°@ 96'HEIGHT POCKET CONFIGURATIONS AT EITFIER OR BOTH JAMB 300-1/4'@ 120"HEIGHT LOCATIONS USING DETAIL"Jar",'Je,'Kw"OR"Kb'INSTALLATION. NOM.PANEL WIDTHEXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 1 3 1 3 1 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFK3URATION '1`d---- CAN BE OXXXp. w c 1 y y3 a y9 19 1e ; 2)90'&135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX UNIT 1 13 1 1 18 1 / °V j @ OF ANY 2 STRAIGHT CONFIGURATIONS. 1 y HEIGHT, y 1 19 y e i a�% 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 1 96'OR 120" i � "r-OPERABLE PANEL, pOCXET j y °O'=INOPERABLE PANEL. 'p°=POCKET 6-PANEL CONFIGURATIONS ° c 1 1S DETAIL LETTER MAX UNIT WIDTH =WOOD OR METAL INSTALLATION C 7 "c"-CONCRETE INSTALLATION NOM.PANEL WIDTHn t a SHEET NUMBER 1 3 13 PER TABLES 1-3 G 1 Jw J i DLO WIDTH=NOM.PANEL WIDTH-7" yg 9 19 8 1 DLO HEIGHT=DOOR UNIT HEIGHT-10.125' y3 yg 19 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866° 1€ y MAX..UNIT 1 13 19 18 1 19 ;F�u w PER TABLES 1-3 i 55422 —� PoCXET —.r\,r•-._ 7-PANEL CONFIGURATIONS w O w E 13 1 13 MAX.UNIT WIDTH PRODUCT REVISED -_ --� NOM.PANEL WIDTH A 3 3 as complying with the Florida s PER TABLES 1-3 Building�Cooda NOA-No. 16-0629.06 5 w Jc I Expiration Date0TJ17/2020 _ 1 7 t 1 1 19 19 du '/` i� 1 10 1By 18 9 19 1 8 1 i M1amlZD 4:2kdoe, MAX.UNIT i 1 / HEIGHT 1 13 1 y y 1 J' PER TABLES 1-3 /// /// 'a1 8-PANEL CONFIGURATIONS 1 3 1 13 3 - Rwd6T• Da1C RorAhx - 1,.; "�;� t y '•t' f0707ECNNDI-CEA'DRIVE FJG4MPLE CONFIGURATIONS �':'��1='' SERIES 770 ALUM.SGD-LM IMPACT_ :: .,,•A ::R .E P.E. . a�weR mm a o� ® SGO.770 NTS 3 d 22 PGT0130 8 LYNN 58706 JR 10/f0/14 CERy:oFaun+.dae2&s GLAZING DETAILS G3, G 5&G5A 7/16° M. 7/16"NOM. 1"NOM.. 3/16° LASS 3116°HS GLASS--\ 3/16"HS GLASS .090°PVB 90"PVB 090°SG 3/16"HS GLASS 311 " S GLASS 74 316"HS GLASS 74 3/6"AIR SPACE 74 3116°T GLASS 82 I � 3/4"NOM. 3/4°NOM. MOR GLASS 12x127 3/4"NOM. Exr w•R GLASS GLASS BITE BITE BITE EXTERIOR 80 7 lg 54 54 55 7 6"LAMINATED GLASS TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 8/16'NOM. 9116"NOM. 1"NOM. 3/16"HS GLASS- IW" LASS 114"_GLASS 1/4"HS GLASS 090°PVB PVB 090°SG 3/16"HS GLASS- .090' P � G� 114"HS GLASS 74 74 5/16"AIR SPACE 7a 114"HS GLASS 1/4"T GLASS 52 32 d 53 SW NOM. 3/4"NOM. 3/4°NOM. EXTERIOR GLASS EXTERIOR GLASS 124-127 GLASS BITE a BITE BITE �,�!'cf EXTERIOR PRODUCT compliyte g,wMthe Florida Banding Code 81 81 79 OA-Ho. 76.0629.06 54 55 Expiration Date 02/17/2020 By Miam-f e Pro ue Control �- 9/16"LAMINATED GLASS,TYPE(33A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A FAY;.1•........... GLAZING NOTES: °ANN"=ANNEALED rM1 "HS"=HEAT STRENGTHENED i4U.svur "T"=TEMPERED PVB"=.090"BUTACITE PVB®BYKURARAYAMERICA,INC. �? / ` l; "SG"=.090 SENTRYGLAS%Y KURARAY AMERICA,INC. ,-.` JR Ay 05/052016 B DEO SPACERS. a '..;Lu;;iOF•,.• �'.`:•_.. t0707ECRNOLOGYDRIVE GLAZING DETAILS ``:^•,, c• i er �JOW11011114 AL VEN=FL 34276 rserrat m: (341}480•J600SERIES 770 ALUM.SGD-LM IMPACTILER.a sm" __r a° ' a� A.LYNN MILLER P.E. CERT:OFAUTKSm 22 PGT0930 BJR GLAZING DETAILS(136, G6A, G7, G7A, G$ &G8A) 1°NOM. 7116"NOM. 1°NOM. 3/16'ANN GLASS 3116"HS GLASS 3116'ANN GLASS .090'SG 090"—' 090°SG 3/16"ANN GLASS 3/16"HS GIA 3116'ANN GLASS- 74 3/8°AIR SPACE 74 3/6"AIR SPACE 74 3116"T GLASS 3/16"T GLASS 82 _ • 83 83 ExrEwoa 3/4°NOM. 314°NOM. 314"NOM. GLASS 124-127 GLASS 124.127 GLASS BITE BITE BITE EXTEWOR EXTERIOR a a79 79 55 55 1"LAMINATEb I.G.GLASS,TYPE G6 7;116"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1'NOM. 9116"NOM. 1'NOM. 3116'HS GLASS 1/4°ANN GLASS 3/16'ANN GLASS. .090"SG D90"SG 3/16"HS GLASS 090°SGXS/4"NOM. 3H 6"ANN CLASS- 6/1 LASS 1. 5/16"AIR SPACE 74 1/4"ANN GLASS 5116"AIR SPACE 74 1/4'T GLASS 1/4'T GLASS 82 83 83 124127 3/4"NOM. ExrEwoa 124127 3/4"NOM. TiGLASS a BITES PRODUCT REVISED EXTERIOR BITEes eomplyying with the Florida 81EXTERIOR lUldingNOA-Ma.Code 16"0629.06 E78 1�378 L� Epiration Date 02/17/2020�� 66 65 �' Mlant- Pro uc ontrol , g=" 1"LAMINATED I.G.GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A GLAZING NOTES: �r�•' ". �.� 'AN N'=ANNEALED a °HS'=HEAT STRENGTHENED N7C✓ " -TEMPERED = "t l" r ti "PVB"=090'BUTACITE PV�'BY KURARAY AMERICA,INC. "SG'=.090"SENTRYGLAS%Y KURARAY AMERICA,INC. � 1>0 JR oRia52o1s a ,..SaAcERs GLAZING DETAILS 'r°�.:'•i•.••r::�;.. ausaer: umc rre"srmx _ tO707ECHNOLOQYDRiVE AVSWM FL 34276 SERIES 770 ALUM.SGD-LM IMPACT wrmeic n°ax a"wr"n:• (84T}460d60ti ' — sro: D�o"I A LYNV MILLER,P.E n�..orer� cm.r"4e.� cEar.oFAun+.ras�s seD•no NTS 5 k 22 PQ7D130 B PP.B58705 JR 10110114 TABLE 1A: TABLE 1: ign Pressure(DP)and Anchor Quantities Required,(forali approved Maximum DP for all sizes:+60/•60 (water Mftmticn Rating)8111 Hetghtto Max.(+)DP Des configurations on Sheets 2&3) (May be limited a by Table 1A) For comer astragal anchorage on 901 or 135°comer units,see sheet 11 SRI Riser Height (+)Design Door Unit Height (Flat or Boz,am Pressure,psf Table applies to Glass84" gp" " Sheet 17) Types 3,3A,5;5A,7,7A,B 69-.7 8'DLO 8 718 LO 85-7!8 Flush-1-117' sea note 3 &aA and the Stile/Astragal Anchor Group Anc r Group Anchor Group Anchor Group Low-2-117 +46.67 t hown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Msrgum.3-114P +60.0 T;.Sill +1 +1 C4+1 C4+1 +1 C4+1 C4+1 C4+ +1 C4+1 +1 C4t1 C4+1 CA+1 C4+1 C4+1 High•4" +80.0 b 8 8 8 8 8 8 8 8 8 S 8 8 8 8 8 8 SFS NOTES 1-3 k 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 HeadlSlll C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 ,S 30- DLO Jamb 8 8 8 8 8 6 8 B 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 Head/S111 �C4+1' C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C8 1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 04+1 D O Jamb 8 8 8 8 8 8 B 8 8 8 a 8 8 8 8 8 P hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7t8 7+8 7+6 7+8 7+8 OH LENGTH I— Head/S81 04+1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 04+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 04+1 Z42" p Jamb 8 .8 8 8 8 8 8 8 B' 8 8 B 6 8 8 8 C7 P hook 6+7 6+7 0+7 8+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 91 OH RATIO z 1 Head/S8i C4+2 C4+2 C4+2 C4+2 044+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CS8 C4+2 = o �" DLO Jamb B 8 8 8 8 8 8 8 8 8 8 8 B B 8 8 P-hook 6+7 1 6+7 6+7 6+7 1 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 T+B 7+8 1 7+8 1 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7, OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1l4"SILL. 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 FSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED),SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4",3AW AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1J2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT F13C EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT n� as complyingwithtthe Florida F a� Building Coos 16-0629.06 Straight Astragal Lockstile @ 90"Astragal I.ockstile @ 135'Astragal Lockstile @ Now-No. Interlock P-hook Lockstlle@Jamb Assembly Straight Astragal Assembly 90'Astragai Assembly 135*Astragal Expl-tion Date 02/17/2020 Standard Stiles Standard Stile Standard stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyShce B Inside Standard Astragal Outside Comer Outside Comer Mlam Product Contro me Comer a Inside inside Co Corner Outside •;;•-'�5%=•`!^c'- ' Corner ` F Part#60(Stile) Partl�1(Stile) Part#119(Out.) Part#51(Stile) r1.1#60(x2) Part#60 Part#60 Part#60 Part#118(Comer part#120(ln.) Parts#31&#32 Part Part#67(Astragal) Receiver) (Com.&Fxd Mount) •:_ 4(1 2-1 XrAyr _ DPANDANCHORAGE ..'. ta9 10707ECtINOLO0Y0R7VE �.- 7 4 1 m� newbm: M VMWC..a"276 t� Vt'f 'r g'.. laat}4ao reon SER/ES 770 ALUM.SGD-L M IMPACT •, ae�.voar I— a..eora. are A.LYNN MILLER P.E. o�.var.swc a s� coxr.oFAuna. erse ® 80677a NTS 6 +22 POMISO B P.EZA69705 JR 10710/14 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/-6D For &astragall anchorage on g0'or 135'comer urdts,see sheet 11 (May be limited by Table 2A) Door UNt Height Table applies to Glass Types 80. gp• 98° 102' 108" 714 - 120" 4,4A,6,6A,T.7A,a&BA 8 7l8"DLO O 79.716'DLO 85-718'DLO 81-718'OL 9T-7/8°DLO 103-! DLO Og-7/8'DLO and the Stlla I Astragal types Anonor mup Anchor Group Anchor Getup Anchor Getup Anchor Group A�hot Group CtDf(3rotlp Anchor GroiiP shown below. t 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 ad1511I C4+1 C4+ C4+1 C4+1 ('h+1 G4+1 C4+ C4+ C4+1 + C4+1 +1 C4+1 CA+ +1 C4+1 C4+1 cti C4*........... C4+1 C4+7 +1 CA+1 G3+1 C4+1 +7 C4+1 +1 C4+1 +1 24' p 0 P-hIn ook 8+7 8+7 8+7 8g7 7+8 788 7*B T+8 7+8 7+8 7*B 7+8 788 788 188 7+8 8+9 8+9 8+9 8+g 8+98+8 8+8 8+9 g+o0 9+070 9+10 9+100 9+010 8+10 g+00 g+OjO Head1S18 04r1 C4+1 C4+7 C:4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 CA+1 C4+1 C4r1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+7 Cst+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+7 to 10 1 ID 10 10 1 a 10 10 1 30• DLO P-�k 8+7 6+7 8*7 8.7 7+8 8 788 788 788 788 7+6 788 788 7+8 7g8 7+8 8+0 8+9 8*9 8+9 8 B 11+9 6 9 8 9 g+f0 9+10 8+10 9+10 g+10 8+10 9+70 8+10 HeadlSla C4+1 04+1 C4+1 C4+1 CA+1 1 +1 C4+1 C4+1 04+1 C4+1 C4+1 CA+7 C4+1 E. T+ C4+1 C4+7 C4+1 C4+1 C4+1 C4+i C4+1 CA+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 04+1 24+1 38• DLO Jamb 8 8 8 8 8 8 B 8 8 8 B 8 8 8 10 10 10 10 t0 10 10 10 10 10 10 10 10 10 10 10 gj P-hook 8+7 8+7 8+7 6+7 7+8 7+6 7+8 7+8 7+87+8 7+8 7+8 7+8 +B 8+9 a+9'-8+-9T8--9 8+0 8+9 8+9 8+8 9+10 9+10 9+10 9+10 9+10 1+10 8N0-8+10 35' H�U✓9111 +1 C4+1 C4+1'CAN 04+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 CA+9 G+1 C4+t C4+1 G7+1 C6+1 C6+1 04+1 C4+1 C5+1 C6+1 0. 42• DLO Jamb e e 8 8 8 8 6 -B 8 B 8 e 6 B 10 10 10 10. 10 10 10 10 10 10 10 10 10 10 70 10 P-hook 8+7r6W 8+7 8+7 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 T+8 7+8 8+9 8+8 8+g 8t9 8+9 8+g 8+9 8+9 g+10 9H0 9+10 9+10 8+70 Br10 8+10 gr10 Hsed151U C4t2 C4+2 C4+2 C4+2 C4+2 C4+z O4+z&72 C4+2 C4+z C4+z C4+a C4+2 C4+z Gi+z C4+z CA+z C4+z CA+z C5+2 O5+z CA+2 LB+ CB+z CS+z Crar2 Cb+z C5+z C5+2 zDLO 'fib B 8 8 8 8 8 8 8 8 B 8 B 8 1010 10 10 10 10 10 10 10 10 10 48. 4P-hook 6+7 6+7 8+7 T+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 11+9 8+9 8+9, 8+8 8+9 8+g 8+g 8+g 8+10 g+10 9+1019+101G+1010+10 9+t0 8+10 Head/318 C4+2 C4+2 Gt+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 CA+2 C4+2 CA*z C4+z C4+z ° DLO Jamb B 8 8 8 8 B 8 8 '8 8 8 8 a BP•hook 6+7 8+7 6+7 7+8 7+8 T+8 7+8 7+8 7+8 7+B 7+6 7+8 7+8 BNOt aValiBble In thes9 sizes HeadBfll C4+2 GF+2 C4+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 C4+2 C4+2 05+2 80• DLO Jamb 8 8 8 8 8 8 8 8 6 8 8 B 8 8 8 8 P-hoak 8+7 6+7 B+7 8+7 7+5 7+8 T+B 1 7+8 7+8 7+8 7+8 7+B 7+8 7+8 T+ 7+8 NOTES: 0- EXAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL NOM.PANEL WIDTH-7° 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4°SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4°SILL,POSITIVE WATER DP IS 60.0 PSF MAX Silt Height to Max.(+)DIPOH LENGTH G+- DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.125° 3)4',3-1W AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2° SDI Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Flat or cox,see (+)riga w M PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,pat = Oof OH RATIO 21 DOOR UNIT HEIGHT-1.866" ' AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-112° sea note 3 p o NOT RATED FOR WATER INFILTRATION. Load-2-1121 +46.17 ®` 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMSFJOMENT INFORMATION. Medium-3-114, +80.0 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High OH LENGTH 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE OH RATIO= PRODUCT REVISED SFS NOTES 1-3 OH HEIGHT 'p6 INSTALLED. as cometying with the Florida i •� w�=v NOA-Ng Code THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FORASSEMBLY DETAILS. NOn No. 16 0629.06 i ' StreightAstragal Lockstilef 90'Astragal Lockstite @ 135'Astragal l ockstile @ Expiration Date 02/17/2020 ; ragal Interlock P=hook Lockstile @ Jamb Assembly straight Astragal Assembly 90'Astragal Assembly avy135*AttvStil Heavy-duty Stiles Heavy-duty stile Heavy-duty5tile Heavy-dutYStile Heavy-duty Stile -Heavy-duty Stile Heavy-dutyStlle Heavy-dutyStileHeavy-duty5tile Miami- er roduc con o Standard Astragal inside ! g Outside Outside Corner � MVInside �'.,L,�;.. -=1','c•••: :p-. Comer Outride �_--- Inside Comer Comer ,. 'x"'-i.•'r 1i' + -�' - Part#61(Shce) Part#119(out) Part#61(Stile) - n Part#61(Stile) Deceiver ( Parts#31&#32 Part#61 �'`"'- 's' Part#61 x2) Part#61 Part#61 Part (Astragal) Part#61 Part#118(Comer part#120{In.} •, tL; i g ) ) Com.&Fxd Mount) r((0 i a'li�.Cr 10707=vorooymrlt,5 ANDANCNORAGEAL VE awe �11d80'1808 75 SERIES 770 ALUM.SGA-LM IMPACT ',1<,I, I s r..,reaou ge,m ea•rt maarrx we A.LYhMILLER P.E. a„nay: oma rs"a®e oma ® 6Go-77o NTS 7 d 22 PQT0130 B E.E.E.S 68708 JR 10Li0H4 CERT.OFAV71t�H296 - TABLE 3A: TABLE 3: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below SID Height to Max.(+)DP For comer astragal anchorage on 90°or 135°comer units,see sheet 11 (May be limited by Table 34) (Water Infiltration Rating) Door UrdtHel ht Sill Riser Height (+)Design Table applies to Glass Types 4,4A, 80° 84" 90° 96° 102" 108' (Flat w Box,sea 8,sA,7,7A, 8 B BA and the Stile/ 718"DL 73-7/81 DLO 79.7/8"DLO O 91-710- 97-718,DLO Sheet 17) Pressure'psi Astragal types shown balow. Anchor Group Anchor Group Anchor Group Atx:hor Group -Anchor Group Anchor Group Flush-1-1/2" see note 3 q 2 3 4 1 2 3 4 1 2 3 4 1 2' 3 4' i 2 3 4 1 2 3 4 Low-2.112' +48.07 D Pressure +/-�.0 al - - +i 28 Pat +/-76.0 s Medium-3-11V +60.0 Head/SiB C4+1 C4+1 C4+1 C4+1 C4+1 C4+.1 04+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 CA+1 C4+1 C4+1 GH-1 C4+1 C4+1 C4+1 C4+1104+1104+1 C4+1 High_4" +90.0 DLO Jamb B 8 8 8 8 8 8 8' e 8 8 8 8 B 8 8 10 10 10 10 -- 10 t0 10 SEE NOTES 1-3 JambP-hoo6+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+8 9+9 8+8 B+8 8+9 8+9 Design Pressure 1+/-W.0 Par - +f-82.6 pet +/-78.0 pal 30° 23" Heed/SIB C4+1 C4+1-C4+t C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 04+1 Cs1+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 - s DLO Jamb 8 8 B 8 8 8 a 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 P-hook 5+716+715+7 5+7 T+B 7+8 7+8 7+8 7+8 1+8f74 7+8 7+6 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure . +/--90.0 psf +/-82.5 pet +1-76.0 psf 29° Head/SOI C4+1 04+1 C4+2 C4+2 C4+1 C4+1 24+2 C4+2 C4+1 C4+1 25+2 C8+2 C4+1 C4+1 C6+2 C6t2 C4+1 C4+1 C5+1 G5+1 C4+1 C4+1 C8+1 C6+t a " DLO Jamb 8 8 8 8 8 8 - 8 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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 e Design Pressure +/90.0 psf +/825 psf +h7&0 psf OH LENGTH -°— z 35" Head/Sill 04+2 C4+2 C4+2 C4+2 C4+2 04+2 C5+2 C6+2 C6+2 C8+2 C5+2 C6+2 C6+2 C6+2 C6+2 C5+2 Ca+2 C6+2 C5+2 C6+2 CSt2 C8+2 C8+2 C5+2 42" DLC Jamb 8 6 8 a8 8' 8 '8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 1 7+8 1 7+8 1 7+9 7+8 7+8 7+8 7+6 T+8 8+9 8+9 8+9 8+9 8+8 8+9 8+9 8+9 8+9 8+9 B+9 8+9 1+8 8+9 8+9 W +/-90 O f x O OH RATIO L 1 Design Pressure - ps See Note A be/ovt +/•82.5 par +t--76,0 psi Z o 48° 41" Heed/S01 C4+2 C4+2 C5+2 C6t2 C4+2 C8+2 C6+2 Cb+2 C6+2 C6+2 C6+2 C5+2.C6+2 C6+2 C6+2 C8+2 C6+2 C8+2 C6+2 C8+2 C6+2 C5+2 C6+2 08+2 DLO Jamb 6 B 8 e 8 8 10 8 8 8- 10 8 8 8 10 8, 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 6+9 6+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 19+1019+10 B+9 9+10 9+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,AA,S.6A 7A, 8&8A;+/87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-112°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"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 1-112"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-1.865° 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. PRODUCT REVISED 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DC/IDE BY 2 FOR PAIRS TO BE INSTALLED. iying with the Florida t THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 16&19 FOR ASSEMBLY DETAILS. as com Banding Code __- woA-No. 16-0629.06 Straight Astragal Lodkstlle @ 90°Astragal tocikstile @ 135"Astragal Locksdle @ -s Interlock P-hook Lockstile@Jamb Assembly Straight Astragal Assembly 90-Astragal Assembly 135*Astragal explranonDate 0211712020 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 BY. Heavy-duty Astragal Outside Comer Outside Inside miamnnn> oduct ontroontro Comer ` Comer Inside _ Comer' Outside_ inside Ca Corner •t�.�:: Par[#61 (Stile) Part#61(Stile) Part#119(Out) Part#61(Stile) Part#61(x2) Part#61 Part#61 .part#68{Astragal) Part#61 Part#118(Comer Part#120(In.) Parts#31&#32 Part#61 ti Receiver) (Corn.&Fxd Mount) _ ramTecrwotoorbwvE DPAND ANCHDRAC�E M SERIES 770 ALUM.SGD-/M IMPACT ., j • a.�eraet sora• et m - �° A.LYNN MRJ.FR,PEoa eay:m� r++ .ro� CERT;OFAVl'H.M20 ® SOD-770 NTS 8 X22 PGT0130 B P.E.S 6070b JR 10/10/14 NO FRAME 17+8"P-HOOK ANCHORAGE CONSISTS OR SEE 005"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX UNIT WIDTH SEE"C5"CLUSTER DETAILS, FQTR ASTRAGAL 10 REQUIRED @ {PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SPLICE REQUIRES"C6° SHEET 10 FOR INTERLOCK 24^MAX O.C. EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK NOTE, .'- CLUSTER,SEE POCKETS AND 60°NOM, THISpANEL WIDTH DETAILS,SHEET 11 x x SHEET :, SEE POCKET (8)P-HOOK r-__---- _ x x x x x x x W MAX JAMB MOUNTING x x x x x f x x x x x x� INSTALLATION, ADAPTER ( x x x x xx X x x x x THIS SHEET ANCHORS MIDWAY l 0 3•MAX &SHEET 14 BETWEEN P-HOOK ' I 4 PAIRS ANCHORS&AT 3" ® D x=FRAME x ANCHORS FROM TOP& i z ® I m ANCHORS 96° (TOTALS k' •' BOTTOM n� 14" I Ip �; UNIT 2t� ANCHORS) >> MArOC HEIGHT O.C. PERJAMB 4.061^ 8°MAX.TO OPENING h& 0 14"MAX O.C. (0 e=P-HOOK — (SEEJAMB EDGE OF POCKET SEE i% I�',� 0 ANCHORS xDETAIL INSTALLATION lo N ®I I Z BELOW) DETAILS'Je&'Kd, i ° m o=P-HOOK END PANEL SHEET 14&PART i a ®� i i MOUNTING x ANCHORAGE DETAILS')''&'K', 1 t j I ° 3'MAX ADAPTER x 24"MAX (2 ANCHORS) SHEET 19 FOR i keJ I I ANCHORS x % O.C. P-HOOK L---_�V MAX lo-t—� - x x x ✓ � ENO PANEL " 2.ANCHORAGE ANCHORS O PANEL x' �, xxx xx %x x x - xx xxx x' x x x W MAX ANCHORAGE(SEE ANCHORAGE x x x x x' SKETCH BELOW) . (SEE SKETCH BELOW) °+2" °+2° "+2' ANCHORAGE ANCHORAGE CENTERLINE W Mme"TYR ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 12'�" 24"MAX EXAMPLE:6—PANEL,2 TRACK 90°OUTSIDE CORNER-gXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6° SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED } 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: �F POR HEAD OR SILL IF A SPLICE 80" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" p OCCURS AT THE P-HOOK. NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY "4.2^ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24,OTHERWISE ANCHORS ARE NOT °e°reaac� 6"MAX PRODUCT REVISED 3.5' "' REQUIRED AS PER THE FIGURE AT RIGHT: aueum 08 oom yin with the Piorida CENTERLINE JAMBS&P-HOOKS;6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR Budding Code OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME A NOA-No. 116-0629.06 202 FRAME JAMB Expiration Dale 02/77/2020 P-HOOK ANCHOR DETAILS ON SHEEP 14. ANCHOR PAIR : "+21 ANCHORAGE SEE"C5"CLUSTER END PANEL a =- REQUIRES CENTERLINE CENTERLINE sy �A l "C6"CLUSTER SEE CF DETAILS,SHEET 10 OF ANCHORAGE Miam ac roduot t on roi I 1 FORASTRAGAL (2 ANCHORS) 8^ OETAILB,SHEET 11 INTERLOCK ASTRAGAL 4.051^ 3.5" i MAX. • a • • Y ( n CENTERLINE CENTERLINE CENTERLINEEXTERIOR V °+2"ANCHORAGE "+2°ANCHORAGE OF PANEL 4 OF PANEL 5 � ..:?•'. � si t� SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS r,I r Fes' x°aaer o� w.z.� .. °•'�" � t070 TECHNDiAGYDRIYE ANCHORAGE SPACING&EXAMPLE PLANS ' .... r.`.•. Isat}4eat�a SERIES 770 ALUM.SGD-LMIMPACT A LYNN MILLER P.E. o°� ow�a .o c�areratmt�aazes ° scario NTS 9 122 PGT01S0 B PE658706 k r=1 JR t01t0/14 6°DIAG. 04° ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL'OR INTERLOCK��"SPLICE LOCATION 2, INTERLOCK-�IF NEEDED INTERLOCK—I CONDITION,USE IF NEEDED 2.04" CENTERLINE "C6'CLUSTER CENTERLINECLU CENTERLINE t 1.75° EXTERIOR 6"DIAG. 3.5 44'DLAG. 3.5" 21' 1.75° F MAX 4 DIA "bA O.C. EXTERIOR 204' 204" 21' 2.04° 5.64" MAX. 7° 3.5" O.C. AX T(E(��W�OR 3.5" ,j" EXT�EIR,.IOR EXTERIOR 7" V 2-TRACK FRAME HEADISILL v 2 TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 6"M 584" 0 ASTRAGAL OR INTERLOCK (d;AS RAGAL OR INTERLOCK an ASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB .6'MAX ANCHORS ARE REQUIRED.'C4') ANCHORS ARE REQUIRED,"C51 ANCHORS ARE REQUIRED,'C6-) ANCHOR PAIR F4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG. FRAME JAMB INTERLOCK-�IF NEEDED INTERLOCK►1 CONDITION,USE INTERLOCK+-}`IF NEEDED ANCHOR PAIR CENTERLINE i CENTERLINE 'Co'CLUSTER DETAIL) 06'MAX. 204" 3.5" WAG ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT. 0 MAX TRACK(INT.SHOWN) 4.08" 8" O.C. IL11 _f 4' III 5.84' NOTES: 1.ALL DIMENSIONS SHOWN 5X TERIOR ARE BASED ON MIN. R 7' O wRn 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEADISILL 2.FOR HE. 3-TRACK FRAME HEADISILL � 2.FOR HEAD OR SILL SPLICE ap ASTRAGAL OR INTERLOCK (o ASTRAGAL OR INTERLOCK 0-ASTRAGAL OR INTERLOCK i 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT (USE WHERE 4 CLUSTER {USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHOR PAIR P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED,'C4") ANCHORS ARE REQUIRED,'C5) ANCHORS ARE REQUIRED,"C6") (FOR SPLICE FOR SPLICED ASTRAGAL OR I SPLICE LOCATION ASTRAGAL OR II (FOR SPLICE ASTRAGAL OR� CONDITION,DO NOT CONDITIONS ONLY: INTERLOCK--i�IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK USE THIS DETAIL) SPLICE LOCATION ' CENTERLINE I CENTERLINE CENTERLINE IF NEEDED -"— 1.75° "C6"CLUSTER DETAIL) 3 b" PRODUCT REVISED _ 3.5" as compl ih with the Plartda 3.5" 3'S" Building tor�a e4 e NOA-No. 16.0629.06 Expiration[late 02/17/2020 2.04^ 4°DIAG. 2.04" W2.1214"5.37"DIAG. Y2 04" 4°DIAG. Mian a roduc'Control4.08 .04" exreRloR EXTERIOR p EXTEwoR 3.5° f`l I� - �7 4-TRACK FRAME HEADISILL 4 TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL a.s 107 �s C@ ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK _ _ M (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ! ANCHORS ARE REQUIRED,°C47 ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION Gt 6 :!„• �' Rrreaer aom: no.wo,s: a+atcanr ... tnm•rEcrwoto�rnRtvE ANCHORAGE,EXAMPLE CLUSTERS rr 7.4 YH+rCQ FL 3W5 /sot}aso-lrwu SERIES 770 ALUM.SGD-LM IMPACT ® m� aea amRmNn 6 A.LYNN MII L� JR °vm GERT OFAU7tLd28�B Sano n- NTS 10 22 '0/10/14 PGT0730 i 2.04" 2.04' INTERIOR 2.04° INTERIOR 2.04° NOTES' INTERIOR INTERIOR r, 1.ALL DIMENSIONS SHOWN 4"DWG 8 94° ARE BASED ON MINIMUM 4"DIAG. 8.12" 3.5' 3,5• ALLOWED, 6.12° 2.DETAILS DEPICT ANCHOR INTERIOR INTERIOR 7' *2�RIOR INTERIOR QUANTITY AND SPACING, 90° 3;--^ 90° 3.° 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL EXTERIOR ExrERIOR4"DWG. 4°DWG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5° 4° 3 4' I+ RIOR "+1"ANCHOR q• 4" 7" 7. 2.04° EXTERIOR 2.04' EXTERIOR 2•D2.04° 8.94° 90'CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL II- CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED,°C(>") ANCHORS ARE REQUIRED,°M ANCHORS ARE REQUIRED,"C6') "+2"ANCHOR 4.08" INTERIOR INTERIOR EXTERIOR 4.08" °+1'ANCHOR 2.04° 4°DWG. 4° 3.5" INTERIOR 7.41° INTERIOR 13.6. 