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WS-17-1434 'o�� Miami Shores Village » Permit Tye. inC)dil '�rhtlf�Fl� 10050 N.E.2nd Avenue NEer t�/£C18SG rr� 6 °" Miami Shores,FL 33138-0000 ' by@— ,* Phone: (305)795-2204 � i*�',SPP ` VEDI �YORNf` Is paha:61'5/201 Expiration: 1 0212017 Project Address Parcel Number Applicant 49 NE 108 Street 1121360110450 ARIEL AND JESSILLE STARKW Miami Shores, FL 33161-7035 Block: Lot: Owner Information Address Phone Cell ARIEL AND JESSILLE STARKMAN 49 NE 108 Street (787)504-7322 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 15,995.00 DVG BUILDERS INC (305)506-7308 Total Sq Feet: 0 Type of Work:IMPACT DOORS 2 AND IMPACT WINDOWS 1 Available Inspections: No of Openings:12 Inspection Type: Additional Info:IMPACT DOORS 2 AND IMPACT WINDOWS 1 Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 Invoice# WS-5-17-64140 DBPR Fee $3.30 05/30/2017 Check#:2164 $50.00 $211.20 DCA Fee $3.30 Education Surcharge $3.20 06/05/2017 Check#:2172 $211.20 $0.00 Permit Fee $220.00 Scanning Fee $9.00 Technology Fee $12.80 Total: $261.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z ng. F hermor authorize the above-named contractor to do the work stated. June 05,2017 Authorized nature:Owner / Applicant / Contractor / Agent Date Building epartment Copy June 05,2017 1 I-ve Miami Shores Village DECEIVED Building Department MAY 3 0 2017 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 r INSPECTION LINE PHONE NUMBER:(305)762-4949 FV20 �� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: `Ac-' '-JL 1Vq' 5;v City: Miami Shores County Miami Dade zip: 33 I(P Folio/Parcel#: \\2\3�o O\\ OL{P Is the Building Historically Designated:Yes NO Occupancy Type: Q-0 Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): V% T, Phone#: C7 YrU) 3 0 3 - Z`1$Li Address: !-1e\ wfq, l O';�' -.C City: .M`qp��\ S State: Zip: 3 3 I (m 1 Tenant/Lessee Name: Phone#: Email: ��^�S�``-2S}c�.��iw.�v\ (,Z\no'f-r\,_ ° \. c 0"_-' CONTRACTOR:Company Name: -o (O Q U%L.O L- f�-S 1 r c Phone#: '3 d S lO' 7 �o Y Address: \3K.(o w G T r ) City: V1n0'%-V✓0f X4 State: CA- Zip: -370\-& Qualifier Name: 17rrN\��. ✓� �1'�(1-C i 4 Phone#:(ej®S (6 State Certification or Registration#: C f�'C 19 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City State: Zip: Value of Work for this Permit:$ 1 S,ri O t� Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ lace Re air Re p / p ❑ Demolition Description of Work: 0 0 -S (I-) ( `O-) Specify color of color thru tile: _.� Submittal Fee$ 60 '90 Permit Fee$ 22(0 . 90 CCF'$` 7 CO/CC$ Scanning Fee$<:5T, CADRadon Fee$ � ` -��� DBPR$— J Notary$ Technology Fee$i l 2 ® Training/Education Fee$ Z� Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ " 0 (Revised02/24/2014) Bonding Company's Name(if applicable) w Bond!Qg Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. qftSignature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 13 day of )Pry e% 20 V1 by '3 day of `A.P.1 1 .20 V-7 by E LLE Si�a.h� vx�who is personally known to '-9PyN%LL who is personally known to me or who has produced IF-La L. as me or who has produced L0 L as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �— Sign: or v Print: 13,m hAei (-f tln•,nec. C Print: !04,r 6,A,,,% C 6YI'+'10L � Seal: Seal: � P�,,� BARBA GINETTE BRINGAS `",,,P,,�� BARB RA GINETTE BRINGAS o,> `'0C, State of Florida-Notary Public ,��a• o ,, Commission#GG 83710 State of Florida-Notary Public Commission#GG 83710 �x�x ** +a>K xdtidye> ndeid>Through '�i °�� Bond Through �aF`sLo�.�� Bonded Through America afetyCoun ' American Safety Council APPRO Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) 12350 SW 132nd Court (�trc)i�CCz�2ts�v-rY�t � nraoa uk `►,_fl7ty.,3 Customer Name: Jessie Starkman Unit 104 (SIA) StW 06A F. tAow b Noy, t�i. k -o'j%-k.0 ko Address: 419 NE 108 Street Miami,Florida 33186 (f) fixeo w„�-Oow crow Miami, FL 305-781-3906 Cpoati� .04 Phone number: 786-303-2454 mattAguinnsons.com ®„Tsw,w,, ,0301,- , _0 so vat E-Mail: iessillestarkman(&-hotmail.com CM v l) T U if'tr Al V U LAA J w®ra 12. i b—C 2►�l.0 3 HURRICANNEPROTECTION Protection Type: ❑Accordion E]Panel El Impact _ 53 13 Ci mtoN s�ass A2 _— _I �� , ~,—' �� ! I �---f��i.___I � �—i 1 r�! ZZxS'10 L►rf•Y 0 ZtxrsO�i`�i I { i_ '.—J ,i____...� ___0 1._..��....�' i '____ _.__ °� ,-I 1 H-11 x L)S� 3 (—I ` I _ �J� ! ��! ! r ! ' � �._.� Td! � i I o^•J 6 ; `� ° � �— 1 + Y 7 , /�'.�� ' ! i l I i I Ta _i� U, I V 1 N l7 i 4 ; I I._ ' ..���.�-- i,..._. �,V4SS 1 f — ',—� — — �—I— — — — — , r— ��� — 1— ;�' i ��! �� �, •.s°�.}i 1,�..._� � �q �1 `—_',_I E L Ch G D IL._f � '..�! !_ t ' —�—�#I-- �d � I � I��.._.�..f �` ` I 1 ! ! &°JE�TIb:P,IPI�' ii R I - _ _ I - - ; - — lee I --�i I—I I��—�—I I� i��� 3 I � 1I �-�L•• I�•� i i—i •�� !—!�—�I(�t ,�-�.1r,4�._...., 1 � i_.�l.�l� I�- � �,I I�� I � � •! .� • • •� • I •! I t �!-_._.. .w! t._'�._f I C'`^'� � ! t µ' � I ` S � — _I..,_� ' :8��YIiA'.0 u!., � ` I _._.f�c 3 s 4 { j —I— .^ t .—"5 �'”`_' y I � � ` V '—� • ^�YL I - �3xsU IDA ._•Ji*--.. �t x s'3 s x rR zs'1�S'0'• SSxsO Z7 x — - A4.— '...:,_. _1xy%so �0 _.0 t -Ay __ STARKMAN RESIDENCE 419 NE 108TH STREET WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE 12 OPENINGS (1-12) MRH = <15' WORST CASE SCENARIO OPENING # APPLICABLE NOA WIDTH HEIGHT DESIGN PRESSURE ZONE 1 16-0714.13 74 50 +40.4/-54.1 5 2A 16-0714.06 27 50 +40.4/-54.1 5 A 16-0218.03 1 X4 50 +40.4/-54.1 ...... 5 . . 6690 6666 . 213 16-0629.14 55 50 +40.4/6 54.61 ;• 5 • 6666 . B +40.41.-$.:(."l 16-0218.03 1X4 506 ; 5 2C 16-0714.06 27 50 +40.41-64A 6 ...� 5 0% • 6666 ... 6666 . 316-0329.04 40 83 +40. 0 �4 0 5 • 6666. 6666 . 4A 16-0714.06 27 50 +40. /; ;1 5 ••. C 16-0218.03 1X4 50 +40.4/-54.1 6 5 413 16-0629.14 55 50 +40.4/-54.1 5 D 16-0218.03 1X4 50 +40.4/-54.1 5 4C 16-0714.06 27 50 +40.4/-54.1 5 5 16-0714.13 74 50 +40.4/-54.1 5 6 16-0714.13 53 50 +40.4/-54.1 5 7 16-0714.13 53 50 +40.4/-54.1 5 8 16-0714.06 53 38 +40.4/-54.1 5 9 FL1850-R10 39 80 +40.4/-54.1 5 10A 16-0714.06 22 50 +40.4/-54.1 5 E 16-0218.03 1X4 50 +40.4/-54.1 5 10B 16-0629.14 46 50 +40.4/-54.1 5 F 16-0218.03 1X4 59 +40.4/-54.1 5 10C 16-0714.06 22 50 +40.4/-54.1 5 11 16-0714.06 20 39 +40.4/-54.1 5 12 16-0714.06 37 51 +40.4/-54.1 5 . . .... ...... ...... .. . ...... .... .. .. ..... ...... .... ..... .. .. .... ...... . . . . ...... .. . ... RA-MMS ENGINEERING., [N.C. Kd = .8" . 2100 W 7.6 Street, Hialeah, Fl � a 3301- FLORIDA BUIL G CODE, 2014 Robert S. Monsour, P.E. FI 11955 / 000602 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior&Exterior Zones (4&5 - IIs).Positive Pressur s I. Exposure C For the 175 h Win neTEGORY 2 Effective Wind Area (or, Tributa Area in S eet Height 10 20 30. 40 50 60 M um 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 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 487171 47.4 Interior Zone (4 Walls) Negative Pressuresease .. . . ... Ex osure.0 For the 175 mph Wind Zone CATEG0RY'2.' ; . ..; Effective Wind Area or, Td utary Area in 8qiare,Feet • • .. Height 10 20 30 40 •' •6D Maximum -1.10 .-1.05 -1.02 -0.99 009.0& .060.96 . :..' 15 43.8 -42.0 -40.9 -40.2 '039'6 .-'39.1 • '•;• 20 -46.4 -44.4 -43.3 -42.5 1.4 25 -48.4 -46.4 -45.2 -44.4 •4 • :0*43,2 • 30 -50.5 -48.4 -47.2 -46.3 45.6 ".45.1 . ' ' 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 =53.4- -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 40 50 60 M um - -1.29 -1.23 -1.19 -1.15 -1.13 1.5 -54.1 -50*.4 -48.3 -46.8 -45.6 • -44.7. 0 - -53.4,, . -51.1 -49.5 -48.3 47.3 25 -59.8 -55.8 -53.4 -51.7 -50 4-' -49.4 30 -62.3 -58.1 -55.7 '-53.9 - .6 , '-51.5 \ 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 tv 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -5 Length of End Zane (a): 10% of least horizontal dimension or .4 h, ichever i s r� � but not less-than 4% of least horizontal dimension or 3 ft. (h = mean r f heigh in fe NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR T ROO M IAM PDADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S W 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 1;(786)315-2599 NOTICE OF ACCEPTANCE OA www.rniamidade.sov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 v1th#n Florida-Di4ilding ...... Code, including the High Veloci •• ••• • DESCRIPTIO Series"HR-710"Aluminum Horizontal Rolling Window-L.1VI� .•• """ APPROVAL DO NT: Drawing No. 4127-10, titled "Alum. Horizontal Rollles.Windowy Impact", sheets 1 through I 1 of 11, dated 02/28/06,with revision G dated 05105/16,prepared by1m7nufactitrar;signed .. ..• and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product(!�jftQ;Vl RevJ3iott•%tamp ••••• with the Notice of Acceptance number and expiration date by the Miami-Dade Coulhty Produbt Lontrol ••••;• Section. •":': • MISSILE IMPACT RATIN Large and Small MisV;thle!mma�nufacturer's .• ;••••• •••••• LABELING: Each unit shall bear a permanen a e natttt; of logo!etty,Mate, •••• model/series, and following statement: "Miami-Dade County Product Control Approved", unless otlfet-wise 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 NOAH 15-0519.09 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. vOA No.160714.13 MtAMt-DADE couNTY Expiration Date: December 27,2021 +' o Approval Date: September 07,2016 �� P& Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 07-0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact", sheets 1 through 11 of 11,dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal*spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Ir2tba%tory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-070y'dated '17/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by IdaJ ij&tega•LV: ; ••• 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 20W4.. , 2)Cyclic Wind Pressure Loading per FBC,TAS@06k24 along with marked-up drawings and installation diagram of an XOX'aluminul fi .• ••;•• horizontal sliding window,prepared by Fenestration Testing La 00 teary,Ine."fest Report No. FTL-5330, dated 07/18/07,signed and sealed by Calms$.Rionda,.PE. • (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 .•. • 2)Uniform Static Air Pressure Test,Loading per'PBC TAS202-94 • 3) Water Resistance Test,per FBC,TAS 202-94 •' ..4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) Manuel Per E. Product Control E a o. -0714.13 kpiration Date: December 21,2021 Approval Date: September 01,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNrnvuED) 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,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS *000 1. Anchor verification calculations and structural analysis, comply;iA 43 FBC 5"• ••••;• Edition (2014),dated 05/14/15,prepared by manufacturer,signed;,sealed•b�•: Anthony Lynn Miller,P.E. •• •••••• (Submitted under previous NOA No. 15-0519.09) •••• "'••• 2. Glazing complies with ASTM E1300-09 •• •• •••.. . . .... ..... .. .. .... ...... D. QUALITY ASSURANCE ; •. 1. Miami-Dade Department of Regulatory and Economic Resources (M). • ...... ...... E. MATERIAL CERTIFICATIONS "• ••• I. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company"dA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite(V PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. Manuel Pe Product Control E aurin =September Expiration Da Approval Da E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-S h Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NDA No.15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory,Inc.,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) '"• 5. Proposal No. 16-0125 issued by the Product Control Section,daIAMIrch 09i 6, "'•:• signed by Ishaq Chanda,P.E. *• ...... .. . ...... G. OTHERS •••• •••••• 1. Notice of Acceptance No. 15-0519.09 issued to PGT Industries four...their Serie's " ••••• .. .. ..... "HR-710"Aluminum Horizontal Rolling Window- L.M.I., approtej.•on 0�j0yJ1§ and expiring on 12/21/21. •••••. •• Manuel Pere Product Control Eza . r Ira on Date: December 21,20 1 rproval Date: September 01,2016 E-3 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AAD INTEGRAL FIN WINDOW STANDARDS USED: .2014 FLORIDA BUILDING CODE(FEC),6TH EDITION 1. STALLAT.ION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. USED- :2014 El 300-09 .ANSIlAF&PA NDS-2012 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL,AOM-2010 A 5118°LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS .AISISI W-":SI2010 B.5/16'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER C.5/16'LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090"PVB-INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3f16-ANNEALED GLASS WITH A.090''PVB-INTERLAYER E.7/16'LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.09W"PVB"INTERLAYER F.7116'LAMI CONSISTING OF(2)LITES OF 3178"HEAT STRENGTHENED GLASS WITH A.090'"PVB'INTERLAYER. SHEET DRAWING MAP SHEET G.13/16"LAMI IG:(1)LITE OF 118'OR 3/18'ANNEALED(MIN.)GLASS,5/16"OR 3B"AIR SPACE AND 5/16'LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090-`PVB'INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/16'LAMI IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3f8'AIR SPACE AND 5/18'LAM[CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 118'HEAT STRENGTHENED GLASS WITH A.090 'PVB'INTERLAYER VERT.SECTIONS.............5 HORIZ.SECTIONS............5 1.13/18"LAMI IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5118"LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 11W HEAT STRENGTHENED GLASS WITH A.090- PVB'INTERLAYER EXTRUSIONS....................7 CORNER DETAIL..............5 J.13/16'LAMI IG:(1)LITE OF 118"OR 3116'ANNEALED(MIN.)GLASS,3/16"OR IW AIR SPACE AND 7/16'LAMI ANCHORAGE....................B-11 CONSISTING OF(2)LITES OF 3/16-ANNEALED GLASS WITH A.090'"PVB"INTERLAYER K.13/18"LAMI IG:(1)LITE OF 1/8'OR 3116'ANNEALED(MIN.)GLASS,311 6'OR 1/4'AIR SPACE AND 716'LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3f18-HEAT STRENGTHENED GLASS WITH A.090--PVB'INTERLAYER L.13/16'LAMI IG:(1)LITE OF 1/8'OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4'AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090' PVB'INTERLAYER. 2.CONFIGURATIONS:OX,XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED av c.mylyiog wish Om Fho�ida Brel"g Cod. ORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7.REFERENCES:TEST REPORTS FTL-0658,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S Dy ANSUAF&PA NDS FOR WOOD CONSTRUCTION M F ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY _ HURRICANE ZONE(HVHZ} •• 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPE•Fjf D I.G.,gM EAP.80714 THE DP 4D ANCHOR QUANTITY REMAIN UNCHANGED. �' v "PVW=.090"BUTACITE0 PVB INTERLAYER BY KURARAY AMERICA,INC . . . •• . GEyE N TES JR OS/0.5M8 Q ADDED SPACERS TO SHEET2 • 1070 TECHNDLOO•D N.VENICE,434275 • • • • ' • . fLLUM.