90° 7" 13`° I CENTERLINE EXTE .3RIOR f OF PANEL 3 °+3"ANCHOR 4.08' 4.08" 7" 5.37 G. 5.37' A . CENTERLINE 2,04" 4" 3.5"° 7�j OF PANEL 4"DAG. EXTERIOR 4" INTERIOR ON "+2'ANCHOR 3.5' 7" EXTERIOR '�- 7" R ALL 90"CORNER 135°CORNER VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE ('C6"ANCHOR CLUSTER REQUIRED ("C6'ANCHOR CLUSTER REQUIRED 2-TRACK FRAME HEAD/SILL OFP AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4 DIAG INTERMEDIATE ANCHOR LAYOUT INTERIOR 5.12" INTERIOR2.04" 2.04° 12" 3.6- 4' EXTERIOR , 5 88" CENTERLINE INTERIOR OF PANEL PRODUCT REVISED INTERIOR 90 135° - "+3"ANCHOR Bu eom 1 In with the Florida 4" 3.5" Building Code 2.04' NOA-No. 16.0629.06 DA 7' Expiration Date 02/17/2020 c= 6.12" DIAG. 6.12" G 3.5" 4.08° Mia - roduet Control EXTERIOR C 2.04" EXTERIOR 7"3.5' 4° 4"DIAG. ExrERIOR 4' 2.04" 3.5" I1I��'�'CENTERLINE OFPANEL 90"CORNER 135-CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADOUL hta.5:705 4-TRACK FRAME HEAD/SILL. ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT ATALL 4TRACKCORNERS) AT ALL MTRACKCORNER$) (3-TRACK SIMILAR) 0�i--.:✓ V'a! 81e � ped"1"rm;.. lt,"1PSr ...fi:.'Ri'vf�.••t•..�• _- 1o�o7ECNxocoaroRr ANCHORAGE,EXAMPLECLUSTERS ••• •::7't;i',-'�•: ,:�� Isar}de0laco � SERIES 770 ALUM.SGD-LM IMPACT , �= A LYNN MILLER,P.E. we omc ° saoa70 NTS X11 -P2 PGTOISO 6 P.E.a58705 JR 10/10Md BERT oFAui>ts fi�� INSTALLATION DETAILS EMBEDMENT*WOOD SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I MIN.OF 3 THREADS BEYOND EDGE DISTANCE: STANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A SHEET 1LE A,SHEET 1 SEE TABLE A,SHEET 1 EXTERIOR 2-1/16° 114° 2-1116°• 2-1116'• NOTES: 1/4° 1/4` 1.ALL DIMENSIONS MAX. MAX. SHOWN ARE BASED SHIM �TERIOSHIM �PIoR SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: j SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME MAX q SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR TOE NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHE 1 &TABLE A,SHEET 1 NOTE 3,SHEET I &TABLE A.SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 *DIAGONAL O.C.IS j2--TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4°(HEAD&SILL) WOOD INSTALLATION taw WOOD INSTALLATION METAL INSTALLATION OR 6°(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYR,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE .&TABLE A,SHEET 1 NOTE 4,SHEET 1 SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 6, THE METAL SUBSTRATE I(1/4°MAX.) f SHEET 1 f SHEET'l L (1/4°MAX) Y '` C (1/4°MAX.) T EXTERIOR TFxrawoR FXMPJOR I EMBEDMENT:SEE TABLE A,SHEET 1 2-1/16°' 2-1/16°' 2- 6— EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 � DOD INSTAME SILLLLATION e WOOD INSFRAME SILL TAAL LLATIONMETA IN INSTALLATIONCK EMBEDMENT:EMBEDMENT:SEE TABLE A,SHEET 1 t EMBEDMENT:SEE r TABLE A,SHEET 1 �I EDGE DISTANCE: SEE TABLE A, EMBEDMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED EDGE DISTANCE` SEE ANCHOR as eomptying with the Florida TABLE A,SHEET 1 —~ n Bu9lding Code 2X WOOD EDGE DISTANCE: Wppp IUUJ! SEE TABLE A, NOTE 4,SHEET 1 NDA-No. 16.0629.06 TYP.,SEE ANCHOR SEE TABLE A, n P SEE ANCHOR SHEET 1. Expimtton Date 02117/2020 NOTE 3,SHEET 1 SHEET i NOTE 3,SHEET 1 2-1116" SMS ANCHOR TYP., er SEE ANCHOR NOTES Mtam- roduet Contra -- 2-1116°` &TABLE A,SHEET I SEE ANCHOR NOTTESES WOOD ANCHOR WOOD ANCHOR TYP., ( MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS ow.LYNM C O &TABLE A,SHEET I EXTERIOR SEYONDTHE `�� pl��,....:..A1//j EXTERIOR METAL I EXTERIOR SUBSTRATE �? VOEt se'•.P ]3 1/4°MAX.SHIM -+-I I+ 1/4°MAX SHIM —P I If 114°MAX SHIM I a- = No.58105 W 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB ®4-TRACK FRAME JAMBir e WOOD INSTALLATION FIw WOOD INSTALLATION IRI METAL INSTALLATION `tg�. Wwd Dela W✓afartr_ - i� �(' F j•/- rmDnctwaoorcr ANCHORAGE DETAILS Ftoa+14 VaTM FL 34V3o!". Cs,,• SERIES 770 ALUM.SGD-LM IMPACT _ �' ,�,5/O�tA1� aLfwnm dP.E. cERr oFaiml dzease SOD T/o NTS 12 d 22 � PQT0130 B P.E.#ssm3 mai Byt Dass ( mB py(s JR 10/10/14 l't'r INSTALLATION DETAILS EMBEDMENT:'SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETEJ:��SEELEA,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1A,SHEET 1 PER TABLE 2-1/18"" PER TABLE2-1/18°• ON MIN.ALLOWED. A,SHEET 1 A.SHEET 1 1/4° •DIAGONAL O.C.IS EXTERIOR '•a.'.::•:- MIN 4"(HEAD&SILL) rT r i SHIM OR 6°(JAMB)SEE EMBEDMENT: J 1/4° EXTERIORr 114° -OR DETAILS,SHEETS SEE TABLE A, SHIM M M SHIM a 10&11. SHEET 1 PROPERLY SECURED 1X CONCRETE ANCHOR 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& 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 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 LLNCHEAD T4-TRACK CONCRETE INSTALLATION CONCRETE INSTALLATION CNRETE INSTALLATION CONCRETE ANCHOR;TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.. PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 i SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4"MAX.)q SHEET 1 SHEET 1 w: I (1/4"MAX.) r., (114'MAX.) EXTERIOR EXTERIORA .d OR :, •t'.r«:, _ .J. i CONCRETE 2-1116".• � 2-1/16°• �2-1/18°':,'•• ;:.:•...... �` PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 4 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A.SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1 A.SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION W CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 �I EMBEDMENT:SEE TABLE A,SHEET 1 -`I EDGE DISTANCE: i EDGE DISTANCE: SEE TABLE A. PROPERLY SECURED EMBEDMENT:SEE 1 CONC./CMU ANCHOR SEE TABLE A. 1X WOOD BUCK TYR, SHEET 1 PRODUCT REVISED TABLE A,SHEET 1 _T -7 TYR,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Building Code�th�o Florida PROPERLYSECURED EDGE DISTANCE NOTES&TABLE A SHEET 1 NOA-No. 16-0629.06 1X WOODBUCK7YP., SEETABLEA, SHEETI 2_1/16"' FxairationPato 02117/2020 SEE ANCHOR NOTE 3, SHEET 1 ..2-1/16°` CONCJCMU ANCHOR By ' SHEET 1 TYP.,SEE ANCHOR Miami-D act on roi CONC./CMU ANCHOR ••> 2-1118"` PROPERLY SECURED NOTES&TABLE A, '- 1X WOOD BUCK TVP., SHEET 1 CONCRETE TYP.,SEE ANCHOR SEE ANCHOR NOTE 3, ; NOTES, TABLE A. CONCRETE OR CMU ' SHEET 1 CONCRETE SHEET 1 OR CMU EXTERIOR a'`. PER TABLE `N.i i l i l I n t rtt( EXTERIOR OR CMU EXTERIOR PERTA13LE n A SHEET1 `0 �(L•fNM�f nn A,SHEET 1 �j r0`...........,Ct i C71/4'MAX.SHIM I+ PERTABLE n L�oE•Isc '•;F� i y A,SHEET 1 V 1/4°MAX.SHIM E� 1/4°MAX.SHM gr 2-TRACK FRAME JAMB �/3-TRACK FRAME JAMB 4-TRACK FRAME JAMB No.5870 5 4 CONCRETE/CMU INSTALLATION II CONCRETGCMU INSTALLATION Ic CONCRETE/CMU INSTALLATION = = a� max, p f[ L✓..= i " ma �. rmurEcxntoLoavoR,vE ANCHORAGE DETAILS rtt•. C; A VEMCF-FL 34M �.� m a fast>�aa1e� SERIES 770 ALUM.SGD-LM IMPACT fi.t-- CCRior.= m'me�mt s� amt w�.rrow. B A(L"P:E1t 3h Ig' T R 1W1d14 ° c�+r.oFatirtt scn no NTS 13 v PGT=o =q y i INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON-MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR ILLUSTRATIVE WOOD ANCHOR TYR, INFILTRATION CONCJCMU SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: & LEA,SHEET 1 ze ANCHOR NOTES& TABLE A.SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED SHEET1 28 ILLUSTRATION,SHEET 9) "" :•:' 1-1/4"MIN.EDGE DISTANCE SUBSTRATES. DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, r 28 SHEETS t1-8 FOR TABLE A,SHEET 1 EMBEDMENT: i:;:~,",: ;:.;4.'-` ", P-HOOK MOUNTING REQUIRED P-HOOK SEE TABLE A, ;.:: :.::..•..+ 20 EXTERIOR SHEET.1 : ','rr •`'• j ADAPTER CONCJCMU AND P-HOOK PHOOK WOOD ANCHOR TYP., rL `" ANCHOR TYR,SEE MOUNTING ADAPTER SEE ANCHOR NOTES vv P-HOOK 'S -`• :e+••: ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A.SHEET 1 CONCRETE OR EMBEDMENT:SEE A SHEET 1 ALSO SEE EXAMPLE ( 2.693"MIN. CMU PER TABLE ON SHEET 9. ALSO BEE TYP. A,SHEE-T 1 TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) J�+6aP-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER' PARTS#18#20#22 OR#244 Ja PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTAL ION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU EMBEDMENT:SEE NOTE 4,SHEET'1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE A,SHEE71 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 . •;, . ", (ALSO SEE TYR (ALSO SEE TYP. EMBEDMENT: ;e.l.'r",'r ILLUSTRATION,SHEET 9) ILLUSTRATION, SEE TABLE A, EMBEDMENT: � SHEET 9) SHEET 1 ,•_ `•.:;••:•;, ,�-�, .;. ._•..• SEE TABLE A EDGE DISTANCE:SEE i` "`'".':.•. `'r SHEET 1 T BLE A,SHEET 1 a' ^r 1-1/4"MIN.EDGE DISTANCE " PRODUCT REVISED 30 30 � *us. s oomptying with the Plorido Building CCo1 P-HOOK SMS ANCHOR TYP., exTERIOR P-HOOK CONCJCMU EXTERIOR NOA-Ne. 16-0629.06 SEE ANCHOR NOTES n ANCHOR TYP.,SEE fl Expiration Data 02!17/2020 e &TABLE A,SHEET 1 !t� V ANCHOR NOTES&TABLE V g -- (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693°MIN. Miam1 c rot um C�ontrol ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE �. ' ILLUSTRATION,SHEET 9) y� I P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS C— Ko PARTS#19,#21,#23 OR#25, LYNN 4 ®w PARTS#19,#21,#23 OR#25, ® �• Q I ...-. Uj f METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ,�l�C•y�c[Msr''��y (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY =I Ido.58705 =" Cm DETAILS t7`•. c, WNW. ms ww. N.veNr=tt seas rm" ;'�.c,•.^• `;COR�G;:•''4•j,? SERIES 770 ALUM.SGD-LM IMPACTP.IAL `,; 6"Y' ager. ay.• ade anwnnc. g. x.LryM��P.E. ' JR 10/10/14 cEm oPavmzse ® sco no NTS 14 22 PGTU130 i g�:� CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL'A, MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 DETAILS'Aw'&'Ac', WIDTH �LNT�ER SHEETS 12&13� NOTES: E%TERIOR 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS �" APPLICABLE.SEE DP/ANCHOR PANEL PANEL PANEL CORNER DETAIL'NZ', TABLES,SHEETS 6-8 FOR MAX.• PANEL TYPE TYPE TYPE SHEET 19&CORNER PANEL HEIGHT AND WIDTH.SEE QS' AS' ,K ANCHORAGE SHEET 11 SHEETS 18&19 FOR SECTION A MAX.UNIT DETAILS AND SHEETS 12-14 FOR MAX. NOM. h MAX, HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL ! WIDTH TYP.PANEL DLO PER M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER HEIGHT TABLES ExTERIOR INTERIOR EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-3 1-3 KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL a JAMB DEiAIL'G3',SHEET 3)PLEASE SEE APPLICABLE x 18;INSTALLATION DETAILS ASTRAGAL'&INTERLOCK X X X 'Gw&'Ge,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR TABLES. SO` DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'D',SHEET 18;.rDLO HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:90"INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" 'Dw'&'De,SHEETS 12&13 SIUCONE HOT-MELT BUM STRUCTURAL SILICONE STRUCTURAL SILICONE 3116"NOM. BY OTHERS POLYISOBUTYLEN 1/4"NOM. FOAM WI'rFi WITH DESICCANT DESICCANT EXT,GLASS ExT.GLASS -- #B X 1" _y #10 X 1.1/2" PH SMS PH SMS IM.GLASS IM.GLASS ,. 12 KODISPACE 4SG TPS + SUPER SPACER@NXTT PRODUCT REVISED ALUMINUM as Compiplf with the Florida �"- REINFORCEMENT Building Code 16-0629.08 POLYIS6 DESICCANT FILL AREA NOA-Mo. BUTYLENE a, PANEL CORNER FRAME ,ORNER 5116"NOM. SEAL 6CONE E Expiration Date02l17/2020 SILICONE SEAL H o DETAIL DETAIL BUTYL& ROLL-FORMED By DESICCANT STAINLESS STEEL—\ ed duet Control FOAM EXT.GLASS Part# Description Material a EXT.GLASS 124 IKommeding 4SG TPS Spacer System C•". ^' �4 125 Quanex Super Spacer nM with Hot Melt Butyl See this { Sheet[or IM.GLASS IM.GLASS 126 Quanex Duraseal Spacer 127 Cardinal xi Edge Spacer Materials +m DURASEAL®SPACER B XL EDGETmSPACER REFERENCE TEST REPORTS:FTL-8717,8966&89700 - - „= iarved6r Na: nwius - oevbme '.,'•.• '��,.,..o,....•.-,', JR 05!0$2016 B DED SPACERS. 10707ECNNOLOOYDRNE ANCHORAGEDETAILS/EXAMPLE ELEVATION ,°4';::, ••.:...',.,,�:F... SERIES 770 ALUM.SGD-LM IMPACT Rw— M1�480-160 nreax"vaec Som: r a..e,vw I A.LYNN MILLER,RE � SJR 10 to/ta a- DEBT OFAfITFL 8�5 ® SOD•770 NTS 15 >22 POT0930 B P Ex s676s I CON FIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 �'M',SHEET OPERABLE JAMB DETAIL'G3',SHEET 18; INSTALLATION DETAILVOW&'Ge,SHEETS 12&13 �✓ HEADER DETAIL'A',SHEET 18; MAX' iFX D JAMB DETAIL'G2'. ASTRAGAL HEADER DETAIL.W.SHEET HEADER INSTALDETATION DETL'A!,SHEET &'Ac', OLD JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAIL SHEETS 12&13 WIDTH -G INSTALLATION DETAILS PER DETAILS'GW&'Ge, L2,SHEET 19 'AV&Ac',SHEETS 12&13 Typ• �'Gw&'Gc',SHEETS 12&13 SHEETS 12&13 9D° EX7E OR INTERIOR PANEL PANEL PANEL. PANEL M//--rWIDTH PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL R' L' D A' TYPE TYPE W —ITYPE M'.SHEET 19 MAX. 'OS' MAX' g0°OUTSIDE CORNER UNIT UNIT DETAIL N1',SHEET 19& PANEL HEIGHT SILL DETAIL / I HEIGHT CORNER ANCHORAGE IDTH TYP. / / PER 'D',SHEET P. r SEE TAg�g SHEET 11AX. PER SEE TABLES 18NOTE 2, 1-3 INTERIORDLOTABLES 1-3 NOTE 2, 1-3 INSTALL SHEET15j I HEIGHT SHEET15 DETAILS -3 EXTERIORDw&'De, �, NOM.PANEL D SHEETS 12 X WIDTH TYP. &13, X PER TABLES L 1-3 MAX.UNIT WIDTH `\\ MAX.UNIT WIDTH SEE FRAME& SILL DETAIL' ',SHEET 118; .MAX.UNrr WDTH PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS CONSTRUCTION ,SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-)Q(=(2-TRACK) DETAILS SHEET 15 2-TRACK 'DW&'Do' JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 Ic',SHEETS 12&13� HEADER DETAIL 1 --JAMB DETAIL'H2',SHEET P-HOOK DETAIL V&'K',SHEET B',SHEET 18; d% INSTALLATION JAMB DETAIL'I2',SHEET 18;INSTALLATION HEADER DETAILIC'.SHEET `18;H INSTALLATION DETAILS 19;INSTALLATION DETRILS'J 4 DETAILS'BW&'Be, DETAILS'Iw'Ve,SHEETS 12&13 'C INSTALLATION DETAILS `Hw'&'Hc,SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 'CW&'Cc',SHEETS 12&13 �— MAX.UNIT WIDTH _ �""—'—MAX.UNIT WIDTH PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PRODUCT REVISED TYPE TYPE TYPE TYPE � ,M, F F 'P' as compr with the Florida 'L' 'M' 'F I MAX. Building Coda NOM. NOA-No. 16-0629.06 MAX.UNIT PANEL o a i / HEIGHT Expiration Date 02/17/2020 / / PANEL HEIGHT PIER WIDTH TYP. 1 WIDTH TYP. PER C D TABLES MAX SEE PER SEE MAX• PER TABLES Miamt- a uct Con o 1-3 DLO no NOTE 2 TABLES 1.3 g j OTE 2 DLO LTABLES1-3HEIGHT SHEET15 SHEET16 HEIGHTL —-----O X X X X X a' .... _ EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F,SHEET 18 L=� INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS t= (3 TRACK,RIGHT POCKET) Ew'&'Ec',SHEETS 12&13 Fw'&'Fd,SHEETS 12&13 ;f•r., T��a 4, +. �� Rered Br. OeL w.r.w. 1✓ F/��'hf.•••^,'C` '7 �� ,° l070TECtINOL00YDRNE EXAMPLEELEVATlONS M VEMCE FL 34175 ':'• xaYmer _ (841mama5o SER/ES 770 ALUM.SGD-LM IMPACT mmemaae sera =e IA LYNN MILLER,REmaFsr.B; a .oem caRr.oFaurlLAm�S ® SGD•770 NTS 16 ,22 POT0130 B P.E.usaros JR 10/10114 i PANEL'S RIGHT STILE TYPE PANEL SIN ASTRAGAL ASTRAGAL INT CORNER EXTCORNER EXTCORNER INTCORNER EXT CORNER EXT CORNER INT CORNER GLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 36 RECEIVER 35 RECEIVER INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN TYPES WI HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE WIHANDLE W/HANDLE W/HANDLE OUT IN #118 #1#'1111L8 #31 031 #120 #'I19 #81 0118 K8'I' #8 #81 vlik INSINGL K F PP KL TR TQ TC TA TV TW OUT SINGLE CC IC SQ SC SA SV SW INTERLOCK B E P A (earl' 9�A9 IN FIXED S S FD FC FV FW STILE JJ /�RR R (BOXWO mxm LOCKSTILE D f V I W/HANDLEf igpxpM Igpypq W ASTRAGAL p� PANEL NOTES: BOX OUT Fu BOX OUT LE rm R 1.SEE DP TABLES 1-3,SHEETS 8-8 FOR PANEL SIZES&DESIGN PRESSURE ASTRAGAL LEFT 4 INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF LLIW R.ANBOXNDLE ieox08 PANELLEDn PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS - ASTRAGAL T STILE ,DPM 10 STILE AND ARE NOT AVAILABLE. UJ Box OUT � 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER LL ASTRAGAL T �J LLAPPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER W Bleoxm Ieoro9 OX IN ASTRAGALS. 4.136°ASTRAGALS TO USE HEAVY-DUTY STILES -.1 NT�DRNER RT Cl (#61)ANDCORNERADDON(#31). u) 90 LOCKSTILE J WIHANDLE#12 SILL RISERS OPTIONS -. I. .2 23 wEXT CORNER �+�y T QS EXTERIOR z 90 LOCKSTILE (�G/ 232° EXTERIOR .D6Y Q Wf HANDLE#119 •232' EXTERIOR .062` �T"' W EXT CORNER S�\Q T �-q �,� (1-� DW 3,306° 4.055' 90 RECEIVER J `•r W/HANDLE #118 2• i INT CORNER#81 �T ry ®F 1.567` 90 RECEIVER `J •�2• PRODUCT REVISED Wl HANDLE #119 - as compl ing with the Florida cow4ER 0116 �+ 18 SILL RISER,FLAT" @SILL RISER,FLAT @SILL RISER;FLAT 24 SILL RISER,FLAT MCA-No.sicode 16 0629.06 -� 90 RE.-= CF FLUSH,1-1/2" LOW,2-1/2" MEDIUM,31/4" HIGH,4° 1 ,760" Expiration Date 02/17/2020 EXTCORNER VT VS VF 750• By Ca. 136 RECEIVER '�''� �v-- 75U I EXTERIOR �2. Mlami-Dad mduet Control EXTERIOR W/HANDLE #01 EXTERIOR EXTERIORI I BS, a INT CORNER 031 �� ° 4 . 4.055° 135 RECEIVER WT WS WF 082° 3.305" �;1Iy1' ,.� W/HANDLE #61 .062° 2.555` ,i :_ ,!.•'• "..: 1.567" SILL RISER BOXI' SILL RISER BOX S) LOW,2-1/2° 23 SILL RISER,BOX O SILL RISER,BOX ;,5'1705 - 19"FLUSH,1-1Y2" 21 MEDIUM,3-1/4° 25 HIGH,4° :,, NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 PANEL TYPES ammaeT ++�: �•+ 1079TECIN l'GYDWl'6 .li.`.. N.V&J=FL 34276 m¢ •. t•.";. �, ee SERIES 770 ALUM.SGD—LM IMPACT (941)480-1600 ae4�sum¢ amn� s„°t g6n A.LYNN MILLER.P.E. cnar�4e omx ® SGD770 MS 17 22 PGT0930 B P.Ei138706 JR 10110114 C1�7:�A s I ASSEMBLY DETAILS _ 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) so OR s1 t05 LOCK PART 17 FULL LENGTH 14 75 8107.110 14 1060FJAMB b 60 OR 616iih - 18 S 60 OR s1 60 OR 61 2-TRACK JAMB G1 (SHOWN 5 SEE DETAIL GI 2-TRACK 0JAMB WITH FOR FIXED OCK P 6°LONG OPERABLE. 80 PANEL CLIP 75&1077--1 106 � W/RETAINER#106 PANEL) 113 MID (SHOWN WITH FIXED PANEL TO LppK P SEE DETAIL G2 5 THE INTERIOR} EXTERIOR 103 113 75 8 t o ;0 103 FOR FIXED 5 t so OR et PANEL CLIP EXTERIOR 15 6 k12,3 112 16 17 FULL LENGTH 40 Cao tm OR 01#10 X 3IOF JAMB 2-TRACK JAMB 2-TRACK JAMB ExrERIOR fl EXTERIORSMs,XCLIP#80 OR#105 51 52W/SCREEN6"LONGWIRETAINER#123 3 TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4TRACK JAMB (SHOWN WITH (SHOWN WITH (SHOWN WffFi11 (SHOWNWITH I2 (SHOWNWITH MIDPANFOCEDPANELTO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 0o OR 61 THE EXTERIOR) 63 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR 2 u I 112 1 3 4 6 45 5 113 5 113 62 51 69 EXTERIOR EXTERIOR EXTERIOR 53 a a a SHOWN WITH2-TRACK WISCREEN ®3-TRACK daF�E HEAD E GHT PER 4-TRACK MAX.UNIT OPT.SCREEN �FRAME HEAD s FRAME HEAD TABLESI3 TRACK PRODUCT REVISED �•=' as complyyi1nngg veith the Florida 69 8allding Ooda ®`-- 53 69 59 NOA-No. 16-0628.06 EXTERIOR EXTERIOR a r 52 51 72 OR 73 72 OR 73 a 72 OR 73 Expiration Date 02/17/2020 10 By 46 19 113 11 9 11 d0am-Da r ac Control � 46 47 0 8 h� 113 113 ,.�i.4+i t;n,tt . ." EXTERIOR 112 5 • ,2-TRACK WISCREENj3 TRACK ®4 TRACK _: .; u �J Alo. SiL:; FRAME SILL E FRAME SILL F FRAME SILL - �� ;ITEM 81 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 13,SHEETS 83 FOR DP(PSF)ASSOCIATED WITH STILE, wi;w. VERTICAL SECTION DETAILS a�Vaw `7bw jI � /ea1}4ea1600 sERjEs 770 ALUM.SGD-LM IMPACT aWe amgru° rorc A.LYNN MILLER P.E. ) 'P o—or nr� a mm err oFaunc�szse ® soo-rio NTS 18 122 POT0130 B REN0705 JR IWIOI14 ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) 5 4 INYEROR et tt3 118 7 *�M *: . 11 113 10.9 62 111 63 60 OR 61 65 146- 90' EXTERIOR EXTERIOR INTERIOR EXTERIOR R P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS INTERIOR �J �fEXT.ORINT.MOUNn 9U' QK�EXT.MOUNT ONLY C� 60 OR 61 LOCK PAR LOCK PAR 75&K 07.11 76 8107-1! 575a 81 5 INTERLOCK i 14 I i 113 BD B0 61 61 118 �6 5 I 11 I 113 �'I_p�TE.OR EXTERIOR �J 113 103 119�'EXTERIOR 7 D=R 67 68 STANDARD SO-INSIDE COR L! WITH STANDARD STIT ESS# 60 WITH HEAVY-DUTY STILES#161 N1 2 TRACK SHOWN 7 HEAVY-DUTY ASTRAGAL#68 16E�,90'OUTSIDE ER N2 -TRACK SHOWN 'ITEM S61(HEAVY-DUTY I STILE)SHOWN,ITEM#60 4 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO { (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES I TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 5-B FOR DP (PSF)ASSOCIATED WITH 1 STILES. 4 INTERIOR 31 LOCK PAR 76&107-11 4 INTERIOR 5 4 INTERIOR 135• $ PRODUCT REVISED as complying with the Florida t� Building Code Non-No. 16.0629.06 u, Expiration Date 02/17/2020 m ea 7 11 � _ BY 14 S gt 3P 135• Mlam. Product ontrol 103 S 61 I,,•r� �- 32 EXTERIOR fi1 r, yam. � I PART 31 103 6! EXTERIOR 7 y1 �/ 14 ®135"INSIDE CORNER- -mz. 75&107-110 oz 2-TRACK SHOWN k . v7*1 a 135.OUTSIDE CORNER "G 01 2-TRACK SHOWN i �, raro7ccrwwnarowvE HORIZONTAL SECTION DEfA1LS CORNERS ' rtwwer uma a.a� lsal}-0eo lsaos4zi6 SERIES 770 ALUM.SGD-LM IMPACT e remamt eat,: ansae w aer. k LYNN MILLER,P.E. } JR 10/10/14 OERT.OF�lUM 919296 ® SOD 770 NTS '18 22 PGT0130 B P.E.$58705 7l x PGT Item Dwg.# PGT# Description Item Dwg PGT#. Description NOTES. ALLALUMINUM=6063-T6 1 17308 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE 2 17303 817303 2-TRACK HEAD wTTH SCREEN RAL 61 173'28 617328 PANEL STILE(HEAVY DUTY) �2)ITEMS#33-39,56-.59,66,78;84-99, 3 17309 617309 3-TRACK HEAD 62 17327 817327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE a 1731a 617312 4-TRACK HEAD 83 1225 6TP248 WM BULB WSTP.-THIN INSIDE INTERLOCK) NOT PART OF THIS APPROVAL 5 17314 817314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 8 17317 817317 FRAME WININ AMB ADD-ON 65 17328 617328 INTERLOCK SCREW CGVEA M)USE OF MS2 OR#13 REQUIRES 7 17304 617304 2-1RACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS W 3116°MASONRY 8 17301- 617301 2 TRACK SILL WITH SCREEN RAIL 88 17339 817339 HEAVY DUTY ASTRAGAL_ ANCHORS®�4°MAX.O.C. 9 17307 6173U7 3-TRACK SILL 69 17324 817324 TOP&BOTTOM RAIL 10 17310 817310 4-TRACK SBL 70 17350 417350 WEATHERSTRIP.DUENSON(IN 1ECMN MOLDED) 11 17313 817313 FRAME SBL TRACK INSERT 71 1885 71M 1-12'X1"*X3/4"HOH FN SEAL DUST PLUGS 12 17315 617315 - FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY. 13 17310 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74. SLICONE 65W-89R DOW-W5 OR GE-7700 15 173M 617302 2-TRA(2C JAMB WITH SCREEN RAL 75 8185 78186X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE _ 16 17306 617308 3-TRACK KMB 76 7tM=FPFX#1032 X 1"FL.SS SCREW WI TYPE-P TIP 17 17311 817311 4-'TRACK JAMB T7 7103239 1032 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FAT,FLUSH,1112° 79 17357 617357 1'IS BEAD ' 19 17319 617319 SBL RISER-BOY,FIUSH,112" 60 17359 017359 7/16"READ/FDED PANEL CLP 20 17327 817321 SLL RISER-FIAT,LOW,2-12" 81 17360 617360 9118'BEAD 21 17318617316 Sfl.l RISER-BOK LOW,2-112" 82 1224 BTP247K VINYL BULB WEATHERSTRIP 22 17355 817355 SILL RISER.FIRT,MFDIUM,3-1/4" k113 61745 1745 LOWE INC,V2 X 1/16"SOL SDE ADR.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOY,MEDIUM,3-1/4" W52 48052 ROLLER ADd HOLE PLUG 24 17323 817323 SILL RISER-FLAT,HIGH,4" 72087 .AMB BUMPER 25 17320 617320 S9.L RISER-BOY,HIGH,4" 1698 71695 DUST PLUG 28 17333 617333 POCKETP-HOOK 6186 7818BX 1"KEDPFR 27 7070 67070 NEOPRENE BULB MTP FOR P-HOOK 853 7SDKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P41OCK MOUNT 17344 617344 FDED PANEL CLIP-8'LONG 29 17335 517335 P-HOOK COVER 106 17352 617352 FLED PANEL RETAINER-9116' 30 17348 617348 POCKETP-HOOKFOR BOXRISER 107 1739 74739 HANDLE KIT-NTEROR RAISED WTTHTHUMB TURN 31 17378 617378 135 CORNER 108 17411 1 71740 HANDLE KIT-RAZED EWEROR HANDLE 32 17376 617376 135 FDED MOUNT 109 1731 78IWN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN ITEMS 40.53 ARE SCREEN PARTS: 110 1732 70178 HANDLE KTT-RECESSED E)QERDR PULL 40 4319 812258 SCREEN SIDE RAIL-LOCKSTILE 11i 710X14PPSDAX#70 X3/4'PH.PN.TEK-S.S. • 41 7LOCKWOSK SC1EEN LOCKSET 112 1235 87616 WS7P,.270 X.170-FIN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64086 1.18r X230'FNSEAL 43 M52 68152 SCREEN INTERLOCK ADAPTER 114 710XI15PPX 1910X1-V2' PRODUCT REVISED ' 44 4428 84428 6C3LEEN DOUBLE NTERLOCK 115 710XPPT 6'10 X 1' - as com Iy1�with the Florida 720) 45 4317 672268. SCREEN TOP RAIL 118 OX 014+20X1'S.S. Builtl(ng Coda j 96 4318 612257 St3tEEN BOTTOM RAL 117. 720X712X #14-20X1-772"S.S. NOA-No. 1S-OS28.06 47 868 7SRAZ STANDARD ROLLER 116 17336 617336 90 DEGREE CORNER RECEIVER Pxpirotloa Date 02/1 712 0 20 46 868 7SRAX STANDARD ROLLER-ST.STL 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL B ^� 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL Y Miami- a rodutt Control 50 17349 617349 Om SCREEN ASTRAGALADAPTER 123 17352 817352 FIXED PANEL RETAINER,716° -' 51 1692 61692 SCREEN SPLINE-.185° 52 1894 61694 SCREEN SPLINE-.150' u y 53 61816(520 SCREEN(x07N __ •"'=T' 54 4725 1/YX4'X1116"SET.BLOCK,NEOPRENE 85+1.5 ' ' 55 1723 1'X4'X1116'SET.BLOCK,NEOPRENE&9+/•5 - w_:� . 167orr9vocoot Drove PARTS LIST M tIFABGF,R 34276 as (947)460.16M SERIES 770 ALUM.SGD-LM IMPACT ' J� �_1011WN ayu: ft A.LYNN MILLER.P.Ecfnr oFADntNTS 20 a22 POT013Q a PE.#6=6 JR CID 8.562° 1.36" 1.36" I�- 0.080" -1 1.872° 1211" 1.505° -t 0.081" 1.019" 0.062° 02-TRACK HEAD 0.081° 0.081" O 70 4-TRACK SILL SCREE 40 STILE (6063-T6 AL) (6063-T6 AL) 6.198° (6063-T6 AL) 6.198" 6.52 "-I 5.069" 0. 0.080° � (--�--1.045" IF i I �1" 1.993" 0.082" 0.081" O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL (6063-TB AL) (6063-T8 AL) 14 2-TRACK JAMB 46 SO CREEN (6063-T6 AL) TOP RAIL (6063-T6 AL) 2-TRACK JAMB W/ 7.105" 6.221" 15 SCREEN TRACK 0.080° (6063-T6 AL) 1.38" 1.505° I � 0.876" 1.211" 1.993° 0.062" 0.081° O 3-TRACK CK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.081° (6063-T6 AL) (6063-T6 AL) SCREEN 4 T BOTTOM RAIL (6063-T6 AL) 9.142" 4.49" 0.081° � 0.080° 7.105` 1.211° AnF �n 9.141" 0.081" O4 4-TRACK HEAD O7 ,2-TRACK SILL (, PRODUCT heFl (6063-T6 AL) (6063-T6 AL) coCg withteorida Buildingoe 10A-No. 16.0629.06 "� ao 1.514" f1 0.060" ErzPlmllon Date 02M7/2020 ey--,� _-- j �`ri 0.632° 0.760" 6Aiamt- ade duct 1260" 0.060" 1.516° y' OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ADD-ON 12 ADD-ON 73 END ADD-ON 18 3 TRACK JAMB _ �a (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR 3116°MASONRY OR 3/16"MASONRY n (-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24°MAX.O.C. (6063-T6 AL) :�. 6 g(b r rsermele ama a - ampmz 'i l- f0707PCNNOLOOYDRIVE D(TRUSIONS •. .y i SERIES 770 ALUM.SCID-LM IMPACT lsary43wreao _ A LYNN MILLER,P.E. JR 10/70/74 CF.RT.OFAURLrY28788 ® $(30-7711 NTS 21 ^�22m PG7D130 B P.E.#5E706 0.718" 0.83" 2.304" � 0.752° --►( $.802" 0.752° I IT 0.885° 0.574` 0.796" 1.163"� 0.062" 0.080" 0.082" 0.264° 0.075° 0.233' D• ' SIM— 11 SILL 26 P-HOOK 2s P-HOOK MOUNTfNG 29 P-1- TRACK -HSCREW go P-HOOK FOR BOX RISER COVER QTRACK O QADAPTOR OCOVER 0.080° Q (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) {6063 T6 AL) (6063-T6 AL) (6063-T8 AL) 4' w 4" 0" W1.41818' F-�: 1= 1.739" 0.062' 0.133" 0.062" 1.303° 1.600 1.6000800° 1888° .016" 0.325° 3.125' 3.125" 0.062" INTERLOCK INTERLOCK 31 V1,-1 135°CORNER O 606 -76FIXEDA MOUNT O STANDARD STILE 81 HEAVY DUTY STILE 92 ADAPTER ss SCREW COVER (6063-T6 AL) (6063 i6 AL). (6063-T6 AL) (6063-T6 AL) (8063-T6 ALJ (6063-T6 AL) 3.979" -3.979' 0.075° 4.125" --y 1.050" 1.050" 0.075" 11,645,.645' 0.062" 1.304' fr,� 288" 611" 485" F» 3.25" 045° 0.125"" 0.281" 045° O STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL s9 TOP/BOTTOM RAIL 78 GLAZING O7/16'GLAZING 81 9/16'GLAZING BE- AD�(I U) BEAD.FIXED BEAD (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (8083-T6 AL) (6063-T6 AL) 1.003" _ 1.03" C� 0.133° 1.498"4" 5.621" PRODUCT REVISED 0.757" 0.080° as comps ng with the Florida Building Mode 0.050" " NO/�No. 16 OS29.06 FIXED II Expiration Data 0 211 7/2 02 0 105 PANEL CLIP 0.709° 2.893` 0.133 (6083-T6 AL) 1.498" tMami 0.080; m uet Con o d G`a 550° 0.883 FIXED PANEL 0.709' 123 6.621° RETAINER,718' 120 90"INSIDE CORNER ASTRAGAL a� 0.080'-►II-� (6063-T6 AL) '- 2"826" 119 9010 SIDE CORNER ASTRAGAL (6063-T6 AL) :•r ",,;'•.::' %- FIXED PANEL 11a 90°CORNER RECEIVER (6063-T6 AL) v 10s RETAINER,9/16" (6063 T6 AL) _ { CD (6063-T6 AL) ; �10,10114 =" 10707ECNN0L0GY0RNB EXTRUSIONSK VBYlCE;134M7a; (0s1)480•lWO SERIES 770�ALUM..SGA-i IMPACT A.LYNN 61ILLEK P.EJR w,>. CER70FAUTlC X99 ® SG6770 NTS 22 a22 PGT0180 S P.E.958705 4 M IAM t DADS MIAMI-DADE COUNTY On PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.ruiamidade.gov/economy Amarr Garage Doors 125 Carriage Court Winston-Salem,NC 27105 SCOPE.- This COPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 1614"Wide(DP+45.8,-49.3 PSF) APPROVAL DOCUMENT:Drawing No.IRC-9516.169-26,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision C dated 02/04/2013,prepared by Amart•Garage Doors,signed and sealed by Tomas L.Shelmerdine,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:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Kansas,model number,the positive and negative design pressure rating,indicate impact rated if applicable, installation instruction drawing reference number,approval munber(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel. 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 maybe displayed in advertising literature. If any portion of the NOA is displayed,then it.shall be done i<n 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 413-0503.08 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 15-0505.13 MIAMI•DADE Ct7UiVTY Expiration Date:September 4,2Q1$ r Approval Date:July 16,2415 Page I PjAa r°?.,4 ��tbb �9� 'rahti-J; Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted ander NOA#13-0503.08" 1. Drawing No.1lRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3; dated 03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shelmerdine,P.E. B. TESTS "Submitted under NOA #13-0503.08" 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B 117,prepared by Architectural Testing,Inc.,Test Report No.C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E. 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 4)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door Model_950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0205.01-13R, dated 04/02/2013 and 06/1312013,signed and sealed by David W.Johnson,P.E. 3.. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 9'x 7'24 ga Model 950D Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson; P.E. "Submitted under NOA#08-0718.03" C. CALCULA`T'IONS "Submitted underNOA#13-0503.08" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and sealed by Thomas L.Shelmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 02/09/2012,signed and sealed by Thomas L.Shelmerdine,P.E. "Submitted under NDA#08-0718.03" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to'the V edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed*,0 . Shelmerdine,P.E. le iS arios M.Utrera,P.E. c Product Control Examiner „a sa ��' a_F,iE S aa, ;� 6=� z NOA No 15-0505.13 i �� git.t; � Expiration Date: September4,2018 Approval Date:July 16,2015 E-1 2'to BALL 7`16 CA END CAP BEHINDSTEEL HURRICANE 140&DURASAFE TOP FIXTURES ROLLER V/S'KIM STEM CENTER HINGE ATTACHED 3 GA FLAtl BRACKET ATTACHED 70 WOOD © HO((HEAD SCREWS• 2•THICK 1OF FIXTURERATTACHED V/ ��>u1()tl%103!81 LAG ACK S AMC TO 'TRACK V/N>t/A'-20 x HJB TRACK SPLICE ADJUSTABLE 0.0.LE0.CARRIER (4>I/4•x 3!4•HEX HEAD BOLTS AND NUTS ATTACHED V/tD 1/4•x 1/2• 7'16 CA END CAP BEHIND SCREWS ADJUSTABLE SLIDE l2 GA.GALV.COMMERCIAL HULT I.NUT PER BRACKET {•.: ..- TDP AND SOITOM F1%TU0.ES - BRACKET ATTACHED Y/(2) TOP ROLLER BRACKET "" I/4'x 1/2'HOLT AND HUTS AT V/44)1/4'x __ ,�-5 IJ_.C',,,106&R-TRUS�ATTACHED 'i'x':••�:•dr: _ 3/4•HEX HEAD SCREWS .:':i:F'Ct?i'" -_�V/(2) /4•x 314' PER BRACKET HEX ltEAO SCREWS AT EACH CENTERSI,`LE �-�—'��''7 34 a&1121 EXTERIOR AOR SPLICETRACKS AT n113 LWADOH TS TYPICAL TDP FIXTURES 1 \�oyy►J/ w/BAKED ON Pd.YESTFR FURSH SE O JAE�e'WIH 0)BnB.DIA x 1 S/D• M.T.S. ' '��}' LAO BOLTS SEE(TABLE 2)ON PAGE 3 FOR S TYPICAL AURASAFE CENTER HINGE (SPLICE) (�) ECUMMIDED SECTION CONFIGURATION .A N.T.S. U 8/18•AlDIAx A7 EX JAMB BRACKMEOETO JAHB 0)R-TRUSS PER SECTId1 s STILE THFIERBRNGE HM.E(S) G 13 B OALV.STEEL JAWS HRALV.S 1 (TDP) DN TOP SECTION UALY atAGUG)D ArrAgiEO W/(1T 1/4'-20 TRACT(SAUCE T A NUT MULES FOR STRUT ISTRECITURED)(IF STRUT F THROUGH .E 6 4 D ® r H SEE(TABLE 3)CH PAGE 3 TYPICAL STILE STIFFENER @1 FOR JAMB DRACKET SPACING N.T.S. �J 5 I/2'H X t3 G& (5'R-TRI!%)TRACK CONFIGURA'IQY FOR 6'S'UP TO 14•TALL DOCI A B tlA.LV.STEEL R-TRUSS ATTACHED '-"' .-.. —+'•a3 SEE(TAYJ GO I/4•x 3/4' HEAD HEX REFER TO PLACENENTS FOR BLE U ON PACE 3 SCREWS AT EACH END STILE 'FCR STILE OR STRUT SPACING A110(21 114'x 3/4`HEX ME TABLE 4 OR PA 0' SCREWS AT EACH CENTE0.STILE I6'- MAX INSIDE ELEVATIONV <z� 3' 20GHTRurs 13 A DURASAFE ROLLER ATTACHED V/ CARRIERS A TO R-TRUSS M.LS (2)1/4• 1EWA V/(B 4'x 3/4'HEX 14 GA qT ENDAA.M. FLY MONDA OF FUM HEAD R CARRIER )D-{RN BE gTTACHEO STILES DAR Y/(H)114•x 3/4' HEX HEAD SCREWS CONT.STEEL RETAINER- 2- ETAINER 2.10 BALL STEEL V/BOTTOH SEAL D HURRICAID:ROLLER 146&DURASAFE TWO THREE ROVE OF B IFW1B)W 81/711(1 10/16(11 IPC V/9'STEM ROLLER CARRIERS ATTACHED LSto VENTS /p. TO END STILE V/(0)I/4'%314' EQUALS 19 SO0..INCHES ��n'--� C /LgDSI11TW�ID1�.10V 07(N�11 HR •�� HEX HEAD SCREWS PER CARRIER L-_ � C710N A-A ,SIDE NEVI I J MODIRgVL%D _ plEu'rprg MAXIdAX SIZE _ -T • pr1eB�.rmILB F7CFIdq PRODUCi'REV"m is'x 14• .y SNEj�,`/'1pe� �A l r.�0 11g m 5,.:.,...., o ' SLIDE LOCK ENGAGES INTO VERTICAL rND's�. m CD0491YI46r7R1101D ITC" DESIGN LOAD $q1 ,O (j.•. F O $$MMii TRACK ON BOTH SIDES 5/G'KIN ^ �1 p�latA;Q60o •1.45.8.PSF `p\��t�\C+ S�P•y O�' 8 • ENGAGCHO)T(SNAP LATCH.GR LOCK UPTIONAL VENT DETAIL,l , NmepHroDNO 3-t7•SQ ��rf' X49.5 Pse WE e 5 1/241 X 10 GA. (S' u o BAR UPTDINAU ATTACH W/(B)f/d•x O P,gp+f ,T �'� a •• 00405 9 •• pg tRUSS)ATTACHED W/(4) 3/4-HEX HEAD SCREWS a,..1/4'X 3/4'NIX REVS /4Ad66t 8 >ea•^�,TY� I)II TYPICAL IRIRASAFE END HINGE T+tiaoi Pnxhlel �g a'O• lJ :�C STATE n 'a ST �p{7I�110 LARGE MISSLE °� �1';�•� pQ;•� a� R470BLE SEAL 20 G&GALV.STEEL END STILE 8/16'x I S/S•LAG pt ATTACHED WITH(7)TOG-L.-LOC CREW CN PER 7'16 CJs END GAP BENMD IMPACT OJO '• O I LJ. ♦� HIM.— ( MIfD BY MSTALIER) TO DOURS SKIN AND"I JAMB BRACKET TOP AND BOT7O.FOUS RESISTANCE 00°ss/•••••••'C�°++ 3 SIDEROOH I� (7)20 G&CENTER STILES TOG-L-LOG AT BO iT TOF�1 tN,1D. a,JIM Y - �� °°aarrQNA`y1e++++ I ATTACHED WITH� (B)1/4•X 3/4 LARGE M I S S L E TOG-L-LOC AT THE TOP AND (i)7/IB•DU. HEX HEAD SCREWS NOTA E RAIL AND ADHESIVE BOLT RET7JMER AT EIH AND CENTER TO INTERIOR FACE (RSR STILES ��,' IMPACT RESISTANT 2ka7 �'�l :1 ..•.-•:':•:• ::•. ..'F _ :. '...: : -SALE14 NG 3MOS vvVAVARR.C= - 163 CARRIAK T VRISTDV -- S1'•..- _ == ::.:' `= HIODBL 080 HBRITAOS(24 GA)1000,5000 -•:•:. .•...: ..•....?: _:'•..d R'10 HALL HOTTORHRX AT 22 QALY.STEEL C�RRAACCKK SYEEL HURRIC 13 G&TC%ATTACHED HIOD]iL 088 OAK 3IB1M1T(2r OA)1000,SD00 7RAC4(IRS..02T LER V/6'HIM STEN V/GO 1/4'%314' SHORT,UNG,IR=.AND OAK SUMMIT PANELS 3 1/2•H X I0 tl&(e• 00NT.VERDCAL JA D 3X6 HEX HEAD SCREWS ))v4-2o x 3JB•TRACK SW7HTRN YELLOW PINE 8& OMHBT 0.J 0RE OIJGJW N9516-169 SPLICE HOLT AND Nur PER R-TRUSB) (110.2 OR BETTER) B OECMO Sr Aff D1TI NAilo' IRC-9516-169-26 JAMB BRACKET TYPICAL BOTTOM BRACKET 4 TRACK MOUNTING DETAIL N.T:S. ( SLEI t or 3 H.T.S. SPECIFICATIONS AND NOTES 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED-TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO 714E VERTICAL JAMBS THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF.THE LOAD TRANSFERRED FROM THE DOOR, 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF; +368.4 LBS/FT & -394.4 LBS/FT 3.DOOR AND HARDWARE VALL BE DESIGNED.MANUFACTURED AND INSTALLED V47H STANDARDS AS SET FORTH BY DASMA. 4.DOOR SECTIONS SHALL BE 24 QA.(.0216)MIN.EXTERIOR SIGN ROLLED FORMED.Y//BAKED ON POLYESTER FINISH INTERIOR OF GARAGE 5.DOORS UPTO 7'O"HIGH CONSIST OF(4)SECTIONS AS SHOV(N. USE(1)5 i/2"R-TRUSS PER SECTION&(2)3`200A STRUTS AT BOTTOM SECTION --+- MAX.VADTH 16-0- S.DOORS OVER(4)SECTIONS REFER 70 TABLES 1 AND 2 ON PACE 3 7.SUPPORTING STRUCTURAL ELEMENTS SHALLBEDESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR VAND LOADS DESIGN LOADS INDICATED ON THIS DRAYANG IN ADDITION TO OTHER LOADING& +386.4 LBS/FT SEE NOTE 2 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING —394.4 LBS/FT OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECd1ENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAD SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR,THE MANUFACTURER SHALL MNL TO THIS OFFICE. A COPY OF THE TEST REPORTS 87TH CONFIRMATION THAT THE SPECIMENS 1VERE ,pl(ODUNI'14TiVLSBD SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION ypCAKflyF7lg`Mi0.ut00�t151I116 tlOW(T3tHV14HD FACILITIES. AND A NOTARIZED STATEMENT FROM THEvandQ 3'H�6 @ten." MANUFACTURER THAT ONLY COILS VAT14 YIELD STRENGTH OF & �S lMIAIIg Co6f 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR _ AtWow N. P1 'Q DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. fly T � Prodaet gMldn-� ih.duc+'�aeRn4 FLY I mm(F FET6q& A= BY WOOD JAMB ATTACHMENT TO STRUCTURE A an411"n' i fid. B UMIDFB:MO 10/18/11 mC ?X 6 VERT]CpL JAMB ATTACHMN TD VODD_FRpHE- B'T o C 1( uwio6A =(R 07JOI/D RR ti 8/16'X 3'LAG SCREVS STARTING 6'FROM ENDS THEN 12'O,C.C 1/2'EMBEDMENT) MIN KVI AOT 3/0'X 4•STARTING 6'FR@1 ENDS THEN 24•Mr- 1/2'EMBEDMENT) X IV MAXAll Cgrm S12E HIIllli8li � 1411 HILTI SLEEVE ANCHOR 3/8'%E-3/4'STARTIND 61 FROM ENDS THEN IZ'D.C.(1 I/4'EMBEDMENT) X441 5){ t e�r00 z ITV/RAMSET REDHEAD(TRU-HOLT)3/0'X 4'STARTING 6-FRum ENDS THEIR Be,O.C.(2 1/2'EMBEDMENT) DESIGN LOADSeQCJ.G S`•IgL(�pi�/ ,_n STNPSDN 1/4'X 3•TITEN SCREWS STARTING 6'FR ENDS,U5.8 SE PAIRS OF FASTENERS _40,3 PopN,V Al " ,� y (3'APART)AT.6'dC.(1 1/2'EHBEIIHENT)HILTI)/4'X 2-3/4'KVIK-CDN lit SCREWS STARTING 6'FRaK ENDS,USE PAIRS OFA0046 FASTENERS G9'APART)AT O'dC,(1 1/4'EMBEDMENT)�" A X f;yRT�^' JAMB ATTACHMENT iD GRnUTEDr_9B BLD[K(2080 pc7 tt MILT,SLEEVE ANCHOR 0/e'X E-3/4' STARTING 6'FROM ENDS THEN I4'O.C.0 1/4• EMBEDMENT)(OR.USE FASTENERS FOR HOLLOW C-90 BLOCK) LARGE UISSLE h STATE OF �C g -�, � IMPACT U 0 A, WAG Q• :� -LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MDUNTING SURFACE. $$$ o�}'•r C o n O••°� o -PREPARATION OF VODD JAMBS 8Y OTHERS RESISTANCE 1jr�OSS/�...... �� a17 M [IDD CONCRETE HOLLOW BLl1CK FL //,i18188I1U141 5� 3 iii -1 STRUCTURE STRUCTURE STRUCTURE OROU7ED BL r[9' STRUCTURE �a-��jp J? Y 165 CARRIAGE CWBT V111811JR4ALEN,NC. OH44 WWA4ARA,COB L2'MI 2-3/4'MIN 1-1/2'MIN I--4'' TAODHL 960 716RR11'AOE(24 OA) 1000.2000 2X6 JAMB HOWL 566 OAK SUMMIT(24 CA) 1000,2000 YP g•M SHORT,LONG,FLUSH.AND OAK 811MMT PANRIS $Ai ORAVI BT RI I DIX O3/I7/0 MAIDS mm AVAILABLE TRACK CONFICURA71ONS 6 OE(ADBT NC I 9414 83/li/OT IRC-9516-169-26 N.T.S. SQ1 2(f 3 TABLE 1 TABLE 4 TABLE 2 DOOR STRUT SP NG(BASED ON RECOMMENDED SECTIONs6eDOn Ceruarso,e DOOR SECTION HEIGHTS _ rued 20,1lea ed04) .. HEIGHT CONFIGURATION) TOP ywh P4edYYw tot 7sl 3rd am 816 wn M HEIGHT BEm #2 )Y3 #4 45 #6 #7 #8 W �.A 7BB C D E F G H I T 1=o 20.°16 46. 71 .782 �-„.: i ��'.,;'� 1�r A', '�:��4.a". '.T•!� za•J._. r .':';l S .* .L Oxy .T,rz y4 t, 'R,Re d!+r 1 I u u u u V _..__. 3 21' 21" 21' 21 21 .18 18 21 7' 41/2° 7" 171!2 381/2" 59112" tr.o smd 4a9,z 72°00 315 /tea 1 76 112° 1z, 2 2d0 40826 7.110 Ifi ,4760 §> Yt•n p''; 7 A _ 1 11, AV '� +� 'u ^'S iC-{t..:':t"*^' 0" 1 0 2C 6 48]73 72060 SIM ti9.378 _ 1Sn' 'S.'ik'. 'd'tt"ti.tl GV ,8 :dT 2 4f7i?nvV;r .'�fQYY1. H V�Xi.!:. -,}Y(:},4',f1,.:i�7:':::!�:•"' `�'.'}'\:I.t:.:Sl'Y T3{lAil:lWlxAr^.!+fi6•n ±? 2a 636 7 11 t U 1 11 II 1 ,I 'r 41/2" 7" 1711/2° 351/2" 531/2° 711/2"1 881/2" z n.re W.0-84 . 08.816 +tae3 12 6 21 18 18 18 18 18 18 21" �- tr a seed °6126 a mo 72°076 1 y Ms.tri' uJ s 1 tr (1ue �42^�a;.,b'._fi,'t, >z 1214 Bhal 7. �.a.,.^ t.l!{tt��',::e?",`!;;fiP. �,'A WRIN,��O ,; t ,a e�3fi"4 sr rxia :{111,. ,4• 2a,ee lase 7aaoo assts na 1 n B n n n n " - 9 41/2" 7' 141/2',321/2' 501/2 681/2 86112 1001/2" z 28.028 00• 11 6 21 21 21 18 18 18 21 .ca a iz•S aLxl 28. 670 x6.000 1 BMW«, 1. '/ 1z 6 27 6.1 78.000 6W 422880 trT3hEtt ;' r :' t � .. 0' _. . .... -4"".•".. ��` re Bead 2.1x6 r. 8638 2381E 0 u u tr n 771xr0' 41tt/7.23" 7" 17yy 1/2" M.11/2" 591./12" 77 912" 951,1/2" 1121124" 1=e 27 61.6 76.000 w.3a6 724.e00 10'6" 21 21 21 21 21IIB,y 2111 `- XL... ire 2°200 6u03 78000 gum 7aew 000 100. 72J :5' d+4. g._xC3: 11' 4112" 7" 171(2" 351/2" 53112"?1112" 881/2" 1071/2" 124112" +2110 ero4 zz6msaaso 77.°00 to,awr2amo n ° „ �T ,�7 1 3 q ,11 ,,47271; 8 car 1 .1 y�, ,1tz o n i 24.800 9'6' ?21QU� 18 1$ 18 18' 21 ' t -- I 31 l lY_e•Y76' :f4'2 577)Cdlh Y 91�fM}i nf..• r!_ 'lC.:'?a�_.' IMIN!,I 3',0 Sud 287 625�3C�00 7!.006 tO1W.00D f28A00 �'. 'L �'i tls�p'):��11+-i _N 12' 41/2" 7" 171/2" 381/2" 59112" 801/2" 101112° 119112" 136112" g'6' 2qi' 21" 21" 18" 21" } h g/l I%. " . ''ik Sl i� r 1`, :. 1372 WE t 128000 13' 4112" 7° 1171/2',381/2" 58112" 771/2" 961/2" 1131/2" 1311/2" 1481/2" .2 seed U42 L" 3'� aro ew Mm iai lxaws l T 6' 18" 18" 18" 18" 18" - } p'ea y' N' ,,. rk 1 1J-T i LL7' , >v I! tr+4 26.600 .800 B0.006-to6.too 1 36 z�4 tx_32. 7X_la1( 571 :o /:: QiC;ltd:7t1: :t%2;; .15 ?0 � - .. .. ,.4 Beed 640 soma ,60.606 1076 `� 14' 41/2" 7" 17 112" 381/2" b91l2" 80112" 101 112" 1221/2" 143112" 1601!2" to6 732 fu �.0"•�' ll>- ET4i �ti a..:M t3•. 30.800 sm etwo too 13,.200 6161 21 18" 18" 21° BaWd 6 66 976l___..._..._ 137 30800 66.4m 000 , 1z 3 28 6&000 t .378 132.760 1316 seed 28. 3 000 .160 WIN: i1 8hal 31 67.(n 621138 .7 t 13'40 1.340 0 63.000 W6em 34. lVA01 B 436 .67b TABLE 3 ,a:o aro° 3td88 6.763 63938 110.1 136 14, Bbam t3a. LEY tE6fA oor 1211x074 OAff BY DOOR TRACK ATTACHMENT ISPLICE ta: aT. 1 Wase T37.376A nRBamlma0TR1ae esawslc®rep)/re s3v 02 SW 32.764 6984 64.838 11.410 W.Wl HEIGHT A B C D E F G H I J K L M N S 14:2 LaaO 6a n tae• a 11007910 ec ao 10/16111 sec af,>_ 4',2 1.726 68.063 BS. 111 876 =:< gF�.gvL.+r'AYv�.370$22)-5 7 `f1M4i>!fj<:::_'s`y;C 4M :7!A IL� �R °rK9 3.0 14-14 Shxl 323e6 66, e6.H,8 2 3 39. AW SlWV 8 W=O4 o1p,tA7 pR st'C Y x �` 4'i 34 0 1.830 13. 0 .. 7 3' 14" 27" 38 46' 56" 68" 76" ,4}4 SaW 31AS SUL3 173. 4007b MAX SIZF, �6e6611166 Ir r=27 ,}a 1 n'• a Ik�;�;4r - 4 t ''a'�. its 1', SW 32788 69 88938 1 4.0 .bee PIt00t=RAVL96D ts'x 14 090 ° 4 27' 38<t 46 u X56 68",78' 88""� tae 8.dshut 33.tee 10,0 LIM 35.340 81 07.000 1116.3 3 142888 wtd►,e 11m - 1heFi�ozw�r OMs.B PSe mow°°°��t?�' 'Zoo. ;z B u u u u 5 try u"' u' i"1 , 1• ^ "tt'�C., 8:+'-' IJfl': 1'r.xp-'`,7_ _ :7 hz.,, L• , 8 23218 4 1 66.406 000 100. 13. b2. A -49.3 PSF y O dI¢ 4., a':a 1,s. rs d _ .yF. +'af:4'�=:.4 _._._. ., 3168981.283 B8 16.613 144,280 n u 0 n " 1. °. n 9' 3 14" 27" 38 46 56 . 68 78" 88 .a.. 100 t+mL= 23900 4 600 66000 tto.ao z. esl �j /0 ] Sew 26 L003 , a PT4,daC1 V"J:.' {71.1 %e u `-�i,,:7r ��. Q,1.<,3,{ '; 4 n¢'i l' 4k 11x7:; Q 'i HiQ `:.t�Lil'Y«: .:"S T °' "•- 4 ;!¢y'Sti'Y ) y.50 il'14 {{ 14 J3$4 t 7456 7 f�(7 ^;7Y F# k,�a 9$t .,:r• �. t'.A',1.,�'1 s�r +• z"-�,. wo 6M" 808 61938 69.838 ii7. 4s. �3 1 :CUs 1 , u a u n reo am 48.000 ea 90=00 171.700 t .400 1 - w'�q STATE OF v� 10 3 14 27 38" 40 56 68 78 88 100 112" 6ARDt A1IT Gr a ..,'n h vd 1 r,•n'r'u:;��.:. r,.a'a. ."4•. ar 'a,.:r•1'.. 1,:>. Ir',';., ' 1. •�3;,<-r k,�:,:'y'd'^r-'n;�, ,s.z sn`�a1 xue em°� 118213 147.4ea DJPACT nkla$ r.2 1 112.700 TX-A-00160.,8 eBouttct Asv)sDn R E °nouns+ h� a°O i 11 3 114" 27" 38 416 556" (6;8' 7pW 888" 100" 11/0x' 1 12.4" &.* h,t � is`� ;67000 438 i3oa 166 �� FL WA Beed 3�4. 7 000 689,49.37b 13&760159.126wweotOBes Ne 1 12' 3" 14" 27 38" 46" 56 68" 78" 88" 100 110' 122' 138" 16 .624 et2 6a= i 6 pp=- h y btt �,( 16`8 Lang 24 7.600 70000 03.000 1e: 1364 187.700 Vh�i'gaf.'s).e: t`L F�$. . �: 6'x0 8 2 42 17 Oi 702 136bbe;++ 81.376 a4aB 67924 70.812 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 10Q" 114" 122" 134" 148" 10''0 608 71 ea /16x°013°°001021 163 CA28780E WAR 70+900-SALM Mr- 27103 VVVAW0sm4 l •• r' g' " n i 1 a Bea° 617 7 .006 1t 82.676 MODEL 880 316R1TAl7B(PA OA 1000,8000 *� ( s c> 1$/ 767 0 W293= 89 , t 791. 1 - �• f `"'17'�t'. zFf;},. •'3�'F:. a 1. t+i.471.•.en MOM�, .. S.,.nr - 'b"`�)-`4='- � $= •tiP qj• `QMH - '!u4' '� �� /s;te °3.000 7 .817 440.673 1017 MODEL 886 OAIC 8Ub1lDT[21 OA)IOOD,8000 . '" SHORT,tANO,FLIISA,ANIS OAK 811MMIT PANRIS38" 46" 56" 68" 78" 88" 100" 914'122"134" 146" 160" '0 -sawes• 18x2 '3ea 1ce' 0MOM 1»00101.000,fit.t0o '� ttJ 8UE 0}p7J05 0951-169 ALL TRACK ATTACHMENT SPACING+/ f ALLOWED WITH SiP NO.2 OR BETTER ONLY 0a t 8 tHG�6Y ME DAt O)/N/OS iRC-9516 169-26 aw3O.3 n G�3lj MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590. F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) wyyw.miamidadg.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the.applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one.DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 . through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, 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. 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,;r Der 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 NOAW I4-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-02-18.03 MIAMI DADS couNnt ��f & .� 1, -�, .��, Expiration Date: May 26,2021)1 Approval Date:April.14 2016 Page 1 ci f PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No.. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/144, prepared by manufacturer,signed and sealed by Anthony 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5t11 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS L None. �•77 t, :-�p;1 11 Ma" a ez,P.E. duct cont oI aminer NOA N 0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'b Edition (2414), dated February 15, 2016, issued by manufacturer, signed and sealed by. Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12115 and expiring on 05/26/16. ManueI ,P.E. , � n Product Contr l E miner NOANo. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 GENERAL NOTES: SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE � x MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE ._._.... +gee EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..-------- •� o MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ELEVATIONS..._........_...........»_....1 yap FIGURE I: MULL TO 2X W00D.._»»............•2 oy iew 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY_....._...•2 MULTIPLE I--OPENING N7DTH FOR VERTICAL MULL ARCHES TO BE BEEN TESTED AS°FREE-FLOATING°AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS.BUT SHALL INSTALLATION NOTES.....___._.•2 � MULLIONS I / —•� g�D�Ang INSCRIBED INSIDE MULL TO MASONRY....»-.__........3 G,H: SECCTTAENGU AR NOT HAVE A GAP OF MORE THAN 114°FROM THE CUP. MULL TO STEEL STUD_».-.--_--3 N SHEETS 2.3 3)THE ANCHORAGE METHODS SHOWN 14AVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL To MULL___._...___..__3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180,THE 113 STRESS INCREASE WAS NOT USED ANCHORRNATATCS__.._........-___._3 Z �g U) IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAYALTMULL INS ALLATI.._....—__4 Q F BAY MULL INSTALLATION....__. b IL IX 2 X.125 MULL SPECS___ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL LL SPE.__.__.e _ 1XZ76X.37SMULLSPECS._...__7 c INSTRUCTIONS. ' 1 X 2.78 X.88 MULL SPECS-----S .Z 0 7 X 3.126 X.500 MULL SPECS-__.9 W Q spg9EraLs t I 1 111 I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND OD 1 X 4 X.126 MULL SPECS._..»..