�I/OR130NTAL ROLLER WINVDOW,IMPACT ' P.C.87yV4� • eo aeee nm+srti —. �„� n.� •, oeec NOKOM 5,F134274 6870 Vu bl &,e •• i• AR$ 1 11 4127-10 G a iY%nd gkluEit RE FX 228/ J.J. 31206 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • I 21 50 21 50 Part III Description Material 75 Kcmnwling 4SG TPS Spacer System 53 12"NOM. 55 12"NOM. 76 Quanex Super Spacer nXr with Hot Melt BulyI See this GLASS BITE GLASS BITE Sheet for 77 Quanex Durassal Spacer Materials 78 Cardinal XL Edge Spacer f 51 60,61,62 51 63,64,65 REFERENCE TEST REPORTS:FTL-87 7,Was 8 8 970 1B"ANNEALED OR HEAT GTHENEOGLASS 3116'ANNEALED OR HEAT STRHIOTHENED GUESS 4 .090 PVB INTERLAYER .080 PQ INTERLAYER 1W ANNEALED OR HEAT GTHENEO GLASS 3(16'ANNEALED OR HEAT STRENGTHENED GLASS 5116'NOM. 7/16'LAMINATED LAMINATED GLASS 7116"LAMINATED GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A C]EXTERIOR INTERIOR TEMPERED I.G.GLASS CAP. BOTH THE DP AND ANCHOR (ALL SECTIONS) a KURARAY BUTACITE QUANTITY TO REMAIN PVBINTERLAYER UNCHANGED. 21 50 21 50 SAFLEX®PVBINTERLAYER BY EASTMAN CHEMICAL COMPANY 75.78 75-78 12"NOM 5 59 GLASS BITE 9 GLASS BITE 52 52 66,67,68,68,70,71 72,73,74,75,76,77 1A1'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 090 TWB INTERLAYER ll8'ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS VIS'LAMINATED 7/16'LAMWATED 5116'OR 3(6'ARSPACE 3/16"OR 1W AR SPACE 1/8'OR 311VANNEALED OR TEMPERED GLASS 118'm3116"ANNEALED OR TEMPERED GLASS 13116'NOM. 13!16'NOM. 13/16"LAMI IG GLASS W/5116'LAMI 13/16"LAMI IG GLASS W/7/16"LAMI ALUMINUM SILICONE HOT-MELT BUTYL REINFORCEMENT pOLVISC- DESICCANT FILL AREA PRODUCTREVISEO STRUCTURAL BUTYLENE 5116"NOM. as annoying-ith am Flmidu STRUCTURALPOLYISOBUTYLEN_ SILICONE 3/18°NOM. 5116'NOM. SEAL Building Cud- 1(4'NOM. F BUTYL 8 SILICONE SEAL °OGPI»'�No/ 'Q 214 WITH DESICCANT WITH DESICCANT ROLL-FORMED �0 / DESICCANT FOAM STAINLESS STEEL IIr EXT.GLASS EXT.GLASS EXT.GLASS Milord Product EXT.GLASS INT.GLASS INT.GLASS •• • .Gf,ASS • • INT.GLASS *00 • • • • • ••• O KODISPACE O SUPER DURAS ; ; ;•:gXL EDGEt"° 4SG TPS SPACERSNXr •• S ER•; ••• i •� e7o AmNBF a� 18Mtla . . . . • n.=a� 6 J' JR ObUSIfB O ADDID S?A( ItS. 1070 TECHNOLOG7♦D _ �'! • GLgz► G AILS N.VENICE,I634ZI5 • )&JA#*IOWONTAL ROLLER WINDOW,IMPACT L; 'f MIS F�3d274 1Jy/ �.nu!•• •• • 1-2 cre •�� Aa A.L`RJN�tSlw.ee4 I.E. FJC 22M ij. 6w HMO Full 2 � 11 4127-70 G P•E i se7as i r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. XOX(1/4,112,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38318- 1 48" 60 518" 54" 80" 83" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .0 88" ,G,H +60.0 •60.0 +60.0 j -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58. F+60.0 56.2 FOR INSTALLATION IN 106318- A,B,G, 60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 + -55.2 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60. 0.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +54.6 -54.6 -51.7 FT GLASS TYPES G- LSHALL HAVE A 111" A,B,G,H +60.0 -60.0 .0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 59.5 +53.6 -53.6 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I -60.0 AND ANCHOR UP TO 111" D,E,F, ( QUANTITY UNCHANGED. J K,L +75.0 -75.0 TABLE 2. XOX(1/3,1/3,1/3)FLANGE OR INTEGRAL FIN WIN (FLANGED N.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIG WIDTH TYPE ALL HEIGHTS UP TO 83" TO 88 7118" A'B'C' G,H,I +60.0 60.0 TO 88 7118" D,E,F, +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 318" 48" 50 5/8" 54" 80" 83" W. A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 1 +75.0g7 +755..O 75.0 +75.0 -75.0 +75.0 -75.0 88" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 -77F.70 +75.0 -75.0 +74.2 -74.2 +70.2 -70.272" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 +75.0 75.0 +69.6 -69.6 +65.2 -65.2 PRODUCTREwsEO complying with the Flmidn 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +70 -75.0 +68.1 -66.1 +63.8 -63.8 H'"1d n8� Aaxpf�ce No 1 -D'114-.f�'�I C,D,E,F, +75.0 -75.0 �Dw UP TO 74" I,J,K,L ay nai®,; ►Roden c GLASS TYPES;TEST REPORT (XOX),FTL-4859(OX&XO)AND FTL-6330 A.5116"LAMI-(1/8"A,.090,1/8"A) G.13116"LAM[IG-1/8"OR 3116"A(MIN. 5116"OR 3/8"AIRSPACE,5116"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A_090,1/8"HS) H.13/16"LAM[IG-118"OR 3116"4"N.1,05116bOR 3/86AIR•SPACE•4116"LAMI-(1/8"A,.090,118"HS) _ C.5116"LAMI-(118°HS,.090,118"HS) I. 13J16"LAMI IG 1/8"OR 3/16"/4 gAIN.),5 16"0R 3'AIRIP109,5116"LAMI-(1/8"HS,.090,1/8"HS) D.7/16"LAMI-(3/16"A,.090,3116"A) J.13/16"LAMI IG-1/8"OR 3116"4 ON4,I6-911W SPhCE j 7/1%LAMI-(3/16"A,.0W,3116"A) E.7/16"LAMI-(3116"A,.090,3/16"HS) K. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,AV LAMI-(3116"A,.090,3/16-HS) F.7/16"LAMI-(3/16"HS,.090,3/16"HS) 1L.13116"LAMI IG-118"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3116-HS) • •• • DESAN IOUSSURES armee 107N�CHN:�D5 _ - a_a •��-' ALUM. • • NTAL ROLLER W/NDOW,IMPACT NOKOA4IS,ft 34274 yjq Be """ "'�"' omnia.°t• "°°"" O� • NTS 3 m 11 4127-10 G a LW �vwEl�RE FX Y78l48 J.J. 3/L= ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 318" 27 3/8' 27 3/8" MAX.DLO 54 5118°MAX.DLO FDCED MAX.DLO MAX.DLO VENT VENT nxi D D B B B B r 110'MAX WIDTH I.F.FRAME �I Ir 85 7118•MAX WIDTH I.F.FRAME—� 111"MAX WIDTH FLANGE FRAME •-88 7116'MAX WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-113) NOTE: 9116"MAX. 33 9116"MAX 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FDCED 0 DLO VENT MAX. SEALANT OR GASKET F GE AATHEADLL A I A F ALL15 MAX / I / MAXCONFIG.. Mx APRODUCT REVISED DLO ALL DLO ALL 15 I.F.FRAME as c..gfl g with dm Fla" Bwldiag Cods FDCED / / VENTS 62'MAX LITES I.F.FRAME O x ALLI CONFIG. FLANGE FRAME C •• • • • • • I— 73'MAXWIDTH LF.FRAME—{ • •i i i i i i•i •• CORNER CONSTRUCTION)VfEWD-Q (�RdIQIE 74'MAX.WIDTH FLANGE FRAME •• ••• •• • • - 6 DETAIL A-OX OR XO - 1"I 6 R°NKds • 1 • • •• ELQt 1070TECHNOLOO.OR _ N.VENICE.Fl3427S • - ALUM-H&WkNTAL ROVER V NDOW,IMPACT P.O.6g1C A LYNN MILLER RE NOKOMIS,FL 3W4 B m#•• •• • (�` P.E.O S87Q5 FA T/ B �,� mule NTS 4 a 1 f 4127-10 ••• • • • • ••• • • INTERIOR 37 32 35 22 39 1 22 2 P 16 13 EXTERIOR INTERIOR 21 I MAX VENT DLO �— MAX.FIXED DLO --4 MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 HEIGHT 35 32 37 39 FLANGE FRAME MAX VENT DLO q 16 MAX FIXED DLO I MAX FIXED DLO MAX.VENT DLO 43 22 MAX.WIDTH(I.F.FRAME)— 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 S 22 21 41 22 PRODUCTREV156D 2 n`°`gayb*Ya 12 24 8 EXTERIOR INTERIOR Doral -p l��I 7 12 21 M aroi edo Prodmx 7 EXTERIOR INTERIOR 6 • •� •• • • • • • SECTION C-CSILL HEAD C4 (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) �yf� tee,: � • • � o� 1070 TECIMOLOJO • 8E flOW N.vENicill3ez7s ALyg- • • NT.4L ROLLER WINDOW,IMPACT .. rmweef vac P.O.e•Kwe p�,gK GKs y NOKOMIS,FL 942'74 [! • •• ✓T# � lier. A LYNN AAq.LER.P.E FK Mm J.J. 3P13/DB M7/f0 H81f 5 � 11 4127-f0 G P.ESS8703 ••• • • • • ••• • • • • • • • • • • • ••• • • • ••• • • Ill11I DWGN REV DESCRIPTION MAIL PGI'# ITEM DWC#REN DESCRIPTION MAIL PGT# 1 4102 A FIA-VMFRAMEHEAD 6063-TEAL 6 7 66 CLASS 13116"LAMI I&1/8"A . 3/8"AIR SPA 5/16"LAMI 118"A,.090PVB,1/8"A 2 4025 SH STOP STD.)ANTI LIFT CLIP) 6063-T5 AL 61 67 " I3/16"LAMI 10.118"A(MIN. 3/8"AIR SPA 5116"LAMI(118-A,.090 PVB,1/8"HS 3 #8 X 3/4 PH.PAN HEAD 7834AA 68 13/16"LAM[1&1/8"A(MIN.),3/8"AIR SPAS 5116"LAMI(1/8"HS,.090PVB,VMS) 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13/16"LAMI 10.3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(I/8"A,.090PVB,US"A) 6 4 FLANC3sFRAMESIIL 6063 T6 AL 64136 70 13/16"LAMI IG-3/16"A(MIN.),5116'AIR SPACE,5116"LAM[(ll8"A,.090PVB,ll8"HS 7 137 SILL ADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG3/16"A(MIN.),5/16"AIR SPACE,5116"LAMI(ll8"HS,.090 PVB,1/8"HS) X124131 SI LL DAPI R 6063-T6 AL 64131 13116"LAMI ICW S-A MIN.),1/4"AIR SPACE,7/16'LAMI 3/16"A,.090 PVB,3116"A 7131 WEEPRTR HOI COVER PO 3-T6A . 71298 7 13116"LAMI IG-1/8"A WIN.).1/4"AIRSPACE,7/16"LAMI(3/16-A-090PVB,Y16"HS) 1626 ADHESIVE OPEN CFILFOAM PAD 7P71298ADI 74 13/16"LAMI IG-llrA(MIN.).1/4"AIR SPACE.7/16"LAMI(3/16'HS,.090PVB,3/16-HS) 13 4002 A FLANGE FRAMEJAMB 6063 T6 AL 612225 75 13(16"LAMI IG-3116"A(MIN.),3/16"AIR SPACE.7/16"LAMI(3/16"A,.090 PVI,3116"A) 76 13/16"LAMI IG-3/16"A(MIN.),3/16"AIR SPAC,7116"LAMI(3116-A-090 PVB,3/16"HS) 14 4134 GASKECFORMAINFRAMESILLJOINT 74134W/K 77 13/16"LAMIIG3/1 " 3/16"HS,.090PVK3/16"HS) 15 1155 #8 X 1.000 AD PN.SMS 781 A 90 1"4 FRAME OR&VER. 3105- r2l 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G y 0 SCREEN CORNERKEY W/RINGS POLIPROP. 4054 B FDCEDMEETTNGRAIL 6063RD-T6 AL 64054A 92 163 SCREINOORNERMW/OUTRINGS POLYPROP. 4066 WSTP-187X.230 FIN SEAL 93 107 SCREENSPRNG ST.ST. 4105 SASH TOP&BOTTOM RAII6063 TS AL 94 1624 SCIRffiV SPLII�-.135 D1A.FOAM EM PVC 1683 WST'P.,.250 X.270BACK,FIN SEAL 616836 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 225-1 ROLLERHOUSING&GUIDE 42112HD 96 SCREEN CLOTH 24 226 BRASS ROLLER WHEELS BRASS WHE2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441 32 4006 D SASH MEETTINGRAIL 6063HS-T6 AL 64006 2.710—] 33 1235 WST'P,.170 X.270BACK,FIN SEAL 67S16G 35 1096 SWEEPLATCH H DIE-CAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2 24L&� 38 1683 WSTP.,.250 X.270 BACK,FIN SEAL 61683G F062 39 7070 BULB WEATHERSTRIP.187 X.275 6707MC 40 LIFT RAIL COVER CAP 74078"C"L ORR 41 4139 LF.FRAMEHEAD 6063-T6 AL 64139 41 I.F.FRAME HEAD 42 4140 LF.FRAME SILL 6063-T6 AL 64140 #4139,6063-T6 43 4141 IF.FRAMEJAMB 6063-T6 AL 64141 50 GLAZING SIUCONE,DOW 899,995 OR UIVALENT PRODUCT REVISED 51 1224 VINYL GLAZINGBEAD BULB(THICK) 6TP247W w�r+"s vAlh The Floma Da'Iding Cuda 52 1225 VINYL(id AZINGBEAD BULB(THIN) 6TP?A8K 2.78a Acocphmw 53 4039 B GLAZNGBEAD-5/16" 6063-T5 AL 64039B �16tl ' LD2I 54 4044 B (3 AZING BEAD-5/16"W/GRQ,L KIT 6063-T5 AL 644703 3.162 0 55 4222 A GLAZING BEAD-7/16" 6063-T5 AL 64L 56 985 C GTAZINGBEAD-7/16"W/GRILL KIT 6063-T5 AL 985 1.988 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 60 SS 5116"LAMI(I/r A,.090PVB,I/8"A •• ••• • i •• i If.FRAME JAMB 1 5116"LAMI 1/8"A,.090 PVB,1/8"HS) • • •• • • • /i 141,6063-TS 62 8"HS . • • • i i i i•i •• 63 " 7/16" 3/16"A..090 PVB,311V A) • ••• • • • • •• 2.710 64 7/16"LAMI 3/1 ) 42 I.F.FRAME SILL 65 7/16"LAW(3/16"HS,.090 PVB,3116"HS) #4140,8063-Te107A.ACHNOLbGY DRIVE 6 1 Ix • • 'PLIST ftw b. 0••.o.soa+•42-s2 �87 OALifh*HORIZONTAL ROLLER WINDOW,IMPACT Gid Ooh NOKOMIS.FL 34274 "� m.e °�' "r: A L1TA1 MILLER RE FX Tl18I09 J.l. 3/13/09 lBt7f0 NTS B m 11 4127-10 G P.eass�os ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 062 1.187 r 040 .738 3.'52 1.443 —j 1. 73L�== •D SASH STOP COVER 3 A62 3. O #4053,6063-T5 L1.122 2.710—{ O FLANGE FRAME HEAD EAD 6 FLANGE FRAME SILL T FRAME SILL ADAPTER i 2 76a� O #4136,6063-T6 O #4137,6063-T6 13 .36 - .062 061 1.1877M.O. 13 FLANGE FRAME JAMB 1 T I #4009A,6063-TG .1490— "T1.461 �..+-1.403- T�-1.451--► O SASH STOP HORIZROLLER TRACK FIXESMEETING Ha RAIL 5 # 1,606 -T 60 062 2 79 �9����jjTT(([gggBBy 1 �7 2.28 .� IIT ° II�49 [ .678 :� 1.081 (+ 1.291+1 1.098 444555�11��L�� SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BED 5/16" e2onucrasvlsen 21 ��Wr"a.vuc�r�+aa #4133,6063-T5 #4006D,6083HS-TB #4126,6063-T5 #4039B,6063-T5 Bwta�Coac /� Accearmmn,Ab I(o'O I •�I Lx rm'loB nmB 050 1 ��j �Atim�i P1oJuetC�tn01 IIT 12 .6 —L .683 �I� .� .877 8 �h L� 78 .050--�-�.678 4050 �•.':,.; 1.096—��{ •• ••• • • 1. 15--�•�—r►��i IQ7 - 54 GLAZING BEAD,5/16" 55 • • •ra 59 LAZING BEAD,13/16" - ' ,- •_ 6063-TS #4 #4087,6063-T5 (USED GRILL KIT) ••• ••i •i •Q1SEC;W/t RljVf0 ' o ' ' • SfONS Bic 08bc R«febos 107071tOHN�GV DRNE R.o B • �A�L HORIZONTAL ROLLER W/NDOW,IMPACT Br. mar 1. NOKOM1US,FL 34274 ViriGhr Better HR7f0 I'IBIf n< f 4127-10 ', A LVM•1 HULLER RE RK ;2;a�8M J.J. 8/2808 ra RE*58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES,XOX 114.112-114 WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G.H,1 GLASS TYPES D,E,F,J,K,L 1.ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD Z.CONC 1,CDNC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(135) &SUBSTRATE ZONES ZONES ZDNES ZONES ZONES ZONES m R01 mvi m X40 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD&SILL HEAD&SILLg HEAD&SILL HEAD&SR §L HEAD&SILL HEAD&SILL A.5116"LAMI-(118'A,.090,1/8'A) W v a ' ' � ' !a B.5116"LAM]-(118°A•090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A C.5116°LAM[-(118"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125 It 36.375 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 i 21 D.7/16°LAM[-(3116"&OW,3116"A) ANCHOR QU TY REMAIN UNCHANGED. 46.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 E.7/16'LAMI-(3/16"A,.090,3/16"HS) 60.626 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+02+1 3 1+C2+1+C2+1.3 F.7/16'LAMI-(3116"8"OR 0,3/18"(MI G.13/16'LAMI IG-116°OR 3/18"A(MIN.),5/16"OR 3/8"S E.5/16'LAMI-(1/8°A,.090,1/8'A) 54.000 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 H.13116"LAMI IG-1/8"OR 3f16"A(MIN.),5116'OR PACE,5116-LAMI-(118-A..090,1/8"HS) 60.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 1. 13/16"LAMI IG-1/8'OR 3/16'A(MIN.),5116'O "SPACE,5/16'LAMI-(118"HS,.090,1/8"HS) J.13116"LAMI IG-1/8'OR 3/18'A(MIN.),3/1 R 1/4"SPACE,7/16'LAMI-(3/16"A,.090,3116-A) 63.000 ll+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1'3 K.13116'LAMI IG-118'OR 3/16'A(MIN. 16'OR 1/4"SPACE,7/16'LAMI-(3/16-A,.090,3/16°HS) 60.000x 38. 15 1+C1+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+2+02+1 i 2 �- 13J16"LAMI IG-1/8'OR 3/16'A( ),3116°OR 1/4"SPACE 7/16"LAMI-(3116"HS,.090,3/18°HS) 48.000 4C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1�3 3.WINDOW ANCHOR QU ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.626 i+C2 +1$ 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+01+1+C2+1 3 1+C2+1+C2+1 3 1+C2t2+C2+1`3 DIMENSIONS. FOR WIND SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54 GOD 1+CZ+1+02+ +C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 HEAD&SILL: 10 MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 1+C2+1+C2+1 3 1+ +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 314'MAX.FROM CORNERS. J W MAX.FROM CORNERS AND 221/2"MAX O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+ 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+113 T �. 74.000x 36.