••..10 F t9 ^�_ THRu SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER t X 4 X.376 TUBE MULL SPECS_..11 Ers 2 3 I __ 1 A THRu a: ONLY TWQ ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.376 T MULL SPECS_--11 / »» SHEETS 2.3 W PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.156 X.286 MULL SPECS»12 `sem 126 X325 X.100 MULL SPECS--13 Z W� HFI O)WHEN FINDING YOUR SIZE IN THE MULLION TABLES.ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). t.z5 x3.zs x.e2a MULLSPECS.._74 MULLOR 125X 3.94X A24 MULL SPECS.-AS � LENGTH HORIZONTAL .2 X 4 X 26 MULL SPECS...._._.._._16 � Q Z MOLL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X26 MULL SPECS._._-.__.tT SEE DETAIL E. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 128 X 2.11 X.126 MULL SPECS_-18 _ SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30°X3.26 BAY MULL SPECS——119 ~ )» Q � O REACTIONS. 46°X3.28 BAY MULL SPECS_-20 O Z C O f ; . MULLION&CLIP DIMENSIONS_._21.23 I--' � FENESTRATION 8) ----) REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS EXAMPLES 1&2.._......_.___.._._.24 N _ LOADING EXAMPLES._....._»._._.25 fA _ PRODUCTS MAY J BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W Y Y MUST 5 MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLYTO BE USED WITH W ( i�'ilir BY POT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. ¢ (7 rN p - 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. .5 Aw A' JSEE D•cTA1L3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL H MULL SHEETS23 WIDTHIHEIGHT OF EACH IN DIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL_•� LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING USING THE ASCE-7 STANDARD. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: - I--HORIZ.MULL LENQiH---i 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL OPENING WIDTH '1 3j LENGTH I REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR°OR'fRIANOULARlfRAPF201DAL°. ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED oPEwNa 4}FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS7Ff')FROM TABLES 1A THROUGH 16A, as eampiyigg with rile FlorNm HEIGHT THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE sN_ \\% ldiCode I �, vERT. MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/M FOR THE OPENING OBTAINED IN I Da.1 2MULL HORIL04 HEI LEN MULL MULL STEP 1). m 5J FROM THE SAME TABLE USED IN STEP 4)ABOVE,FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(4.gS).THIS VAWE 11•DductL L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN TI4E FULL MULLION CAPACITY.oPrNNGWIDTH 6)FROM THE ANCHOR CAPACITY(LHS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��` NY LYNN n9j7j77i� SINGLE MULLION SINGLE MULLION FORVERTICALMULL 0,..•••••••.,� oPEwrlo vnDm ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT REQUIRED ANCHOR ,�6,\,.�10ENSE'•�Fp �FORVERTICALWLL CAPACITY IS MET. Q MULTIPLE MULLIONS '• ,</7n "1 SEECORREBPONDWGDETAILS 7)IF THE MULLION CAPACITY(LBSIF72)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSlFT')FOR THE No.56705 _ FROM FIGURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA°70 OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ;-0'p VT 6STANDARDS USED: 8)VERIFY TH£DESIGN PRESSURE RATING(LBS/FPj FOR THE FENESTRATION PRODUCTTO BE USED AND'COMPARE WITH THE FINAL MULLION : � F -2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY 1LBS/FI')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION TC''-.;"COR10P•• Cy •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSP�JiBLY. �l."S�91pj�(p 1'� `\ *ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. A.('YNN Mµ1'1 41'P'E. •AISI-5100-07/82-2010 - FL PEEL'04558705 0 DETAIL B: MULLION e CHOR DETAILA: MULLION PERS BSI MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X OTRP PER SEE TABLES oY OR WOODFFYAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEETABLESIB188 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) QY OTHERS• N 8EE NOTE 1, 16 m SHEET 1. 1 MULLION I - :...: ,.•.1•.r N N W MIN 2,7 KSI •...•. EDGE SEE SHEET b 1 1 CONCRETE OR CMU'• DISTANCE. W .1-23 FOR HOLE -4 1 I' I ISEE SEE TABLES S EITHERTHE a I I I L08ATIONS a I' 1 J 18.188 0! rn STANDARD OR I c I ° EDGE DISTANCE OFFSET MULL ° EDGE ° I FOR MASONRY D.1 Q p O CL�MAVBE DISTANCE / ® ANCHORS co M3TALLED BY1 I I J FOR WOOD / °° 1 1 I - SIDE VIEW Z 4 1 SCREWS L TH19 METHOD. MAX FOR 4 . d: ALL ALL MULLIONS -- '4 STANDARD O U m . d OFFSET MULL da CLIP MAY BE 4EXTERIOR 1Ton. = z 4 4 .. h Z p u,. a° 4 DIsrAFOR 4NCE ° m Z � � o MASONRY H I-•. d�0< .,I L-- THE OFFSET CLS'IS ANCHORS tl7 „/� a RECOMMENDED FOR N FRAMED EXTERIOR ° ALT..EusEo rron 4 �D' F FRAME TYPES. V Z ,Q O O a. Z Aso a mmly f_= TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE. TYP ANCHOR PER SUBSTRATE, SEE TABLES 1B-18B L SEETA3LESIB•18B PERSUBSTRATE. EDGEMND BUCKSTRIP E TABLES 18.188 SE DISTANCE AND • 21 SEE TABLES . .. ATTACHMENT 10-188 TT SEEBY NOTE. 1 EMBEDMENT BUCKANpSTRIP EMBEDMENT•..) '•' n'!••• 8HEET 11• • BY OTHERS. s . " SEE NOTE 7, � •" SHEET 1. MIN 2.7 KSI CONCRETE OR CNN FRONT VIEW PROQU� nutft SIDE VIEW Build gCodac Acccptmm No �•�� FRONT VIEW C Unit nlc 2p21 INSTALLATION NOTES: MI Miami dal to" 1111 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. LYNN 4,j,,��ij� 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �tt.•'�ICENS� '•.F'P ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE : CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE •' No.58705 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ,'i7 GJ (6 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3, g FOP j 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. ��/S`S�ONA�-• LX11 A.LS NNrM)LLEIY,N.E. FL P.E.#58705 DETAIL E: ® n Ir--12a"NUN. MULLIONT MMULLION DETAIL C: TTT�� INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TOMULLIONI (U-CLIP) MAY BE ED IN^rEE•OR•cRoss• o IN MASONRY STRUCTURE INTERSECTIONS.IONs. n (STANDARD CUP SHOWN) vaares 2)MAYBE INSTALLED HORIZONTALLY � i (SHOWN)OR VERTICALLY. TYP-ANCHOR 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 rs km EDHER,tNE I I PER SUBSTRATE. L FOR CORRESPONDING MULLION. V) M a tj of s�rMu�iR I sEETABLEste-tae TOP VIEW Z r, CLIP MAY SE I I I°�° EDOE DISTANCEFORMULLION O W TSH S METHOD. I II I ANCHORSSONRY VARIE8-1--� #12 STEEL SCREWS, Q. U) I 1 SELF-DRILLING OR PREDRILL O \` MULLION AND USE SMS W to a In z J ° MULLION � Z � EXTERIOR 4 ° q: RTHECEOMmE EDGE DISTANCE g• I414FKJKK'.." FOR MASONRY FlN•FRAM¢D LIN7ERSECTION Z ANCHORS AL8,BUT MAY U-CLtp S OBEUSEDFOR EXTERIOR a Z " d: 8: - OTHER FRAME TYPES. F Q ` O Z{ z TYP.ANCHOR ° F: o Z PERSUBSTRATE. ° d - SEETABLES1B.13B BEE SHEETS LOCATIONS w / TYP.AN STR HOLE LOCATtON3 Tn cfl3 / I. BUCKSTRIP SEEEE SUBSTRATE, ie13B FRONTVIEW DISTANCE F N rYn AND to ATTACHMENT SEE TABLES .. BY OTHERS. 10•138 Q ? Z O O SEE NOTE I, •'r:., •. D_ �•O N EMB MEN'T `SHEET 1. - EWE DISTANCE SEE SEE TABLES SIDE VIEW — � MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 K31 CONCRETE OR CMU 1B•1313 DETAIL D: FRONT VIEW SIDE VIEW MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE. ` SEE TABLES IB-130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� PRODUCT REVISED SEE SHEETS ® ns camplying tv11h 01e Plmtdra ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE HOLE Building Coda IG-aws CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE LOCATIONS Acceptance No �Z) FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �� Fx Wit �e MuwoN 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. BY ® Mf Dodo LL 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. / 5}FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED EDGE `�� Hyl LYNN/,�� ELCOULTRACONORELCOIl4"S.S.AGGREGATORMASONRYANCHORS. FOR STEEL STUDS THINNER THAN SEE ; �,t,0,.•10ENSC•'•('I' FRONT VIEW to GAANDCOWuANTVMHTHEFLBUuoIND_ CODE,A2XWOOD BACKER MUST USED. = Qf ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW r. C NOTES• :p1.1401 :' U p � r 4I 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD : k' _ ANCHOR VALUES MAY BE USED. '.�� '••.FIORWP•'• G'�� =n - 2)SEE CORRESPONDING MULLION TABLES- ,. /e�YnIMNMl4.�LE�P.E f; SHEETS 5.20,FOR QUANTITY OF SCREWS, FL P.E.#68705 ST. r-71 ®�N A DETAIL F: DETAIL G: DETAIL H: � X FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION c (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) E4 a 30'OR 4S' iL SEE DETAILS A£, BAY MULL SHEETS AND 3 FOR INSTALLATION N TO SPECIFIC SUBSTRATES. - - '3 m F MULLION (n O O O O O 0 0 Lu 00 00 O O 1 TOP VIEW W rJ ca a U) O 77 SIDE VIEW TOP VIEW I i Fes- z W SHOWN WITH VX 4'X.125' I --I MULLION I I I I TYP.ANCHOR PER SUBSTRATE./— a L,• 1 I 1 / SEE TABLES 15B OR 156 Z EXTERIOR OI 1 � b TV.ANCHOR I I i EXTERIOR z r v PER SUBSTRATE, I I STANDARD MULLION CUP I I � � F- SEE TABLES 18.140 III I I MODIFIED TO FR FIELD 1 I I Z Z Q m O CONDITIONS. i I 43� 1 2PERMULLIONEN N I I I 2 PER MULLION END,MUST BE Q O I I I I INSTALLED INSIDE OF BAY MULL. � R Z I 1 I i m I c MULLION I II j 1 W S2 S2 CD I II F II I I I 2'X5•%.126' 10 ANGLE CUP, END, O I 6L` I I MUST BE-STALLED mO I Ib I INSIOEOF MULL. - � I t I I I TYP,ANCHOR PER SUBSTRATE, SFE TABLES 18-145 IMO WOOD. STEEL,ALUM • INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXW.IOR ALUM,CMU OR MASONRY MODIFIED M•FIELD. !�� ®� EMERIOR g0 j6H R "" l `�� .w,rAyIng with IhO FlCridn OTBuildingpiml-de ® I ® INTOWOOD,STEEL, B6pirviian DnTC T/lyp�,v2� ra DGE O - - ® I ® ANCE B ER Miami hoduCC CHOR EDGENOTES FOR INSTALLATION OPTION G&H:DISTANCE PER ANCHOR m 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: ' -_ 2)DETAIL G:SEE TABLES 18.148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ;t;; IJD,5fl705 -- _ 1)DETAIL 1S NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11"X.125"MULLION. LOCATIONS. ) I-SABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE7ABLES 156 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 2 S .."` N 'O •;'l,U` _ LOCATIONS. R rR 3)TFX5 CUP 1S NOT SUITABLE FOR THIS APPLICATION. 'ii'•c`CS (LO `�OP(Gr�G'•,� E. FL PP EE Int 68705 a� j� TABLE 1A �� Mul"onCepacltv Table fibsel Opening Wld9i(forverlicepyapamhgm�ons)orOpening Hetght{torhorlmrfa0yaparrdrgmutllore) tool. teom o 60 N BON 701. 60In 901n 1001. 12D in e TiaptTdanB. Raoul r Leg". ReotanlNlar Tmprrdnn& pQ 4888 i837 Reatan(Niar T1ep/rdan9• Iaealelm9War TreplTilatg. Renlmmgeiar neprMamg. Reatenpaier Trep?denp. Raoleneular TrepRdeng• Loadim at Tdd�. loedN9 Loedmg Inedng Lead+m0 Loading by !, 1x2x.126 LO6dn0 Lmdn9 Loadn9 Loading Loadng: Loadng Loadbmg Lov&o Loadng Lnedn9, &' Alum.Tube �^ _ _ _ S Cl) 04 Mullion � � � �8� Z $ m t� W 421. 1119 408 128.6 S12 85.2 408 116.6 325 iB.9 408 107.9 321 88.8 408 104.4 518 621 408 104.0 319 IM 408 104.0 319 48.8 4118 704.0 319 39.9 408 104.9 519 58.0 402 104.0 319 = _ 48N 74.9 312 879 208 824 512 73.4 252 63.6 512 87.0 248 48.8 312 832 248 41.8 312 81A 244 312 81.0 244 312 342 81.0 244 2&8 312 81.0 244 23.4 512 81.0 244 R Q. 60.8261. 83.8 281 70.8 234 65.2 29l 81.8 228 45.6 281 86.7 224 38.8 281 521 271 38.8 281 50.1 220 51.8 281 4&5 218 289 281 49.3 219 228 291 48.3 219 2&0 267 49.3 219 m M 0 841. 828 247 87.8 207 43.8 247 48.8 202 37.6 247 44.8 789 32.11 24T 41.6 198 292 247 39.4 184 28.3 247 32.4 183 21.8 247 3&1 183 18.8 247 30.1 193 1&4 247 3&1 1(13 1fl J s0 b 38.4 200 413 170 320 200 55.4 188 27.4 200 31.6 783 24.0 200 28.8 180 21.3 200 27.1 169 192 200 25.9 167 18.0 200 25.0 1611 Z 631. 33.t tet 16.3 16S 27.6 121 30.3 162 23.7 181 28.9 149 20.7 181 24.6 146 16.4 161 22.8 144 18.8 181 21.T 143 88N 28.8 186 3&8 142 24.0 186 26.1 139 20.6 165 M U, $$ I IL i� Z T2tn 222 139 23.3 129 18.6 139 19.8 118 16.11 139 17.6 118 ,d. 78In 1H9 J .- 125 19.7 109 16.7 126 S. 107 r T8 b 179 118 782 104 I � �TABLE 18 ANCHOR CAPACITY ADJUSTMENT FORMULA:AnahorCe act Table be DPS)X/ANCHORCAP.""°""'�aANCHORCAP._ Smdielrets 27k Camrela 3.bk conn. Hogow CMU F9ted CMII PT Wood Motet ( MULLION CAP.,,m,,,,,aa W X 61IT Mob tf4•S8 Eko 5/IV Eloo 114'SS Ebo 010 Siaet 012 Sled 912 Sled04 AWN W. y18'Eta Ullman 114•Ela*Un:a UWa4oim Me.Eko UtLr%m 1/4•Eloo IlOream A>re talar t/nrecan AgpreOator screw(05)Sa (. so"105) USE THIS FORMULA TO OBTAINPO DIN TO A U X Q10 Anchor C8p PattemH Edge aslerroe MK r z•1lr r 2.1fr a•u6• r 2-1rC r 2-1r2• r 3.719' r o.4e• 0.64• oaza• PURL PACITYRESSURE REQUIRED' FOR THE a r Z 0 Embedment ' i-yb' 1•y4• 1.3f4• 1•y4• T t-1/4' 9-114' 1•Vd' 1.1/4• 1•v4• 1414• Y 1.118' 73/H• �nea OPENING,WHEN IT IS LOWER THAN THE MULLION D. 2 Anahore®4.75•Min.O.C.t Stentl�d orO3ae1 alp(Ftp.t}: 380 91s 3901b5 460 Ore tIB01Da 1844Iba 270 91s 2B61ba 354 6s 740 Wa 3741ha 889 ws 9ae Iba 541 m 44214 CAPACITY(FROM THE TABLE)OF THE SELECTED a Anon-®7.76•M n O.C.f slanoRd cmo6seq cop tpb•z7 480 w 70o ms wA wA wA wA Seo wa wA wA wa wA wA fi2z ma 885 ros 1126 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhae®3'Mtn.O.C.!(2]2rbAnple C9pa I(Ftp.3k Teo me 780 ros 880 ma 1680199 1¢96 ros 549 ma 8�IDs wA 760 ms Toe Im eco I9B 7e9215s see ma 8851 W 7129 ma CAPACITY WHICH MAY BE USED TO QUALIFY 2 Anohom®0.46'dam.O.C.f LIZ..Wo.126•X..11.41• WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 7161Ds ADDITIONAL ANCHOR OPTIONS FROM THE 1 Anatmrl F-CHP(Fig.57 1859ms 195 Ws 228 Wa a4s Wa 872Iba tis Wa 140Ibs 1771Ds 370 ms 167 tla 33216s 47S @a 1T0)ba 221 IDs 280 ANCHOR CAPACITY TABLE. 2Anohas®1.15 MN.O.CI Rasp(Fip.B}: 2481ba 35016a WA wA wA WA 190 Wa WA WA WA WA WA 341 Ne 44210s 6801ba NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: IGURE 2: TABLE NOTES: PRODUCT REVISED S ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as rnmplyingwlth the FIOri101 1.000' Building Coda , ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - "I EX I No 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Miami a PTOdOCI HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2. m m FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 126, ` 0N(�YiJNll9/�1F�i�� ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �.Ati ,•�OgNSF CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL BE PRESSURE-TREATED - F . ?:• �' .it %_ FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE W ITH AN SG OF O.fi5.ALUMINUM SHALL BE 6983-T5 AND BE A MINIMUM OF TO =�� 8705 THICK.STEEL STUDS 70 BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X Y X.126'MULLION No. G LEAST THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND. ' r�,.: THE MATE RIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. i LU r �9 ••. A.LYNM RIf 44 R,k'.E. FL P.E.#58705 u �� TABLE 2A MuUtonCa ac Table slfta c!'� Opening Wldth(forverUcwl-s ami ntfilotw)orOpening Height(forhod2onI9Uy-BPamlrgmuMons) 14oN ISO I. as' G BON 60 in 70 In 80111 BO N IOD In 520 N p n Dt� Reorenpumr Tmp7rmn9. Reclemaar Treyl4ena, R� TLo n�. RLe�e� Tree fl�na Tm`OMM Rant TL R oiutot Trep RL er Tree. Rml reiar TreL re y12' u 1 x 2 x.3TS � Loedl� Lomana Loadin _ MufUon �. �. � � � >� �. � 'qLc �• iQ � � � $ z � m d2N 170.0 820 17x0 436 181.7 682 170.0 478 128.7- 882 1780 608 113.6 Sm 169.5518- 1088 BB2 1�.8 617 BO.B 882 1688 617 78.7 862 1888 617 84.8 862 188H 847 88.7 6B2 18AB 617 4aN 121.8 807 1380 418 101.4 607 118.2 410 88.8 607 1087 403 780 507 1028 399 67.8 S07 99.8 387 eae 607 88.0 3B8 50.7 607 99.0 398 414 807 99.0 398 380 607 98.0 398 60.62614 103.7 4S8 Y74.8 378 B84 458 88.8 3T1 741 456 985 369 84m 8 458 SU 360 67.8 466 BL3 367 81.8 458 60.0 368 432 459 80.0 388 -37.0 488 80.0 358 324 458 50.0 368 -3 Q SiN 85,4 400 93.3 338 71.2 400 80.8 328 61.0 400 727 322 53.4 400 87.3 35S d7.8 400- 84.0 31S 427 40D 623 314 '9A8 400 87.8 313 30.6 400 81.8 313 26.7 4pD 81.8 313 to J 8278 61.8 324 67.5 270 446. 324 512 284 36.8 324 4A8 260 346 324 419 257 31.1 324 420 285 280 324 40.5 253 22.2 324 486 253 186 324 40.6 263 J 80 3NN 6.3.8 284 51.823 324 88.84 262 448 284 482 248 3A4 284 A18 241 018 284 38.8 231 28.8 284 37.1 234 2A8 284 38.2 232 224 284 33.8 230 182 284 33.4 230 18.8 294 33.4 230 68N 488 288 49.8 230 3a0 286 424 22S 33.4 269 37.5 221 28.2 268 341 218' 280 288 31.8 218 23.4 286 28.6 212 198 268 28.0 210 1A7 268 27.7 209 14.6 288 27.7 208 ? LU 72N 3Ao 226 37.9 196 30.0 226 322 181 2A7 226 28.4 186 726 ?2 2A8 188 280 225 23.6 182 18.0 226 221 180 1A0 228 20.3 177 128 226 18.8 176 Y1.3 a6 18.8 1T8 Z 78N 30.8 202 320 177 25.6 202 27.2 173 2L8 202 23.8 1 470 1 19.2 I 202 1 21.8 1 187 1 17.0 202.- 19.7 i8S 15.3 202 184 183 128 202 187 180 189 202 18.8 158 8.8 202 188 166 Q { r 78N 283 182 29.8 188 23.8 182 25.1 186 20.2 182 27.0 162 177 182 18T 558 1A7 1B2 1At 1ST 142 182 18.fi 1725 11.8 182 16.2 162 10.1 182 144 160 8.8 182 74.2 150 Q N O 80N 186 144 18.0 128 1A4 144 18.1 128 Z Y 88 N 16.2 127 188 153 TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: W X AnchorCe act Table the ANCHOR CAP'"®14°e ANCHOR CAP.- U X Q Subetrel0: 2.7k Conorela 3.5k Cato. Ho9oN CMU GMU P7 Wood Matel (DP-)X MULLION 5118'Elw 114•SS Etc*&/6•EW 44'88 Elco 810 9(881 912 Steel 85281881 Awha T7Pe: 3116'Elw UN-0 lie Et.Ulueoon Unreeon 118•Elw 19xacon 114'E100 OUtecal AOgreoeta lBUeaon AOWe(iata SOm7(G5)SmeW(G5) Salew(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR O Anchor Clip Pattema CAPACITY REQUIRED-CORRESPONDING 70 AN 0 A Edge Distance OnY r etre r 2.5/r a•tla• 1• 2.112• 1• 2-7rr r 3•Ne• r 0.48• a.5a^ 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedment On): 1.314• 1-3'4• 1.374^ 7314' r 1.1V JAW 1.114• 1-44' 1-1M 1-va• r 1.378' I•&S• HBe OPENWG,WHEN RIS LOWER THAN THE MULLION 2 Anchors®4.76'Min.O.C./81eMard of Offset Ctlp 1F19.1F 390 a>, 390 me 450 ma seo ms 1944 ibe 270 W zea roe 35a 11re 740 me 374 ibe baa ms 0481be 341 ms 4421b3 ms CAPACITY(FROM THE TABLE)OF THE SELECTED q A Abhor®1.15^MI4.O.C.!I Stund4(orO9seq dlp(F8.2}; 4BO Ibe TOO Ot9 WA WA NIA WA 380 We WA WA WA WA - 1120 MULLION.IT WILL YIELD A MINIMUM ANCHOR a Awbaa 3•Min.O.C.I(212r6An91e Cape 7(Fl0.3Y 760 fbe Teo ms B80 u» 1660 ws tees 9K 640 m1 660 me WA 76o the wa lm am the 1892 ere 88z roe s66 Ne 1120lbs CAPACITY WHICH MAY BE USED TO QUALIFY 2 Anohaa 0.45'Min.O.C.1 Ui2IP,Wo.725•Almon.0'q.47 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 7181bs ADDITIONAL ANCHOR OPTIONS FROM THE 1 Awhor t RCGP(FW.6y 196 ma 195 ma 226Iba 445 Ne 822IIm 135 ere 140 Iba 1771bS 3701m- 587 Ns 532 Ns 479168 170 ma 221 Ns 200 ANCHOR CAPACITY TABLE. 2 Anclue 1.76•Mtn.O.C7 F121P(R9•ftj 240 Ale 39]Wa WA WA NIA WA 100 It. WA NtA WA WA WA 347 442 tba SBO los NOTE:FORT OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED as complying with dm F11xite FIGURE 1: FIGURE 2: TABLE NOTES: Building Code ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION CN LOADING. 1 0�, Acceptance No TF;�� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Expilnlion Pate 1 2)LINEAR INTERPOLATION BETWEENMULLLENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. MiemI Product FIGURE 3: III 3)MULLION AND MULLION CLIPS SHOWN ARENOT TO SCALE.FOR DIMENSIONS,SEE SHEETS 21.23. 2,000• T • _ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `�"ON(LYNN qq�7rij� ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t� << 375" ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GRT -T it No.58705 _ CONCRETE BLOCK UNIT(CMU)SHALLCONFORM TO ASTM 680.WOOD SHALL BE PRESSURE-TREATED REATED ` _ M FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE BOTH-T5 AND BE A MINIMUM OF.125' 1"X T X.375"MULLION _ Q --_ THICK STEEL STUDS.TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND S.'f[ THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.0114110 S.S. %�T'•. �� A LYNN MIbhEFl,P.E. -� FL P.E.#58705 f < TABLE 3A ® x Mu18onCe achyTable 8balft7 a Open(ng Width(for ver6oally-spar n ng mt01or1s)or Opaning Helght(tor hodzonie9y sparMtg mti0a11s) 701a - BO In 89 N 1001n 120 N 140 In 1801n 301n BO In an Reotenguter TfWTII rg. ReolenBWor Trep71'den8• p d ~ 1 X 278 X Reolengdar TraWYderg. Reotengder Trepmd-1 Roolengufer Trout m. Re engder Y i� 9. RxIOm War T�� Reat�en8tdv. TreL� RL �B• t aadn0 LaadnB Lowing Loadm UY YY£ U Loadrgl Loadng Loading Loa67g LAadng Loadl>9 .375 Alum.TUbo 'd ED $, _ gg $,_l .TRN _ g, U)* I0 42N 170.0 820 770.0 438 170.0 744 170.8 478 170.0 888 170.0 306 170.0 092 1740 810 170.0 1178 170.0 821 170.0 1240 170.0 827 148.7 1301 5703 621 727.8 1305 170.0 621 111.8 1301 170.0 821 J lO 48 In 170.0 TOB 170.0 62! 170.0 880 170.0 654 170.0 882 170.0 830 770.0 1135 170.0 861 131.8 1139 170.0 677 106.8 1139 I-no sal 113.8 1138 170.6 080 87.8 1139 170.0 �8W 85.1 7439 170.0 880 g �. CO 80.e281n 170A 747 170.0 683 170.0 898 170.0 031 787.6 1032 770 0 884 148.8 7032 170.0 723 1303 1032 170.0 747 117.4 1032 +rah 766 87.9 1032 170.0 788 83.9 1032 170.0 788 T3A 1072 170.0 758 LU tN N 170A 797 1OR 70.0 812 181.3 007 170.0 691 138.2 907 184.7 730 120.8 807 7624 720 107.5 807 145.0 714 883 907 141.1 710 50.8 807 110:0 709 88.1 807 440.0 709 803 807 140.0 709 � HON 111.1 735 +57.8 623 117.6 736 130.3 511 100.8 738 1140 G98 582 736 1082 880 76.4 738 993 883 70.6 735 95.1 878 88.6 738 81.0 674 fi0.! 736 s13 674 44.1 739 81.8 874 J 8341 125.8 888 130.0 570 1013 699 111.5 657 57.0 668 88.8 847 78.2 668 90.1 638 87.7 85s 83.9 631 80.9 665 78.5 825 b0.8 865 76.5 521 43.6 888 70.8 621 30.1 886 78A 621 7 W m 86N 108.0 807 1124 522 08.3 807 88.1 811 78.7 807 85.0 501 68.2 807 77.1 493 36.9 807 713 488 83.0 807 87.8 481 442 807 83A 478 37A 807 827 474 33.1 807 827 474 } • 721n 61.8 810 9s.e 443 8a0 510 73.9 434 88.3 319 64.3 428 51.0 510 87.8 418 4b.4 540 83.3 413 40.8 510 60.0 408 34.0 310 48.9 402 282 810 44.4 398 26.8 310 44.3 3(19 L>ZL 78tH 69.4 4be 72.6 400 67.9 458 91.7 382 48A 458 54.1 385 43.d 4b8 48A -378 38A 458 A4A 373 34.7 i38 41.8 388 28.8 138 37.7 382 243 488 38.0 368 21.7 489 36.7 358 Q } Q a1 0 78 N 842 135 57.0 381 53.6 435 66.8 373 45.9 135 49.8 388 40.1 43S 44.7 350 3b.7 435 40.8 3b5 321 435 3a1 351 28.8 438 34A 314 229 436 32.0 34S 20.1 136 32.2 340 Z ^ N 9091 41.6 327 43.1 200 34.6 327 38.i 283 20A 327 51.8 280 28.1 327 288 278 232 327 25.7 271 20.8 327 23.7 288 17.0 327 21A 282 14.9 327 18.3 286 Q X $te a 081n 34.4 287 38.4 267 28.7 287 28.8 262 24.6 287 28.0 248 21.6 287 23.1 244 18.1 287 20.8 2!0 17.2 287 19.3 237 1L.1 287 18A 232 to 108 n1 2!2 221 24.7 205 202 227 20.5 201 17.3 227 19.0 198 18.1 7 10.0 195 ti Y 4 111 n1 22.3 218 22.7 184 18.8 218 1B.t 181 15.8 218 18A 188 V x Q O O t20N 17.8 184 17.9 187 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 ANO Anchor Ca act Table ba f(ANCHOR CAP.,,,,,,,,, sun*Uete: 2.74 Carcrete 3.Bk Com. HoOow CMu Fined CMU Dr woos Meta] (DP_)X`MULUON CAP.,m,,,,..��ANCHOR CAP.,,,, 6718•Elco ir4•sa eloo 3118•Eloo 1/4'83 Elco Coal 412 8leei B1231ee1 Mwtwrlype: 3liC EIcO U twos tN•Elco UH mm Ullraoon 3tta'Elao t89acon tw`Ebo t00eocn Agpretietor Uaral;. AOBreOafor Sera4a p35)screw(G5) screw(BS) USE THIS FORMULA TO OBTAIN ONDI-ANCHOR Anchor Clip Pattema CAPACITY REQUIRED'CORRESPONDING H AN Edge Ofetametinl: 1• z-vr r zarr 3•ve• r z-1rr +• a•1rr r b7r8' r o.1a• 0.54` 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE E4n0ednenl(In): taw• 1.374° tato• few• r 1•v4• 1•v4• f•v4• 1-v4• t•va• t-v4• r 1.3+5' Isis• �dBB OPENING,WHEN IT IS LOWER THAN THE MULLION 2 mm�om®4.75'MM.O.C.I atanasr4«oriel arD p1g•1>: 380.5n ago 450 @a e�1ba 1841 @s 2r0 ins 2e01b* 354 @* Tao @* 37416s Bea Im M @a 341 o>a 442 gw 560IW CAPACITY'FROM THE TABLE OF THE SELECTED 4 Ammm 0)1.16'MN.O.C./eleMerd(orO"eO CeD(Fq.2): 4809s 7089ts WA MIA WA MIA360 uu WA wA wA wA WA sae Ins BB61ns 11m @s MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amlpre®3•Min.O,C.I(212x5 Angle CJ<Ps 10k-37 780•@s 780 @* 880 @s 1560Ibs 1898 @s 540 @e 5800e WA 780 @.* 746IOs 8B0Iba t892 Bq bet Rq 9&R IDs 112014 CAPACITY WHICH MAY BE USED TO QUALIFY 2 Amhaa®O.d6•Mh O.C.l t1-CIIP,t9to.12b•Num.SFlO.4Y - WA WA WA WA. WA WA WA WA WA WA WA Wp NTA 710 iM ADDITIONAL ANCHOR OPTIONS FROM THE t Amina D-000(Fq.S). 105IDs 195@* 225 @a M5 @a 622 Aw 135 @s 140 @s 177 Ore 370 @e 107 IOe 3321ba 473 @s 77004 x211co 280 @8 ANCHOR CAPACITY TABLE. 2 Amm1a®1.15•MN.O.CI F4XIP(Fig-81: 24 @s 350 @s WA WA WA WA 100Ib* WA WA WA WA WA 341 RA 4421ns .660 @* NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C>CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. pR..plylDUCRBVI3BD `.J a*cwnp)rna,vim Lire TlortAl BnildmBCoao fo_vxl . Acceplancc No 1 FIGURE I: FIGURE 2: TABLE NOTES: -•1 1.000' r 8xp1ral4on Date �OZ) • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dy I product Coatrd SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. , 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. , flee FIGURE 3: - 2.750' ��t.•'vtGENSF'•.e 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS;SEE SHEETS 21-23. Q • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 3HEET321-23. ''.7"t FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. y'r•�/� hlo.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACL 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BEPRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' 1 �(��•,• 57 'E�F • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1:X 2.76'X.376'MULLION •� �. •. LORID.. C7 LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND e,Qsln••••"'C`\\� THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S.OR 410 S.S. /�!4Yr RR� r4rR�P.E. FL58705 EVIL ® NA Y N TABLE 4Ax k17 MuU[onC9 PROIN Ib1fAt2 qOpenIng Wldth(forvwgca*spamlrgmUUon9)orOpeningHetght(torhori7AntaUYspardngnuflons) 14oln 1601C SON 601 701 801 - eo1 1001 1x01 t Raowntt TreDlydmm• RaatenOdar 7feWrdenB• idoogulw18PITTOT0. RBOIatCtdaz TtepRdatg. ReotangWar TiaMtien9. Reol�uier TrepRdettg. Raolmt0siaz Troplyderre. b'x ReclenB+ler Trap?timr9. Reoletgdsr TrepMang. Lowing Loafing Loed1B LOadtnA Loadbg Loadm9 Loafing Loadn9 Loafing 6 1 x 276 x Lofldlg Loafing Loafing Loafing LoadnB LoadnO Loafing Lmdng loadm0 .660 Alum. Tube 00 C0 Mufflon 1 170.0 820 170.0 435 170.0 744 170.0 4TB 170.0 BBB 170.0 608 170.0 982 170.0 810 170.0 1118 170.0 621 170.0 1240 170.0 521 110.0 1488 170.0 521 158.4 1820 170.0 621 130.8 1620 170.0 621 W 481 170.0 708 170.0 524 170.0 850 170.0 681 170.0 802 170.0 830 170.0 1133 170.0 861 470.0 1276 170.0 617 170.0 1417 170.0 NO 141.7 1417 170.0 080 1215 1417 170.0 880 106.3 1477 170.0A2 880 60,8281 170.0 747 170.0 583 170.0 888 170.0 831 770.0 1048 170.0 884 170.0 1185 170.0 723 1828 1280 170,0 747 148.3 1280 170.0 756 121.9 1288 170.0 768 1045 1288 170.0 768 91.4 1288 170.0 788 �,t O 841 170.0 797 170.0 012 170A 068 170.0 891 170.0 1118 170.0 751 150.7 130 170.0 803 133A 1130 770.0 037 120.6 1130 170,0 868 t00S 1730 170.0 881 66.1 1130 170.0 881 76.3 1130 170.0 881 = W N 801 -070.0 885 170.0 701 148.5 816 1623 781 125.6 915 144.5 746 108.9 915 1323 735 97.8 816 123.9 728 87.0 916 118.5 720 732 916 114.4 716 82.8 gib 114.4 718 54.9 816 114.4 715 (?�j 831 164.8 830 181.9 710 128.5 030 130.9 894 108.8 830 123,2 881 94.8 830 7122 870 84.4 830 104A 882 76.9 870 90.4 058 83.3 830 84.8 849 542 830 04.1 849 47.4 830 94.1 649 Z 881 1321 787 140.0 860 110.0 757 119.8 836 94.3 767 105.8 824 826 767 98.1 814 73.4 787 00.1 808 88A 7S7 84.2 800 65.0 767 70.0 693 472 767 78.2 891 41.3 767 782 Sgt � � e � J gggj 721 101.7 838 1065 652 84.8 838 81A 540 727 838 60.1 830 83.8 838 722 821 685 838 BBS S14 80.9 838 823 508 424 838 b7.2 6� 30.3 830 55.3 497 31.8 830 56.2 407 � _ e•- � ,3 781 865 871 00.4 406 721 671 785 488 0. 571 BT.4 d19 64.1 671 80.8 471 48,0 071 865 484 43.2 bit 'Sf5 469 SBA 571 47.0 451 30.0 871 d4.8 447 27.0 fi71 M.B 448 x TB N 80.0 842 83.4 474 88.7 542 70.8 485 57.1 b42 82.1 4S8 W.0 842 65.7 449 44.4 542 81.0 442 40.0 642 47.6 437 33.3 642 429 428 26.6 642 40.6 425 25.0 842 40.1 423 tp Z Xo'`o 901 821 407 63.7 381 43,4 407 46.4 358 372 407 30.8 349 326 407 36.3 343 28A 407 321 338 wi 407 2&8 334 21.7 40728.1 327 18.6 407 24.1 322 185 407 23.0 319 961 420 358 44.1 320 35.8 358 372 -31{ 30.1 358 324 309 28.8 358 20.8 304 23.8 am3w 21.6 358 24.0 268 17A 958 21.0 280 18.3 3S8 182 28d W ti Y Y 1061 30.1 283 30.8 285 2b.1 283 28A 25I 21.5 281 226 247 16.8 283 79.9 244 18.7 283 18.0 249 16.1 283 18.6 237 111 1 27.8 287 28.3 242 23.1 287 23.8 238 19.8 207 20.8 235 17.3 287 18.3 234 16.4 287 18.5 228 rJ X ,Q O Q 1201 rL0 228 22.3 209 16.1 229 186 20S 491 229 18.2 202 Q-.-• Z TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: Oa, AnohorCe ecl Table bs ANCHORCAP.,,,,,,°, �ANCHORCAP.„, 'a � S.W.e: 7k Concrele 28k COM. HoOow u FmedCMu PTwaod Melel (D�)X�MULLIONCAP.,p",a. BHe"EtoO 1/4.89 Eko 5/18•Elco 1/4.88 Eteo #10 Steel 012 Stod 812 Steel AMhor7ype: 3r1C Eleo UHreeon Va•Eko umacan UNacm 3/t8•Ebo Ullroon 4.A .A Appretieta Ugreeon A90re0elor Sorely(05)9omw Rist Bersa(051 USE THIS FORMULA TO OBTAIN THE°ANCHOR AnohorCiip Pademe CAPAGITY REQUIRED'CORRESPONDING TO AN EdOe Dktenoa MLr 2•IW 3•ve• r 2.1rr r atre• r o.4eo.a4 . ACTUAL PRESSURE REQUIREMENT FOR THE tara• taro• .•ata• 1ar4r tAw• 1- - 1-va• 14le rOPENING,WHEN IT IS LOWER THAN THE MULLION 2 AMfam 4aB•M1.as/steMerd or O#aeI div IFq. )r 3W Iba ago ws 450ws 890ws 1844 wa wo roe 280Ibs37e tmea4t6a 946 wa371 nm a4z.m es0 we CAPACffY(FROM THE TABLE)OF THE SELECTED 4 A whoa®14.60'wr.m. u r BteMmd(oro 1901OI)cov(Fig zk 460 ws 700 M, WA wA WA wA 3001bs wA wA wa 882 wa 51 t.2o ws MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AMMre®s'65a o.a/21 ars Ardle cups/tFq.3): 760 wa 780 ws 660 VA t58o wa 1898 ws 64o me sfio.Da tuA leo gra 746 roe S80Ibs teez ws 892 tf6 wa CAPACITY WHICH MAY BE USED TO QUALIFY 2 Anchors @ DAV h*L O.C./UL1q,1w.129'Alum.{Fq.4r WA wA WA WA wA wA wA wA wA WA WA wA WA ADDITIONAL ANCHOR OPTIONS FROM THE t Anelar/F4:8D[Fq.57 195 wa t981Ds 2251bs 448 ws 8221bs 136 we 1a0 ws 1W. 370 ws 107Ihs 332 wa 473 ws 170 ws 221 IDs 2BO ws ANCHOR CAPACITY TABLE 2AMhors®1.15•Mn.O.CJ FlMp(Fq•81: 240 wa 350 wa WA WA WA WA 190Ora WA WA WA WA WA 341 Ibs 442 wa 580 wa Wq CompCT g vith d D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. B ildl s N6 t %0tc j'2js "C"ptgCod6 �G�'OZ1$.0.3 AoaeptIi $C71 FIGURE I: FIGURE 2: TABLE NOTES: --' 1.000' f••-- Cxplretio0 Da1o' 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Dydo O�D7 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mtm17 `� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `�� 0,.••••••••.,!( �i� FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750° HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. . is I F-=* FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. Ido.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES-.CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .�t� $ �rp• I jaw 850• :•�7 4 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO-ASTM 060.WOOD SHALL BE PRESSURE-TREATED FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125• O '• FIGURE 4: FIGURE 5: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT •j..........COR10 .•'C7' • • 1"X 2.75'X.850'MULLION ��LS \`�'.9 LEAST TE THICK AND 138.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL 18 8 B.S.OR 4f 0 B.S. A.LYNN MILLER,P.E. FL P.E.#58706 .je 11 TABLE 5A x Mullion Ca ao Opening Width(tor vaNca*sparvlirlg mill ort5)br Opaning Haight(torhod2nritely sper*i1g mtAiorn) ?O N BO in 90 in I In ' 120 In 140N 180 in O 50 N 80 N d o: itnatogofer TtaprOteng. Reefmgwer Trep/7dan8• aealwtgwer D-P--v f¢eof.w. TTwflam. �t�ar 'T-P 7a-. Paaetgtder T Lre ft w�'Q TiLp06ng. Reo ar r A9 aeoLoading T-d OB• p 0 1"x 3.126"x tnemm Loading Loading Loaft Loading Loading 8 .800"Alum Tube Mull Z � m oil 11 11 1111it 11 11 1 1s 1 gc J 42 N 170.0 020 170.0 435 170.0 741 170.0 478 170.0 w' 170.0 we 170.0 882 170.0 618 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 621 164.4 1802 170.0 527 J 48 N 170.0 708 170.0 624 170.0 850 170.0 504 170.0 992 170.0 030 170.0 7133 170.0 881 170.0 127b 170.0 077 170.0 1417 170.0 880 [78-9 1$77 170.0 860 130.1 1677 170.0 880 1182 1677 170.0 880 W 50.626N 170.0 747 1780 683 170.0 880 170.0 831 170.0 1018 170.0 884 170.0 1186 770.0 72J 1700 1345 170.0 747 170.0 7484 970.0 768 1495 170.0 768 121.5 1495 170.0 790 108.3 1495 170.0 758 m o 54N 170.0 707 170.0 012 170.0 850 170.0 891 170.0 1118 170.0 754 170.0 1278 170.0 803 1887 1401 170.0 83T 148.$ 1401 170.0 666 1401 170.0 881 106.8 1401 170.0 801 93.1 1401 170.0 B0f U7 J 601n 170.0 885 170.0 701 1709 1083 170.0 787 160.$ 1168 1780 878 138.7 1168 187.0 92e 123.3 1158 168.8 NJ 111.0 1160 148.7 910 1156 144.8 803 79.3 1186 144.8 803 89.4 1168 1M.6 803 J 33 83N 170.0 030 170.0 745 169.6 10d8 170.0 050 137.0 1049 165.6 880 110.8 1049 141.7 840 1088 1048 1320 030 95.0 1018 125.5 628 1849 119.3 870089 1048 1189 Big fiB9 1049 11b9 818Z LU TS 88 N 865 170.0 789 139.0 855 131.3 801 118.1 865 133.7 788 104.2 855 121.4 716 820 95S 1126 705� 614 9S5 100.4 767 855 09.8 749 89.0 85 21748 80.3 803 81.2 659 71.4 $03 63.9 049 &2 8W70.8 842 803 722L41,22 4b.9 803 89.8 82$ 40.1 803 68.7 827 Z t CCC r 76N 1682 727 114.1 82A 91.0 721 87.0 018 78.0 721 85.1 805 68.3 721 78.5 885 80.7 721 70.1 688 64.8 721 86.4 679 449 721 69.4 36.0 721 61.8 584 34.1 721 50.7 683 ' r 70N 107.0 884 106.4 698 042 684 89.4 687 722 884 70.4 576 011 884 70.4 607 68.1 884 81.4 8S8 !319 8 884 59.9 551 421 684 64.1 38.1 8t14 319 881 809 531 BD N 8RB 614 67.8 488 64.8 614 67.3 448 47.0 614 60.0 440 11.1 514 449 433 38.8 914 40.$ 427 $14 37.3 421 27.4 811 33.0 216 61 20A 614 299 403.7 404 46.2 452 47.0 380 JB.T 452 40.9 390 33.9 462 38.4 384 30.1 462 329 376 1 452 30.3 373 220 442 20.8 19.4 4 709 452 22.8 336322 31.7 357 327 317 27.2 357 28A 312 23.8 387 28.2 308 21.1 357 2.73030 357 20.6 289 tb.9 3S7 16.013.0 3387 16.0 281111 N 35.1 338 35.8 300 28.2 338 30.1 301 25.0 338 26.1 288 21.9 330 73.1 202 . 20.8 286148 338 105 126 3120In 27.7 289 28.2 263 23.1 288 23. . 9.9 2 0.7 280 10.4 232 Q O ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE 5B AnchorCeeel Table ANCHOR CAP.,,,•,,,,,_ ludCHORCAP.,e, 'n' SwsOala 2T6Comid. 3t&cont. Home CMU Fwcmu PTWood Metal (DP)X(MULLIONCAP.,,a,,,,,�_ ='Efco 14'SS Eko H16•EItO VC SS EIco 0108led #12S1ea1 M23tOW AnchorClip Pettema AnttorTYPe &16•Elco IRIMM W'Efto U6reton uftwon atC Elco Utlydca7 tld•EtcoUOracon AggreGator UUMM ABgreWo, Screa(M Strell(GIF) ScrcW';4 USE THIS FORMULA TO OBTAIN THE'ANCHOR Eogafxatame Mi r 2.12 r 2-vT s•tre• t• avz t• z-vr 2 8.14• r D.4e• D.od• 0.32-• CAPACITY REQUIRED'CORRESPONDING TO AN FmSeanM1 n 14/4' lair talo• tarn 2• 7-v4• 1-vr 1.14• 1-vr 7414• 1-110 r 1-Wlase• v4ma ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancigs®47S Min O.C.l Slattla0 a 018e1 C (Flg tj °,60l s 390 Os 450 ms me Bs 7 Ibe Z/0 me 2801>as 3W IDe 740108 374 Is 864 Bs 9481Cs 341 its 442 US 7Ep im OPENING,WHEN IT IS LOWER THAN THE MULLION d Archers®7.75•MOc O.0/SlamsN(1' Oleet)C891r'1g.2j: 40]0s Too Os NIA WA N/A WA 98011,8 NIA N/A WA WA WA 682®6 $85 foe 1120108 CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcIp18®3'MIn.O.C./t2n.Pale COts/(Fl&3X 780106 780 We 68007.4 158)0s 189606 640Ibs 660 Os N/A 760108 7481M SBD Os 18929s 662 ms 885010 1120 As MULLION.IT WILL YIELDAMWIMUM ANCHOR 3Anct1a3®0.45•MOL O.C.f UC$p,NI0.178Af0m.(FI¢4X WA WA tJlA WA NIA WA WA NIA WA NIA WA WA WA WA 1073 roa CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArcrarJ FcuP(Fla 6y 185IM 795 roa 2z5 9u 445 Ds e22 Its 13508 140 MS 177 WS- 370116 tel nre 3st es 473 ma 77olM1a 221 ms leo ms ADDITIONAL ANCHOR OPTIONS FROM THE 2A11Cras®7.77 Min O.C1 F-0UP O.9 240 Os 850118 NIA WA NIA WA 190IMS N/A WA 1JIA WA NlA 341 Ws dd2ID7 680 ma ANCHOR CAPACITY TABLE. FRODUCT R6VISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. a4 comptyinngg7WF6764Ptarlda h1.000'1 AccdNS Coda Acceptance No FIGURE 1: FIGURE 2: TABLE NOTES: i7ation Date QD21 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SKEET 25 FOR INFORMATION ON LOADING. MI SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. BY MI Dad%1'roduat 1101414 71111111/1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE i 3.125" N ON.•• •(lF FIGURES: :.��;•�7G[NSC '•.P . 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHE 21-23. ;• '•.Ttr HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. -•y� No.50705 ' - FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = .500' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .•.•� (� $ ,(2 (0.j CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL BE PRESSURE TREATED S 744E F �L` l FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF AW 1•X 3.126•X.5•MULLION C7 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (1•VF MULLION) %r�� f I'.OR7Oh•SG • LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i S's•• .•..• G\ '� /OtdA� ` THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1 B-8 S.S.OR 410 S.S. / A.LYWIM�LLER,P.E. FL P.E.#68705 r �-n n r,.fl a r, am n 1 dill N Cd b" O�' TABLE 6A Mullion Ca acliyTable(Ibe#tY) Opening Width(for arcing m cons)or Opening Height(forhodzwltew sponni 1g md9ons) fe0 N p 80N 9D in 100 in 12010 t/ON 6 50 in 661n 70 in px4 Reeten9uler ireplal,m9. Reclengulet TmWraelm- Reolen9ulat mWTae,re. Rrcto9d m97rden. Reoten9,dar .ire7JMmm. RedenOufer Tmk7f9mt9. :Reoten9'OBr Ttep?�9�. rte oa et TrapTa e. Reota,t8lBar Tt d�• 8 1 x 4%.126 Loadn9 Loadlg t oedn9 Loadn9 Luft Load09 LoaMRg g.Laa9o8 $.Loodlg Loadn9 _Lvadng Lo018ngB. Laad� Mutllon § 1g� $gg$� g•pp�. yygg� 'gpppb syg �. y@'B��• •pq�3 Z oOC F 42N 170.0 820 170.0 438 170.0 7M 170.0 470 170.0 888 170.0 808 170.0 982 170.0 618 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 t70.0 621 148.0 1488 170.6 621 127.8 1468 170.0 821 LU 3: 48 N 170,0 708 170.0 624 170.0 880 170.0 BB4 170.0 982 170.0 830 170.0 1733 170.0 681 170.0 1276 170.6 677 768,3 1303 170.0 880 130.3 1303 170.0 880 111.7 1303 170.0 860 97.7 1303 170.0 880 a. 1n 60.0In 170.0 747 170,0 683 IT0.0 868 170.0 831 170.0 1018 170.0 864 110.0 1186 170.0 723 168.1 1236 170.0 747 140.6 1236 170.0 766 117.1 1235 170.0 768 100.6 1236 170.0 788 67.8 1236 170.0 760 m Q Q B{6 170.0 797 1 L01 812 170.0 858 170.0 881 170.0 1710 170.0 764 181.4 1768 170.0 603 1372 1108 570.0 837 123.6 1168 170.0 860 102.8 1188 170.0 881 882 1166 170.0 861 772 1168 170.0 861 J BON 170.0 888 170.0 M2 166.7 1042 170.0 787 1428 1042 181.1 832 128.1 148.7 816 1112 1042 138.8 801 100.0 1012 130.2 701 63.4 10(2 128.1 762 71.8 1042 125.1 782 828 1042 128.1 782 J N 170.0 930 170.0 745 1512 982 103.6 818 126.8 982 144.6 7911 113.4 882 131.0 782 100.8 882 121.4 788 00.7 882 1U.6 768 76.6 982 108.4 746 64.0 982 108.0 744 80.7 882 10&0 744 ,� 188.4 947 770.0 789 137.8 947 U0.0 766 116.1 947 130.3 788 103.6 117.7 762 8L9 947 108.7 738 827 9{7 1022 72f BB.B. 9p 88.1 713 69.1 fl17 84.0 71M1 51.7 847 84.0 711 tt'��ffi 72N 135.0 849 1427 737 1132 049 121.6 722 87 849 108.9 708 66.9 840 90.4 898 76.8 848 88.7 BBB B7A 849 827 076 68.8 648 76.3 880 48.6 8W 726 862 42b 840 72.4 881 Z 78N 116.6 782 120.7 885 90.3 782 1028 052 B26 762 90.0 840 722 782 80.9 829 842 782 742 620 07.6 782 892 813 18.1 782 628 602 41.3 762 68.8 697 38.1 782 69.4 696 J n F Q 0.1 O 78N 708.9 724 111.4 834 89.0 724 94.8 -.821 78.3 MI 828 609 88.6 724 74.4 690 5&4 724 80.7 891 63.4 724 83.4 683 44.8 72A 87.3 073 382 724 84,3 687 33.4 724 b3.6 888 = 50vG gain 69.6 643 71.0 483 88.0 813 80.7 474 40.7 643 629 480 43.6 643 47.1 468 38.8 543 42.8 452 31.8 843 39A 448 2&0 643 34.0 438 24.6 M3 321 430 21.7 843 30.7 426 Z 98N 87.3 478 68.9 427 47.6 478 49.7 419 40.9 478 43.2 412 35.8 476 36.6 900 31.8 478 04.6 400 26.7 476 320 396 219 470 28.1 308 20.8 478 25.8 360 17.0 478 242 370 � P� �� JOB N 40.3 377 41.1 341 33.5 377 $4.8 335 28.6 377 30.0 330 232 377 26.6 328 224 377 24.0 321 20.1 377 220 317 18.8 377 10.0 310 14A 377 17.1 004 lL x 111 N 37.1 357 37.8 323 30.9 357 31.8 318 28.8 357 277.8 313 232 367 24.A 009 20.8 367 22.0 305 18.5 367 20.1 301 16.4 387 17.4 204 U x 7 120 N 20,3 300 29.6 279 24A 308 28.1 274 21.0 308 21.7 270 18.3 308 192 287 16.3 308 17.3 283 e. Q 0 1441n 17.0 212 172 198 TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: � -Anchor Ca acl Table Ibb r ANCHOR CAP.,,�,,,m,�nANCHOR CAP.„, BuMtmta 276 Concrete MR Ca HoOowGMU FmeACMU P Wood Mom (DPS)X\MULLION CAP.,•„.,,, r✓18•Ebo UA'80 Ebo NIB' 8teei Eioo tt4'38 E140 010 Steel 612 Steel 912 AnOw-lype: 3718•12100 UUmoon 114-Elco Ullman. UWecan 3/18"Fbo Uitreoon 174•Ebo lBVecon AggmOeiar Lm' A99re41ator Somw(051 Bom17(0.5) 8arew(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR AN AnchorCtlp Palleme Etlge galeme gnk r 2x12• r z-1rr 3-ire• r 2•trr r 2-12• r 3•v6• 2' o.4B• oA4• o.32a• CAPACITY REQUIRED•CORRESPONDWG TO Embe6ment Mk 7.3M' 1.374' 1.314° 1.314• Y 1.1/4• 1.1/4 1.174 1•U4' 1-174' 1.1/4' Y t-3!B' 7.1/6• •aAe6 ACTUAL PRESSURE REQUIREMENT FOR TMULLION HE 864 Ib3 4non- 4225•MN.O.C.SSi lendad( let COP(Fg87k 7000xi 700 roo SBO Bw t4 Olbs 95Y ms soo n. YWA 580IW WAS 7830 ros 77WIA6s 880IBo 94WA 6821bs 4885 aw 112D Ins CAPACITY FROMOPENING,WHEN(THE TABLE)T IS LOWER OrTHAW SELECTED 8 Amhom®1 Vr MN.O.C.1 StuWmd(ar Omef)CAp(Fq.4Y 880 roc twee the wA WA wA wA 780 ibe WA WA wA WA wA 1383 trm 177o Bre zz4o ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aaehore 3'MN.O.C./219,5Angte gips!Fk-6k 7Bo am 78o W 880 ws 166016s 1886 ma bto 9,s 6801as wA 780 roe. 74e lbs BBO Lbs teen ew' eel Lbs eeb lbs 1120 ros CAPACITY WHICH MAY BE USED TO QUALIFY 8 Ancham 69 3'MN.O.C.!21286 Angor Clips/(Fp.ek 1170 ros 1170 ibs 1020 Lbs 23401bs 2844 Om 810Ibs Bao las wA 11401b9 1 t7t 9m 13201bs 28381be 1022 ros 1x27 ros 1800 Ns ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 4 Arclpm OA5"Min..O.C.!ll-0Iro,N1o.125'AWm.(Fig.7k WA -WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 ros ANCHOR CAPACITY TABLE 2 ArchOm w 226 MIn.O.C!f'2Mo 619•Bk 350 pm 350r. 290 rA T051bs 476 Ins WA 250Iba WA 315W NIA 4401bs WA- 341 ros M21bs 680Ibs Bu din lytcc�c Id1�� 4A1lohae 1.15'MN.O.C7F431pfFi9.B$ 48DWs 700 Ins WA WA WA WA 380 In- WA WA WA WA WA 882 tbs BB5 @s 1120 Om �„` 1.000• AocepNncO NOTE:FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B lmtion Date rLOZI LE By de 1lro�gt' / FIGURE 1: - FIGURE2. RE 3: TABNOTES: R INFORMATION ON LOADING.SEE 1GU FIGURE 4: FIGURE 8: FIGURE V. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FO • • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �`\`��0`�••GENS 0/��/�� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q�:• �1 �{�;. • • • 4.000' No.G8%05 • • • • s • • i 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _ �} SUGGESTED,APPROXIMATE HOLE LOCATIONS. L - FIGURE 6: FIGURED FIGURE 7: STATF ^ • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFI0A710NS.HOLLOW AND GROUT•FILLED 125' '�� '•,,/CORiDP••' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW rr-- • • • • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606&T6 AND BE A MINIMUM OF.126'7HICK.STEEL' -r.126' / pNn1.L • • STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I_FAST.126'THICK t� MULLION AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8 1• , A.LYNN I�ILLk P.E. ANGLE CUP(FIGURES!i&6)MUST BE USED IN PAIr^.S. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MFL P.E.#68705 VILLAGE TABLE 7A mmil-Ca ealtYTable(Ib9tR2 �'le Opening Wldth(for verI1celty-9p8rr1I muMons)oropeningHelghtporhorizorie0y-spanNnDmt9tl°rLv) 1toN 19oln o 60 N 80 N 701n 80 N 8o N 100 N 1201n 1X4X.S76 RaolenWla TropRW9. Rectangular 7reprrdap. Realonpea T p7rdane• Raalengua Troplfden0 Reolen8var Tref . R TroL�a Rw�eogula T �eae. R000t T Rectangular T�d�• oY 4 faodn8 L-09 Loadng Loading Loedri8 Loedrq ggLoedN9 loadn8 .LoedNB o r N � o _ 42N 170.0 820 170.0 436 170.0 744 570.0 478 170.0 BBB 170.0 BOB 170.0 882 170.0 619 170.0 1116 170.0 621 IN 1210 17x0 821 170.0 1408 170.0 621 170.0 7738 170.0 Zi 821 170.0 1883 170.0 621 J ABN 57ao 700 170.0 624 110.0 880 170.0 584 170.0 982 170.0 830 VOX 1133 170.0 881 170.0 1276 170.0 077 170.0 tU7 170.0 880 170.0 1700 170.0 880 170.0 1983 170.0 880 181.8 2024 170.0 880 O 50.826N 170.0 747 570.0 BB3 170.0 888 170.0 831 170.0 1048 170.0 BB4 170.0 1186 170.0 723 170.o. 1345 170.0 747 170.0 1491 t70.0 768 170.0 1783 170.0 768 168.0 1818 170.0 768 138.6 1818 170.0 760 F 84N 170.0 787 170.0 812 170.0 868 n0A 881 170.0 1118 170.0 784 170.0 1278 170,0 803 170.0 1434 170.c 837 170.0 1694 170.0 868 169.8 1788 170.0 081 137.1 1788 170.0 881 120.0 1788 170.° 881 = fcfc��77��i 0) F So in 170.0 BBS 170.0 701 170.0 5086 170.0 787 170.0 1240 170.0 878 570.0 1417 170.0 814 170.0 1594 170.0 988 166.8 ISIS 170.0 1033 1289 1819 170.° 1083 111.0 1819 170.° 1083 97.2 1818 170.0 1083 g 63b 170.0 830 170.0 745 170.0 1116 170- ,860 170.0 1302 170.0 840 170.0 1466 170.0 1016 780.7 1642 170.0 1070 141.0 1662 110.0 5122 117.6 1642 180.6 1168 100.7 1662 187.8 1187 80.1 5612 187.9 1167 BBN 170.0 974 110.0 769 170,0 7189 170.0 803 .170.0 iJ64. 170.9 1002 180.8 072 170,0 1080 1428 1472 186.5 1146 128.8 1472 168.6 7130 107.1 1472 147.8 1108 919 1d72 148.0 itOd 80,3 idT2 148.0 1104 y 72N 170.0 --74 170.0 BTB 170.0 1275 170.0 1009 180.8 1320 1882 1101 1320 1320 149.8 1082. 117.3 1320 137.8 1066 SO0.6 1320 12LS 1040 BBA 1320 117.0 1024 76.4 1320 1126 1013 86A 1320 1128 1012 ' LL ?z 71h 170.0 1122 170.0 837 749.8 1164 189A 1013 128.2 IIS4 138.9 984 1122 1164 126.7 970 89.7 1184 118.3 964 69.8 1184 107.8 962 74.8 1184 87.8 836 04.1 1184 021 827 8&1 1784 923 826 � r � m781. 188.1 1 1124 170,0 987 130.4 1124 147.0 065 118.6 1124 128.8 847 103.8 1124 116.8 831 923 1124 105.8 918 83.0 1124 80.8 808 892 1524 89.0 880 69.$ 1124 84.3 891 819 1121 832 BTB N O 90 in 1°8.5 844 111.6 780 90.1 844 84.3 7J8 77.2 844 42.1 724 87.8 8d/ 73.3 712 BO.t 044 88.6 702 66.0 BM. BS.A 803 46.0 044 84.2 878 38.8 814 60.0 888 33.8 644 47.7 862 to 96N 80.1 7A2 81.6 683 742 742 772 852 03.6 742 77.2 041 86.7 Z42 68.8 831 49.8 742 64.1 022 44- 742 d8.8 814 37.1 742 43.8 800 31.0. 742 39.8 680 27.8 742 37.6 884 r 108N 826 680 839 630 521 688 63.8 621 44.7 868 Aa8 613 39.5 680 41.4 806 34.8 688 37.3 498 31.3 888 362 402 20.5 888 29.8 481 22.3 506 28.8 472 18- 686 24.7 468 W X 111 N 67- 688 Bae 603 46.0 655 49.5 495 41.2 656 428 457 36.0 658 36.0 d80 320 868 342 47J 28.8 863 31.3 ASI 24.0 668 27.1 497 18.8 066 24.3 440 10.0 465 224 381 X Q 120 N 45.0 476 48.4 433 36.0 476 39.0 428 328 476 33.7 420 28b 478 20.8 414 26.3 478 28.8 409 228 476 24.6 404 18.0 478 21.1 398 10.3 478 18.7 367 14d 476 172 361 Q r co 144In 28.4 330 20.7 305 220 330 224 301 10.8 330 10.3 207 16- 330 17.0 283 4' TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: gO' � AnchorCa acl Tabls b9 ANCHORCAP.,,,,,,,,,}=ANCHOR CAP.,,, 8ubslrota 27k Conomw 3.5k Caw. NoOow CMU Feed CMUm-- Metel FA )X MULLION CAP.,a„- 5ri8'E100 1!4'BB EI40 6118'EIoO 114'88 Elco 91ed 812 Bled Anolwrtyps 3116•Elao UlOeoon 1/4•Elco Uleeoon Ulnman 3118'Etoo UOmoon 1141 Eino Uft man AgpreOeta UOrocm AWaGetor (G51 Saew 505) THIS FOR TO OBTAIN THE'ANCHOR Anchor Clip PaBsms ACITY REQUIRED'CORRESPONDING TO AN Edea gamwe MP 1• 2•ifY 1' 2-12' 3•U8' 2-tIY I• 2-tfY _ Y 3-158' Y 84' 0.324• UAL PRESSURE REQUIREMENT FOR THE Embedmam MP 1-354• 1.3ra• 7.3/4• lora• r 1-Ira• f•v4' f-va• t-1r4• 1.1x4• 1-v4• Y 4NING,WHEN IT IS LOWEE.R THAN THE MULLION 2Amhas gQ 4.78•MN.O.C.f landerd a OOsel Clip(Fq.532): 3801s 3901Da 450 Ws BB01 1844Ins 210 Bfa28010s 354 Ow 740 pw 374 fod IDS 048 m0 1bs It 880004A.haal Z.2w1m 0.0 Standard(or 011300 CUP(1719.3Y. 700 Its 700 Inaeluwlam®t.I6•Mm.O.C.l9tonaard(oOeae)COPlF1B.4C eeo0,s qgg� °sfarl•o6a 95ma wA �bswA Ina NIA BW30 A wA wA NIA- 13B3i6a 17741wa 22400>s LOIN.ITFW(LLYtHLDAMWIMUMANCHORTED 4 Arrolam®3•W.O.C.I(2)2a3 A,ryle CCps/0 b.5): 960 60Iba 760las 480 me 15eo Ibs 1898 0• 64a 0xi eeo(ea WA 780 roc 7461m 880 as fe92 ws 682 ma 9661m nzo ma CAPACITY WHICH MAY BE USED R QUALIFY 8 Arwhae C 3•Min.O.C.r 12)2t6An�ts Cops 1 ft.By. 117.bs Ino roe t020IOs 234°lea 2644 ms $to am 840 ins wA 114015. tt2z ma 1320 wa 2SU lea I=nu -ma 1060 o s ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTREVISED d Arohae®0.46'MN.O.C.I Ua'Xlp,into,728•Ahml.