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+ +1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1�2 X O X 46.000 1+C1+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+ 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+d+C3+1 3 ANCHOR QUANTITY PER JAMB 60.625 1+C1+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 3 1+ 1 3 1+C2+2+02+1 3 1+C2+2 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+ 1+C2+2+C2+1 3 1+ +C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+ +C2+1 3 +2+C3+1 3 AT EACH MEETING RAIL PLUS(1) ANCHOR AT EACH OPERABLE VENT 63.000 1+C2t2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2 1+C3+2+C3+11 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000x 36.375 1+C1+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+ 1 2 1 3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL 48.000 1+C1+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 2+C2+1 3 1+C3+3+ 3 (3"MIN.O.C.ANCHOR SPACING) 5D.628 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2t1 3 1+C3+3+C3+113 54.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2 1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 -25 314'max. 60.000 1+C2+2+C2+1 3 1+02+2+02+1 3 1+03+2+03+1 3 1 +03+1 3 1+02+2+02+1 3 144;4+3+04+1 3 L - �+-3'MIN. 63.0W 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 +2+03+1 3 1+C2+2+01+1 3 1+C4+3+C4+1 3 PREF. X 0 X 106.376%38.376 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 T PRDUUCIB gm the o [Two. wUb dm F1Utide 46.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+q+ 1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+p+4+C3+1 3 MTG�L,1YP A�im,)m Code A //v-O 1¢.121 50.625 1+C1+3+C2+1 3 1+C2+2+C2+1 3.130f+3+03+1 3 1+C3+3+p+1 3 1+C3+3+C3+�1 3 1+p+4+p+1 3 EXAMPLE CLUSTER W/QTY.OF CHORS 64.000 1+C3+3+q+1 3 1+C2+2+C2+1 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+C3+3+p+1 3 1+C4+4+CA+1!3 (SHOWN IN TABLE KEY ABOVE) DM3hodecs 60.000 1+03+3+C3+1 3 1+C2+2 1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 63.000 1+C3+3+C3+1 3 1+C2 +C2+1 3 1+04+3+C4+1 3 1+C4+3+04+1 4 1+C4+3+C4+1 3 1+C6+4+C6+1 3 25 314"MAX' 111.000x 38.376 1+C2+3+02+1 2 +2+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 2 1+C2+4+C2+1 2112'TYP. I+-3'MIN. 48.000 1+01+3+02+ 4 1+C2+2+02+1 3 1+q+3+03+1 3 1+C3+3+03+1 3 1+02+3+02+1 B 14103�I+09+1 6 • • •• • 60.628 1+C2+3 +1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3.3+C3+ &149**+Ci+1+6 ••., X O X 64.000 1 3+qt1 3 1+C2+2+02+1 3 1+q+3+03+1 3 1+03+3+03+1 3 1+•3.3+03• i 1+Ci4�+C4yy 3 �• 60.0M 1+03+3+03+1 3 1+C2+2+C2+1 3 1+04+3+C4+1 3 1+C4+3+C4+1 4 1 1+C3+3+C3+1 3 1+04+4+C4+1i 3 MTG.RAIL,TYP. OP �63.D� t+p+3+p+1 3 1tC2+2+C2+1 3 1+04+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+04+1 3 1+C6+4+05+1(4 EXAMPLE CLUSTER W!QTY.OF(4)ANCHORS 6 Rmf05jE woo • a�oea• - • • • WRAGE SPACING,XOX 1/4-1/2--1/4 1070 Ezii16VrMC • • •4 9, • , i�j' • •• .ALGM•HORIZONTAL ROLLER WINDOW,IMPACT ••P0.89yal aNOKOMIS.FL 34274 del' •�••° �' A LYNN MILLER P E. F.K T01W 3Rm HR710 NTS 8 all 412710 G P.E.068705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES XOX 113-113413 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B4O,H GLASS TYPES C,D,E,F,I.J,K,L ANC HDR TYPE 2.3.WOOD 2,CONC 1,CONC 2,3.WOOD 2,CONC 1,CONC 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) 2.GLA WINDOW SIE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL f HEAD&SILL ASS BTMLAM[-(118'A,.090,118"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W v ki '+I B.5/16'LAMI-(V8°A090,118"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1i 2 C.5/16"LAMI-(1/8'HS,.090,18"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1`3 1+C2+1+CZ+1 3 D.7/18'LAMI-(3116'A,.090,3116'A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16'LAW-(3/16'A,.090,3/16"HS) 50.628 1+C2+1+C2+1 3 1+ 1+C2+1 3 1+C2+1+02+1 311+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7/16-LAMI-(3/16"HS,.090,3116°HS) 54.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 G.13116'LAMI IG-1/8"OR 3/16"A(MIN.),6/16'OR 318'SPACE,dl(Wr LAMI- "A 090 1/6"A) 60.000 1+C2+1+CL+1 3 1+CZ+1+C2+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 H.13/18'LAMI IG-1/8"OR 3116'A(MIN.),5116'OR 3/8'SPACE,5H6' 1/8°A,.090,1/8°HS) 63.000 1+02+1+CL+1(3 1+C2+1+C2+1(3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1' 13/18'LAMI IG-i/8"OR 3/16°A(MIN.),5118'OR 3/8'SPACE,5116' 1-((1/8'HS,.�O,1/8'HS) J.13/16"LAMI IG-1/8"OR 3116'A(MIN.),3/18'OR 114'SPACE 6'LAMI-(/16'A,.090,3/16'A) 63.125x 36.375 1+02+1+C2+112 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13/16"LAMI IG-1/8"OR 3/18'A(MIN.),3118'OR 1/4'SP 7/18'LAMI-(3116'A,.090,3/16'HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1(3 1+02+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 L 13/16'LAMI IG-1/W OR 3!18"A(MIN.},3/16'OR 1/4" ACE,7/18'LAMI-(3116'HS,.090,3/18"HS) 60.626 1+02+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1(3 1+C2+1+C1+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJ NT TABLE AND BASED ON THE FOLLOWING 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT S .GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+02+1 3 1+C2+1+C2+113 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+03+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+CZ+1+C2+1 3.1+02+1+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EAC IDE OF MEETING RAIL CENTERLINE 60.WO x 38.375 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+01+1+C2+1 2 1+02+1+C2+1?2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 314"MAX.FRO QRNERS JAMBS: 9'MAX.FRO ORNERS AND 221/2"MAX.O.C. 48.000 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: 60.&S,1+02+1+C2+1I3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 X O _ 54.000 1 +CL+1I 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1.3 1+C3+i+Gi+1 3 1+ 03+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+ 1+C2+1+C2+1 3 1+CZ+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+ +C2+11 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C1+1 3 1+03+1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000x 38.378 1+C2+1+C1+1 2 1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1I 2 1+02+1+C2+112 1+C2+1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+C2+1 3 1+C2+1+(2+1(3 1+C2+1+C2+ +C2+1+C2+1 3 1 1+C2+1+02+1 3 1+C3+1+C3+1 PLUS(1)ANCHORS AT FLXED SECTION. 54.0DO 1+C2+1+C2+1 3 1+C2+1+02+1 3 1 1+C2+1+C2+1 3 1 +l 3 1+C2+1+02+1 3 1+C3+1 1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 +1+C2+1 3 1 +03+1 3 (3"MIN.O.C.ANCHOR SPACING) 63.0D0 1+C2+1+C2+1 3 1+C2+1+C2+1!3 1+C3+1+C3+1(3 1+03+1+C3+1 3 1+C2+1 3 1+C3+1 3 74.000x 38.375 1+02+1+C2+1 2 1+C1+1+C2+112 I 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+ 1 2 25 314'MAX. 46.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1 +1 3 1+C3+1+C2+ 1--3-MIN. 60.628 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C1+1+C2+1(3 1+C2+1+C2+1 3 1+ 1+C2+1 3 1+C3+1+C3+1 3 .J- 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 +02+1+C2+1 3 1+C3+1+C3+1 3 F. X O X 60A00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+03+1+ 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 PRODUCf REVISED a-plyio8 with the Florida 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+ +1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Building Coda 84.ODOx38.375 1+02+1+C2+1 21+C2+1+C2+1 21+C2+1+C2+1 21 1+CZ+1 31+C2+1+C2+1 21+C2+1+CZ+1 2 MTG.RAIL,TYP. q ,��j(p- II�� 48.000 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 1+02+1+C2+1 3 1+C2+1+02+7 3 1+(3+1+03+1 3 EXAMPLE CLUSTER W/QTY.O CHORS °� o1 50.625 1+C2+1+C2+1 3 1+C2+1+G2+1 3 1+C2+1+C 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1 C3+1 3 1+C3+1+C3+1.3 1+C2+1+C2+1 3 1+Cf+1+C3+1 3 60.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1 1+03+1 3 1+C3+1+C3+1.4 1+C3+1+C3+1ol+C3+1+�0+1 C3+1 3 [-T25 3/4'MAX. 63.00D 1+C3+1+C3+1 3 1+C2+1+C2+1 1+C3+1+03+1 3 1+03+1+C3+1 4 1+C3�1 C4+ 4 1 1P2 TYP' F---3'MIN. 86.437x 36.375 1+C2+1+C2+1 2 1+C2+1 1 2 1+02+1+02+1 2 1+02+1+C2+1.3 1 +1+02+1C2s1 6 i ••• • • • WRIER 48.000 1+C2+1+C2+1 3 1+C2+ +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2 - 4. . . . -M+C2+11 ••• • X O X 60.628 1+C2+1+G2+1 3 1 -t-f +1+C.1+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C� 1 11 a • • •T - 64.000 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+C3+133 1+C2+1+C2+1C3+1 3 ••60.000 1+C2+1+ 3 1+C2+i+C2+1 3 1+C3+1+03+1 31+C3+1+C3+1(4 1+03+1+03+104+1 4MTG.RAIL,TYP.63.000 1+03+ p+1{3 1+02+1+C2+1 3 1+03+1+C3+13 1+03+1+q+1i 4 1 1 1( 04+1 4 EXAMPLE CLUSTER Wj QTY.OF(4)ANCHORS �naer m� • • • ���••• • • tOC GE SPACING,XOX 113-1/3-1/3 yI IECHNOGY TJ.VENT F�36 T°k• • made °"` /b"�°° •ORO.B&1529 AK�� HORIZONTAL ROLLER WINDOW,IMPACT gp X08 p� NOKOMIS,8.34274 VW*Bator � ftwq� � A LYNN W ER,RE P� ylg pg �� 9 Hw+o NTS 9 11 4127-10 G P.E.#WM 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,JA L 1.ANCHOR TYPES: ANCHOR TYPE 2.3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1, NC 1-1/4'E 2-1W ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZO 2.GLASS TYPES: WINDOW SIS m � m 4p A.5/16"LAMI- 1 W A) FOR INSTALLATION IN THE HVHZ ABOVE 30 fQ 71 2 4J u]tl7 - 1/8"A.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A W V =<8 ' _�1 =otl = otl _M _M ' C.5116 LAMI-(1/8"HS,.09D,V8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 D.7/16"LAMI-(3/16'A,.090,3116•A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7116'LAMI-(3116'A,.090,3/1("HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/16"LAMI-(3/16"HS,.090,3116,HS) 50.625 1+C2+1 3 1+Cx+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13116"LAMI IG-1/8"OR 3116"A(MIN.),5116'OR 3B"SPACE,5/16"LAMI-(118'A,.090,118"A) H.13/16'LAMI IG-1/8"OR 3116'A(MIN.),5116'OR 318'SPACE,5116°LAMI-(VS"A,.090,1/8'HS) 54.OW 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),5116'OR 3J8"SPACE,5/16'LAM[-(1/8'HS,.090,11W HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13/16'LAMI IG-1/8"OR 3/16"A(MIN.),3/18"OR 1/4 SPACE,7/16-LAMI-(3f 16'A.090,3/16"A) K.13/16'LAMI IG-VW OR 3/18'A(MIN.),3116'OR 114'SPACE,7/16'LAM]-(3(16-A,.090,3118'HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L 13116'LAM[IG-118"OR 3/16"A(MIN.),3116'OR 1/4'SPACE,7116'LAMI-(3/16'HS,.090,3116"HS) 48.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 4&000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+13 1+C2+1 3 1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 10112'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1++ 33+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 16 3/4'MAX FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9'MAX.FROM CORNERS AND 2212"MAX O.C. 63.000 1+C3+1 3 1+C2+1 3 1+03+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY. O X 53.125 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+03+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50,625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+7 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE E MEETING RAIL 60,000 1+C3+1 4 1+C2+1 3 1+C3+13 1+C3+1 4 1+C2+1' 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE VENT AND FIXED SECTION.(7) 63,000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 j 3 1+C4+1 3 ANCHORS TOTAL AT HEAD AND SILL 60.000x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+02+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 18 3/4"MAX. 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 --1�--3"MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9'REF. 00 63.01+C3+1 4 1+C3+1 3 2+C4+24 1+C3+1 4 1+C3+1( 3 2+C4+2 4 X O PRODUCT REdISF.D 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+02+2 3 1+C2+1 2 2+C2+2 3 as-plyingWilh*0Piwi& . L A:.o gCode 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 MTG RAIa«c��eonul(o.o 113� 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 2J 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 a 2+03+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) ey 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 63.0W 1+C3+1 4 1+C3+1 3 2+C4+24 2+C3+2 4 1+C3+1 3 2+C4+2 4 18314"MAX. 1 12'TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2 2• C2t2 a 3 • • • ••� If3-MIN. 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+ +2 3 Z 4 • • • • • • • •9"REF. X O 50.625 2+C3+2 4 2+CE+2 3 2+C3+2 4 +C3+2 4 2+C2 3 2 4 • ••• • - - • • • •� - 54.000 2+C3+2 4 C3+2 3 2+C4+2 4 2+C3+2 4 2+ 3• Cs1+! 4 • • • •• 60.0W 2+C3+2 4 1+C3+1 3 2+CA+2 4 2+M+2 5 2+C3+2� 3 2+C4+2 4 MTG.RAIL 63.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS + � • • • • ASCIJORAGE SPACING,OX AND XO WINDOWS ,a '• • AXIM.HORIZONTAL ROLLER WINDOW,IMPACT • P.O.BSC im a mac oa,tgmn �e A LYPW MILLER,RE o FA ma m� aoKOMis.Fl att7a VfribiyBettes IWID )yfs f0 11 4127-10 G P.E#soros F.lG 1l28/OB rr. 323106 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • yP NOTES: 2x WOOD BUCK, 1.FOR C CRETE APPLICATIONS IN MIAMI RADE COUNTY,USE ONLY MIAMI-DADS COUNTY AP OVED 1/4'ELCO MIN.3.4 KSI 1'MIN. GE NOTE 3 1 3Ar T NS EMBEDED 1 3/8'MIN.OR 1/4'SS4 CRETE-FLEX EMBEDED 13/4-MIN.. MINIMUM DIST FROM CONC MIN. CHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1 OOD a 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4'SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" 1/4' THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX J CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ONCRETE OD CHOR, CHOR 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM TE 1 DETAIL A NOTE 2 DETAIL B OF 11W THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4' 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SM M�' 1 114'MAX. IM--�14+ 1 1 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN.N. I I (1.5 KSI CM ' OR 2-1/2'MIN.EMBEDMENT n PER NOTE 1 a (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, -f ANCHOR, NOTE 2 NOTE 1 T 1314• EXTERIOR INTERIOR •MIN.EDGE ?•IMIN.E.D (HF�B SILL DET LS A.B.C,O, &H) ._ ..• TYP. 2x WOOD BUCK,NOTE 3 1x W BUCK,NOTE 3 4 SEE NAILING INTERIO 5f8'MIN.EDGE DETAIL E DETAIL F (JAMB DETAIF s 1) f TYPICAL FLANGE FRAME JAMB IONS IOR I 518'MIN. CONCRETE WOOD DETAIL H (HEAD) ANCHO ANCHOR, E 1 NOTE 2 NAILING .131 DIA.MIN.x 212"NAIL PRODUCT REViSFA AT CORNERS AND 5'O.C. m�plym8wiW 8reffc%ida TYPICAL DETAILS G,H&I. Q 8 7amg 1/4' OrtX MAXSHIM SHIM 'MIN.EDGE :I.D7�-_4-22021 SEE n ..i.. U + NOTE 1 1318 MIN. NAILING :. I 1 •• ••• • • • 2-12'MIN. 1 D. MIN. • • • • • • SEE NAILING 3.4KS1 o 6 E'D'T' D ° 1.'I111N•EbGE•• •� ••• • � co ErE DETAIL C Noma DETAIL D •• •� k;43M;p:e dE rAIC G(SILL) DETAIL I(JAMB) - TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS • • . 1.t%.NN 08YQWV�� •A C ORAGEDETAILS TTVa 3675 T� • v�rbic • AWK HORIZONTAL ROLLER WINDOW,IMPACT •P.o.Selx 7328 3;797 uas CSadaO me NOKOM1AIS,R 34774 Yislbly ears mrt omrgsnT A LYNN MRLER RE FX 7/L6lDB J.J. 3t13lOB '. HeN 11 d 11 4127-10 G P.E.#38705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r • MIAMI•DADE MIAMI-DARE COUNTY "' F =« n PRODUCT CONTROL SECTION DEPAR'T'MENT 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 OE NOA, www.miamidade.gov/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 thg Florida skiing ...... Code, includinoct •..