(Fq.7): WA WA WA WA WA NfA WA WA WA WA WA WA WA WA 14301be ANCHOR CAPACITY TABLE. ascomplying EVIOho Florida 2Arwllow 2,25•MN.O.CI F471p(fq.Bk >� 290 Ns 705 the 4781ba NIA 280 Bm WA 318 @s WA 4401ns WA 311 ros 4d21bs 850 iba Building Colo 4 Anohoro @ 5.15'MN.O.CI F-0ip(1-9.eY 480 n,s 70011. WA WA WA WA 300 ins WA WA WA WA WA 8821os 8859s 11201W 1.OBY ._,..� 1,000' r Bcmptw NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. pirm Doc TABLE NOTES: Mier° a Product 1)SEE SHEET 1-FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1I I 1 I I 1 I FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES. FIGURES: ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � �,(LYNN PofQ� • • O,......... F 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. ,.�`h:•�1GF_hISC ;� • s 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4 000, 4.000" NO.-58705 SHEETS 21-23.HOLES TO• • • • • • • SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATEOE DRILLED IN THE FIELD FOLLOWING LELOCATIONS.ONS _ `' -_ Ns.HOLLOW AND (� FIGURE 6: FIGURE 6: FIGURE 7: .4)SUBSTRATES:CONCRETE SHALL CONFORM g �CONFORM TO ASTM C-E0.WOOD SHALL BE �:�Sol SPECIFICATIO f '`0�,6•', �` • • s • 'GRESSURLLEp CONCRETE BLOCK UNE(CM ) - • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE %��C••.�CORxvh• SD03-T6 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' .375' 376" -1 i • • THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126°THICK AND A36.ALLANCHOR3 I"X 4'X.376' 1•X 4'X.375• I A.r S . ILLI P.E.ANGLE CL)P-(FiGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10&#12 T-MULUON MULLION ALF P r #58705P ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �Y "Al TABLE 8A MuIBonCapecl Table Ibafft�� Opening 1Mdth(forvaNcely-speflNrgmumon3)orOpeningHeight{torhod (meth-spanningmumons) o BON so'in 100N 1201n 140N 160 in 60N 8oN 701n C 126"X Reotar�+tar hap/Tdeng- 71ael der TmP'T�'�°ne• Reotengalar 7repTdenB. Redtengulnr TreM0ien8. R�UmIBWar Treprltiang. Rer7argoinr Trapfliten8. Reatelf9Wrc ��. Ree[enB�Wnr 7�d�8. ReeO TmprOi& • Qx u� Lcadng Loading Loading Lofloinp Loafing I'ming Loadttg loading L4odinB LoatBnB Loading -Lowing IaadMB ii 3.186"n .288"Alum ^ ^ ^ ^ ^ ^ ^ 8� d5 . � � DO Tube Mull �• Z 421n 57D.0 I 620 170.01 438 170.0 744 170.0 478 170.0 888 170.0 808 170.0 892 570.0 518 570.0 1118 170.0 621 170D 1510 170.0 821 170-0 1466 170.0 �f 170.0 1738 170.0 821 161.8 1789 170.0 521 J W 481n 170.0 766 170.0 524 170.0 850 570.0 '5"' 170.0 882 170.0 810 170.0 1113 170.0 881 470.0 1276 170.0 677 770.0 7417 170.0 880 16{.6 1818 170.0 080 5YL7 1848 570.0 BBD 118.1 1818 170.0 660 U, fn .626 In 170.0 747 170.0 863 170.0 BMW 170.0 B3f 170.0 1048 170.0 884 170-0 1185 170.0 723 170.0 7368 170A 7d7 187.0 1408 170.0 788 1382 1376 170.0 788 118.3 1488 170.0 788 1017 1486 170.0 768 W 64 In 170.0 797 170.0 612 170.0 868 170.0 891 170.0 1118 170.0 760 170.0 5275 170.0 803 183.5 4376 170.0 637 148.8 1378 17°.0 856 1223 1376 170.0 Sgt 104.8 1378 170.0 681 81.7 5378 170.0 881 v J W J Win 170.0 885 170.0 701 170.0 1083 170.0 787 166.8 1158 170.0 876 139.0 1158 187.1 030 123.8 1168 158.8 819 1112 1168 180.0 812 927 1188 141.8 805 7B.4 1188 144.8 906 89.6 1158 1 0. 83N 770.0 870 170.0 748 180.1 IOS1 170.0 830 137.2 1051 165.9 882 120.4 1081 142.0 &8 108.7 1031 1772 837. 9&1 1051 128.7 530 80.1 1081 11x6 922 88.0 1051 118.1 821 88,0 1061 118.1 811 N 80N 187.1 967 170.0 788 138.3 957 151.8 605 IiSA 057 134.0 700 104.4 967 121.6 777 91.8- 857 112.9 767 83.6 957 10&8 768 88.8 057 10&0 780 69.7 867 88.8 748 822 957 BA9 746 j 7. 72 N- 12&7 804 1352 608 107.3 804 1152 654 UIX 804 101.3 671 80.d gg4 81.4 680 71.5. 804 81.1 860 81.4 8171 70.8 613 83.8 804 71.3 833 18.0 804 89A 62b 402 804 89.8 628 Z JLO • r 76 hi 108.4 722 114.4 630 81.2 722 972 818 782 771 8&S 808 68A 722 78.7 896 60.8 712 70.3 888- 64.7 722 86.8- 680 4b.e 722 699 670 59.1 722 66.7 888 3a2 722 882 884 78N 1012 885 io69 600 "A 865 88.8 BBB 72.3 885 78.5 677 83.3 68b 709 886 882 885 84.6 880 89.8 BBS 80.1 883 !22 BBS 64.3 663 36.2 SBB 61.4 837 31.8 888 60.7 856 Q N 90N 86R 815 88.0 487 64.8 516 57.5 MB 47.1 616 60.1 441 41.2 818 M.7 434 56.8 816 40.8 428 33.0 81S 77.4 412 27.8 615 33.1 N3 23.6 618 30.8 407 20.6 815 18.1 404ZOO N 961n 64.3 453 66.8 404 45.3 453 47.1 397 38,8 453 41.0 391 33.9 453 26A 388 302 463 33,0 378 27.2 4W 30A 314 72.8 453 28.8 388- 19A 453 24.3 S80 17.0 463 229 v) losla 38.1 358 39.0 323 31.8 358 32.8 318 27.2 368 28A 315 23.8 358 28.2 308 212 368 227 304 59.1 368 20.8 300 16b 366 18.0 263 M awX 52 115 N 35A 338 35.8 308 28.3 338 10.1 301 28.1 338 2&i 207 220 138 232 283 79.b 338 20.8 288 17.8 378 18.1 286 fJ N ¢ O Oto 120 In 279 2903 284 232 28D 23.8 260 19.8 280 20.8 268 17A 260 182 283 1&4 260 16.4 249 Q r 144 N 16.1 201 18.3 186 go TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: � .� �a •� Anchor Ce ac{ Table jibs) (ANCHOR CAP.'"°°""'>=ANCHORCAP... SOitslme 27kCarcnie askcanc. HWOwCMU Fne9cMUN WooO Mefal (DF-)X`MULUONCAP.,,,"� e'1fi'F1co v4•Ss Eko L71C Eko t/a•S9 Eitoel 012sleel 812 steel Amnar type 3/1C Elco l8lracm ur Ekounmcon u0mcon a16•Eic°u0iam /14•I7tou5racon Agget4amr � Aggre(4>iabi 6crea to5l Gere.(c96) USETH IS FORMULA TO OBTAIN 7HE"ANCHOR AnchorCgp Pettema oe4• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Edge gslarce Qn) P 2•vY 1' 2•v2 3118' t' 2-v2 1" 2-v2 2 3116' 2' FmOeCnenl 0 13Jd• M131d• 1914• 1317 Y 1-114• 1-v4• 1.114' 1-t/d• 1-1Id" 7d/4• T 1318' vales ACTUAL PRESSURE REQUIREMENT FOR THE z atcfnu®are•tun o.c./stemam or O6sa1CUP 7Fl9 t): 190 tiK 300 t1e a50ar< �0 m9 16W ms 270 m9 280 OIs 351 74DIre 174 ms 6W Ds 648 Da dd2 me 860 ma OPENING,WHEN RIB LOWER THAN THE MULLION a Arcnors®1.15•MN O.C./6181Matd(a OfbeOCOp 0'10 2) 480 ms 70080 N/A WA N/A WA 380 an N/A WA IA WA tUA 885 a` 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcro.ltrmal.C.10 t ,dpromcepa]stg2) 7soms 75026 seoms +Seo ms lroems 6aoms ssoc9 Nu 7so19a tdems asoma 1892 Ba 665oa 152DDa MULLION.IT WILLYIELDAMWIMUMANCHOR 4 Arc0.45•Mm.O.C.IuZOp,Into.l2P Ahem(Fg.4)'. WA WA WA WA N/A NIA WA N/A IBA WA WA IBAWA 1490 meCAPACITY WHICH MAYBE USI�YO QUALIFY 1 Alt roup tflB s7 165 ms 165 m9 275 ms 44560 ea mB .13503 14o k9 m ms a7ofl0 18ms a3x m9 a7s mss zzf im 280 Dw ADDITIONAL ANCHOR OPTIONS FROM THEPROnUCTREVISED B71.18' 6Z 240R* 350019 'WA WA N/A NIA 16090WA IIIA WA 9 442 ma 560 ms ANCHOR CAPACITY TABLE a9 complying with dto Pibridt< NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Cod°��„b•Ll S•O•j F-1260°•I AccoptmicoNo 42621 BI7 Imlion DalO FIGURE 1: FIGURE 2 TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONMimui do Produa S • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5 5 I I l 17(7 {LYNN/V, /i,� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ;�� pry,..•• (• 3.185. e�r.•'7,\.ENSg •.``S' i FIGURE 3: - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DUENSIONS.SEE 2 ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS plu 58705 �r/ • CUP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. .285' BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -0•. g C� GROUT FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �^jt••� S 1 E O: �(t,� FIGURE 4: FIGURES: -FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF.125°THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND LOR50,.• (j .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 925'X; MULLION) UON �C;S'SS/SNA+- ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. / #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNtJRv11LL��,P.E. 58705 s TABLE 9A MWUon Oepaolly Table(lbslll) AI R Opening Wldth(lorvardea0yaPalWnp mullom)orOpening Height liar horimntallyaparwNg mWono) �' < b01. BON 701 801 BO1 tool 1201 1401 1601 p ReclmWlar Treprrda Rwt=oter TrepRiM. Reotengtlr Tprrftm• Rectaaewu T.Pri a, matatw. TtapRaang. Raclenlalr TTdpRd4u9. Renl4mdar T18pRd11g. RerofenWier TrvpRdan9 Reetedima TmpTdmlO. 1,26%3.26 LoadnB Leafing Loed18 Loetw9 LeadnB Leaddg LOea1p_ Loadn9 Imam .L-ta9 L-ft Leading LoadnOL.Oft Inadlp - Loedrtp Ltdedn8 Leatf08 �Y U -AlTube muulon q � y� � }�� p. g� �` ggyyy � � '(�� y�y� �• ppppb gggg ygpg�' yypg m}00 4210 170.0 620 170.0 435 170.0 744 170.0 478 170.0 688 17- 48 In 0481 170-0 708 170.0 524 170.0 850 170.0 584 187.8 878 170.0 630 1d8T 878 1780 881 130A BTB 170.0 877 117.3 BIB 170.0 080 87.8 978 (70.0 880 W.8 970 170.0 880 73.5 078 17x0 080 = 60.8261 170-0 747 170.0 W3 170.0 848 170.0 931 160.7 027 170.0 866 151.9 927 186.6 708 117.2,027 1587 899 105.6 827 168.3 890 61.9 ffi7 168.9 895 78.4 827 1W.3 885 85,8 827 158.5 888 Q' W 1 170.0 787 110.0 612 154.6 868 170.0 891 132.6 869 1639 BW 118.9 880 141.0 888 103.0 689 1Jd.0 880 8'1.7 869 120.6 8% 1 '688 128.8 852 86.7 889 52 3 062 84.8 889 503.3 852 ll.I �O 801 143.2 748 163.8 W9 119.4 748 1323 820 102. co 3 748 117.8 808 895 740 107.6 689 78.8 748 101.0 692. 71.8 748 88.8 687 687 718 89.3 683 51.2' 7d8 83.3 6W 44.8 748 83.3 883 631 173,7 877 1320 879 103.1 877 113.2 568 89.4 877 100-4 585 71.3 877 91.4 540 88-7 877 85.2 W9 819 871 81.0 634 61.8 817 77.0 620 A4.2 877 78.7 628 38.7 877 70.7 820 I--' W J CL 691 107.8 617 110.1 630 $93 617 079 618 76.9 817 88.3 we 87.3 877 78.3 6o0 W.6 617 72.6 484 W9 817 88.7 469 KS 617 64.4 4W 38.4 617 W.7 482 33.8 BIT 827 482 ' U) ppC 721 82.9 618 87.1 450 69.1 618 742 NO 69.2 619 88.2 432 51.8 610 W-8 425 46.1 618 64.2 419 41.4 616 60.7 414 34.8 510 46.8 408 29.8 6t8 45.0 406 25.9 618 45.0 405 781 M.6 485 727 408 s87 d85 82.8 388 60-3 406 -..T- 781. .B 300 d4.i 486 48.4 3% 38.2 485. 46.3 378 352. 408 42.2 .374 28.4 485 38,3 387 282, 488 38.6 364 27.0 486 382 383 = ' Dl Z 781 85.2 4.1 080 387 54.5 44I 57.7 378 489 441 50.8 3M 40.8 441 48.4 3W 382 441 41.8 380 328 441- 38.7 350 27.2 441 34.0 348 25.3 441 33.1 348 20.4 491 327 316 a- O BOl 42.4 332 428 288 35A 1 332 37.0 208 30.3 332 32.3 204 28.6 332 28.8 280 23.0 332 26.1 278 21.2 332 24.1 272 17.7 932 21.3 286 162 332 18.6 282 113 332 58.7 280 O 861. 35.0 281 38.8 28D 281 281 30.3 268 25.0 201 28.4 262 219 201 23.6 248 19.4 281 21.3 244 17.6 291' 193 24M1 14.8 201 17.1 238 12.5 281 16.8 232 v31 O 1081 24.8 230 281 206 E.. 23D 21.1 205 17.8 730 18.3 201 16.4 230 18.2 1W N(n N i g 171 1 228 218 221 187 188 218 18.4 104 16.2 218 18.0 191 tA.l 218 14.8 188 V) 120 in 17.9 187 18.2 170 1d.9 187 16.3 187 , N N Q N d O Taoltyb9 ANCHOR CAPACITY ADJUSTMENT FORMULA'. ABLE 98 Anohor0a Table I •� ANCHOR CAP.,„- 811081r8W: 27k Cmagde 3.8k Com. Hoamv Cmu Few CMU PT Wooa malel (DP„,)X( ,,a ANCHOR CAP.,°, 5'19•Elco 174•as Eloo 5118•Etco 1/4.88 EWo 910 steel 812 slei 612 Sled MULLION CAP.,,,,,,,° AnrJWType: 311W Elea U lmeon 114'E100 L111twon wumon 3/18•E10 LgtreeOn 1!4•Eieo UBmoon AgpreOptor Ul9aeon Aggre08im s4rdw(05)9orew(OS) SOM(615) USE THIS FORMULA TO OBTAIN THEANCHOR Anchor CUP Pattema Edge tMHOWM MX r z-1m 1. 2-v2• etre• r 2-trr 1• a•1rr r 9•ua• 2• o.ae• a5a• 0.324• ACTUAL PRESSURE REQUIRESPONDI RTH Emi✓trOnenl M tare` 1-Y4' 7.314' 7.314 Y ave• 1-u4' 1•u4• t-v4• tm4• t-v4' I t e• +are• 5edee ACTUAL PRESSURE REQUIREMENT FOR THE 2AmhM@4.75•Min-O.C.rSl8M8tdmC56o1dIP IFp.tI: 69D Ws � 450 Ws 899 R18 1844Ibs 27080 280 Brd 3%ibs 740 Wa 374Ies 88418 9481es 341 o•a 442 Ws 580 Ws OPENING,WHEN ITIS LOWER OF THE THEMULLION 4 Anolwrs®L+s•Ml.o.a!Mendota(Or 136ae9 dtp(Fq.2k 4eo WA WA nw wA Seo ma wA wA WA NIA WA 882!9a e86lea 1129 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancimra®3•tA1.O.C.!(2)206 Adgl COPS/1F18.3k Tao Wa 760 Wa 880 Wa 1580 Ws 1B98Ibs %D D>s 560 Ws WA 780Ice 749 We 8m We- I592 Ws W2 WB 665193 1120 Bta MULLION,IT WILL YIELD A MINIMUM ANCHOR 3 Adgham d 051'Ml.O.C.f U•dlD•Ito.100"A9nn.(Ftp.4k WA WA WA WA NTA WA WA WA WA N!A WA WA WA WA 990 me CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amhm7 FLS(Fl9:ek 196 Ws 195 Ws 225 Wa 445 We 8221 135 Ws 140 Me 177109 370 tbs iB71ba 332 Ws 479 W5 no Ws n1 the 280 Ws ADDITIONAL ANCHOR OPTIONS FROM THE 2Ameam0l.l�Mln.O.C.r FCl10(Fig.ek 240 Ws 3W Ws WA WA WA WA 1B05p WA NiA WA WA WA 341 tlq 442168 680 des ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the plodda .. Building Code 1250' Acceplano:Nb "6ZIb•O� FIGURE I: FIGURE2: TABLE NOTESc plush nDate Z021 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION U By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI Dada? 1 111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS I$ALLOWABLE. �Z LYNN ��i � p. ...... FIGURE 3:- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250° ;�;\�':••\�CGNsE''•Fn ANGLE BE USED T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •'•X �^ . •_ CLIP SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _7•' No.55795 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '100• GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL =..O•'• yr g Ctf` FIGURE 4: FIGURE 5: FIGURE 6: - BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE -T '•10 S'tA P • 6063-T6 AND BE A MINIMUM OF.100°THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND - I d�C;�'•.,PwRo..•'' • .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125`THICK AND A36.ALL 1.26'X 3.25'X.100• `' •• �`•.` ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 77j`�3/ON • 1 • ,�P:��- #10&#12 ANCHORS INTO WOOD MAYBE STEEL,15-8 S.S.OR410 S.S. A.L- R.,MILLF'?I�,P.E. FL P.E.#68705 a 'l rr �� ° TABLE 10Ax - Mullion CepacIty Table(Ibsl7P) III!' Opening Wdth(rorvedica0y-9pfinr4ngmWlors)orOpenlnp He1B1f1{{orhatizo+Ila6y+tPamifg mlNore) 160in 56h 60 in TON 801.. 9Din 100 in 120 In, 1401. C RxlengWar TrapTriaig. RedarpWw Tmpfrdarr8- Redanp,dm Topfrdug. Rocrarrguim Trap'fdarp. Raeftl *. Rectangular Trep7darlg. Recta49Na7 Trep?Aenp Radangular Twflang. ReclagWar TrepTriang. 6a 11611328 Lamn9 Lvvaf.e roam"° Leaning 1peding g0.' «33 z.82A L0B 0 Load".m L.adaq Loadure Loedhrg Loadla8 L4edmg Lpadag LLaadtng latdMg Loamy Atum.Tube § �,. �' %,. �' �'� �' fi.. �' �.. � �.. B- •�',.. >B �'.. �' To w 421n 170.0 820 170.0 435 170.0 744 170.0 078 170.0 B6B 17°.0 506 170.0 992 170.0 619 170.0 1116 170A 621 170.0 1240 110.0 621 170.0 1488 170.0 62t 1740 1736 170.0 821 170.0 1983 170.0 621 J = 4170.0 700 170.0 624 170.0 860 170.0 581 170.0 892 170.0 630 170.0 1133 17°.0 681 17 8. 1 0.0 1276 1740 677 170.0 1477 170.0 680 170.0 1700 170.0 600 188.7 1879 fI0.0 680 748.6 1978 1T0A 880 5 48 I in 170.0 707 170.0 563 170.0 890 170.0 831 170.0 7006 170.° 604 170.0 1795 170.0 7Z'' 170.0 1305 170.0 747 170.0 14% 170.0 768 170.0 1783 170.0 166 9fi2b 1877 170.0 758 133.5 1877 170.0 756 DJ M 0 64in 170.0 747 1700 612 170.0 856 170.0 691 170.0 +116 770.0 764 170.° 1276 170.0 803 170.0 1434 170.0 831 170.0 16% 770.0 068 1544 1769 170.0 861 174.1 1759 110.0 861 117.3 1769 170.0 881 BOIn 170.0 805 170.0 701 170.0 1053 1708 797 370.0 7200 170.0 878 170.0 1417 170.0 %4 161.1 1611 17°.0 996 145.0 1611 110.6 1033 120.8 1611 170.0 1063 703.6 7611 1700 1067 90.8 1611 170.0 1063 LU O ...EEE 83in 170.0 930 170.0 746 170.0 7116 170.0 860 170.0 1302 170.0 %9 t64B 1370 170.0 1015 1392 1370 170.0 1076 126.3 1370 164.0 10°2 300.4 7370 165.9 IOM 80.6 137° 165.3 1070 78.3 1370 165.3 1070 66 in 170.0 974 170.0 789 170.0 1189 170.0 907 565.8 1248 170.0 1002 1362 1268 168.6 1013 121.3 1208 147.1 1060 108.9 3208 139.0 808 40.0 1248 130.4 979 775 1249 128.0 976 641 17A8 129.0 976 Z z m z J Mb 167.8 1048 710.0 879 1398 1049 1692 092 1789 1049 13Zt 076 104.° 1%8 119.1 860 B32 1019 109.7 BdB 83.9 1019 102.7 870 58.9 1049 94.3 928 58.0 1069 91.2 820 52.4 iDfe et.t 920 76 Ur 1127 %i 349.1 822 1188 %1 1268 005 101.8 941 1112 791 092 041 100.0 717 79.3 %t 91.7 768 71.4 %1 86S 767 69.6 84I 77.6 740 61.0 %i' 74-D 737 64.6 %1 73.3 738 I- N 78 in 1320 Bed 137.8 783 110.0 994 T- 101 %3 8 1020 763 625 8% 91.9 740 733 81.1 T3D660B% 707 707 17.1 8% 67.0 701 41.3 9% 66.7 685 71.8 671 61A 671 85.3 675 53.7 671 58.2 66fi 07.7 871 629699 648 690 614 609 44.3 680 47.6 602 393 590 43.0 . . b% 288 067 n to 0466 36S 466 jA 408488 198 370 041 32.7 441 34.1 387 246 4dl 70.2 . 249 3tt 181 401 2Lb 363 16.0 M1 19.3 356 13 . X 25.9 370 26.8 334 22.7 378 23.7 329 20.1 778 213 326' 10.1 378 19.6 721 141 378 147 314 V � Q O O 144 N 21.0 262 21.2 2@ 17.6 262 178 239 15.0 262 15.3 236 Q N ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE 10P- AnohorCapacity Table(Ws) ANCHOR CAP.°, .. 8 Haifo9 C74U Ftli¢OCMU f+TwaaO Meld (DP_)X( )_ANCHORCAP.,v. suu°lmle z75Corcmla 314%come. MULLIONCAP.,,,,,.,s. H1 V Elco 1/4'8S Eko Br18'Eko vA•8819co oto Sled alz&teW a1291�i Anchor AWa WS'Elio UO+Bcan ve Fxounmeon u9m4on O/SC Fico u9ram ve F8:o U9meon Aggreada uluacon AggreOAor sere7l(ca)screw fab) serew(c96) USE THIS FORMULA TO OBTAIN THE°ANCHOR AnchorCRp Pattems 0.224• CAPACITY REQUIRED"CORRESPONDING TO AN E•Oge g9larceOnk 1• 2-'I!z' i' 2•U2 3198' P 2-VT t• 2112, 2 318 a' I-s o-6r Em31eo»aU n lard• tate taf4• taro• z 1-v4• t-ve 1•aq• t-ve +-v4• t-ve 2' tate• ta/ tains ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMMm®4.78'MIa O.C./S787na0 a'OlaelCOp(r7g 7k ago ros s°° a5o ro4 BBO ms 7844 m9 2/o D1s 2m lm 3%Ws 74Dfce 374 On 664 os 948 m9 347 a s 44210s 560 0a OPENING,WHEN ITIS LOWER THAN THE MULLION 4 Archers 0I.IV MIa 0.0/SfaWarO(or pae0CI1P 1FlB ZF 49]9n 700 ros NTA wa NIA NTA 9EOOs tUA WA WA WA WA 682Ws 88506- 1120914 CAPACITY(FROM THE TABLE)MINIM THE SELECTED 4ArchDis®3•Min.0.0.1 M 2a6A1gte COp9l(Flg 9) Teo me leo°» Seo lfxi 1580 me 16961114 6aD ms 6W®° wA 7solbs 748 Me 880104 tal3z ns sea m9 e49 us 7729104 MUWON.(TWILL YIALDA MINIMUM ANCHOR 3AMh0e @ 0.67'MUL U. UCUp.mlO.tOP Num.(FIG dk NIA WA NIA WA NIA N/A WA. NTA N/A WA WA NfA. WA 050912 CAPACITY WHICH MAY BE USED TO QUALIFY tArchOrI FCOp gay 19ams 195 W4 273 D1s 445 De 822106 738152 14082 177lbs 3701110 197 roe. 9929n '4749w 170 W9 221109 280 m% ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2 Anchoa®9.16'Mln O.Cl F•CU (RB 6k 200 me 360819 WA WA WA WA 180 UB NIA WA WA WA NTA 961 ros 442010, 660109 ANCHOR CAPACITY TABLE. complying vdth th0 P1011dt1 Building Codd -67-1$,65 Ao3xptnocc No 1.260' Fac Ilet ion Oat0 FIGURE 1: FlGURE 2: TABLE NOTES: By • • • • 1)SEE SHEET 1FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MiMI sai Dada Prbduat • • ON LOADING.SEESHEETS 2.4 FOR GENERAL INSTALLATION METHODS. - 57 t 1 I I I I f I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �4\,.•�SCENSg ''•C� FIGURE 3: _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' sir ;. ANGLE SHEETS 21-23.HOLES TO:BE DRILLED'IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ;;1 N".;;3/Oq • ® CLIP MUST 'SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ • • BE USED tc IN PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND •- -V tL{%. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL 624" `'A �Tr F� /�U FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF.0.55.ALUMINUM SHALL BE 11063-T5 AND BEAMINIMUM OF.100"THICKSTEEL STUDS TO BE A MINIMUM GRADE 33 AND '��'G�s`r•.�0,R•'\�`� • 045'THICK(18 GAUGE)•STRUCTURAL STEEL TO BE AT LEAST.125°THICK AND A38.ALL • 1.26'X 3.28"X.324° 7! • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION A.LfNNItJiI(.L�.R,P.E. #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#68705 e v�seLr U ® - TABLE 11A Mullion Capacity Table Obaffel' Opening VNdth((arv9AlceYyspamdngm101om)oropeningHe hit(orho7lzortellyspemdn9mWms) �'u��C aLL N 10in O 90 80TH BN 10 100 in 120N 'S40N 160N SOd C 7repfidong. R4den8wer Treprrd4n9. Reemn9uiar TlcpRfl0n9. o. RetUlgdm Treyhit,g. Rede.gater Trepffulig. Redenguier Tnp/frfmg. Reclaueuler Trep?dnrg. R4cielgWBr T/ap7Tda0g: RBctefto T/L..dang. Rech LoeSmg Leading LeedkV LaadmO Loed1.0 Px 1,26&394 Loedm9 La4dN9 Loedm9 Lewdmg Loading Loedme LoedOg Loaan9 LoaRmg Laadlrg Loacaie Lvm19g 6 x.024 Alum.Tube '� .. § .. '�.. �.-• �_ .. Tflhl Mullion g € F� E �� a € g� �€ �� e� s�iv vzea .1 R �12 is �a 42In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170,0 606 170.0 992 170.0 648 170.0 1516 170.0 621 170.0 7249 170.0 621 170.0 tde8 170.0 621 170.0 1736 170.0 621 170.0 1983 170.0 621 W dB in 170.0 708' 170.0 524 170.0 850 170.0 6% 170.0 992 170.0 830 170.0 1133 170.0 665 5711A 1275 116.0 677 1TOA td17 170.0 6W 170.0 1700 170.0 680 170.0 1883 170.0 660 710.0 2267 170.0 660 N 50.626N 170.0 7m 1709 563 170.0 896 170.0 531 170.01 1046 170.0 1 684 170.8 1195 110 W.0 723 570.0 1%5 710.0 747 170.0 14% 1700 769 170.0 1793 170.0 766 170.0 2082 170.0 7fi8 t70.0 2]ef t 0 170.0 641. t70.0 797 612 170.0 966- 170.0 691 170.0 1116 170.0 764 770.0 1276 170.0 003 170.0 1434 770.0 837 170.0 15% 170.0 656 1TOA 1919 170.0 661 170.0 2231 170.0 %1 160.2 2403 170.0 681 0 6010 170.0 685 170.0 705 170.0 1067 170.0 797 170.0 1210 170.9 878 170.0 id17 170.0 844 170.0 1594 17(1.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1083 110.3 218J 170.0 1063 128.8 2163 170.0 1063 tD J a 0 6310 770.0 930 570.0 745 170.0 1116 170.0 060 170.0 1302 170.0 %0 170.0 1488 170.0 5015 170.0 7613 170.0 fOTB 170.0 1859 170.0 5122 166.8 2060 170.0 1169 13d.5 2080 170.0 1171 117.7 2060 170.0 1177 g 661n 170.0 874 170.0 781 170.0 1169 110.0 9139 170.0 13% 170.0 7002 170.0 1668 170.0 1086 170.0 17b3 170.0 1165 170.0 1%8 170.0 1210 7830 1966 170.0 1276 122.6 1968 170.0 1288 107.2 1966 170.0 1286 Z t/)i4 p� � 7210 170.0 1683 170.0 678 170.0 1275 170.0 1008 170.0 1dB8 170.0 7128 170.0 7700 170.0 1Y.8 164.1 5734 170.0 1315 138.7 1774 189.8 1386 115.6 5738 155.9 1351 89.1 1734 150.4 1352 BS7 1736 160.2 1352 = � ,R Z 72In 170.0 5122 170.0 837 170.0 13d6 17(1.0 1080 168.6 1558 170.0 1209 147.4 1566 1652 1295 1]1.1 1656 1fi1.6 1265 117.9 1656 181.3 1x61 88.3 1656 128.7 1229 847 1558 122.3 1219 73.7 1556 1212 1216 II$ 78tH 770.0 1161 170.0 967 170.0 1381 170.0 1718 156.8 1477 169.] 1246 135A 1477 152.0 1224 121.2 1477 139.1 1208 108.1 1477 129.5 1191 809 tdT7 118.9 1169 77.9 1477 110.8 1158 892 tdT7 1093 116! � N � i.., %in td2.0 1110 548.6 986 716.4 1110 12J.9 sea 107.6 1710 1079 961 118.8 7110 9S3 938 18.9 1110 97S 822 71.0 1110 80.7 610 692 1110 71.3 891 50.7 1110 66.6 878 M.4 1110 82.7 970 I" x Z e6 in 117.0 91b 1x0.3 612 97.6 915 101.6 966 63.6 976 883 812 7J2 976 78.6 928 66.0 976 71.2 817 68.b 876 65.d 807 48.8 976 ST.d 769 41.8 816 623 716 36.6 976 d93 767 O 108N 922 771 81.0 696 683 711 10.7 605 68.7 771 61.3 67d 61,4 771 54.3 664 45.7 R7 49.0 665 dt.t 771 N.9 647 34.3 .771 369 632 29.4 771 3S0 821 2S7 Tft 32.d 612 N W�, p � 11110 75.7 7J0 77.3 865 63.1 790 66.0 850 63.1 736 56.3 %0 473 730 48.9 631 42.1 730 4S0 S22 37.8 730 41.1 614 31.6 730 36.6 600 27.0 730 319 589 217 730 28b 661 (yl X52 1201. 699 624 61.0 688 499 62d 612 we d2.B 62d 44.3 652 37.6 624 392 544 333 624 35.3 537 30.4 62d 322 637 28.0 628 27.7 619 x1A t+7d 28.6 509 10.7 824 22S 601 G' rn y IAA;. 