• ,,, •• DESCRIPTION:Series"SH-700"Aluminum Single Hung Window—L.M.I. •• •• ...... APPROVAL DO o. - mg a Hung Wino owj Impact",sheets'1 :....: through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by rn2ty f9.Cturer, -Skm•�and •• sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Cont3QLUyision slWp with ,• • the Notice of Acceptance number and expiration date b the Mia ocitt'otConkoP �rtidn. ,,,,,, MISSILE IMPACT RATING Large and Small Missile Impact Resistant. •;•; • LABELING: Each unit shall b ar a e menu ac re s name q�logo,;eity,:state, • model/series, and following statement: "Miami-Dade County Product Control Appfowel",unleZ gtheVise ;••••; 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 ofNOA. 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 NOAH 15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ,�;.. ��� �0_ =Date: 714.06 MlAKDADE COUNTY 1p 6,2021 8,2016 age 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11,dated 09/01/05,with revision F dated 05/15116,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform.Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fined window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacero NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8070,.dated-.WJ6/15. ...... 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalris Ortega,P.E.O . 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 •' •• •••••• 2)Uniform Static Air Pressure Test,Loading per:ebt!TAS 202-94 • 3)Water Resistance Test,per FBC,TAS 202-94..::• •;••�; ..4)Large Missile Impact Test per FBC,TAS 201:P4.� .•• 5)Cyclic Wind Pressure Loading per FBC,TAS'2Q3-94 •••• •..... 6)Forced Entry Test,per FBC 2411.3.2.1,TAS:202'24 •; along with marked-up drawings and installation diagram of an 411mipum sifg4a Lung • window,with fin frame,prepared by Fenestration Testing LaboUpty,Inc.,;Cvst • ;•••• Report No. FTL-4957,dated 10/03/06,signed and sealed by Edmunds Largae?p&la, P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1)Air Infiltration 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-0322.06) Manuel Per Product Control E o. 16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(conuwjED) 4. Test reports on: 1)Large Missile Impact Test per 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 single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No. 07-0322.06) 5. Test reports on: 1)Large Missile Impact Test per 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 single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.FTL-4649 and FTL4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •....• • 2)Uniform Static Air Pressure Test,Loading per 034 TAS 20244 .• 3)Water Resistance Test,per FBC,TAS 202-9t •• •• •••••• ..4)Small Missile Impact Test per FBC,TAS 201;§40` • 5)Cyclic Wind Pressure Loading per FBC,TA%2Q3294 •• ; goo** 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 240"4 �....� • along with marked-up drawings and installation diagram of an 2thtmmum siapletung ...... window,with fin frame,prepared by Fenestration Testing Lab&Afty.Inc., TeSt • Reports No. FTL-4947 and FTL-4650,dated 08/11/05,both signed.and sc&.*W4 :* . . ...... Edmundo Largaespada,P.E. .. ... (Submitted under NOA No.05-10X 8.01) `• 7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitter)under NOA No.05--1018.01) Manuel P ez, E. NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 1S,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014),dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 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. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. •••• 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amerisla,Iflc.for Nein- 0000:0 "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,e4pr ;g on 12f1 IT1:6. • F. STATEMENTS 0 00000 • 1. Statement letter of conformance, complying with FBC-51h EditioV(2014), tie W&May ..... 16,2015,issued by manufacturer,signed and sealed by A.Lynn1V1• bf,P.E.0 00 0. .. .. .... (Submitted under previous NOA No. 15-0519.08) 690*60 2. Statement letter of no financial interest, dated May 16, 2015, is'suef.lly mapufa�turer, ••0 signed and sealed by A. Lynn Miller,P.E. 0 • • (Submitted under previous NOA No. 15-0519.08) ••• 0 • 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and;Til 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and expiring on 03/26/21. Manuel Pe ez,4.E. Produc. stz:eHM NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGE AND INTEGRAL FIN WINDOWS STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC),67H EDITION LAZING OPTIONS• ET 2) 'ASTM El 300-M •ANSIIAFBPA NDS-2012 FOR WOOD CONSTRUCTION A 5118°LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090° ��rH.�.��T.NG �ENE= 'ALUMINUM DESIGN MANUAL,ADM-2010 •aslstoo-o7ls2-2010 F8° NGLASS AND(1)UTE OFWITH AUTACITE'PVB(BYKURARAYAMERICA,INC.)OR.090°SAFLEXPVB LAYER(BY CHEMICAL COMPANY) C.5/10"LAMI CONSISTING Of(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A .090°KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.D90°SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16°LAMI CONSISTING OF(2)LITES OF 3116°ANNEALED GLASS WITH A.090-KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.) OR.090°SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7118°LAMI CONSISTING OF(1)LITE OF 3116°ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS V41TH A .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090°SAFLEX0 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7/16°LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) SHEET OR.090•SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............I G.13/16'LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16°LAMI CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.O90"SAFLEX'PV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13/16°LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5/16°LAMI CONSISTING OF(1)LITE OF 11W ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8'HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 1.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116'LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090'KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.OSW SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13/16"LAMI IG:(1)LITE OF VW TEMPERED GLASS,AN AIR SPACE AND 7/18°LAMI CONSISTING OF(2)LITES OF 3116°ANNEALED GLASS WITH A CORNER DETAIL..............7 .080'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE.... ......8-11 K.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/16'LAM]CONSISTING OF(1)LITE OF 3118°ANNEALED GLASS AND(1)LITE OF 3/16•HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) OR.090°SAFLEX'PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L 13116•LAM[IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7116'LAMI CONSISTING OF(2)LITES OF 3/10'HEAT STRENGTHENED GLASS WITH A.090*KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16'LAMI IG:(1)LITE OF ANNEALED GLASS,AN AIR SPACE AND 5/18"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX'(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3° STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. fl4mplyjmwf0i da phwm• gA��t6•a ( .o�` WITH NARROW JOINT SEALANT OR GASKET. ra !Zees rl 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4M,FTL-4651,FTL4723,FTL4957,FTL-4958 AND FTL-5063. Dy A•liami a PraWcl ANSUAFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 0 0- 9.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREOENTS OF'Q-IE-Vl jCrD:BIVILDINWODE!INCLUDING THE HIGH VELOCITY �` ��..••• �° `, HURRICANE ZONE(HVHZ). •• •: : • • • ••• • 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZM O Wll rEMREREOsCAp 110 JR 08/05/18 F ADDED SPACERS 70 SHEET2 1070 TEC-610-Q7NE • .�� 6EaER�ISNOTEs �� � AC 51•GALE HUNG WINDOW,IMPACT A.LvfJ14UitJ ER P.E. Dafs #Ejj:� NOKOMIS.FL34274 ($y[s/ •FJC 8/1/08 2/23/07 SFI70o NTS 1 m 11 404020 F FL P.E.#58705 ••• • • • • ••• • • • • • ••• 0 • • • • • • • • • ••• i• •• • • • •• •• Party Description Material 1 71 Kommeriing 48G TPS Spacer System 72 QuanexSuper Spacer WIT vAthHot Malt Butyl See this Sheet for 73 Quanex Dulaseal Spacer Materials 41 112"NOM. 1/2"NOM. 74 REFERENCE�TEST REPORTS:Spacer GLASS & 70 GLASS BITE GLASS BITE 70 37 70 37tfl J—'Iff ANNEALED OR HEAT STRENGTHENED S 3/18'ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHE GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 5118"NOM. 7H6"LAMINATED 5/16°LAMINATED GLASS 80,81 or 8 7/16"LAMINATED GLASS 83,84 or 85 NOTE: OR INTERIOR LAMI IG OUTBOARD 71-74 a EXTERIOR LRES MAY (ALL SECTIONS) UPGRADED T TO 3✓16" WITH NO CHANGE IN DESIGN PRESSURE. KURARAY BUTACfTE 1/2"NOM. 1/2"NOM. PVB INTERLAYER 46 GLASS BRE 46 GLASS BITE SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 118"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 080 PVB INTERLAYER .090 PVB INTERLAYER HIE118"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 5/18"LAMINATED 7116'LAMINATED AIR SPACE AIR SPACE 118"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13/16"NOM. 13/18"NOM. 13/16"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAW 89,90 or 91 PRODUCTREVISED ALUMINUM we 001Plying wilt 166 21wi� SILICONE HOT-MELT BUTYL *R,.E01.F.ORrJEMENT POLYISO- DESICCANT FILL AREA paoep� 2 STRUCTURAL BUTYLENE 6/16"NOM F„lief Dsila ,2aZi _ SILICONE NOMSEAL POLYI OBUMEN URAL 114"NOM• FOAM ' BUTSILICONE SEALyWITH DESICCANT WITH DEROLL-FORMEDDESICCANT STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.OLAEXT.GLASS INT.GLASS WT.GLASS •• • INT.GLA33• • • • • KODISPACE SUPER DICRAWL® •• • • XP&GE74 4SG TPS SPACERWNXTTm SPACER T4 SPACER ; :• �� • _ 6ly�flL jej a ror✓fa ADDEDSPACERS 1074D TEC • • LRZU!'G�DET/ULS N.VI�IICE.FL • • • ,;1_ •?�` 0Y6 PU (18�•• AL(JM.4GLLE HUNG WINDOW,IMPACT n." A.LYNN"II LER`P.E. ` o� nn� NOKOWS,FL 34274 vwuty&tnrr SFO60 Full 2 d 17 4040-20 F FL P.E.#58705 FJG Wvos J.J. 212307 ••• • • • • ••• • • • • • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-71P FRAME DIMENSIONS WINDOW HEIGHT "0" WIDTH GLASS TYPE 63" 56" 68" 70' 72" 74' 76" MEETING RAIL 48" A,B,MZ+80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. gp" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +79.0 -79.0 q 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.0 +77.3 -77.3 +75.9 -75.9 "x' S ISH 531/8" A,B,M +80.0 -80.0 +79.8 79. ++78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 74.0 _1L UP TO 631/8" C,D,E,F,G,H,I,J, +80.0 -80.0 +80,0 -80.0 +80,0 -80.0 +60.0 •80.0 +60.0 80.0 +80.0 80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS - _,,,WINDOW HEIGHT'? ryyI GLASS TYPE 38 318" 44' /8" 63" 72" 74" 76' 4g" M +80.0 -80.0 +80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL gp" A,B,M .0 -80.0 + 80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 ,� H 62 A,B,M tB0.0 .0 -80.0 +80.0 -�.0 +78.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 631/8" &B,M +80.0 0.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -58.7 +55.5 -65.5 UP 7063118" C,D,E,F,G,H,I,J,K L 0 -80.0 +80,0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 CUSTOM VIEW&RAD14SIOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. � BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W NT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) .O. MINUS WIDTH GLASS TYPE 171/8' 2211116" 28 3116' 33314- 39 6116' 4413/16" 50 318' 66 76116" - SASH 63118" D,E,F,J,K O,& +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 + 70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "x 885371 H A.5/16"LAMI- 1/8-A,.090,1/8"A) FTL-4647,4648,4723 B.5/16"LAMI-(1/8"A..090,1/8"HS) FTL-0847,4 C.5/16'LAMI-(1/8"HS,.090,1/8"HS) FTL 4848 D.7116"LAMI-(3116"A,.090,3/16'A) -0645.488.5 E.7/18'LAMI-3l16'A,.090,3/16'HS) FiL PRODUCPRINISED F.7/16"LAMI- 16'HS,.090.3/19-HS) F1L-4645 ®c Myd, with Ow 4 G.13/18°LAMI IG-1l8°T,AIR SPACE,5118"LAMI-(1/8"A,.090,1/ FTL-0646,4723 Buvldi°g CoUe ori H.13116"LAMI IG-1/8'T.AIR SPACE,5116"LAMI-(118' 1/8'HS) FTL-4646 AC°OP�c°No IG•O Iq.fes irN(,fi Date I. 13/18"LAMI IG-118'T,AIR SPACE,5116'LAMI- HS,.090,1/8"HS FTL-4646 BY J.13/16'LAM[IG-118"T,AIRSPACE,7!1 I-(3/18'A,.090,3/16"A) FTL-W9,4650 Mtmm °PfO r`t K.13118"LAMI IG-1l8'T,AIR SP 118'IAMI-(3/16A,.090,3/18"HS) FTL-4849,4850,4958 L 13/16"LAMI IG-1/8"T, PACE,7/16-LAMI-(3/16"HS,.090,3/16"HS) "-4W&J662 M.13116'LAMI IG,-AWA,AIRSPACE,5116 LAMI-(1/8°A,.090,1!0'A) FTL-5063• • • • • • • • ;�`.,ti! �`. ,y,i, %. N T 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRDSSURC�OF�Bq�p P:F(p2 L�1N�R AS6:OWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. •• 000 •• • • • • 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED�IP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SW MINIMUM TO 38'MAXIMUM. 4.GLASS TYPES C.G,H,AND I MAY BE USED IN SASH ONLY ar tmo cN oov • MGM FfESSURES a ��•• - Al�.IIb1.2;111GLE HUNG WINDOW,IMPACT ,N NOKOhLB,FL 34ZT4 Vidbdy Beres • rta�e -4040-20 ; A.LYNN MII�R,P.E. F.K- s'"aeo0 ° 9H7o0 NTS 3 + 11 4040 20 F FL P.E.#58705 FX 9!1/05 J.J. 2!23107 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • 531!8' LANCED WIDTH 52118'MAX.I. . DTH 49 518'MAX.FIXED D C DLO(ALL) ) — - 5"MAX 75'MAX. 75° 7 MAX. SEE DLO I.F. A I.F. C I.F. TABLE Q / p—J HEI HT SEE DLO HE[,'HT SEE DLO HEI / TABLE O j TABLE O j 76'MAX. 78"MAX 76"MAX. FLANGED FLANGED FLANGED HEI HT HEI HT HE HT SEE DLO MAX T M NB" � TABLE X j SASH SEE DLO j SEE SEE DLO S E X (MAX) HEI HT T°B� / NO 4 TABS X / NO E4 J_ 48114" AX, M VENT DLG(AL.) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 111 B E-1 75'MAX � 76'MAX. I I.F. � I,F. I HEI HT E HEI HT SEE DLO EE DLO TABLE O S 76"1 AX TABLE O j I 76'1 4AX. FLANGED FLANGED HEI HT HEI HT PRODUCTREWWD 20° 20' a comWv(oy iv4h riB SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT 16'O 1 B 8Y 6,4ialai apmdud DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) `� i 71jif NOTES: • • •• • • • :>�: ' <<' ' 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • •• • • •• , f i 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. ••• ••i ••i ••• : : .•• i;8;•x; 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. - = 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. �.'J)•'.IA- Br. � • w7oTecyL4�oovQ•hrvE LNl//FTI©NS N.d rcE 3'4�i�{a"• • Y;== d M:S GLE HUNG WINDOWIMPACT wa aedme o u NOKONMu FL 34274 Vislb{7 • °�` " A LYNN ER,P.E. P.t4 J y07 s�i7oo NT$ 4 71 4040 20 F FL P.E.#58705 • • • ••• ••• • • • •• •• {+--2.784°--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINEOR OPTIONAL BOTTOM LOCKS,(1)6°FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 INSIDEINSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 9,10,11,15,16 31 p/IAX 2.710° FIXED 7,8 OR 17 LITE DAYLIGHT 25 OPENING j OUTSIDE `I 25 I I+ —MAX.FIXED LITE DAYLIGHT OPENING r SEWIDTH CTION A A 6 OUTSIDE INTEGRAL FINF.)F (I. RAME SECTIONS INSIDE 23 47 50 MAX HEIGHT 212.146 I HIGH I OUTSIDE I SI 2. LOW S� MAX. DAYLIGHT 49 HIGH SILL 4$ LOW SILL HEAD JAMB OUTSIDE OPENING - 682.710° 28 53 I.F.FRAME II PRODUCT REVISED as mmNfine with&a F1wI& OUTSIDE I em,dh�Cado{ O Aaeptevee Tb �P• 4.0�^ pimti Gate ',li74) 6 eY 53 2.846° mra at rmGwx 2.330° (HIGH SILL) 63 52 (LOW SILL) SEE NOTE ABOVE •• • • •• 64 • • • ,\,. ...fie, PIN a.r'/. • • • • • • 67 • 3 30 ULTRALIFT 69 •• ••i ••• • •uI;TRWF*f 1'• '>n; 12 ONLY 12ONLY SECTION C-C - SECTION B-B RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) 1.. o7o=aoa� r!oletSx,6�• • ECT(I N6 A20miSQdGLEHUNG WINDOW,IMPACT NacoMUS,Fl aaa�a Vtslbly Better °� • �.a °�QAA a>« A.LYNN MILLER,P.E. ° SHM Half 5 19 4040-20 F FL P.E.#58705 FJC 8/i/OS J.J. ?231D7 0000• • • • • ••• • 0000• • 0 • 00• •• • 0 0000 • • rfEM G.# DESCRIPTION PGT# DWG.# DESCRIPTION PW 1 4002A' FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635 1165 #8 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 8 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X 1/2-7/16 LAND 62BV151 1 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 8405 8 1 4025 ISASH STOP(EGRESS)1.125 LONG 612244 69 4060A IFLANGEFRAME SILL(HIGH SILL) 8 0 9 4029 SPIRAL BALANCE,3/8,618',OR 11/16" Vo ISILICONE,DOW 899,996 OR EQUIV. 10 1080 BALANCE COVER,318"OR 5/8" 6BALCVR918 80 GLASS,5116"LANA, 1/8"A,.090 PVB,118 A) 11 #8 X.760 PH,PN.SMS 7834M ,6/16"LAMI,(1/814,.090 PVB,1/8 12 BALANCE BOTTOM BRACKET 7BALTBKT 2 C.GLASS, I „ 90 PVB,1/8"HS 13 1085/1086 SASH TOP GUIDE 42504 3 D.GLASS,7/18"LAM.(118"A,.090 PV8,1/8"A) 16 98 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 4 E.GLASS,7/16"LANA, 1/8A.090 PVB,1/B"HS) 16 1080-1 BALANCE COVER,11116" 6BPLCVR670 5 F.GLASS,7116"LANA,(118"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 6 G.GLASS,13/18"LANA IG;1/8"T,AIR SPACE,5/16"LANA,(lWA„090 PVB,1/8" 18 4029-1 SASH BRACKET 7ULBRKT 7 H.GLASS,13/16"LAN IG;116"T,AIR SPACE,5/16"LAN,(IWA,.090 PVB,118"HS) 19 #8-32 X I W LG.PH.FH.TYPE F S.STL 7832X12FPFX 8 I.GLASS,13/16"LANA IG:118'T,AIR SPACE,5/16"LANA,(1/8"HS,.090 PVB,1/8"HS) 21 4064C FIXED MEETING RAIL 84054C 9 J.GLASS,13116'LAMA IG 1/87,AIR SPACE,7116"LAM,(3H0A.090 PVBA/16"A) 23 40080 SASH TOP RAIL 64008 1 00 K.GLASS,13/16"LANA IG;IWT,AIR SPACE,711W LANA,(3/16"A,.090 PVB,3/lWHS) 25 1235 VVSTP.,.170 X 270 BACK,FIN SEAL 67S16G I III L.GLASS,13116"LAMI IG;ver,AIR SPACE,7116"LAN@,(3M6"HS,.090 PVB,3/16"HS 26 1096 SWEEP LATCH 71096 1 P2 JM.GLASS,13116-LAMA IG;1/8"A AIR SPACE,5/16"LAIR, 11B"A,.090 PV3,1/8"A) 27 1016 #8 X.625 PH.FL.SNB 7858 2.87 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 -2.784- 30 78430 1226 VVSTP.,BULB VINYL 81P249 31 4008 SASH SIDE RAIL 612231 •082 34 1268 SASH FACE GUIDE 42501 gg��pp 35 1622 L.AISETTING BLOCK 3/32"X251WXI" 71622K 3,,55 36 1052 LAMAIGSETTINGBLOCK I"X3/4"X1/16" 71062K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 0� 38 1225 VINYL GLAZ.BEAD BULB(THIN) STP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS. 640398 47 FRAME,I.F.HEAD 42 4044B GLAZING BEAD,6116 LANA WIGRILL IIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7116"LANA 64222 O FRAME,I.F.LOW SILL 46 9850 GLAZING BEAD,7116"LMA WGRILL KIT 6985 4$ 46 4067 GLAZING BEAD,138'LAI.G. 64087 #4072A 11MI8083 T8 47 4071A FRAME,I.F.HEAD 64071 2908 PRODUCT REVISED 48 4072A FRAME,I.F.LOW SILL 640722.374 wro plyie3 wilh do Rtmtda Ii.Mna Cale 49 4073A FRAME,I.F.HIGH SILL 64073 7 7ACCW�No •O IQ 50 4074B FRAME,I.F.JAMB 64074 int• Date 52 4009 SILL LATCH(EGRESS) LOW SILL 784009 .062 NOM By 63 1088 SPRING,SILL LATCH(EGRESS) 7SPRN THICKNESS 4.171 Mimi dePM&vt--1 54 2740 SILL LATCH(EGRESS)(HIGH SILL) A161272. 155 1014 SCREEN FRAME(HOR.&VER.) .062 NOMTHICKNESS 56 1830 SCREEN CORNER KEYWRINGS •• •• ••• : : •••1631 SCREEN CORNER KEY WOUT RINGS 68 1073 SCREEN SPRING • •• • • • • • • • 59LSL4 SCREEN SPLINE-A 35 DIA FOAM81624K• ••i ••• ••• • • ••• 50 FRAME,I.F.JAMB FRAME,I.F.HIGH SILL #40748,6063-T6 4g #4073A,6063-TS (USED AS RADIUS TOP HEAD) - Off''' -; •. 6'�`��/6:`,•,,;" PBY6e6F' OtlC RTdP7a>c • • •L."'E. 1W0 TECHNO.OGY O/NEN.ve:MF.FL 34216 '� • •• •• AL 161VtE HUNG WINDOW,IMPACT Pa✓ i • �� 1 a ox w me A.LYPIPI TvI uL R',P.E. NOKOMI3,FL 34'0/4 jbVTs ly mer • O°'®° ° sN7nu NTS 6 11 409020 F FL P.E.#68705 Flo W105 J.,L ?AZ8f07 ••• • • • • ••• • • • ••••• • • • • • • I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 1 I.F.FRAME +� 2.784--jI 0 2 I� .062- 30 0sz I II II 2.630 2.330 1.� �62 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 I.-2.784 FLANGE FRAME SILL (LOM jAW ELD 1.748 O #4003C,6063•T6 6 or 50 LONGCREW OSS(2) SEALANT OR GASKET AT HEAD AND SILL 2.710 -1 �'-1.613-� .738 ( 082 .490 .040 •0� VIEW D-D VIEW E-E (1l1&VIEW HEAD&SILL,RADIUS TOP SILL) — — (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB O #4025,6063-TS 17 #4053,6063-T6 O050 1 #4004,6063-T5 _ (USED AS RADIUS TOP HEAD) 1'185 I-+- lqL� .878 -+{ 1.342 2.328 1.096—�-�--�-I� 1--2.279----1 0� '' 41 GLAZING BEAD,5/16" 2.155 97 J #40396,6063-T5 1.979 .062 1.707 .062 SASH SIDE RAIL .062 31 #4008,6063-T5 FIXED MEETING RAILO SASH TOP RAIL L O SASH BOTTOM RAIL(LOW)21 #4054A,6063HD-T6® 23 #4006C,6G83HS-T6 28 #4007,6083-T5 060 .678 .050 ' �_ r°o cr rscv�eu O GLAZING BEAD,5/16" vmlmyw8withdwFl"I& 878 42 #40448,6063-T5 B.14m 4O 2.326 T (USED W/ORI 5w"Dne"�a 16-0 14,06 .062 O GLAZING 17/16" °y,� 44 Mimi ade Prnducl C r"1 2.948 #4222 6063 T 3.448 883 2.638 ' .050 082 •• e•• • • • • � `,,;tiu!rrfrr �• • `•s • • • • • .78 1.097 •• • • `r°'Q • O GLAZING �,13/16"IG I-�-2.784--�I ••• ••: ' • • - SASH BOTTOM RAIL (HIGH) 45 TM1( B`FAD,7/16" 69 FLANGE FRAME SILL(HIGH) 68 #4051A,8083 j5 #9850,6063-T5 !_ #4050A,8083 T8 (USED W/GRILL Kll) • s `� S NS&FRAME CORNER DETAIL ,o7o7ecl•mLoor� , N.\iNIOE,R34,Ti • e '• • er. ]EIIE1105E�J;J OM i t AL(+rMrSI�JGLE HUNG W1NDO�W,IMPACT — q,LYNN"ILLE ,P.E. NOMMIe,fl.34274 Vtd BetterFA 7 SNIP Helf 7 7} 404020 FL P.E.#58705 ••• • • 0 ••• • ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS -FLEX SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3-#12 SCREWS WINDOW GLASS cqOc40-0c•U"'0 -0C%f 0` ONUN0 -0Clf o—ocqZV) 0 -oct0"'o�Oor0�'O O 2 ATIONS FOLLOWII.ANCHOR.ANCHOR GDIMENSIATIONS ONB. WIDTH TYPE 0 U U U U U U U U U U U U U U U HEAD-18112"MAX.FROM TOP CORNERS C,D,E,F,G,G, 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS _ _ 15"MAX.FROM BOTTOM CORNERS H,IJ,KL 1121 1f1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 8"MAX.BELOWMTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ORS NOT RECUIRED 1 21 1 1 11 211 1 2221 22l2222222222222222- 222222i222232233 3,.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF _. _...._ __ ... _ NOTE 2. H,IJ,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 24.040 1 1 1 1 1 T-2122 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A B,M 11-2- 1 1 1 2 1 2 112 1 2 2 2 2 2 2 2 212 212 2 2 2f2 2 3 2,2 2 2 2 3 2 2 2 3 313 212 3 3 ARE 1 LESS. S. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: H,4J,K,L 1 2 1 2-2T2 2 3 1 2 1 2 2 3 2 3 2 2 2 3 2 3 2 2 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4- 32.000 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A AB,M 112 1 2 2--- 231�22 -- 2311223232�a232322233TY 322 3331431233343344 O MAAMCORSSHOWN INBOLD. THRWISUM DESIGN PRESSURE VdTH THE EATTHIE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN _. _ _ _ ___ _____.._ ._... .- -- PRESSURE FORTH 37 000 H I,J,K L 2 2 1 2 2 2 213 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 RESPECTIVE SIZE 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS A8'M 221 22 -2231 223232122323222323213233423 3334313314353344 AVAILABLE PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,IJ,KL 22 1 222213222I32322232323232423333423 34353334453344 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB'M 2 2 112 2l2 2131212 2 3 213,21i,2 3 213 2 3 2 3 214 2 3 3 3 3 4 213 3 4 31-5 313 3141415131-3 414 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX PSF 44.000 H,IJ,KL 2222222322232322332423333423333423 3435 33344153445 (DP LIMITED) 118 PRODUCTREVISED 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ®compI)pS with ow Florida AB.M Z Z --2-[-2. -_ - - . ..-- _ _. HEAD 2 Rafldma Coda 22 212 2322213232233242�3333423333423 3436333144534415 AccaptnnmD( •O O�,j� PSF 79 T9 JAMB ABOVE 2 3 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 WrG.RAIL t -_ __. -_. ._ _. ....-..___-- _ ____ t-. _- __. _.__ .. _ -_ JAMB BELOW ay rodact Control 48.440 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 314 315 3 3 4 5 4[6 314 515 MTG.RAIL 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB'M 2 2 2 2 2 2 2 3 2�2 2�3 3(4 2 3 3 3 314 2 3 3 4 3 2 ZI 3� 31 3� 3 5 3 3 4 5 416 314 5�5 (FULL DP) tt,luu,. PSF 72 79 79 • • •• • • • • • HEAD 2 C,D,E,F,G, 2 2 2 Z 2 2 2 2 2 2 2 2 2 02 30 2 2r d al 3 3 2 3 JAMB ABOVE 2 3 \'S 53.125 H,IJ,KL 2 2 2�2 2 2 2 3 2�2 2j3 3 4 2 3 3 4 14 2 3 3 4�Jt4 3 514 S�5 3.18 4� 4�i6 415 4�8 314 5 8 MfG.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAIu>B BELOW r A 2 2 2j2 2 2 2 31212,2.3 3 4 2�3 3 4 2 3 3 4 3; 3 3 3 4 3 5 3 3 414 4(5 313 4'S 4'6 3 4 4�5 MTG'RAIL K,6 rat1�6 traratq: Dors • • • • • 1070TECHMLLOGY wE • df ESPACING, 1/1 WINDOWS ; N.VE•IOE,FL&@6• iue•• • • ,�'!._,...:.._.._�{�;`;•'� P.O!�z teas• • 6IlkLE HUNG WINDOW,IMPACT tLYNMi'lLLE�12 P.E. » c a NOKOMIS rL3W4 VWblyBemr St17a0 mne �'!' a. FX 7128/05 J.J. 2,23107 NTS 8 s 11 4040-20 F FL P.E.#58705 ••• • • • • ••• • • • • • • • • • s • • • ••• • • • :o-.: • • • •• ••• • •• • • ••• • 0 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114"ELCO TAPCONS WINDOW HEIGHT 2-1W ELCO SS4 CRETE-FLEX SUBSTRATE: jKl 29.655 37.155 44.655 52.155 59.655 67.155 7.4.655 76.000 3-#12 SCREWS ANCHOR TWEO U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GL0 Z Zq Z ZcoO Z—z MO z zM0 Z Zr�O z zcl0 Z Zc�0 Zr Z NO'�ONON0 O" NO Oji 0 0(10 ONNO'-ON NO'-ON NO O FOLLOWING DIMENSIONS: WIDTH TS U U U U U U U U y U U U U �$ U U �$ U U HEAD-181/2"MAX.FROM TOP CORNERS C,D, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112°MAX FROM TOP_ . .. _. . _ __ 15"MAX.FROMBOTTOM CORNERS H,I, 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2!2 3 22 2 3 2 3 2 2 2 3 2 6"MAXBELOW MTG.RAIL 19.1251 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED A,B,M 1(11 9 1 1 222121224221 2222222222222221222 22312223(2322232 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 9 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 312 2 2 112 31-2-i12 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANG WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1�1 1 2(2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2(2 3I2 3 2 2 2 3 2 3I2 2 2 3 2 3 2 2 2 3 2 A LESS. PSF 68 77 DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A _ __- __ -2-1-i --.. -2--F3 -- .-- *3--[-3 - __._._.-- _ _ _ _-. _.. .._ — BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32.000 H,I,J,K,L 111 111222 223222233223333323333223343324343 43 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY ABM 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 111 111222422422 22223(32233333234334322334;3342 4(3324(3 MAXIMUM DESIGN PRESSURE FOR THE PSF 59 67 79 RESPECTIVE SIZE C,D,E,F,G, 1 f2 1 1 2 1 1 2 1 2 1 2 2 1 2 2 1 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 11 1 11122222- 23 322333333433332 3 43 3 4 24343243 AVAILABLE. 1 1 1 2 1 1 2 1 2 2 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M 111 111222222232223332 333334334 2 334433243443243 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1111112224222243242 33332423434(3 433133343443 34(34431 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 111—2 2 2 212 2(3 212 3I3 3;3 212 3 443 3 3 4�3 313 4 3 414 3 3 4(3 414 313 5�3 TABLE KEY: PSF 49 79 56 79 79 MAX.PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 117 pxouurrNwlsm _. _. _. .... _ _._. 44.000 H,I,J,K,L 111 1111222(2223(32233 423334433443443343 3 343443354 HEAD 3 �complyingwtlhu�pluido 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 14 i8 coag A,B,M JAMB ABOVE 3 3 ,Fill 7 11 22222233 313344233344334-3443341344343 3444313544 'ro o� 2x21 MTG.RAIL PSF 45 74 51 74 79 7 •y C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 BELOW Mtmni eproduci - _ . . ._ MfG.RAR. 48.000 HI,J,KL 111111222 2332(233343333444334144143344444354444� 4 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B,M 121121121 2 P{22223232}2 323 314 343 3 3 4( 3 I43�3 4144441354414435(4 (FULL PSF 41 67 87 76 79 • • • • • • • HEAD 2 y C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 •1 • 30 2 3 3 2 3 OVE 2 2 r-. ..__ . . • _ ._ *__ .• MTG. L 53.125 H I,J,K,L 1 1 1 1 1 2 2 2 2 2 2 3 3 313 3 3 4 4 3 3 4 4 4 4 34 6x4 � 3x3 4 4 5 6 4 3 5 4 5,5 4(3 5 4 JAMB BEL A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 3 2 3 MTG.RAR _ i 1 1 1 1 1 1 2 2 2�2 2 2 3 3 343 3!3 4 4 3 3 414 4 4 3 3 4',4 41 1413 3 3 4 4 544 4 3 5 4 5 4 413 5 4 y�6 t0707ECHNOLoOYDWY� ESPACING,STANDARDVIEW N.VENICEL7.34278• • • me .,,",�;•:..-} P•o CQpE4y tL�3 • -1LIJ"StV*E HUNG WINDOW,IMPACT NCx.M15,}L 211• YfstA[y Bens»• • • m.e aaooN" a A.LYNN MILLER,P.E. FJG 7218/(!5 J.d 2/107 31�id6 NTS 9 a 11 4Q40-20 F FL P.E.#68705 ••• • • • • • • ••• • • • �•••i i : • i ••• • • • ••• •• • ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 22668 28.211 33.754 39.296 44.839 50.382 b5.925 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 SCREWS ANCHOR TYPE: a U U o U U a U U a U U O U U 0,401 U U U U U p ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING m0 z�Z v4O ZrZmO Z�ZmO zrZmO Z'-Z tq0 Z �z 0 z�zmp Z 8Z WINDOW GLASS N N p p N N O O t3 N O O N O O cd N p p N N O O N O O N O O DIMENSIONS: WIDTH TYPE U U �$ U U �y U U U U Qy' U U $ U U U U U U HEAD-181/2'MAX.FROM CORNERS D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171(2"MAX.FROM TOP CORNERS 19.125 K,L i 1 2 2 2-- 2 2 2 ._2 2 2 2 2 2 3 2 3 3 2 3- _3 3 .3 . 11 1/2"MAX.ABOVE THE MEETING RAIL 6"MAX BELOW MTG.RAIL 24 000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX FROM BOTTOM CORNERS K,L 1 ._..1.. -1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D,E,F,J, 1 1 1 1 1 1 2 1 1 2. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32000 - - '-' -- VIEW WINDOWS FROM TABLES 7.AND 8.USING THE K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW _.. _._- - ---- _ WINDOWS ARE 128"MIN.TO 38"MAX K,L 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 E FOR PSF 79 78 79 5 FLANGED WINDOWS. INTEGRATABLE WIDTH AND HEIGHT L DIMENSION DIMENSIONS ARE 40.000 D,E,FA 2 .__2.-. 2 2 2 2 ._2 2 2 _.�.... .. - .2.. 2 --�- - -? -2 .- -2.. _2.._ �.. 