34.7 433 35.1 400 28.8 433 28.4 395 24.8 433 2S4 390 2L7 433 x24 365 183 433 x0.0 361 17.3 d33 182 318 ¢ H S.tQO� ANCHOR CAPACITY ADJUSTMENT FORMULA: m TABLE 118 � � ��•�1� MehorCepeclry Table(Ws) ANCHOR CAP.,,,o,,,,,,, sumimla z7xCOMMA a6Bcmc. "Gam t-meaacMu FTWDDd Meta (DY)X� )=ANCHORCAP.,a v4•SSE[eo BIG Etco 1/C SSE1co N10Sfea 8128teel�Iszm oil stew MULLION CAP.,,,,.,,,, 5118'oeoPM USE THIS FORMULA TO OBTAIN THE-ANCHOR AncharC9p Peltema Nfchar ll'Pe 3NG Elco tmm an vd'EtoU0mcm1 ummeai BiG Elc010r30I1 v4•EkoUNacon Ag¢eGaor Ullmem AggreOaor Senv(s5)screw(C46) E IX818rca n) r z-vr r 2.1rr acre• r z-vz r z-vY r 34m- r OAW &W 0.32s CAPACITY REQUIREWCORRESPONDING TO AN Emhwtnent n 7.314• 15'4• lad• 1;Y4• Y t-v4• 1-vr. 1-714• 1•uc t-v4• 1.114• Y taa• taw vblea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amt.Ws®4.7G MIn O.C. SteMera orOlaet COp ifl9,tj 390 im 3901bs 490 ms ego OH 1544 0s 2700s 2801m S64IDs 7401m 374 ms Be41m %B ms 647 ms 442 Ito 1760 tm OPENING,WHEN IT IS LOWER THAN THE SELECTED 4 arehars®1.16•Mln O.C.f 918n06m(or aDegcBp(418 2j 480Im 700109 NIA WA NIA NIA 380 WB NfA WA tuA wa Nra 60209. 945 0s ?720 me CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arcinm®3•t4N C.C./(Q 2xfiAlgie CBp9/(Flq 3): 7660s 7801m 6900s 7560 ms 1490 ms Soo ms 660 m9 NIA 76000 7400s 880 ms 1882 ms 682. mms 7120 tm MULLION.RWILL YIELD AMINIMUM ANCHOR 4---0.64'MN.O.C.I U"Cilp,Im0.700•Amin.(Fl&4p N/A WA - WA N/A NIA twq NIA WA WA WA WA- N/A WA 126100 CAPACITY W HIGH MAY BE USED R QUALIFY 7ArcnorlEc9p(R9.67 796v 193 Me 22bm4 415mt Burnt 13609 146®9 lams No Its 79709 932m1 msDe no 09. 221 W5 -xoom+ AODITIONALANCHOROPTIONSFROM-THE PRDDUc3'RBVIS6D 2 Anc0Da 7.15•tun 6.wfm 85k 240615 3650% IUA WA N/A N/A 79f19n N/A WA WA . WA - WA 341 m9 94206 660 ms ANCHOR CAPACITY TABLE m complying with the Flw MB 7.260' Building Code�(p-0Z1$,.47 AceepfancoNo FIGURE 1: FIGURE 2: TABLE NOTES: _ Bxpitefon Dote /fA2) • • i)S 1SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION mMDodo rroducT ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 7 t 1 I I 111) i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ti��*rjdy•.... . ?/ze,i FIGURE 3: 3.94' ��•.•'vxc ENSN t.ft ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ;;i No•88705 .- ® , BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CO. TO ASTM C-90.WOOD SHALL %`S+•'. ti PA�.�a FIGURE 4: FLGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE • • 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �'� r��'••!;CUR4)�'•'•�(j` • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE LEAST.125'THICK AND A38.ALL ��SSJpi/•nl-v�+' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. f/ • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 5.2b X 3.94•X.62.0• A,LYNN MILLbR,P.E. MULLION FL P.E.#58705 • ='V,Ia'" TABLE 12A ® r Mulllon Ca achy Tabla Ibaft OpeningYYldth(for verb..06*81MIXII mull 12D IDgmlNorfs} #� SON BON loin SON 901n 100 in 1201, 1401, twin db• LLO R.WenWU TreP�118M. RetlmlgWer TrepfTdang• ReetwouNr Treprrdmg: Reetenguier Trepl7darg. R4alaApw Trep/Tdallg. Rectenguler T p Re e+ Tre�gn• Re cad ar Tre dng. Ree et Tragi. 0 4 2 x 4x.28 Loe®ee Loadng Lwd g L-d-9 toadlg L•Bdm Lwdng Loemn8 load8g Loedn9 �.111 1 n 51 1.1 11 11 41 it z o 42 N 170.0 820 170.0 435 170.0 744 170.0 478 170.0 886 170.0 608 170.0 982 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1738 170.0 829 170.0 1883 170.0 SL1 70.0 170.0 8 170.0 1, 624 1709 170.0 700 170.0 850 81 1 982 830 1 70.0 1133 170.0 981 170.0 1276 48 5709 877 170..0 1417 170.0 BBO 170.0 1700 170.0 880 170,0 1883 170.0 880 570.0 2287 170.0 880 ? _ w.62S1, 170.0 747 170.0 883 170.0 egg 170.0 831 170.0 1048 170.0 084 170.0 1!!11E0.0 1 723 1170.0113461170.0 747 170.0 1494 170.0 768 170.0 1783 770.0 768 170.0 2092 170.0 768 170.0 2391 ST0.0 768 U1 0 64 N 170.0 797 170.0 612 170.0 058 170.0 801 170.0 1116 170.0 744 170.0 1276 170.0 803 170.0 1434 770.0 037 170.0 1894 170.0 868 170.0 1813 170.0 881 170.0 2251 170.0 881 170.0 2660 770.0 881 m 801, 170.0 685 770.0 701 170.0 1083 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 fb81 170.0 998 170.0 1771 170.0 1033 170.0 2126 170.0-1083 170.0 2478 770.0 1083 180.8 2860 170.0 1081 � � J 831, 170.0 030 170.0 745 170.0 1118 170.0 BSO 770.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 7873 170.0 1078 170.0 1868 570.0 1122 770.0 2231 170.0 1189 168.7 2651 170.0 1771 p59 2653 170.0 1171 BBN 170.0 )74 170.0 789 170.0 7168 170.0 803 170.0 1384 170.0 1002 170.0 1558 170.0 1086 170.0 17537 1184 370.0 1848 170.0 1210 170.0 2338 170.0 7278 161.8 2437 170.0 1268 132.9 2437 170.0 1288 ` MN 170.0 1083 170.0 870 170.0 1275 170.0 1009 170.0 1488 170.0 5528 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2126 170.0 1387 146.6 2184 170.0 1488 424.8 2184 770.0 1628 1082 2184 170.0 1630 {2 LLLLLLy777JJJ 781, 170A 1112 170.0 037 170.0 1348 770.0 1080 170.0 1870 170,0 1209 170.0 1784 170.0 1322 585.1 19w 170.0 1427 140.8, 1980 170.0 1606 723.6 1880 181.8 )648 106.1 1880 184.0 1835 82.0 t8w 1627 1831 N c 781, 170.0 1161 170.0 987 170.0 1381 170.0 1118 170.0 1811 170.0 1260 170.0 1842 170.0 1388 1827 7681 170.0 1474 737.4 1881 581.1 1600 1149 1681 i4ZS 1473 882 iwt 138,8 7468 80.9 7881 137.8 1464 J gO N 170.0 1328 170.0 1144 148.1 1398 198.0 1218 127.8 1388 138.0 7188 111.8 1388 121.3 1578 98.4 1398 1103 1182 88.8 1388 1079-1147 749 1398 899 1112 03.0 1300 827 1705 80.8 1388 789 5088 Z ? Z N G gal. 547.4 1228 161.6 1088 112.8 {228 127.6 1078 105.3 1228 ti13 1081 g2. 7228 88.8 7014 81.0 1228 89.8 1020 73.7 1120 824 1018 81.4 1229 723 993 627 1228 869 077 46,1 1228 82.1 087 N N 0 O 1081, 103.8 871 100.8 677 88.3 971 80.0 882 74.0 871 773 048 184.7 977 88.4 837 67.6 071 81.6 826 61.8 971 88.6' gib A3.1 871 48.0 790 37.0 871 44.0 782 324 671 40.8 775 r 111 N 95.4 916 979 832 78.8 018 81.9 018 80.1 919�wl18 828 794 63.0 61958.7 8 . . 42289 910 371 732X201, 111A 788 76.8 718 020 788 849 709 93.8 78649.4 888 47.9 7a8 M.d 877 37.7 .6 888 31.6 7800 641 23.6 786 28A 831 !44 N 43.7 848 412 604 36.4 640 37.0 480 312 84840 282 465 24.3 690 26.3 470 21.8 048 220 474 183 648 18.8 484 109 648 172 446 13.7 616 16.5 MB Q N ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 AR TABLE 126 ANCFIOR CAP. ,,, AnohorCapacl TabI90b•) ( ANCHORCAP.- Subeaala 27kCDMIde 36kCtt7t. HoOoxtXdU FnetlCMU PTWoud Mt481 (D_)X`MULLIONCAP.,�",,,")� NiC Elto v4'SS Etc 5r1e•Etco 114'SS Bte 010 S1Cd 0123twl 072 Slael Antes Type 316"mco u0r4ctn v4'Eko umacon UBmton 3/16•M7.lta_w v4•Ekouftmon � UK-- AggreGeiw serev(G5)strear(G5) Sum(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor CUP Patt6m• CAPACITY REQUIRED"CORRESPONDING TO AN EOge Dlsl8rce8n) 1• 2-vr 1" 2•v2 3tra t' 2•t/2 7• 2-v2' 2 s•trtr 2' o.m' 0.54' %Im" ACTUAL PRESSURE REQUIREMENT FOR THE EIn11BnOw1 n i51d• 15/4• 1.174• 13'4' Y 1-v4• 1-vd' 1.714• t-v4' 1.14' 1.114' 2 1.3'8' 1518' 73des 2 Anttnls®474 MIM O.C.I StenOaN oro6el CBp(FI¢762) 390 Ns 380 ma abo ws 890 an 1644 Ins 2701. 280110 36d Ns 7ao1m 37a ros ead 9a tw8 ms adt ros d4z en me OPENING, CITGY(FROM THE TABLE)O7 F TNHE SELECTEDN d Arceaf6®2.68•Min O c.f 91•Idald(ar Otaet)CeP 0'1&3) 740 Ws 7�Ina GID ms 740.5 nxi 1424 Du N/A 5w me 1,w mslm NIA Bw a8 WA w2ms B&i ro3 1120 e• MILLION.IT WILL YIELD A MINIMUM ANCHOR 6 AMW8®1.71•MN O.C./SlamaO(ar Owef)Clip(FI9.4) 886 m8 050 768 lbs 1B48IDS NIA WA 706 fb8 NIA 788108 N/A WA WA 1022108 732/Iw 1880 CAPACITY WHICH MAY BE USED TO QUALIFY 4 Arcaors®9'MN.O.C./(2)2r6Arg1eC9ps/1fl95) 78oroa 7 Geo ros75w ros .tees Ns oms 6w ma. NIA .Tao lbs 748 ms' ew ms tee2 ros w2ros 889 ars 7720 D9 ADDITIONAL ANCHOR OPTIONS FROM THE BArceDr4®3'MIn.O.C./(27218 AIgIeCOps!(Fl86) 7170 pp 1770Iw tO20m9 23x0 m8 28d4 ms a 840p 1,07 - 1140 e6 1122 B18 13201bs 289eIw tt721w 1327 @e '1680 ms ANCHOR CAPACITY TABLE 3Arcl1o1s�1.94'MN.O.C./U tpp,Wo.12ff Altml.O't07p NIA WA NIA WA MVA NIA WA NIA NIA NIA WA WA 1,01 WA PRODUCT REVISED BArchOR®0.66'MN.O.C./UZnp,Nto.126'Amm.(Rg.8) N!A WA CUA WA' WA NIA WA NIA WA as Complying CUA WA NIA WA WA 21 lw tvIth dw FIMI& 2Aralnrs®268'Mlrt O.CI FCOp(R&ep 370 m3 370 ms 318 ms 743 tw 712 MS NIA 2w Rx 1,!A 348" NIA 440108 WA 371 Ots 442 rob 660 roe DU7ldblg C01 ,6-0218.0$ 3Arcipia®1.71'MN.O.C.1 F•(SIp({79s 10) 443 ros 675 ros 379 Ins 973IW NIA N/A 363108 NIA 996Itn NW WA - WA 811 ms 064 m% 840146 Acwptenw Expiwli Date NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (:.,::)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. D 2.000' Mieln Dade PtodoCl CAa FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: tt7111I171r1/ • • • • e • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 2b FOR INFORMATION ON LOADING.SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. �'�t:•''�)CENSg '•.`P FIGURES: FIGURE B: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.000" •It 14u.60705 EA _ • • • • 2b0' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE bRILLD IN • • • • THEFIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE .D u•' It^'� �p L`•` S LOCATIONS. � � • ROUT-FILLED CONCRETE BLOCK UNIT •.FlOR7UF.••.Ci': FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND G .... r•w • •• • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. 2•X 4•X.25 MULuoN �T1s51(�N MUST BE USED ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 A.LY�NItJIIL�.E7R,P.E. • :: • • IN BE US GAUGE).STRUCTURAL STEEL TO BE AT LEAST..126 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW FL P.E.#58705 THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-S S.S.OR 410 S.S. ^ �Q � nS 'SILL GE TABLE 138 r Mullion Ca ao Table beAt° ®�� Opening Width(torwt9Ca1N-sparn9 m4Nons)or opening Hetgh4(torinrizoNe6y sparring mullions)' � B 60 In 80 in 701n gp lir 00In 100 in 120 in 1401n 180 M p Rec�neWer Trepr7danB� Ractangl8or Tftfilmo. Re41enOWm Traprdwf8: Reclenufar Trepr7dan0. MllleV�11.isld111 .' .Reo(ef�gi/er TmWrrlen& fieoleo8ut� Tre �9. ReL e�er Tre anenB. ReoLw � g q t -2 x 8 x.26 Loading Lading_ LoaOng L°adtn9 1•°a8n0 L44drrB Loading, f.mdur0 Lading L09r900 L09d1n9 gY U Atum.Tube '� 11a. �$ t � � 0170.0 BB2 170.0 5181 770.0 1240 170.0 821 170.0 1488 170.0 621 170.0 1738 170.0 821 170.0 1883 170.0 821 � S � N 48 W 170.0 708 170.0 624 170.0 850 170.0 1414 170.0 982 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1411 170.0 860 170.0 1700 170.0 880 170.0 1883 170.0 880 170.0 2287 170.0 880 llJ tD so.6z5m 170.0 747 170.0 683 170.0 898 170.0 831 770.0 1048 170.0 884 170.0 1185 170.0 723 1708 134b 170.11 747 170.0 1494 170.0 758 170.0 1703 170.0 758 170.0 2082 170.0 788 3700 2381 1708 768 (7 S4N 170.0 787 170.0 812 170.0 868 170.0 885 170.0 1118 170.0 784 170.0 1275 170.0 BOS 770.0 1434 770.0 837 170.0 1694 170.0 858 170.0 1913 1708 881 170-0 2231 170.0 681 170.0 2550 170.0 BBt J BON 1708 b8S 170.0 701 170.0 1083 170.0 787 170.0 7240 170.0 870 170.0 7417 170.0 844 170.0 1684 17(1.0 988 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2478 170.0 1083 170.0 2833 170.0 1003 J 83M 170.0 B3O 170.0 745 170.0 1118 170.0 880 170.0 1302 1700 840 776.0 1488 170.0 1015 170.0. 1873 170.0 1078 170.0 1858 170.0 1172 170.0 7231 170.0 1189 170.0 2803 170.0 Si71 170.0 2878 170.0 1171 Z 88N 170.0 874 170.0 789 170.0 1189 170.0 803 170.0 1381 170.0 1002 170.0 1558 970.0 1088 170.0 1753 170.0 1165 770.0 1948 170.0 1210 1700 2338 370.0 1276 170.0 2727 170.0 1286 1708 9117 170.0 1288 ttfl�]) ge` . 72 in 170.0 1083 170.0 878 170.0 1275 170.0 7008 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1813 170.0 1316. 170.0 2126 1708 1387 170.0 2660 170.0 7488 170.0 2876 170.0 1828 170.0 3400 770.0 1530 a ($ZL 7 nY J 78N fl0.0 1171 170.0 837 170.0 1340 170.0 7080 170.0 1670 170.0 1208 1708 1784 170.0 1322 170.0 2018 170.0 1421 170.0 2243 170.0 1606 170.0 2892 170.0 1828 170.0 3110 170.0 1894 170.0 3589 1700 1705 3c Y 7867 170.0 1161 170A 887 170.0 1381 170.0 U18 170.0 1811 170.0 1250 170.0 1842 170.0 13641 770.0 2072 110.0 1474 170.0 2302 170.0 1584 1700 2783 170.0 1700 170.0 3223 770.0 1777 770.0 3883 170.0 1788 �, J 901n 170.0 1328 170.0 1144 170.0 1684 110.0 1328 170.0 1858 170.0 1488 170.0 .2726 170.0 f853 170.0 2381 170.0 1783 7708 2858 170.0 1818 170.0 3188 170.0 2126 158.0 3413 170.0 2273 1388 3113 770.0 2581 7 `� go in 170.0 1437 170.0 1232 170.0 1700 170.0 1434 170.0 19831t70A ie22 170.0 2287 170.0 1794 1700 2860 170.0 1852 170.0 2833 170.0 2085 180.0 3188 170.0 2338 137.1 3189 1888 2470. 120.0 3188 15&1 2428 N O Q 1081n 170.0 1$94 170.0 1408 170.0 1013 170.0 1847 170.0 ?231 170.0 1870 170.0 2560 170.0 2078 184.6 2781 170.0 2271 148.3 2785 181.9 2333 123.8 2781 140.d 2287 105.8 2781 728.8 ?234 92.7 2781 116.0 2180 X III in 170.0 1838 170.0 1/54 170.0 1088 170.0 1700 770.0 2283 17--0 1932 170.0 2821 170.0 2749 1579 2832 182.3 2248 138.8 2832 148.4 2218 113.8 2832 128.4 2108 87.0 2872 115.1 2128 85.4 2832 108.3 2080 120N 170.0 1771 170.0 1888 170.0 2126 170.0 1859 1d4.4 7262 158.8 1991 133J 2252 141.4 1884 120.1 2282 1272 1938 108.1 2282 118.1 1915 80.1 7252 89.8 1072 772 2252 B&9 1836 87.6 2252 et.d 1608 to � 114 N 125.1 1584 128.8 N45 104.3 1584 100.1 1425 88.4 1684 BS9 1407 782 1681 80.7 1380 89.5 1684 72.3 1373 82.0 1584 All? 1358 62.1 5564 68.0 1330 44.7 1881 482 1305 39.1 1864 44.4 1283 N ANCHOR CAPACITY ADJUSTMENT FORMULA: D' � TABLE 138 Anchor Ca acl Table ba ANCHOR CAP.,,,,,,,, Ronow cMu FlBed CmU PT Wend Metal (DP)X_ =ANCHOR CAP.,,, Butalrete: 2.7k cmrete 3•Sk Cors. MULLION CAP.,,•.: Sits'Ll", 114.88 Eloo 5118'8140 V4'SS Elbo 010 Sleet 91281eai e128ferJ ArwhmTYPa: 3r18•Elbo Ul6aeon V4'Ew uwww tOOBomr vie•Ebo Ultreaon V4'EWO Ultrecan Agpre69ior UOreean AW.paten SMI(05)genes(051 strew(OS) USE THIS FORMULA TO OBTAIN THE ANCHOR Anchor Clip Panome o.ae• - 0.54• o3a7• CAPACITY REQUIRED-CORRESPONDING 70 AN Edp Distenae(ln} 1- 2.1/7 1• 2.12' 3-VB' - 1• 2.7lY 1• 2.12' Y 3.158' r Emlredrnent(ink 1�/<' 7.W 5.354' 1.3(4' r 1-v4• i-v4' 1-774 1.1/4• t-1/4• 1.114• r tang' Tang• fades ACTUAL PRESSURE s LOWERTHAT FOR THE go ms 4 Anboae®tw MWOO.C,1 tmido rd Somet 084eq Capt(FIG.31 380 Om. 7801be 90010¢ 17801Ds 3232 Ws 540160 680 Ws 768 Oro 14480 Wa 748 tbs 1227721me i8921bS 682 Me 341 48W W 1120160 CAPACITY ROM42 W OPENING,WHEN ITHE TABLE)OF THE SELECUTFJ) BAnchcal®1.71'MN.O.C./San=.(mO0se1)Cip(Fl0•bk 1180160 1403 ro0 tato WO 25851os WA WA 84011u. WA YOBS ibe WA� WA WA 1383910 17701bs 2240 roe MULLION.ITWILLYIELD MINIMUM ANCHOR 4Arwhas d0 3•Alin.0.0.1(2)2re A.&COpO t(FIp.S): Tao fke 780 Ws 880lbs 1B601av 18981o� 84016s Boom WA 780 Ws 746 Me 8¢0 the 18920u 082 D>s BBS Ib0 7120 Wi CAPACITY WHICH MAYBE USED R QUALIFY e A.hw-d9 T Min O.C.1('L)246Angie glpe/lFle•Br 1800160 7rfaD Ws 7380 Ws 31201W 3782 We 1080 Ws 7120 Wa WA ib20I68 1498 0a 1780 WS 3784 Ws 13831os 17M ID9 2246 tbs ADDITIONAL ANCHOR OPTIONS FROM THE PRFiOUCI REV ISBD 12 Arohae�lA•Min.O.C-1(2)2K5 Anpla CRpOI(Fq•7): 16806m 2500160 1440100 37801oe WA WA 1320 W0 .WA 15001bs WA WA WA - 204B9m 2861 otS 33800>e ANCHOR CAPACITY TABLE. 4 Arofmre®134'bun-O.C./771218.Wto.125'Alum.(Fq.8): WA WA WA WA WA WA WA WA WA WA. WA WA -WA WA 1430 Wa oS co roll Code d with th•IrlOrtlm e Anahore®0.84'Mtn.O-0.I 1tCJIP,WIo.126'Alum.(Flo.B): WA WA WA WA WA WA WA WA WA WA WA NIA WA WA 2881 Ws h+--'2.000•-"1 Accc nS..No 2ArroflaS®488'Ain.O.C!FCBp ft,10):::: 390Ws 390 We 450 Wa 890 His Isis P. 270 Ws 2801be 334 We 740 Ws 374 lbs 838 0m 948 Ws 341 0 v 4421b0 6801n$ ,260' ` 4 Ancnme 1.11•Ain.O.CI (M9.I IF b90 Ws 70D m 805 Ws 1208 lbs WA WA 470160 WA 833 NS WA WA WA 882 Ws 885Iha 1120 Wa BY NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: M)am do Frodua ' 11}111IIlll FIGURE 1: FIGURE 2• FIGURE 3: FIGURE 4: FIGURE 8: FIGURE e:FIGURE 10: FIGURE 11: -7)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON `\\ `,% 1 • • • • • • ° °• • • LOADING..SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 8.000' Z, T. •.it�� .• • •• • =-Pr 1 Flo,58705 r • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACTS RESTRICTIONS S,SEE SHEETS • • • • • •• • • 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON // t -�'rY FIGURE e: FIGURE 7- SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.- •O1.//(' �I�iP FIGURE 8: ANGLE 111"TYY • • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ?70'•, 5 ATL OF ' (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED �('• '•.,FI,pR74?;••' U • • • • • • o • 6-7) YELLOW SOUTHERN PINE Wi7H AN SG OF 0.65.ALUMINUM SHALL BE 8083.T6AND BEAMINIMUM OF.125" �'i�Csur' •"' rpt`�� MUST BE THICK.STEEL STUDS IN BEA MINIMUM GRADE 33 AND,0W THICK(18 GAUGE).STRUCTURAL STEED-TON/:�- • • a • • e • • USED M BEAT LEAST A 26'THICK AND A36:ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X B`X.25* A.L111VfJr(J(ILL�R,P.E. PAIRS. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#68705 JIi-,n6 ) TABLE UA ® MuMullion Capactty Table IbatH° a! OpeningWldth(forver6cally-6penri mutons)orOpening HetBht(for Fadzonlelty-9perclrgmUNons) �g� a 50 In BD In 70N 80N 9Din t00N 120N 140N 180N o R.W.Vular Tmprdarg• RaotargWar Tre'B. RLOaadn8W8r Trepf7ddLoadre R War Tree. Reo� er 7 dL"are. R L.Wbvr Trec R�ar TreLcaw dT Redl� Tree. RecLoadI TreL�re. Ila: 1.28"x 2.11" L,dbv Loaning Z 111 f I! I, I I, T 133 ubeMull �' U) TO 1 11g o J ILI 42N 1442 628 107.0 428 120.2 628 14&B 419 103A 528 138.9 414 80.1 628 134.8 411 80.1 6� 1%1 411 T21 828 1%1 411 8&1 628 134.7 411 61.6 626 134.1 411 4&1 826 7341 41 S 46N 9&8 403 108.0 333 80.6 403 847 326 6&0 403 88.4 320 BR4 403 81.4 317 E3.7 403 7&5 318 4&3 403 7&6 314 40.3403 78.6 314 346 403 78.8 314 30.2 403 7&8 374 g W o� 0 6&826N 823 382 81,0 3D1 88.8 362 7&3 284 3&8 362 71.9 288 61.8 382 873 26B 4S7 362 e4.e 28441.2 382 83.8 293 343 382 83.6 283 ?B.d 362 83.5 283 26.7 362 63.6 29 84 N 87.8 318 74.1 267 6&6 318 84.2 281 4&B 316 67.7 256 424 318 63.6 263 37.7 318 60.8 230 338 318 49.6 249 2&3 316 49.1 298 24.2 378 48.1 248 21.2 378 48.1. 240 j 60 N 4&B 25B 631 218 413 268 45.7 214 3S3 288 40.7 210 30.9 259 37.2 207 27.5 268 '34.8 204 2A.7 266 33.4 203 20.6 266 322 261 17.7 288 322 201 1&5 288 322 201 111 � p 83 N 427 234 4S8 200 35.8 234 39.1 185 3D.6 234 34.7 182 28.T 234 31.8 589 23.7 234 28.4 186 21.4 234 -2&0 184 17.8 234 26.8 783 1S3 234 26.5 183 18.4 234 26.6 783 = N 68 b 37.2 213 3&4 183 31.0 213 327 178 2&B 213 28.8 178 23.2 213 27.0 173 ffi8 253 26.1 170 18.8 213 23.7 1� 78.6 213 222 107 73.3 213 YLO 188 17.8 213 220 168 j 72N 2&8 179 30.1 166 238 178 2S8 16290A 178.4 22.6 148 17.8 178 20.3 147 18.8 179 1&7 146 yll� T8 N 243 181 25.4 140 213 181 21.8 137 17.4 181 1&0 538 5&2 181 17.D 133 Q '7 76 in 1 226 152 23.6 133 1&8 1 162 19.8 1 137 1 1&1 1 162 1 17.6 I I I ~ ¢ O TABLE14B gNCHOR CAPACITY ADJUSTMENT FORMULA: � X � o 0 AnchorCepeclty Table Ube) ANCHOR CAP.o�r RoBorf cMu Fmedcelu PT Wood Metal (a )X� )=ANCHOR CAP. som9ate 2.7k COMWO 3.Bk cat. MULLION CAP.,, ° N nj 61f5Eko 174•saEko site*Elco U418sEIt0 00U)SUd 9t2steel 912SIeet USE THIS FORMULA TO OBTAIN THE'ANCHOR Y Y Ammt M't7pQ 3'IS-MCGUllratat Ur Elco UUM03 UGrxm 3n6•EkOUBmeOn 114Ek0 NU3Ca1 AggeC�IM ulfacon AgWEGSM Screw(G5)6Crel1'(G5) straw((i5J Anchor II Pette ns CAPACITY REQUIRED"CORRESPONDING TO AN r X Edge Mums 6n): r 2.12' r avx 3-tI8' t• z•vr t• aur r �vtr 2 I&e e.6a• o.a24• ACTUAL PRESSURE REQUIREMENT FOR THE Emha3nml MT W. 13fd• 1.N4 1314 r 1-v4• 1-L4• 1.1/4' 1.114' 1-11d• 1.71d• z 1.3+8• 1370' Yd4e8OPENING,WHEN U N Z N 4Art tnis®3•M81 O.C.!12I2r5Arpk Gaps/(Fla 1) 780 tas leo wa 6Bo1Ds 1660 Ns 11 las 640 ms 860IDs WA 760 Orb 7de Ins BBO IOs 5 Ots 682 Rrs 96696 1430 CAPACITY FROMITHE TABLE)07FFTTHES SELECTED 0. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 286°-rl PRODUCT REVISBD SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I os-plying with the Florkh� veil pla Coda(�-0x�•4*3 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Atooptaere No iralionDal MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE:FOR EXACT DIMENSIONS,SEE SHEETS 21-23. FIGURE 1• Exp 3) By • • - �. HOLES TO BE DRILLED IN THE FIF10 FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2118" M Dade Product FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IIL '%J11111 r ANGLE CLIP MUST BE USE IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED PRESSURE-TREATEDCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATT i\� YELLOW SOUTHERN PINE W ITH AN SG OF 0.66.ALUMINUM SHALL BE W63-TS AND BE A MINIMUM OF.125 ti .•� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 08 GAUGE).STRUCTURAL STEEL TO BEAT 1.25 X 2.11'X.125 MULLION _ a X8705 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) N THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, S.S.OR 410 B.S. sllkfc OF S/0N111L A.LYNP.E. ° 1 ^ w 0"LJ 9 U L FL P.E.#58705 TABLE15A Mullion Capaoity Table(ibs Opening YLldth(forvatliCelly-Bperring mtmans)or Opening Holght(for IgtizorllBQy spltrning mt Ottrts) 0 70N HON 80N 1001n 120N 140 In 180N p 54 In BON ReoNttgWer Trep?dattg. RmtongWm TtWyg ng. QY°' Rrstanldm TmPmam. RaetangWer TmPrldth9. ReotengWar 7YeNrdene. ReotenBdar TmwAnng. RnoNnptlar TrepRd�• �IBtgWe7 Trete. Reo1�aR„ L0'ling �" Luting Loadtre tnedn0 ii � Loafing LOadne LoadNg I.�dNg toadn9 Lowing Loadtt9 Loa6Ng 326"30 L08� _ cel BAY gam,_YMULL MULcY� (may¢ 3 �3 y�r $ $6 Bye[ 7�$�[ Z � m g d s Z d a 6L. day f gE' d t2 a W IL 42N 170.0 820 170.0 438 170.0 744 170.0 478 170.0 BBB 170.0 508 770.0 8B2 170.0 819 170.0 1118 170.0 521 170.0 1240 170.0 821 170.0 1488 970.0 821 170.0 1738 170.0 82l 149.1 1740 170.0 821 � � N 40 N 170A 700 170.0 824 170.0 050 170.0 884 170.0 882 770.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 880 1622 1622 770.0 880 130.6 1822 170.0 880 1142 1872 170.0 880 m O 80.626In 170A 747 770.0 883 170.0 898 170A 831 770.0 1046 170.0 804 170.0 1198 170.0 723 170.0 1348 170.0 747 1812 1443 170.0 768 1389 1143 170.0 788. 117.3 1413 170.0 798 102.8 1443 170.0 780 64N 170.0 797 170,0 612 170.0 958 170.0 881 170.0 1110 170.0 704 170.0 127b 170.0 803 180.4 1353 170.0 837 144.3 1363. 170.0 858 120.3 1363 170.0 881 tOS.1 1363 170.0 tWi 902 1363 170.0 881 to N BON 170.0 886 170.0 701 770.0 1083 170.0 707 187.0 1218 170.0 870 148.1 1210 170.0 844 728.8 1218 150.8 838 118.8 1218 182.1 824 87.1 1218 148.7 813 03.6 1218 148.1 013 73.1 1210 1/8.1 813 Z ro BSN 170.0 830 170.0 745 170.0 1118 170.0 650 160.2 1160 188.8 933 131.4 1160 163.0 014 118.8 1160 141.8 898 J08.1 1180 1342 885 07.0 1160 128.7 871 76.7 1160 1282 870 BS.T 1180 1282 070 co 68N 170.0 874 170.0 789 162.4 1048 185.8 801 130.8 1048 148.8 684 914.3 1018 133.1 BSO 101.8 1048 123.4 839 81.4 t048 118.8 830 782 IadB 108.1 821 88.3 1046 1082 518 87.1 1048 108.2 818 j J 72N 140.8 880 1179 784 117.4 880 128.0 740 100.8 860 110.8 734 86.0 880 100.0 7Y1 70.2 080 820 712 70.4 BBD BH2 703 88.7 880 782 693 80.3 8H9 78.6 888 44.0 880 78.4 868 Q � r � Jr Q 78N 118.7 790 126,1 fi90 09.8 790 100.4 076 85.5 1 780 1 83.3 683 74.8 780 83.0 882 BB.9 790 76.0 813 60.8 780 71.7 8311 489 700 85.1 824 42.8 700 BZ1 819 37.4 790 81.8 817 '5S N 110.8 780 118.8 887 02.3 760 98.1 BM 7878.1 750 85.9 W2 69.2 750 77.1 821 819 760 70.8 812 66.4 76D 66.7 H09 482 760 69.4 094 39.8 780 682 606 34.6 760 R.8 8gg m .O 90N 721 803 74A WO 80.1 883 S29 491 61.6 683 64.8 403 43.1 883 46.9 478 40.1 883 44.4 480 38.1 883 40.9 IB2 30.0 683 382 462 26.8 683 33.3 445 22b 603 31.8 442 fA � � 88N 68.4 49S 81.1 443 49.6 496 61.6 435 42.4 195 44.8 427 37.1 486 309 421 33.0 49 36.1 if9 28.749$ 332 408 24.8 496 20.1 400 212 498 28.8 384 18.8 496 28.0 390 108 N 41.7 391 429 353 34.8 381 35.9 348 28.8 391 31.1 342 28.1 391 27.8 337 232 391 24.9 333 20.9 301 22.6 328 17.4 381 10.7 321 149 391 17.8 396 Q, WO U tit N 35.4 370 382 335 32.0 370 31.0 330 27A 370 20.8 326 24.0 370 28.3 320 21.4 370 22.8 318 192 370 209 312 10.0 370 18.1 308 M Z O 120 N 30,4 317 30.9 289 25.3 517 28.0 281 21.7 317 225 280 19.0 317 19.9 278 18.0 317 17.0 273 CL g 144 N 179 220 17.8 203 P •� ANCHOR CAPACITYADJU8TMENTFORMULA: ddd 66� •� TABLE I5B Anchor Ce Bcl Table a ANCHOR CAP�•_)=ANCHOR CAP.,, atd141m1a 2.7k Cdprele 3Sk Cont. HoBaN lY4U FOlad CMU PT Waal Metal (DIR-)X(MULLION CAP.,,,,,,,,,/ 6t18•EWo 114.88 E1eo 5t18'Ebo 1Ff'SS Etao 6fO 81e81 0128tee1 B728teel AnOhoflype. 