1"LESS. K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 4 8 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 T9 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F,J, 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1._ 1 2 2 2 3 3 3 4 4 4 4 3 5- 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND __.. __. _.._ _ --- -_ _. .... .___ GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 6 5 4 6 6 5 8 AVAILABLE. PSI 71 79 63 71 79 64 74 Be 1 69 1 1 69 TABLE 7.KEY: b3.125 D.E.F.J. 2 2 2 2 2 2 3 2 2 3 3 3 2 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 _.3 3 4 4 5 b 8 5 6 g 5 S 5 7 MAX.PSF (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CU LANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12776 15.776 18.776 1 1.778 1 24.778 7.776 30.776 31.108 ANCHOR TYPE. o o U o v U 0 (j o U v o v U o U o v v o U (� (FULL DPS M N Z p Z m O N Z Z m N Z m O N Z Z M N Z Z m N 2 Z M O N z z �? N Z r z HEAD 2 WINDOW 8 8 �� 8 8 N 0 8 � 8 8 � 8 8"� 8 `� 8 8 "�S 0 8 JAMB ABOVE 4 WIDTH PRODUCT REVISED 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 1 2 2 •2 2 2 N 2 2 2 2 2 MfG.RAIL as cem,p1*8 moth uw F1w1da 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 a�rinaco No -O I 'r�21 32.000 2 1 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 4 2 3 79 TABLE 8.KEY: 37'000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 3 4 4 MAX.PSF 40.000 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 112 JAMB BELOW 2 44.000 B8 78 • • • • • • • •• ,,..sd`a•i_i. ; 2 2 2 2 2 3 2 3 3 3 3 4 • 3 .4 •Z •4• 3 4 5 3 4 MTG.RAIL 63 72 79 • • • ••• • JAA �0 2 2 2 2 2 2 3 2 3 4 3 3 4 • 4 e •l 3 5 3 4 FULL DP 53.125 73 58 66 72 ELOWe2 2 1 2 2 2 2 2 1 3 3 F3 —4-1 3 1 4 1 4 3 4 5 1 3 1 4 5 1 3 1 5 1 5 3 5 MTG.RAILft. U 'ax io7o�c++N • • • ZZMORAGE SPACING,CUSTOM VIEW Wiiw8p ami , N•�jp���" : ALl7f�. LE HUNG WINDOW,IMPACT75� ` r.OMIS.,Fsza • �v«� •— — amara A.LYNIt OLLER,P.E. mrs amenia NOKOMIS,R34T/4 Visibly Better *1700 NTS 10 m 11 4040-20 F FL P.E.#58705 F.K 7128/05 JJ. 223!07 ••• • • • • ••• • ••••• • • • •• • ••• • • • •••• NOTES: MEXTERIO NTERIOR 1.FO NCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DAD COUNTY EAD AND SI DETAIL ) WOOD ANCHOR PROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE F OM -3/4"MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 13/4". CONCRETE ANCHOR 2x WOOD CK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY.USE#12 STEEL SCREWS(G5)OR (SEE NOTE 1&3) (SEE NO 4) 1"MIN.EDGE 114"884 CRETE-FLEX. 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS OSE "' 13/8'MIN., TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF T CAN BE •1.3/4°MIN.,114-CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 1318" OPTIONAL 1x o MIN. ENGINEERED 12"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) —L 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083•T5 AND A MINIMUM OF 1/8°THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE Of MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS [CAL GED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 11/4" 13V MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. N. 1/4°MAX SHIM MIN. S.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. lo 114 SHIM �{ TERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COMEINTO C I °. 1-3/4'MIN EDGE O 1"MiN.EDGE OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC NT, ED CONCRETE ANC WOOD ANCHOR FH BELOW MEETI G FH BELOW MEETING RAIL(SEE NOTE &3) RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CO RETE INTERIOR f•" OR 1.5 KSI MIN. U (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH D CONCRETE 2x WOOD BUCK OR CMU SUBSTRATE E NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D CAL FLANGED JAMB ANCHORAGE 1/4" 5/8°MIN.EDGE 2-1/2"EMBEDMENT SHIM 1 /4° — WOOD FRAME MAX. pR0ljUCTRGvtSHu --WOOD FRAME SHIM j ascmnptyioguirhtlreFk6b j nuadi"CO&1 -o t4.0/ n�0p1p000ItO .131'DIA MIN. 518°MIN.EDGE P�imti—Dat. t 2-12"EM EDMENT x 2 1/2°NAIL, 131°DUl MIN. AT CORNERS M ami de product x 21/2"NAIL, AND 5"O.C. WOOD FRAME AT CORNERS ANDS'O.C. EDGE —7.13Vt�.PAR...' • • • • • O 1/4° x 2x1/2°NNL ••• • • • • ` `'; MAX. • • • • • • =;t:;.^'':_c:-:.';: AT(bRNERS• • • • • go: A���O •i • • • • • SHIM • 2-1/2°EMBEDMENT •• • • • rlu.AFii<.5. _ DETAIL F,(HEAD) DETAIL E,(JAMB) DMAIL G,(SILL) TYPICAL INTEGRAL FIN ANCHORAGE ,' ''.. 6 N/16 Vw • . • o� lvaoTE Hw :1. GE DETAILS R VENICE.FL342F • • Tea • , : iI\j�.•..+�... °� ," P.o eSX�rae • • — ALM.flA�LEHUNG WINDOW,IMPACT wo.Ag FL aarrn y� y gem • e°" ae+c ops"' A LYNW Iv�I R,P.E. cemvnaF mp1° mur 9HM NTS 11 11 4040-20 F FL P.E.#58705 FJC 919!08 J.J. 2/13!07 ••• • • • • • • ••• • • • •• •• • • • ••••• ••• • 0 0 ••• • MIAMI-RADE 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 NOTI PTANCE OA www.miamidade.Eov/economy Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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(AHI). 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 ProduQ4(;gntrol Section that this product or material fails to meet the requirements of the applicable b4ildin%code.*..... ..•••• This product is approved as described herein, and has been designed to comply with the O'lorid�aOBvilding Code,including the _ 909 •• 666 •• •• • •...i• DESCRIPTION: eries"PW-701/720!820"Aluminum Fixed Window-L.M.I. 00 00 0 0 0 0 :0 0 0 0 APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled"Fixed Window ittw1}ation diuideLi$es", ..:Go• sheets 1 through 11 of 11,dated 04/12/13,with revision B dated 05/05/16,prepared bj:A .oufactVrer!aimed .o...' and sealed by Anthony Lynn Miller,F.E.,bearing the Miami-Dade County Product OC MIrol Reviftft%tamp •0 0... with the Notice of Acceptance number and expiration date by the Miami-Dade �oun0 0 Product Uontrol 0 Section. 0 0000.. •••••• 0 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0" 0 •.. LOGO: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state, 0 • model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0528.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. =FebruaM .14 MIAMld7ADE COUNTY Expirati19.�1 � App16( i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn.Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system azid XL Edg0m spacer system at insulated glass,prepared by Fenestration T.fting Leabomatory, sees.. Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-82%,•$ated.l l:t6/15, • 06/07/16 and 06/02/16 respectively, all signed and sealed by Id":.(Irtega, I'VE.' •• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 .... 0 a :sees:: 2)Uniform Static Air Pressure Test,Loading per*FBe,TAS 2026-94 ..•e 3)Water Resistance Test,per FBC, TAS 202-94':": s 0•••• .e:a.' 4)Large Missile Impact Test per FBC, TAS 20M.400• 0000 00••;- 5)Cyclic Wind Pressure Loading per FBC,TAS 203-04 • 6)Forced Entry Test,per FBC 2411.3.2.1,and f ASo202-94*0 00 0 0�e e s 0 along with marked-up drawings and installation diagram of an albtnh m fixed o :see*: window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. •• FTL-7212,dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 034105.01) Man el Pei ez,P.E. r NOA . 6-0629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51' Edition(2014), dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their. "Kuraray SentryGlas®(Clear and White) Glass Interlayers':daVd.06/25115,•. . ••.... expiring on 07/04/18. • •.• • 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket coin fling Athe • following: ••.. 0 a :sees: a) ASTM C864 Specification for Dense Elastomeric Compressid'd S'�al Gaskets3: .....e Setting Blocks,and Spacers with Option 11 exceptions. .e e .•••• ••%••' b) ASTM D412 Standard Test Methods for Vulcanized Rubber.4ud.Thermoplastic "'0*:* Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Properly—Compression Set fd-n HRS . 158°F. •• ... . d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rilbber and Thermoplastic Elastomers of 143 lb/in. Manuel Per z, .E. Product Cow er A No.1 9.14 zpiration Date: February 19,2019 Approval Date: August 04,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"h Edition (2014), dated May 20,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 01,-20 , signed by Ishaq Chanda,P.E. . •'. •••• •••••. .. 0000 • G. OTHERS •••••• 0000.. 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries fer thgir Series'`P.W- ;••••; 701/720/820"Aluminum Fixed Window—L.M.I."approved on 07/{9/15 anctexpiring ••••. 00:00: 4,000.• 00:00' on 02/19/19. •� •• 0000.. 0000.. 0000.. 0000.. .. . ... . 0000.. Manuel Product mer NOA No. 629.14 xpiration Date: February 19,2019 Approval Date: August 04,2016 E-3 STANDARDS USED: GENERAL NOTES:SERIES 720/820 *2014 FLORIDA BUILDING CODE(FBC),5TH EDITION IMPACT-RESISTANT FIXED WINDOW TM E130D 09 DESIGN PRESSURE RATING IMPACT RATING SAN =ANDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE&SMALL •ALUMIN ESIGN MANUAL,ADM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE C THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO •AISIS100-0 -2010 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA TIP T0.nP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY 4T BUCK WIDTH NIGI UCK WOTH 48'BUCK WIDTH HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4'VISIBLE /4'VISIBLE 45.1/4°VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH T WIDTH LIGHT WIDTH mAybRH SBD INSTALLATIONS ABOVE Mr IN THE HVHZ,THE OUTBOARD —►I 8'MAX ►� 6'MAX. F,SHEET 8 c 5�8 FAat1d Q LITE(CAP)MUST TEMPERED. �H,SHEEP 9 2'MAX B>e➢dM@4'ade B,SHEET 6 D,SHEET 7 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I I I Miami<Ri as1 t' ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i A C I C E,SHEET 8 I E,SHEET 8 WERE SOUTHERN PINE,ASTM C90 CONCRETE A UNITS AND CONCRETE ORTYPE. SHEETS SHEETS BUCK SHEET7 SHEET7 G,SHEETS G. EET9 a LT=WOOD BUCKS LESS THAN 1-lir THICK ARE TO BE L I HEIGHT 4 I — — BUCK m CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE 1 I— HEIGHT T WITH -05105/18-ADDED SHEET 11 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. J— - ------- 92-114° I -------- 93.1/4' WffH SPACERS&MOVED PARTS. WOOD BUCKS DEPICTED AS 2X ARE 1-12°THICK OR 12'MAX VISIBLE 12°MAX i 93.1/4• i— i VISIT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5'MAX LIGHT rc DESIGNED TO PROPERLY TRANSFER LOADS TO THE i HEIGHT ' LICiFl7' O.C. HEIOH7 STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS / 98° / HEIGHT I , 86` t+7 m THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO BUCK W a y •� ARCHITECT OF RECORD.(AORj I TIP I I HEIGHT Of 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I HEIGHT I I }^ V a Q N BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I (�N N �Q SUFFICIENT EMBEDMENT.NARROWJOINT SEALANT IS USEDI I I Q W ' dN ON ALL FOUR CORNERS OF THE FRAME INSTALLATION O J'C J OC Z n ANCHORS SHOULD BE SEALED.OVERALL I IIl F,SHEET 8 Z LL U)LL co J .m0 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF L-.,.g—..) 1..-- 12°MAX,O.C. �-+�D—�-{ �- 12'MAX O.C. � =LLj r W eG INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND SHEETS MAX SHEET 7 2'MAX. H.SHEET 9 U U X D) a O THE SCOPE OF THESE INSTRUCTIONS. W MAX O.C. p 2 1 j •aAl TYP.FLANGED F TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION m Y a z sea 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR n' 06 Z O LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTHE LEVATION TE NI ELEVATION(TESTED UNIT) (TESTED UNFn z az O SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING Q ; LL APPLIEDLOADS.WOOD BUCKS,BY OTHERS,MUST BE ..] 00 SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: W THEM BY THE WINDOW. 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK W GUIDE TO SHEETS MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. 0t'n a6 laay5 7)DESIGN PRESSURES: GENERAL NOTES....._......._...__1 ANCHOR SPACING TO BE S'MAX FROM CORNERS AND 12°O.C.MAX FOR ALL CURVED FRAME z m y A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCL.E ELEVATIONS......_..........._._..1 MEMBERS,SEE FIGURE 1,THIS SHEET. yi Lu TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS_..._............_..25 O O Z E1300. DESIGN PRESSURES_.__......__25 12.O.C. Y41DTH ..I �WIDTH-+( �_WIDTH—,.( �-WIDTH +{ Q [] Z ara B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION.FLANGE...._.._..6 MAX PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.---7u—'.'e — ANALYSIS AND GLASS PER ASTM El 300. INSTALLATION,INT.FIN A_._.....B �INSTALLATION,INT.FIN 8...._...9 I 1 I 0twiWS)THE ANCHORAGE METI10D3 SHOWN HAVE BEEN CORNER ..._. I. I I x I I I = LLDESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES.._.._._....11 MAX i i i L J i ant '�aa0 sau TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST._........_..._..........._._11 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR �_ W07TFi� WIDTH WIDTH ���11` i"�!� TABLE 1: — — r— — r ;; �YgNY L' THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT T I- —I T -I at ,.•••'••••. 4Yj COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPa Deaodptbn ••• • 1 • • •• I P:•' UCEfVSR•••�!C" SHALL MEET THE REQUIREMENTS OF THE FLORIDA • • • • L�7 O BUILDING CODE FOR CORROSION RESISTANCE. 1 7/18'LaM 1('An-.090'PVB-3/16"HS) ~iu • • • .- � � � � w 1Vo.$x705 ti-= 9)REFERENCES:TEST REPORTS FiL•3835,3650&7212: • •x • ••• • x I 1 x 3 1-1N8'LamI.IO 3/16'7-7/18'A7-3113"An-.090°PVS •3 •� • • • i iL_ —J iL J -0 �- ELOO ULTRACON NOA:ELCO CRETEPLEX NOA,ANSUAF&PA 4 1-1/18°Laml.IG 18'T-7116°Air-3/18°H9-.090"PVB•3118'HS 3 • •• NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN WIDTH�•{ I� WIDTH+-{ F+-WIDTH-H F.-WIDTH-•1 'd•• l6 �` 5 7116'Land 18'An-.090'SG-3118"An 4 I" —— T n�•. STATE OF MANUAL. S 7/1(•Laml 10"HS-.o9o•9G-3/16°HS a T ——— ———-1 T r——— T r— —1 T r——— -�F�s•F ORIcn ..•.a�' 7 1-1l18'LemI.KI 18'T-7/18'A7-3/18'An-.090'36-•I16VIA• S I T 10)THE 720 SERIES USES A PVB INTERLAYER THE 820 • • pFSp '••• G�-•` SERIES USES AN SG INTERLAYER THE 720 AND 820 SERIES B 1-i/18'LmnL 10 16'T-Tl18'Air-3118'HS-.�°SO• 18•HB 5• : • • ••• Gf I w I w ,�//Ohl�r MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG'='KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMglICA,2M. x • • • x x x 'PVB'=9CIdRARAY SUTACITE®PVB INTERLAYER'BY NURARAYA6*RI Ij. •i • • •• • • i I I A.LYNN MILLER P.E. ••• • • ••• P.E.#58705 ••• • i • • ••• • • •• •• • • • ••••• ••• • • • ••• • TABLE 2: Window Design Pressure(+P,psf)torGlass Type 1 LangSide Qn 7116'LAMINATED 87-7!8 1 72 78 80 84 1 88 92 98 100 104 1 109-112 GLASS STACK 30 JOD -80 +1.80 +!•80 +140 +1.80 -1AO +1.80 +1.80 +140 +IAO 32 AO +1.80 +140 +1m +1A0 -140 +140 +TAO +1.80 NAD .090'PVS INTERLAYER 34 40 +140 +1-80 +140 -140 +1.80 +1$0 +/AO +1-79.8 +1-79.4 38 •80 +IAO +IAO -140 +1.80 +/-79.7 +1-772 +1.751 H-73.4 +1-72.2 3/1WHEAT STRENGTHENED 38 AO +140 +1-SO +IAD +1781 +145.2 +1-725 +170.3 +1-68.5 +1-68.3 3/18°ANNEALED GLASS PRODUCE BwithdocemDrlIB ? GMrbSn40 40 -1-8D +1-79.8 +!•77.2 +1-74.3 +(.71.3 *f-67.9 +1$5.1 H-63.4 +1.81.6 4 BwTdIvB Cade ,42 40 +140 +171.4 +1.74.3 +1-71.3 +1-68.2 +1.647 +141.6 +1598 +f582ASN°F '_(,40 +/-78.9 +I-75.4 +1721 +1.88.9 +1-65.8 +1-622 +159.7 +157.5 USED AT CURVED46 140 +1-77.2 +l-73.8 +/-70.1 +1-688 +1-63.5 +/-683 +157.7 F E MEMBERS ONLONG SIDE -5 48 -79.3 a1-75.8 N-71.9 +1$8.3 +/.849 +1-61.5 +/582 (0)11.7/8'O.C.MAX. � GLASS BETE SY OS 50 +140 +1-77.5 +1.74.1 +1.70.3 +1.887 +1-631 -159.7 M1°1° �� Y 1-3 52 +_ +1-75.8 M-724 -1-68.8 +1.65.1 a1-61.5 01 54 44-77.4 +1-73.8 +/_70.5 +/-67.3 +143.5 SHORT 56 *1-758 +/.72 +/48.8 +1.65.3 EXTERIOR SIDE 58 +/-742 M-70.3 +1.68.8 a 20 13 m 60 +1-727 +1-68.7 +/-65 ' 62 +171.2 +IVA GLASS TYPE 1 64 +1-89.7 H-M.5 66 +14110 �•� LONG SIDE -►� ¢° 87.718 1 +l-67 NOTES: SHORT 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT T FROM THE TIP-TO.71P DIMENSION TO DETERMINE THE BUCK DIMENSION, SIDE 48b 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. K 3)FOR ARCHITECTURAL WINDOWS,FlND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT Wrrm O rn O TABLE DIMENSIONS MAY OJ chi �'aj W N ORIENTED VERTICALLY OR p-� �j c Z e HORIZONTALLY AS SHOWN. Z u• a li m W °4O'0 d TABLE 3: U U X� c g �Z ro0 � oma Window Design Pressure(+b,psQ for Glass Type 3 O YO z Long side(m) p O Z a z P W LL 67-718 78 1 80 84 Be 92 96 100 104 IM1121-1118'NOM. 9 O 30 +1-80 +140 +/ -140 +140 +l-w +/-BO HAD +140 +1_80 GLASS STACK 7/16' 04 STACK 32 +140 H40 +140 +140 +1-80 +140 ./a -q-SD +140 +1-80 1-- 34 +140 +140 +140 +1-60 +1$0 -1-� -140 H-8D +1-60 +1.80 3/76`HEAT I SHORT - `�$ y LU 1°086 36 +/40 +140 +/40 7140 +140 +146 + +140 +140 +140 +1.80 3/18'7 S STRENGTHENED GLASS 'y1 SIDE rT ® fin' Z it 36 +140 H40 +/40 +J40 +140 alto +140 +f-79.4 H-784 +1-74.3 3116'ANNEALED GLASS ?� 1�-• LU 40 +tAO H40 H40 +1.80 +I40 +140 +1-80 1-787 +- +/-70.9 * 7/16'AIRSPACE .�.PVB p 2 Z 42 +/A0 +1-80 H-80 +f40 +140 *140 +1-77 +1.73.1 +159.6 + H-65.2 INTERLAYER 0' °fD� 5 44 H40 *!40 +140 +TAO *140 of-778 +f-?4.1 H-70.3 H-83.9 11 O LL 00 46 +140 +140 +140 +IAO +/-79.2 a/-754 +1-71.7 +165.1 5 LONG F p Z NN 48 -140 +f40 +140 +140 +1-772 +I-733 + +1-658 US VED SIDE w @ ED ~T 50 +140 +140 MAO +1-79.4 +1-75.3 +- +147.5 FRAME MEMBERSO sw U N �� w 52 afAO +f40 +/4p +1-777 +- +1-695 @ 11-7/8 O.C.MAX GLASS 817E LL a 0. 54 +140 +/4D H-79.6 +_ H-71.8 1-3 alu •°s°0 s°l 56 +140 H-60 +I_ H-73.8 58 1140 +/-79 -75.4 EXTERIOR 60 + . ,6 H-73.5 a 7& 21 13 _I SHORT 1- 62 +IAO +1.75.8 •• • • • • • •• '1 SIDE64 r` 68 +1-ni +1-74i ••i i i i i :GLASS TYPE 3 87-718 +/•749 • •• • • • • ••• • NOTES: • • • •• � p\� 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSK)N TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • ••• • • • ••• • • • • • •i • A LYNN MILLER.P.E. • ••• •P• • P.E.B 66705 ••• • • • • ••• ••• ••••• ••• ••• ••••• TABLE 4: Window Design Pleasure(*psQ for Glass Types 2&4 Lag Side(in) 67-718 1 72 76 80E84 88 92 96 100 104 109.112 112 118 120 124 128 132 138 140 144 30 +1.80 +1-80 +IAO +1-80 +/-s +1.80 77-w +140 +1430 +/$0 +1-80 +1.80 +TAO +/-W +1-80 +!-80 +1-60 +140 +140 32 +140 +/430 +!80 +1430 H-&1 +1430 +1-80 +1-80 +l-8D H-80 +1-80 +IAO +1430 +140 +/.80 +/.80 +/430 +1430 34 +140 +/-80 N40 H430 H-80 +1.80 +1$0 +1430 +/$p +/.80 +/-80 +1430 +1430 +1430 +/-80 +1-80 PRODUCT REVISED 36 +1-80 +1430 +/.80 +1-80 +1430 MAO +1� HAO HAO +1430 +I-80 +1430 +1-w +fAO +1430 .comptyg weth dw FIMW 38 +140 +1430 +1-80 +1430 +/40 +1430 +1.80 +/-80 +/40 H-80 +140 +140 +140 BtodmBCo& IIA- 40 +140 H40 +1430 +l +1-80 +1430 +740 +1-80 +1-811 +1430 +IAO Acen9emw iGJ' 7'y1�4 42 +140 +/430 +1.80 +lam H-80 74 +1430 +140 +1430 +140 III///✓✓✓ 44 H� HAO +1430 +1.80 +1.80 +1-80 +1430 +IAD +lam 46 H-80 H-80 +1430 +1.80 +1 +1430 +/-8D +1$0 +/-80 BJ' 0 i 48 +1. +I-8D H-80 +14D +/-80 +/430 H-80 +1430 MiamConRd cD 50 H-80 +I-80 +I-SD +140 ;To +1430 52 +1-80 +140 +1.80 +I-80 +TAO +1-79. a rn +140 +1-80 +143 +1-800 +1-80O +t-78.8 54—48 a 58 +1430 NAO +1411 +/-79.1 m 58 +1430 +1430 +I w ' rc 60 HAfI +/-&) +1-79.3 u 82H-80 +t40 84 +/-80 +/.80 � 87-7/8 1 H-80 1 a y m NOTES: 3 ^atJ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1FROM THE TIP-TO-TIP DIMENSION TO DETERMINE BUCK DIMENSION. R '- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O VOj o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS Y FR WITH >N -v aW0 O m O `4 c/) WE a J J O O Z g Z LL to LL m J YAD1Q D Z LLT W W Z 02 •cN 14116'NOM. TABLE DIMENSIONS MAY BE ~o> 03 O C7 QMO GLASS S7AC ORIENTED VERTICALLY OR 1` .O ZO fV 7116'LAMINATED GLA LAMINATED. O Z O-Z � GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. F W LL 3116•HEAT STRENGTHENED GLASS LONG g O .080•PVB INTERLAYER 3116•TE RED GLOSS SIDE c7 3/18'HEAT 3116•HEAT STRENGTHENED GLASS �- LONG SIDE F:. ~ 1aa45 3/18•HEAT STRENGTHENED CLASS STRENGTHENED GLASS 7178'AIRSPACE .090•PVB INTERLAYER Z Iwx 4 11 11 SHORT U3 Z 5 --I SIDE O USED AT CURVED USED AT CURVED SHORT 6 O FRAME MEMBERS ONLY 2g 5/8' FRAME MEMBERS ONLY 29uu SIDE u Z EL 11-718.O.C.MAX. GUtSS B (�11-718°O.C.MAX GLASS SITE 1.43: Z N 1-3 1-3 W t0 EXTERIOR EXTERIOR LONG SIDE --►{ LL D.o. 20 13 C] 21 13 — aryl ''seQ seu SHORT ill L LONG G STYPE 2 GLASS TYPE 4 SIDE Yl �// S1DE • so SHORT (�- 1 A• L v\� . SIDE • • • • ••• •• • • •• • • A LYNN MILLER,P.E. • • ••• ••• • • P.E.9 58705 00 0 • • • • • • • • • • TABLE 5: Window Design Pressure(+/.,psf)for Gd ms Type 5 Long Side lin) 7/18'LAMINATED 67-718 1 72 76 80 84 Be 92 96 100 104 109-112 GLASS STACK � I 30 +901-125.4 +W-12) +901.115.5 +9m-111.5 •901-108.5 +901-106 +901-1045 +901-103.5 +W-1025 +901-100.7 +W.97.9 .090'SG INTERLAYER 32 +901-116.9 +9d-1168 +9N-105.3 +M-101.8 +W-98.7 +901.9;'1.7 +W-923 +9N-90.8 +901-90.3 +/.69.9 +/$9 34 +90/-108.9 +901-103 +901.968 +W-95.1 +QW-91.8 +1$62 +/-84.4 +/$1.5 -IM.1 +1-79.8 +1-79.4 3116'ANNEALED GLASS 38 +901.1026 +901.97.1 +001-928 +1-88.9 +145.5 +1$28 +1-79.7 +I-77.2 +/-75.1 0.73.4 +1.772 3/18'ANNEALED GLASS 38 +901x.4 +96`•922 +1.867 :1-83.2 +1$0.7 +1.761 44-752 +1-725 +1-70.3 +1.68.5 +156.3 PRODUCT REVISED 40 +901-94.6 +1.862 +/.82.6 +1-79.8 +I-77.2 +1.743 +1-71.3 +1$7.9 +1.65.1 +1.63.4 +1411.6 �(21 11 Mem Y08 with am Florida 42 +901-91.3 +1-&117 +1.80.7 +1-71.4 +)-74.3 r/-71.3 +/.68.2 +1$47 +/$1.6 +159.8 +158.2USED ATCU 44 +f-883 +1.824 +1-789 +1.75.4 +1-721 +1.88.9 +1$58 +1-822 +159.7 +157.5 FRAME MEMBERS a ASF L» 46 +1$54 +/.80.8 +1-77.2 +/-73-6 +1-70.1 +1$68 +/$3.5 +1$0.3 +157.7 (9311-7/8°O.C.MAX GLASS BITE LONG SIDE 48 +1$27 +1.79.3 +/-75.6 +1-71.9 +1-88.3 +/.849 +1$1.5 +158.2 a' 50 +1-869 +1-77.5 +I-74.1 +/-70.3 +1-00.7 +1$31 :;71--5913 Nliaati m 52 +1-791 +/-758 +l-724 .68.6 +1$51 +!$1.5 54 +/.774 +1-73.8 +l-765 +I .3 +1.635 EXTERIOR SHORT � Q 56 +/-758 +1.72 +158.6 +l 20 13 SIDE 58 +/-742 +/-70.3 +1�.8 60 +/-727 +/.69.7 +1$5 GLASS TYP m 62 +1-71.2 +1.67.1 64 +/-897 tf-65.5 m +-/�3 87-7hf+-- LONG SIDE -� 18 +1.67 NOTES: SHORT M Y m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE a ca �y 2)FOR SSS NOT SHOWN,ROUND UP TO THE NEM AVAILABLE SHORT OR LONG DIME 'S 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE CH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p :4 0 e 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN- WINDOWS. }t a 7 ,04 N TABLE DIMENSIONS MAY O N N Ilr ORIENTED VERTICALLY OR p LL 01LL-j o J a we0 d HORIZONTALLY AS SHOWN. Z in 13 W g TABLE 8: F-Z m O CCD Oma Window Design Pressure(+6,psf)for Glass Type 7 Y � z -tong Side(m) z a Z O y LL '- 67-710 -1118'NOM. 72 76 s0 84 Be88 92 96 100 104 109-112 ~ 0 �4 to O 30 +90-130 +901-130 +W-130 +900-128 +901-1226 +901-119.8 +9N-1131 +90/-117 :90!- 8 +901-1127 +W-1099 GLASS STACK 7116'LAMINATED 32 +90-130 +9m-1251 +901-116.9 +9G-114.8 +901-111.5 +90-108.1 +901-104.3 +W-1024 .102 +00.101.4 +901-99.7 GLASS STACK 34 *901.1231 +901-1164 +900.111.7 +W-107.5 +9p-1038 +901-99.7 +901-95.3 +90-92. +90%90.5 +1•90 +1-69.6 y� m W 36 +901-116 +W.1098 +00-104.8 +9&-100.5 +901-9.6 +SWa.3 +/-90 +/ 484.9 +/-623 +1-81.2 3116' ERED C9.ASS 3)18'ANNEALED GLASS � SS DE � ® Z W iaaNS 38 +00f-111.2 +W-1042 +001-97.9 +90-94 +9a_g1,1 +1.862 +1.649 $1.9 +149.4 +1-76.4 +1-74.3 3116'ANNEALED GLASS W F 40 +001-106.9 +9a-99.8 +901-934 +901-90A +-872 +/-84 +/-80-5 +/-767 +1.73.5 +1-769 +/$9 zCO Z 42 +901.1032 +901-95.7 +SW-9t2 +/-87.4 +/-84 +680.8 +1• +/-731 +1.69.6 +/-88.9 +/.65.2 7/1 SPACE -080'50INTERLAYER p0 LU 44 +x_99.7 +9GMA +149.1 1 +1-85.2 1 +1-81.4 +/-T7.8 of-74.1 +1-763 1 +1-6T5 +/.639 11 u. Z EL 46 +901-965 +96'-91.3 +/.87.2 +1-83.2 +1.792 �1-7 +1.71-7 +1.861 +1$5.1 5 1 O s Z NN 48 +901.915 +1.899-6 +/-85.4 +1$1.2 +1-77.2 +/-69.5 +/-658 L y LONG a,50 +90f-91.4- +1-87.8 +-83.7 +/-79.4 +l-753 +1$7.5 FRAME MEMERS ONLY 29USED AT CURVED5/8' �/ SIDE U y352 +1�.4 +!•85.5 +1$1.8 +1-77.7 +/-735 11-7/8'O.C.MAX CLASS BITE LL p 0-d 64 +/-87.5 +/.63.4 +1-79.6 +1.78 t/-71 56 +1-85.8 +1$1.4 +1-77.5 +1.73.8 1-3 a11u 'map aaLas 58 +1.838 +1-79.4 +1-754 e0 +1-821 +1-71.6 +1.73.5 EXTERIOR 62 +1$64 +1-75.8 • ••• • • 1e 21 13 SHORT 64 +1-768 +1-74 • • • SIDE se t1-77.2 • i ••i i i i &-ASS TYPE 7 NOTES:-718 +1-749 �!�• •• • • • • ••• •• , 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION*•• •• • • • •• _ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMEMICN. �0"t 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. • •• • • • • • •• • • A.LYNN MILLER,P.E. ••• • • ••• ••• • P.E1t b8705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 • TABLE 7: Window Design Pressure(+/-,pal)fcr Glass Types 6&8 Long Side(m) 87-7/8 72 76 to 84 88 92 98 100 104 109.1(2 112 116 120 124 128 1362 138 140 144 30 +901.130 +901-130 +9W-130 +9W-130 +901-13D +901-130 -M-130 +90/430 +901-13D +901.130 +901-130 +W.13D +901-130 +M.130 +M-130 +901-13D +901.130 +9/-130 +901.130 +901.130 32 +9W-13D +9W-130 +901-130 +gM-130 +901-130 +9W-130 +9W-130 .9131-130 +901.130 +901-130 .9W-130 +9W-130 +901-130 +9W-130 +9W-13D .9M-13D .9M-130 +9W-130 +9W-130 34 +9W-130 +901-130 +901-130 +901.130 +9W-13D +9W-130 +9&-130 +9W-130 +9W-13D +901-130 +901-130 +9M.13D +9p1-130 79W-130 +90143D +W-130 +M.130 PRODUCT REVISED 36 +901-130 +901-13D +9W-13D +901-13D +9M-130 +9W-130 +9W-13D -0-130 +901.13D +901.130 +901-130 +9W.13D +gM-130 +901.130 +91-13D +9M-130 m toatpiywS with do FlarW- 38 +901.130 +901-130 +901-130 +901.130 +9W-13D +9W-13D +9M.13D +9M-130 +9W-130 +9W-130 +901-130 +901-130 +901-129.2 +901-127.3 Bwwi sCods .P� 40 +90/-13D +9M-130 +901.130 +9W-13D +901.130 +9W-130 +901-13D +901-13D +901-13D +x.128.8 +gM-123.2 +901.122 +1�P1.� �. 42 +901.130 +901-13D +9W.130 +901-130 +90/-130 +9W-130 +901-130 +0-129.3 +90-123.2 +x.119.7 +901-116.4 '-1 44 +901-130 I +901-13D +9W-130 1 +901.130 +901.130 +901-130 +901-130 +90-124.5 +90-119.4 a9W-115 B 46 +901.130 +9W.13D +901-130 +901.130 1 +901-130 +9W-130 +90.128.9 +W-120.5 +90.115.3 I I I IAliami Pradoca v 48 +901-130 +9W-130 +9M.130 +901-13D +901-130 +90-129.7 +S/-123 +90.116.5 m 50 +901-1 +901-130 +901-130 +901-13D +901.130 +9(W-128.2+89.41-119. y 52 *901.130 +90430 +9W-13D +901-130 +901-130 +88.81-123 W 54 a9W-130 + .13D +90/-130 +906139 +88,8(-127.1 56 +9W-130 +8941-129 m 58 +901-130 -BW-13N +906130 ' z OD +9W-130 +901.130 -129. � 62 +901-130 +901-130 84 +901-139 +9W-130 88 +9W-130 67.7/8 +901-130 W t7 y m NOTES: > ayNi .^aa 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRAZt OM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSIO 0 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT ONO DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW 517E IN ABOVE WHICH THE OVERALL DIMENSIONS COMP Y FR WITHIN. n [C-4- Ia0 O 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT US FIN-FRAMED WINDOWS. 0 a O- o Z e n Z LL tNrJ I.L. tD J -v 0 W uvu1I V O g 5 oN TABLE DIMENSIONS MAY BE o W m O C7 onla ORIENTED VERTICALLY OR c Q O OZ st +' 16•NOM. HORIZONTALLY AS SHOWN. +-z D.z F U) LL 7N6'LAMINATED STACK 7/16'LAMINATED LONG 'j J O GLASS STACK GLASS STAB L,�� SIDE -1 to .090'SG INTERLAYER 8'TEMPERED GLASS 3/ T STRENGTHENED GLASS I- LONG SIDE /f/ Q� W Iaays 3/18'HEAT 3/18'H STRENGTHENED GLASS T_ 1� ® Z it 3/18'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7N8'AIRSPACE .090'SG I YER SHORT y Z SIDE O 4 Lu 11 5 11 i _ SHORT USED AT CURVED .7- --I SIDE FRAME MEMBERS ONLY2 USED AT CURVED t�y Z N N @ 11-7/8'O.C.MAX GLASS FRAME MEMBERS ONLY 29 SS W X W d d (9111-7/8'O.C.MAK GLASS SITE U 1-3 1-3 LONG SIDE -� ty- p T al U1 'sea seas EXTERIOR EXTERIOR ! 20 13 21 13 SHORT LONG SIDE j// SIDE GLAS E6 GLAS�EB••• • • • • • of08 • • • • • • • • SHOWlSr ••• . • • • • • • . • • 00 • • • •• . . . 09 ••• • • ••• • • • A LYNN MILLER,RE ••• • P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • •• •• 2X WOOD BUCKSTRIP —I EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT 'll DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, a TYPE A T 1/4•MAX SEE NOTE 2,THIS SHEET O EMBEDMENT SHIM . e TYTYPE.EMBEDMENT AND EDGE PRODUCT REVISED DISTANCE - EDGE DOE DIST E PER SUBSTRATE, a9 cesTtgisswilh the Florida EDGE - SEE TABL ,THIS SHEET Bmld'mg Code DISTANCE 8 AccepmomNNo C2-��•"C LlWM AX 1 SHIM 1 B, M 'Dade 4 TYP.ANCHOR TYPE, VI(( EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - > 11 SEE TABLE 8,THIS SHEET USEDATCURVED 29 FRAME MEMBERS ONLY '• OR @ 11-71W O.C.MAX PER ANCHOR VISIBLE LIGHT WIDTH REQUIREMENT WINDOW BUCK WIDTH-2-3! W WDOW BUCK WIDTH ANGHOR acn WINDOW F BUCK EXTERIOR TyU D[eGb REQUIREMENT P HEIGHT va•MAxsHIM HORIZONTAL SECTION A-A }n o c0� TIP-Tamp O w N WINDOW 912 STEEL Q,� J O Z g r HEIGHT VISIBLE SELF-DRILLING SMS Z LL U.. M roip p LIGHT (05),SEE TABLE 8, TABLE 8., =LLI rLU HEIGHT= THIS SHEET Anchor 8ubsbate Min.Edge MM.Embedment max O.C. U U X N 0 WINDOW Distance Spec" FW-Z m p BUCK P.T.Southern (8G-0.58) 8/1 138• IT HEIGHT- AkanLn tE83•TS min. 1T n O O or O .- 2.3ra• INSTALLATION 912 or 914 410 Sa Screw A3g Steel 3/8• 0.063• 12, z d Z METHOD D Steel Stud,Gr.33 min. 38• 0.ttas 16 Ga• 12" v a� LL INSTALLATION ANCHOR P.T.Southern Pile(SG=0.55) 9/16' 1-38• IT ..] O UNDERNEATH THE Aluminum,QTS mm. 3/8' 0.083•• 1T BEADING EXTERIOR 912 x914 Steel Screw(06) A36 Steel 38• 0.083'' IT p ! YS j - Ungromed CMU,(ASTM Com) 2-1/2 1-1/4' 1T MIAMI-DADE APPROVED MULUON 1/4.410 88 CreteFMa Concrete(mbL 3.35 ks4 1• 13/4• 1T 1a ZF 21 (SEE SEPERATE NOA),ALUMINUM, Concrete 2.88 ks1 1• 13/4• 12' tsf ~ 8 STEEL FRAMING OR STEEL STUD. Z "s SEE SUBSTRATE PROPERTIES, V4•Steel Uitmccn Cororete(min-286 hal 2-1/T 1318• 1T u. _Z z TABLE&THIS SHEET UnqmuW CMU.Greutea M1. ( 090) 2-vT 1-1/4• 1T O § U n C 5 �1/4•MAX 5 keq 1-1/4' 13/4• 1T u°01 p taoutea CMU, TM C4)02-117 1-we 1T LL a a •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. alll O�!�S OD BUCKSTRIP, EE NOTE 2,THIS SHEET • CONCRETE PER ••• • • • • • •• • • • • • • • EMBEDM>T)1 ANCHOR IN TALLATON • - - - - •�• .