3176•FJoO umaoon Us Eka tniracan uloamt ins•Elco tnirenon v4•ElnO uwnnon t�preoata. � Apgre0atol eoretr tog)Boraw(05) acretY(os) USE THIS FORMULA TO OBTAIN 'ANCHOR AnohorCgp PaBems CAPACITY REQUIRED"CORRESPONDING T NG H ANEdge Dlamrtoe lbk 1' 2.12' t• 2.12' 3-118• t' 2-t7 t• 2.12' -2• 3-118' 2• 0.48• 0.54' 0.324• ACTUAL PRESSURE REQUIREMENT FORTHE Embedment Mk tater• terra• f-ver• T 1at4• t-tr4• t-u4•. t•v4• t-114• t-fro• r 7.378• fare' �� CAPACITY(FROM THE TABU OF THE SELECTED 2 Attehore®6•Mtn.O.C.I(212r6An91e mbOdt erdT.tC Hts 3901ba 450 Sts ego Ws 1700 08 270 0s 2801Da 361 Wer 740 Ota 37 Ibs 720 lbs 040 Ws -347 wa 4421W Seo[bs OPENING,WHEN ITIS LOWER THAN THE MULLION 4 Ancbae 3.8'Min.o.C./(41"' )215 Atgle CBDa t(Fq.2): 780 Bu 780 wa 790 ma feTo Ib9 z5z51bs 540 Ota 580 t6a wA 1120 Ws Toe lb4 080 ws feet ros eel sera 1ba tf2o CAPACITY WHICH MAY BE USED 70 QUALIFY 8 A+tanaa®2.71•Min.0.0.7(2)M.ntgte CODs!(Fig'3X 1120 Ota 1120 Ota 988lbs 2246 lbs 273d Wer t4/A BIO ibs WA 10491ha NIA 1320 ms WA 1022 ros 1327 ros 18s01bs MULLION.R WILL YIELD A MINIMUM ANCHOR ADDITIONAL ANCHOR OPTIONS FROM THE PR8.3DUCTREVISED ANCHOR CAPACITY TABLE as complying with Itte Fib" - BuRding Code FIGURE 1: TABLE NOTES: Acmitzo° io lc•o t8•p3 Ir0lion lkda, QQZf 1)SEE SHEET 1 FOR INSTRUCTIONS AL USING TABLES-AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS&4 FOR GENERAL INSTALLATION METHODS. � NjI Daft prpdypt 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. t t t 11 119 t t FIGURE 2- _ .126° / �� ( EXACT DIMENSIONS,SEE SHEETS 21-23. 3)MULLl01J AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR �• �aU.•��GFPlS/- '• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.250' Y?o.58(05 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r•:/-��: H FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED u /- -'+� 0 YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8063-T6 AND BE A MINIMUM OF.126° • • • • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°BAY )1 OF /{r' ti LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LFAST 3 SCREW THREADS BEYOND MULLION ','X, .FCO......•C'\ THE MATERIAL R70&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. - A.LYNN #687,P.E. FL P.E.#587175 TABLE 16Atr mullion CapacivTable betR2 �ffiC a Opening LMdth(for ver6ca*spen irg muliorm)or opening}Ieight(forhorizorta speMrg mull ons) $ 50 81 60 In 701n BO N SON 100 in 120 In 1401n 180 M Recterf9lder TwptTdmlg. R6olenOWer TwpTdarr9• Re0laVdar TMOT19M. Redangder TwP'rden0. Ractengttler TrepTdmfg. 4 Reclen9uler TwNTdeng- ReNazrgWer TrafYrdeag. fleofengder Tref ng Reaienag �nd g Loading LoadnO LoadnO LoeanO Lnaft LoOa.0 Londne Lowing Loadln8 l.oedn8 x 326"46 Loft Loada9 Lmang Lomb-3 Loeda9 BAYMULL Lia I & 1 1 h �Tlfilli �1 421 � 1 1 1 1z N w w 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 BBB 170.0 608 170.0 982 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 b21 170.0 1488 170.0 621 170.0 7735 170.0 b21 180.3 1871 170.0 825 = _ 43 N 170.0 708 170.0 624 170.0 850 170.0 684 170.0 392 170.0 830 1780 1133 170.0 Sgt 170.0 1275 170.0 877 170.0 1417 170.0' 0BA 183:7 1837 170.0 880 140.3 1037 170.0 580 1228 1837 170.0 830 g ar 0) 50.825In 170.0 747 170.0 683 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 1195 170.0 72.1 170.0 1345 .170.0 717 170.0 1494 170.0 750 147.1 1552 170.0 758 128.1 1552 170.0 768 110.4 1652 170.0 758 O 841n 170.0 797 170.0 612 770.0 068 170.0 891 170.0 1110 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 1552 14b5 170.0 858 f29.3 1456 170.0 881 110.8 7466 170.0 687 011.0 1455 170.0 881 Im=-• J 801. 170.0 888 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 378 157.1 1300 170.0 844 139.7 1308 170.0 898 126.7 1308 183.5 994 104.8 1300 1521 982 89.8 1309 167.1 882 78.3157.7 802 (� J 63 to 170.0 930 170.0 745 170.0 1118 170.0 850 1829 1247 170.0 940 142.5 1247 184.5 861 128.7 1247 1828 835 414.0 1247 1!14,3 362 B&0 t24T 1382 838 81.4 1247 135.7 035 71.3 1247 13&7 035 Z m 88 to 170.8 074 170.0 739 170.0 1189 170.0 903 148.4 1790 183:7 885 120.0 1190 147.0 845 llsA 1180 13&(i 328 103.9 NBO 72&1 914 8&8 111q 110.b 898 74:2 1100 118.1 893 84.0 1180 118.1 833 t T2In 181.0 1010 189.8 877 134.7 1010 144.0 863 11&4 1010 1272 842 101.0 1010 114.7 828 e&8 1010 f05.8 317 80.8 1010 08.0 807 873 1010 BOA 798 6'1.7 1010 87.8 780 60.6 1010 87.7 789 78 N 137.4 908 143.6 792 114.5 908 7220 775 98.1 906 107.1 781 Bi.& 808 982 748 78.3 808 882 738 86.7 903 82.3 729 67.3 908 74.7 7t8 48.1 808 712 710 429 908 70.8 TOB Q Q O 7861 127.1 831 132.5 784 505.0 381 1125 738 80.8 601 88.0 725 79.4 881 88.6 713 70.11 581 81.0 703 83A 861 75.4 884 b3.0 BBt 88.1 881 45.4 381 84.8 876 3&T 681 63.7 872 90 N 82.7 848 115.4 b74 8&9 848 725 584 59.1 Bog 628 354 51.7 840 68.1 545 46,0 848 90A 637 41.4 848 A7.0 530 34A 848 41.5 513 20A 846 38.2 511 2&0 815 38.8 607 Ln UJ 0 ,O W N 882 608 70.1 508 58A 638 50.1 490 48.7 588 St.4 491 428 688 45.8 483 37A 588 41.4 478 34.1 663 3&1 470 26.4 588 33.4 459 Ml 688 30.6 462 21.3 583 28.7 447 108 Fn 47.8 443 48.8 406 39.9 4411 412 388 34.2 449 33.7 303 28.8 Mg 31.7 357 26.6 449 28.6 382 23.0 M9 2&1 371 20.0 440 22.7 388 17.1 NB 20.4 381 16.0 449 18A 358 0 111 k1 44.1 426 4b.0 386 38,8 425 37.9 370 31.6 428 328 373 27.8 425 20.1 367 24.5 425 202 302 221 428 24.0 38& 1&4 426 20.7 060 18.8 426 1&8 313 U Z. Q 1201n 34.9 381 35.5 331 29.1 384 28.8 6 24.0 364 28.8 321 21.6 364 22.8 317 1H.4 384 20.5 313 17.b 394 1&7 309 d 144In 20.2 253 20.4 233 1$.8 263 17.1 230 Im A ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE 168 Anchor apacity Table ba ANCHOR CAP.,,,,,,, _ ANCHOR CAP.- Sobslwle: 27k C-Me 3.5k Corm. HoOow CMu FiDed CMU PT Wood Meml (D )X\MULLION CAP.,,,,,,,,r,. 418•FJoo bo 5118•Elco 1/4'8S Ebo BIO 9leel 012 Bleel 0128tea Aranarypm 3/16•Etoo UlMon 114•Ekn Umam N,wo. 311AggmGalar Ultm on 8'Eko Ulira4on 114•FUao t/4•SS E UOreoon gptleGetar sorely I05)8oww(GS) S4tefl(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor CUP Patteme CAPACITY REQUIRED'CORRESPONDING TO AN Edge tAffimme lkrY 1•• 2-12• t• 2.12• 3.113' 1• 2-7r2' t' 2.12` T 3.18 r 0.48• 0.64' 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Emi>edneet MY t•3l4• 1-3/4• 1.3/4' 1.314• r 1.114• t-v4• 1-114' 1.7K• 1-114' t-va• 2• t.3/e• t-3B• 1B1tas OPENING,WHEN IT IS LOWER THAN THE MULLION 2 AneMr4®5'MSL O.C,i(2)2%b M Wps/(Fb.tk 390 ms Seo On 4fi0ltb ego IDs 1700 ms 270 gu 260Ibs 3541W 740 ms 374 72011>e 946 ms 341 fOs 442 tfis ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arpfwre®3A^Mtn 0.a t(212x6 Angie cars I(Fig.zY Tao 1. 76010s Iso ma talo I6s zb26lhs bfo Bre s6o ms WA 112o ms 746Ibs NO we 78829re saz ms 885 f6s t 1zo fbs MULLION.IT WILL YIELD A MINIMUM ANCHOR a Aridrma f9 2.71'Mln G.C./(2)2x5 Argle WP1/(F•3X 11201bs 11201tn 868 ms 2248 ma 22541bs WA 840 ma WA 1069 me WA 1320 me WA 1022 ms 1327 the 1880 mx CAPACITY WHICH MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PIt0;)UCT REVISED m complying with due FlbrWm FIGURE 1: Aeca to CdOo1(0.021 .45,3 TABLE NOTES: Acalpltmc67Vo X21 Imllon lime • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi� proms 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AND/OR OPENING WIDTHS IS ALLOWABLE. FlGURE2: \ a(-YNN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 0% •••..., ��••� i� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •125' 45° �`D,• \CirN SF•'•. • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `'4':• _ _ 3250' D7o.-8705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIDNS.HOLLOW AND GROUT•FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.926" ;,n LCL• • • • • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(IS GAUGE).STRUCTURAL STEEL TO BEAT 46a BAY �3 SYPl'[.OF \•\•` LEAST.12b'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLIONU.....•'•�C9; THE MATFRIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. <`•'•••.:. ANGLE CUP(FIGURES 1.3)MUST BE USED IN PAIRS. A.L NN(Ij41LER;�.E. FL P.E.#68705 rt.000•-1 I--,.26o•--I �� - -1 ,aoo. r. -.-� 1.000" �••� �� a FF2.00O' .125125' 2.760" ;125" 3. " 3.180• d2750' .126".125° 2.118• m 0' - '2�� y 44.125° Z L 376' .500"376" ,900• S g Q01'X 2"X.375AL U. ,°X 2.7063-66 ALUM. ON 1'X 28 83-To AL M WON 1'X 35063.16 ALUM* LION 1.26'X 8083-TGX ALUM.MULLION 1.28•X 8083-ECTION LLION 8083.76 ALUM. 808&T6AUM. X-SECTION X•SECTION X•SECTION m V� 6083-To ALUM. XSECTION XSECTION X SECTION Z F- XSECT(ON 1---,125' 11 r TABLE A z I I I 2X6 ANGLE CLIP WD4 OR) For Mullion: STANDARD CLIP 6083-T6 ALUM. O 6983-TBALUM. 2.126° XSECTION 0' Z 2.000' XSECTION U-CLIP 2,DOD' 1'X2"X.125° •-I w 8983-Te ALUM. I .t26" � nOtn ?1.11 o I ,126• x-SECTION LTube Mullion Z Z ZZ ¢ f 9. .126"T 740'I••- B 2.404 1'X2"X.375' Y PJUminum m 5.500" c6313 urHERETo 376' 6.000'- �I C 0' Tube Mullion .375" 3.125'-y_CREp7E F-CLIP.3EE MIN. ^� .375'MW. I+ D 0.490 a �p O MINDETAIL F,SHEET 4 A 1.875 •'3W MW' B 3.000 1'X2.76"°X PC U-CLIP A -A A I - ---- ------------- 2X5 ANGLE CLIP C 0.757 .376 Aluminum _-_--� r_-_____J80TOP ALUM. 6083.76 ALUM. Tube Mulllon TOPVIEW 0 1.118TOPVIEW E ,450 Mtn.STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WTDiIN THEDASHED BOUNDARY.SEE SHEETS 5.17 FORTHE A 1.312 1"X 2.76'X 6083-T6 ALUM CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHORR OF ANCHOR HOLE MUST LIE 'i-0PVIEW HOLE MUST LIE HOLE DUIMEI'ER:ANCHOR DIAMETER+1/16'. B 3.000 .850'WITHIN THE FORED THBOUNDARY.SEE WITHIN THE DASHED - - C 0.476 AlDminum DISTANSHEETCE E FOR ANCHORANCHOD.C.LBOUNDARY.SEE Tube Mullion DISTANCE.MAXIMUMDIAMETER -I11 SHEETS 647 FORTHE D 0.830 DIAMETER:ANCHOR DIAMETER+1116'. ANCHOR O.C. "TABLES DISTANCE.MAXIMUM PGT Patt# A 2.000 1"X3.125°X °ROD,CT RIIV180D ANCHOR HOLE Mull Dimension(sheet#) B 2'837 BUR ins tW8t ma Ft01#1R 6.500• •375° DIAMETER:ANCHOR Mulllon Std.CII Offset CII U CII Angle Clip .600'Alum Baild ns coda MIN. P p P . 9 p C 0.863 Tube Mull W llo�G?.I 03 .375• DIAMETER+1116". Acca nca at 1'X2"X,125'(5) 88605 888113M 8881118M 866243M 666511M D 1.137 pirett Date 2! MIN. 1'X2°X.375"(8) BBBOOB 668114M, 86 1119M 668244M 868512M A 2.825 BY _ 1.26°X 3.188' Min Dada rro&d r---- -------I----------- B 3:282 1°X275"X.375'(7) 66607 666115M 6661120M 6W245M' 666513M X.2851 Alum 1"X2,75"X.660°(8) 88808 688116M 6681121M 868248M NW14M C D` Tube Mull ��` y LYNDI N/l I 1"X3.126' 43 X.600'(9) 66637M 6681118M 6W61114M 666242M 866516M ,ti •2" pbl"1SE 1.28°X2.11'X i i I I i 1.25'X3.188"X.265'(12) .68641M 6661117M 6661113M 886241M 668618M A 1.813 .121"Alum �: Oq ------ -----� Tube Mull Ido.587 1.26"X 2.1 P'X.125°(18) 69370 NIA WA IJ/A Bt36517M C OFFSET CLIP NOTES: Jl.( .125• 6083-TB ALUM. yjpl£O I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (x\,'•,, PLORtOP•' ,C9 .740'-I•�-I-^f 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. /(� 1 �•• A.L.YNAl11 1 �6R)�.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .- FL P.E.#58705 1.062°+{ - 3�40' --1 1.000' r••- ---j 1.000" �--- I� .083' .386" .062° I I � oty .438' I - 4.000" -125'STANDARD CLIP •III 2125' 000 2X6 ANGLE CUP 2.625" 2.005084SALUM2. 4.000° 4.000' 80 -S3T8UPUM. X-SECTION 126° 125" XSECTI .125' Ng(o Ym4 S cn .125•--- .125° _ Z N .031 - 26.TT ° CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J lU j DASHED BOUNDARY.SEE SHEETS 6.20 FORTHE 7 U) '125 375' •165, 376' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR CO -C' .37 HOLE DIAMETER:ANCHOR DIAMETER+INB". LUy tQ�j P 00 z 1'X 4'X.125'T 1'%'r X.376•-T 1'X 4"X.376' 6.600' 5.000" 376' 0 J MULLION MULLION 'T'-MULLION CUTHERETO 3751 - MIN. (q 8083.76 ALUM. 6083•T6 ALUM. 6163-T6 ALUM. .376° 3.125'---"'�_CREATE F-CLIP.3EE X-SECTION X-SECTION XSECTION MIN I DETAIL F.SHEET Z .375' r--------- -----------1 375' R -- 1.260' r-------� I r----'----': CENTEROF I 1 MIN. � p I I I I ANCHOR HOLE I I Z MUST LIE 1.260° 1260" i j i I THE DASHEDTHIN I I I I BOUNDARY.SEE F I 1 p I I I I I SHEETS 6-ZO FOR ____----j ZZ Z o3 O 2.875' --- --- THE ANCHOR O.C. I Q >¢o I p DISTANCE. i N Z $ 1I. MAXIMUM ANCHOR ; o 3.94" i 1 I I I OLE I 1 N U) 3.250' 3.260' I i 1 DIAMETER: 3 .100° a.624' 00' .100° L _ I -_-J ANCHOR ---------------------� U O -----� '----- DIAMETER+,118'. d 2X5 ANGLE CLIP 'g '�•O 6063-TB ALUM. gy 824° L STANDARD CLIP UT6 A TOPMEW JS o R .100" 6063-T8 ALUM. 8083.78 ALUM.CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW --1,820° E.� -•-I.820' I-- --1 .820" h-- WITHIN THE DASHED BOUNDARY.SEE TABLE C TABLE C,CONT. SHEETS 6.20 FOR THE ANCHOR O.C. 7.25"X3.25"X.100" 125"X 3.26'X.624' 126'X 3.84'X.624" DISTANCE.MAXIMUM ANCHOR HOLE Dlmenelon Value pn)For Mullion: Dlmenelon Value on)For Mullion: MULLION MULLION MULLION DIAMETER:ANCHOR DIAMETER+1110'. 7 1 X4' F 1.939 1.25'X3.6' 6005-T6 ALUM. 6005•TSALUK 6005.75 ALUM. G 1.000 •125* G XSECTION X-SECTION 0.6� X.624' X-SECTION H 2080 Aluminum H 1.438 Aluminum �-�3.469S.b00'------------ .. i 3.000 Tube Mu81on I 3.260 Tube Mullion X3.94' 266,°-'j .126' .375' .376" F 3.187 1°X6X F 2.826 1.28'X3.94' 1 1.877' MIN, 0 0.757 .375' G 1.126 X.624" 1.377"� •126' I H 2430 Aluminum H 1.500 Aluminum +�^GirUCT REVISED ----� I 3.260 Tube Mallon -- 1 I 3.000 Tube&°T o�complying with O:e Florida I 1 F 2260 1.28°X3.25 F- 2.813 301 Be Mull Building Code I I I I I I O 0.750 X.100° F 2875 45'Be'Mull Acv i Dmo 2dl) Vr INo Alumimnn.125` 2.250" 1 j t 1.125' I I I 3.260 Tube Mullion By �, 1 HMiem Dada 1•I TABLE.D �3.260'46'BAY I I I I PGT Park � PJ8083•T6L_______� O- ------+ Mull Dimension 30°BAY MULLION I 83-TO {aheet8l Mullion SldC11p OBeet ClipU-0Ilp Angle OOPY�8063-TB ALUM. 1'X4X.126'(10) 99384888111968811229 8882419 8885/89 :X-SECTION OFFSET CUP e033-TS ALUM. 1"X4'X.378'(11) 88810 8881129 88811239 6882429 8885199 a; (40.5(y705 J TOPVIEW P X4"X.376'"T'(11) 66653 6WI12M 88811239 8W 42M 666519M _ CY .228' �--.981• fi" �--.981'8 .740° 1.25'X3.28'X.100'(13) 20180 88811279 6881124M 6602410M 6885115M - , /,�1 NOTES: 1.26'X3.26'-R-62-4 (14) 20161 66611289-(FW-1265824119 6%5116M •>7•'•, I '{� .;•�U 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON TI-08 SHEET. 1.25°%3.94'X.824•{75) 20182 6661117M 8861126M 868241M 6885179 30 Degree(19) 88848 WA WA WA 888511119 O• ` 2)SEE SHEETS S-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 46 Deglea(20) 88850 WA WA WA 88651119 ,��A.S�,�,I( � <e� A'LY , 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E. 58705 TABLE aye 4 Mull Dimension POT Part# (sheet 0) Mullion Std.Clip U-Clip Angle Clip I j f' •125° � I -�t .125° .�1. ,126' � a 2"X4"X.25"(16) 66602 666261M 686271M 8=112M O I( STANDARD CLIP I U•CLIP I 260 ANGLE CUP Sten O 2"X6°X.25"(17) 86804 888202M 666272M 6665113M 6083-T6 ALUM. F 6063-TB ALUM. eoeSECTI N 2.000" I XSECTION 2.126' I X-SECTION 2,000' XSECTION NOTES: 1 I t I E .126' IL ,125' L .125° � N�m to HOLES TO BE DRILLD IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 11. O F- 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I--1.490,4 J LLl HOLE LOCATIONS. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5500, = U A 0) g O CUT HERETO 5.000" 375' to o F 3.500"-��r-CREATE F-CLIP, MW. z M J-2.000--1 ,375 'e I SEE DETAIL F, .375° .375" O m j MW. SHEETa MW 1 1 -I �---------------------i z - ------ -------- - _ .711 a w 4.000° 3.438' + 3,438" Z N o -I-- --- - ZZ r. .260' YX4'X25' ; I I 3.436" 1 1 Q O$ MULLION I 1 dS 6063-TOALUM. I I I y .316' z XSECTION I I I I MIN. O -------� L------------------- LU J U) Y J (n (/J L- STANDARD CLIP 2X6 ANGLE CLIP UQ z O O U-CLIP,8083.78 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063.78 ALUM. D_ k'�O O CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. SED FOR 2'X 4"MULLION,SHEET 18 .250° WITHIN THE DASHED BOUNDARY.SEE TOPMEW TOPMEW SHEETS 5.20 FOR THE ANCHOASHED RY.SEE TOPMEW SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. A�� DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 5.20 FOR THE ANCHOR O.C. 6,600' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERE70 DIAMETER ANCHOR DIAMETER+1/18'. 6.000' 2000" 3.500'-- �•-� CREATE F-CLIP, .375' r8 I SEE DETAIL F. •MIN. .375 MW r-SHEET4 MIN. MIN. .375 ------ -- ---- --- -- -- ---------------i I 1 I I I j m wmUCT ply ng REVISED dm FlorMa I ne cle imm NoI6"0�,18.03 1 I i I 1 I imtIm Oele 202] I BY 4.888' +--------� ianade product'. 8.000° -�-- - -- I -t 5.438" I 1 11111 1 1111 .250• i I i 6.438' I 5.438" 1^1.LY N ,Af I I �a ••'•INCENSE '•.9 2'X 6"X26' I I I I I ' •.7C MULLION 56705 6083-T6 ALUM. I i 1 .375" ' I 1 .e X-SECTION ; I L_---_ _ I MIN. ti. ------------i--- _ Qf L U-CUP 2X6 ANGLE CUP STANDARD CLIP .250" STANDARD 8 ALUM. 6063-T6 ALUM. 6083-TO ALUM. /L/Y' R,P.E. / TOP VIEW USED FOR 2TDP�new A.'X W MULLION,SHEET 17 1 TOPMEW FL N11LL'E FL P.E.#66705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS.2-114'.THE OPENING REQUIRES ADESIGN PRESSURE OF+80.01.80.0 PSF. v NO ANCHORS OJ HEAD 1)INITIALLY ASSUMINGTHATA 1'WIDE MULUON IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"=65'.REFERENCING SHEET 25,THE COLUMN USING ¢, RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS A7 LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED �r DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. ._o \_SEF BE FROM TABLE 3A,SHEET 7,THE 1'X 2.76'X.375'MULLION(LENGTH-72",OPENING WIDTH=701)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-68.3 PSF AND WOULD a FENEsrwmoN DETAILS. BE SUITABLE FOR THIS APPLICATION. n2 PRODUCT'S SHEETS o APPROVAL 23 FROM TABLE 4A,SHEET 8,THE 1•X 2.75'X.660'MULLION(LENGTH-72•,OPENING•WIDTH-70')HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. CV MULLION LENGTH � � 2)USE TABLE 46 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4]#12 ANCHORS AND THE 2X5 Z �� ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL O W 8EE 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL ,J DETAILS, J SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0 N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF•THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, UJ o F, NO ANCHORS IN WINDOW Sot THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m m uJ -1 MULLWIOTH (80 PSF)X( 638 LBS\-524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) F / z m OPENING WIDTH 72.7 PSF z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES Z) . DESIGN PRESSURE OF+50.01-55.0 PSF. FOR THE VERTICAL MULLION: �1 '-105'AND THE OPENING WIDTH IS 38"+36"+1'=73.REFERENCING SHEEP 25, 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1aa�d THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DFPTIi OF 2-316*AND WILL J 1 A� � MEET OR EXCEED THE REQUIRED DESIGN PRESSURE +60.01-56.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. V) EXAMPLE 2:MULTIPLE MULLIONS FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=10g',OPENING WIDTH-807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-16.1 PSF MULL WIDTH-1 r^ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. (~j Q LE 12 SHEET 16,THE 2"X 4'X.250'MULLION(LENGTH=108",OPENING WIDTH-80•)HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS `t s.0 FROM TAB A, n' SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 L83. � �� SEE DETAILS, � 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36•+2•=74'•NOT 73"AS PREVIOUSLY PRODRATI 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73"DIMENSION(35-112'+35-1/2'+2'=731. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED I CONCRETE HEADER AND SILL ARE 8•WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL _ , - USING THE STANDARD CUP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS, S DETAILS, DETAIL E, FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 23 SHEET3 HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER FOR MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED LLION 72' mcemplyin4 with Ya Flarift MU i)THE MULLION LENGTH IS 36•AND THE OPENING HEIGHT IS 32'+72•+2"=108'.REF£RFJJCING SHEET 25,THE COLUMN USING LOADING MAY BE Building Code USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.260'MULLION(Q LENGTH-42•.OPENING HEIGHT=120'HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Apia Nu leg-CIMS-03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. G pieshcn DmaSEE rs:Q"L DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE V By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE tu TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH MKam Dads keduct 23 (4)3116•ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED I I I III I/ ANCHOR CAPACITY OF 521 LBS. .ON•........1.. Lf�;!PENING HOP17 I3s•,HORIZ 4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THESAME ANCHOR CAPACITY OF 627 LBS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR LENGTHMtULENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS.WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 L83.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE 18 A#12 STEEL SCREW. >� �070� FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - �, +1-64.7 PSF FROM THE VERTICAL MULLION; '.v.' a ��:•IIJ: +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; %� (r� •;; +1-170.0 PSF FROM THE 36'HORIZONTAL MULUON ATTACHING TO THE VERTICAL MULLION(INTERSECTION). (� S'A C O •-/. THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. r ••.FCORIOP;.•'•(.�,: VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION .1"/0NN_ t%'` pRODUCTS.WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN-MILBILN,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALnWANGULAR LOADING: Yy. l I �x� .I PW PWS o II I �' co S IDH SH/DH SH/DH PW -co s PW SHI H {SN . _ 1 LU LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 -/ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 / I HDOOR 1 7SCDZ '. .g�2 - LOADING OF VERTICAL MULLIONPW ; •g 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PW I1xJ � p z PW P PW A0 co 0 PW 0 R Q SH/DH SHIDH SHlDH SMH I Q O O SH/DH �a� I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION l SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW E> HR PW I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING uFUHIOORRIZONTAL 1 P HINGED I NOTES: ',v DOOR PW PW .ss Owmply ig'Ath Wo Fixib 1 1)DRAWINGS ARE Building Code I RERESENTATIONS OF TYPICAL Acceptance No p3 1 PW CONFIGURATIONS. inti Dale 2021 CONFIGURATIONS NOT SHOWN / / / I PW / MAY BE EXTRAPOLATED FROM13Minn a Product co l / / THOSE SHOWN. 1 / / 2)IF THE LOADING TYPE CANNOT `�.tt�,.I•LY(d1Y hq��ii / BE DETERMINED,USE ;� �G. •<<F• '� i PW RECTANGULAR LOADING. PW r;:•'LtCENS •.•••A PW Y 3)SEE PRODUCTS`APPROVAL FOR �� Mo.5870.5 _ ACTUAL ANCHOR LOCATIONS. ' LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION [� c] / �'U /i{ 24 1 6' PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONSSGD SST TLOF - JIL LOADING OF VERTICAL LOADING OF HORIZONTAL 'A NNN)A�N'�Rt d`E. MULLION MULLION FL P.E.#BB705 �r ti