• • REQUIREMENT • •• ••• • • •'.U.='! .US LY ANCHORSRJSTED ON THIS AtiEGT.FQLLa�Afv1BF1) VT AND EDGE DISTANCE LIMITS. - - I WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/T.1X WOOD BUCKS ARE - �INSTALLATION !^� EDS TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X'ARE 1-1/2•THICK OR GREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING _ TYPE B SUBSTiATE,SEE TABLE 8.THIS SH JURISDICTION. • 990 • • - VERTICAL SECTION B-B 3.FOR ATTACHMERT T04METAL•THA S-4UC:UR%L MEMEtR SHAD.BCOF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. APPLIC4g,jrOWER ASSIGN MIESCURE FROM EITHER 101NIPW:R MULLION NOAAPPLIESTO WHOLE SYSTEM. A.LYNN MOlER,PE • ••• 000 • P.E.9 58705 • • • • • • • • • • • • • • •• •• • • • ••• • • • • ••• • •• • • •• • •• 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE DISTANCE --.. NOTE 2,THIS SHEET TYPE G TYPE F EMBEDMENT 1X THIS S RIP,SHEET - EMBEDMENT S;NCiTE2,THIS SHEET INSTALLATION 1/4•MAX TYPE EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE PAOIX�T REVISM EDGE fi7u,SEE TABLE 9,THIS SHEET DISTANCE reds FTo<2da � _ DISTANCE a,A•: Btu No�O.•�fa �1/4•MAX km Date 2 SHIM - By 4 - h ?rorNnv TYP.ANCHOR TYPE, EMBEDMENT AND EDGE - �- DISTANCE PER SUBSTRATE, > 11 SEE TABLE 9,THIS SHEET REXTERIOR USED AT CURVED 28 FRAME MEMBERS ONLY 4�3Q 17-I1W O.C.MAX. CONCRETE(CMU I �— VISIBLE LIGHT WIDTH- 5 v WINDOW BUCK WIDTH-2-314' 6; REQUIREMENT Tr WINDOW BUCK WIDTH m CONCRETE/CMU Y to WINDOW PER ANCHORy '^na BUCK HORIZONTAL SECTION C-C REQUIREMENT Ix a HEIGHT ,114'MAX SHIM n n !)72 STEEL 0 N N SELF-0RILLINOSMS O N a Z VISIBLE (GS),SEE TABLE 9. THIS SHEET TABLE 9: =I" LL cp W Mn a LIGHT Min.Edge Max O.C. Lo WINDOW Anchor Substrate Olstenee lN6r.Embedment sPacf9 W V O 2 7 'nN BUCK P.T.S Pkre(S IL 8118° 1318• tr F Z ca O a ar4a HEIGHT- Alumkfum, }T5 mkL 3/B' S72 w#14 410 SS Setew Q O Z 2-314• INSTALLATION A38steal wa' 0.0sw 12- Z D-Z '— TYPE H Slee!Stud,Or.33 rrdm 319• 0.048'(18 Ga)• it F Z LL P.T.Southern Pkre(86=0.58) 8119• 13re• 1r g O O EXTERIOR Akm*wm,W113-78 mtn. 318• 0.083•• it � 1-- A36 t`' •12 or steal Screw(G5) F A39 Steel 319• 0.063•• 1r Steel Stud,Or.33 min. U. 0.045(1 Go)• IT ® Z senus \ ated CMU.(ASTM C-90) 2-117 1-1rr 1r I.- 0 MIAMI-DADE APPROVED MULLION 114.410 SS CmteFlex 21 (SEE SEPERATE NOAH ALUMINUM, Concrete(�435 keq I. 1314• tr Q Z Z STEEL FRAMING OR STEEL STUD. Concrete(min.285 keg 1' '1-3/4IT p Ue Nnn- B SEE SUBSTRATE PROPERTIES, 114•Steel ldtraeon Concrete(min.2.85 kaq 2-t/r I-w tr u Z UJ TABLE 9,THIS SHEET Urvouted CMU,(ASTM CAO) 2-117 1-1/4• tr O _meg J N N Graded CMU TM CAO 2-1/7 1.114• 12, F% ti 5114 Steel tmmeon b IW MAX SHIM Concrete(min.3.5 kel) 1-V41314• 12' W up( Grouted cMu, r'TM CAo z-V13/4 17" Q LL W a a •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE 1X WOOD BUCKSTRIP, et11 '"tea sa!+eS SEE NOTE 2.THIS SHEET 06 CONCRETE PER • • • • • • • • • EMBEDMENT- ANCHOR INSTALLATIONNOTES: • •• • • • • • REQUIREMENT r •• • • • • ••• • 1 1.USE ONLY ANCW;&LIjTEOOMTHI9 SHEETf01lOV�EMBEEIVENT AND EDGE DISTANCE uMITB. .. INSTALLATION II • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11r.1X WOOD BUCKS ARE TYPE F t� EDGE TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•DC ARE 1-12•THICK OR GREATER DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING J SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. • ••• • • • • - VERTICAL SECTION D-D 3.FOR ATTAC NIENT TE METAL:INE;RUCTURAL MEP&EifSH:U-CE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLIC 4 LO4ItDESIGIfP:f•SS4 FR..EISoo ::6011A D.4 OR MULLION NOA APPLIES TO WHOLE SYSTEM. A. L NN MIL 05 MILLER.RE P.E ••• • • • • ••• • • • •• •• • • • ••••• ••• • • • ••• • • TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT + OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET EDGE EDGE DISTANCE DISTANCE 1SH�MAX EDGE DISTANCE �{ INSTALLATION ���111 TYPE I 2X WOOD BUCKSTRIP PRODUCPRBVISEA KTM Q asCWnvI �wAh6m6T0" OR NOTE 2,THIS SHEET 1/4' A�LT'�8 A �� 1/4'MAX .ANCHOR TYPE,EMBEDMENT AND 19 3 SHIMDGE DISTANCE PER SUBSTRATE, BY 4 SEE TABLE 10,THIS SHEET M��1 Product' EMBEDMENT a 11 3 EDMENT ' a USED AT CURVED m EXTERIOR 29 FRAME MEMBERS ONLY1A a 11-71W O.C.MAX. v EXTERIOR WINDOW 11 '�' 111 M to m BUCK VISIBLE LIGHT WIDTH= 5 > _a to '^aa HEIGHT 1/4'MAX SH WINDOW BUCK WIDTH-2-3W 1] y o WINDOW BUCK WIDTH N n slop p c�7 0 cm VISIBLE INSTALLATION HORIZONTAL SE ON E-E Z- m J „�p o z �e uG T TYPE L x w — W g HEIGHT= 00 X N b O 02 5 BUCK KW #10 STEEL µZI 00 O0 s/np HEIGHT- SELF-DRILLING SMS > p Oe Z 2-314' (05),SEE TABLE 10, Z d Z `- THIS SHEET LE 10: ~ O Anchor Subsiate Min.Edge Max.O.C. -a co Distance Spacim 2-1/2"x. Box Nall P.T.Swthen Pins SG=1163 5116' S' y taavS 2-112*x.131"CaAmmNaff P.T.Sadham Pile SG=0.56 are• 5 21 2-V2'x.145 P.T.Southern Pine SG�.65 31V5• Q g 2X WOOD BUCKSTRIP EXTERIOR P.T.Sa.Mem Pile SO=0.58 1/2' 61 $ g OR FRAMING,SEE n #10 x 1'Steel Strew °Alumiwm,r1-TS MITI. 6/16' 5° NOTE 2.THIS SHEET V' 6'A30 Steel 6110' 6° H- N 5 Q045 B Sieel Stud or.33 6/1G �^ to ti TIT �1/4'MAX SHIM MIAMI- E APPROVED MUWON w 0 Z (S PERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBS TE. O X Z L FRAMING OR STEEL STUD. LLILL 0.0. SEE SUBSTRATE PROPERTIES, a771 INSTALLATION TABLE 10,THIS SHEET TYPE J D EDGE TANCE •••• ••• • • • • • •• _ - INSTALLATION NOTEi: • • • • • • • • '' • •• • • • • • �-- EMBEDMENT •ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LJSTED O4*TH�SCEEC FO=LO f&fEDM�t:AND EDGE DISTANCE LIMITS. ' AND EDGE DISTANCE PER •• 00* •• • ! SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BITCKS%%E TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE i b OFTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 7X'ARE 1-112'THICK OR GREATER. VERTICAL TION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. • 000 - 3.FOR ATTACHMENT TO 4TAL:THE jTRaCT:RACMEMBE.R SMLLL.E OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER l3BIGN PR[SSWRE¢ROM EI1%ER If4DO2 O:MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E. ••• • • *60 ••• • P.E.#58705 000 • • • • ••• • • • • • • • • • • *00 • • • • • • • • • • • •• • • • •• •• ••• • • • ••• 9 0 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 1 FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY, 114'MAX •MORE THAN 6.O.C. a ANCHORS MAY BE NO EMBEDMENT SHIM MORE THAN W O.C. O 1X WOOD E 2,THIRIP,SEE PRODUCT REVISED e 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET ns caml4ying whh dM Fkxtda OR FRAMING,SEE Buiidat8 Code NOTE 2,THIS SHEET AcWgPenee ' p �1/4•MAX TYP.ANCHOR TYPE,EMBEDMENT AND F:cpintimt t7ute (J 3 SHIM EDGE DISTANCE PER SUBSTRATE, AY 4 7YP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET EMBEDMENTANDEOGE DISTANCE PER SUBSTRATE. 11 SEE TABLE 11,THIS SHEET 3 ' a USED AT CURVED EDGE m EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE O EDGE rc Q 11-7/8.O.C.MAX DISTANCE CONCRETE/CMU 11 ' PER ANCHOR WINDOW REQUIREMENT I 4 11 CONCRETE/CMU W M y m BUCK I VISIBLE LIGHT WIDTH= I 5 PER ANCHOR HEIGHT 114°MAX SHIM ttt"ttt ►I REQUIREMENT wnNDow BUCK WIDTH-2-3/a• o v N o WINDOW BUCK WIDTH EXTERIOR >n � ISE O 10 VISIBLE HORIZONTAL SECTION G-G J\/L 5- R'i`J' z LIGHT INSTALLATION TYPE O 7 v LL J uwa�p HEIGHT= FOR THIS INSTALLATION U(WUJ ) X N WINDOW METHOD ONLY, TABLE 11: BUCK ANCHORS MAY BE NO MhL Edi Max.O.C. C W m OY U tlMtl HEIGHT- •MORE THAN 6.O.C. Anchor Suhshata DiaMa� �-Embedment spacingti O O Z .- 2-3/4' .T.Sauthem Pale SG=0.65 9/17- 137 Z a ZF.O ti.. #12 STEEL 012 m#144t0 SS Screw Alundnam 6063-T6 min. 0.063•• 6• v O SELF-DRILLING SMS AM Steel aw a� I 0) Steel Stud Gr.33 min. 318• 0.045.18 Go 8• (G5),SEE TABLE 10. P.T.Southam Pkre .55 9116• l-W it y lee4S THIS SHEET #12 or#14 Steel Screw(GS) Alumhaan,6083-75 mbr. 318• 0.083'• 6• Z O A36Steel 318• 0.063•'- 6• ��3ss� 21 TYP.ANCHOR TYPE, EXTERIOR Steel ShA Gr.33 min. 3/8' 0.045.18 Ga 6• ee~[[' Z EMBEDMENT AND EDGE U routed CMU, TM C-90 2-1/2' 1-1/4• 12 p B DISTANCE PER SUBSTRATE, 114'410 SS C7eteFbx {mkl.3.36 kaq t• 1314' 12 u. in eCCl SEE TABLE 11,THIS SHEET Concrete min.2.85 k 1• 1314• 12' 0 �S 5 � rw z~ 114•MAXSHIM MIAMI-OADE APPROVED MULLION85 Concretem .2. 2-1/ 138• 12* Z (SEE SEPERATE NDA),ALUMINUM, 114•SteeUBreeon U C2ASIMO.0 2-117 1-114• 1T W STEEL FRAMING OR STEEL STUD. Graded CMU, Nti+Nc0.D ASTM C-9D 2-1/2' 1314' 12' LL � D.a SEE SUBSTRATE PROPERTIES, Corx;rete mbl.3.6 k 1-114• 1314 12• LL -LL sues TABLE 11,THIS SHEET 5118'Steel ^ Gmuled CMU ASTM C.BO 2-1/T 1.314' 12• INSTALLATION -TYPE N 1X WOOD 2,THIS SHE •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.00 go* Q SEE NOTE 2,THIS SHEET of INSTALLATION NOTES•' • • • • • • • • EMBEDMENT - • •• • • • • • - "' 1.USE ONLY ANCHORS L16TED 81THO S4E1:FOtO j&REDMPddT AND EDGE DISTANCE LIMITS. -' 07 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1=L',AR9 8;KS" SE TOTAL THICKNESS IS LESS THAN 1-10.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X•ARE 1-1r2*THICK OR GREATER. S EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING DISTANCE JURISDICTION. • ••• • • • • - 3.FOR ATTACHMEN`TO M:T'AL•THE:I`Rt-TtAL•MEMBERSHALLOE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. - VERTICAL SECTION H-H • • • • • • • 4.IF APPLICABL@,LOWER WSIGN P%S+E JFTOM EITHER&:DOr OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER P.E. ••• • • ••• ••• soP.E.#5870G ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • 009 0 0 I� PRODUCT REVISEDRanklew C,,plying S NO $Y ASSEMBLY DETAILS FOR ASSEMBLY DETAILS m FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES I m y m ANGLED/CURVED YFRAMEwrrH DICURVED co FRAME ASSEMBLY ASSEMBLY }h n elap 00 N CORNER U' N FRAME ASSEMBLY FRAME ASSEMBLY p� Z n Z LLLLF P LL m W uwo�0 �L) x a A GO 10 10 m Z m o _ 0a CORNERS TO i J( ALL CORNERSTOO O O O O .- SORGSEALANT I //KET / USE AND/OR SEALANT a—Z 0.Z v U O I t // / EQUAL-LEO IeaVS FLANGE FRAME ® � ? Q Fm- n EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I R om Z AND EXTERIOR FRAME WELDS I Q Q eja�s O Ix FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT n, Z SCREW BOSSES.SEALANT A CORNERS a SCREW BOSSES.SEALANT ATALL CORNERS 1IMIL O u�,,�� LLLLLL!!! °Q �S O a a LL m a/71 '�seQ ss;.e as o ••• ••• •• • • • •• �1 • ••• • • • • • • • • • • • • • • • • • • •• • • •• • •• • • A LYNN MILLER PZ••• • • ••• ••• P.EM58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABL 2.764• 2.784• 2.784• .094" �.!tf- .094" .094• -.--I�— Ite PGT Part# Description Material # .074' 067 .074' 082• .074• 062• 1 4263C Flanged Frame Alum.8063-T5 1.375'k 1.376• 2 4285 EqueWeg Frame Alum.6063-T5 1'676' 436 500• 439" 500' 436• T rRODttct nBvtseD 3 4256 Integral Fin Frame Alum.SOW-T6 1' o' V ( Bmlamg Codon 9 .500' .050•�.� �_-SII••— .o6a'a°°c ��� .050•'a�oa' ANo 2 4 4255 7/18'Lanai.Glass Beading Alum.8063 TS 1.125' 1 �+ Des 4q FLANGE FRAME EQUAL-LEG FRAME 677• 6 4254 I.G.Glass Beading Alum.6063-TS O#4253C,6063-T5 2 #4285,0063-TS L- 6e 4270 Installation Fastener Cover Alum.6063-75 �/�3 / FIN FRAME 6b 4224 Installation Fastener Cover Rigid PVC U #4256,8063-T5 10 705890 Gasket(at 90'comer joints) Polyethylene > a" 11 TP24718 Vinyl Bulb Westherstrip Flax PVC,Dum.65+/-1 1206• .346• �1 m JR-0606116-ADDED THIS SHEET 13 Dow 899,GE 7700 Silicone or EquN. I 1'�A z WITH SPACERS&MOVED PARTS. 20 71652K Setting Block,Mono.3/16'x 7/16"x 4" Neoprene,Duro.85+/-1 .876• 875" I ; 21 71704AK ISettirg Block,I.G.3/76'x 1 /32'x 4' Neoprene,Duro.85+/-1 29 108 x 1-1/4•FH SMS Stainless Steel �� �� '050' µ1 co 2 m 30 781PQX 198 x 1'Quad PH SMS Stainless Steel 3/16"&1/4" I.G.GLASS INSTALLATION > a 0'S '^aa O GLASS BEADING BEADING 68 FASTENER COVER #4258,6063-T5 #4254,6063-T5 U #4270,6063-T5-5 >-Lro- r p N (7 A N to 0! O J $ Z e N Z u `LL (_O J 1111'0 W ALUMINUM W2 x0 2 3 HOT-MELT BUTYL REINFORCEMENT POLYISO• tINT. NT FILL AREA o W m Y O W baa ^� 00 O It STRUCTURAL 5/16"NOM. B SEALS6/18"NOM. Z a Z r F- O LL STRUCTURAL 3116°NOM. O O POLYISOBUTYLEN 1/4"NOM. FOAM BU.n,L& LICONE SEAL g WITH DESICCANT WITH ROLL-FORMED � � .- DESICCANT WITH FOAM STAINLESS STEEL jRg EXT.GLASS EXT.GLASS EXT.GLASS ® tn" Z Z 1 EXT.GLASS O O to Z a Z Z)F amn INT.GLASS INT.GLASS INT.GLASS LASS 0 ?y W N R rc O LLLLIII '--T 76 KODISPACE 76 SUPER n DURASEAL@ XL EDGE'"' X o as 4SG TPS SPACER®NXTT°" SPACER SPACER 7-0 �o�a�s • • •• • • • • TABLE IO: •• •: • • • • ••• • Part# Description Material so* 00 75 Kommeriing 4SG TPS Spacer System 16 76 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for • ••• a • 77 Quanex Duraseal Spacer Materials0 • ' • • • 78 Cardinal)L Edge Spacer • • • • • • • • • •• • • • •• • • A.LYNN MILLER P.E REFERENCE TES PORTS:F'TL-87 88970 ••• • • ••• • • • P.E.#Bs706 ••• • ago 46 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 090 0 • MIAMI•DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: is Ais 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(lode, including the High V oCl �mce One. i ••• •••• •••••• DESCRIPTION Series"FDso luminum French Doors w/wa Sidelites—L.M.I. • ..... 6• • 0060•9 APPROVAL DOCUMENT:Drawing No. 11005-1 Rev F,titled"Alum. Frenc Door 9il6ites,Impact",sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Indusffk5'signed,anti healed by•': Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision'fthp with the"otice-srf•• Acceptance number and Expirati ol Sechons 6 ..... MISSILE IMPACT RATING Large and Small Missile Impact Resistant .6.6.6 6 6• Limitations: • • • • • 4096:9 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXII�On and 0=.The lower design pressure from X,XX door or O(sidelite)shall control. 6 •••••' 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. •• 3. `/4"Elco Ultracon(former Tapeon)to be 4"OC into Cone. and 6"into CMU(jambs). 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered aftera 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 hasbeen a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0528.24 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. rf�arn nape countTr NOA No.16-0629.17 Expiration Date: October 18,2017 �`�� Approval Date: July 21,2016 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No. 11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 06/08/16,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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/ TPS, 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.W20/16, all signed&sealed by Idalmis Ortega,P.E. •••• 0000.... 0000 • 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBVTA°S 202 9�t•; •• 2 Large Missile hn act Test per FBC TAS 201-94.*::::: 0.0 0•. g P P � . • 3)Cyclic Wind Pressure Loading per FBC,TAS 2034r94. ••• Along with marked—up drawings and installation diagram of fixed sidelite O-Vdinsulatted'.: .;00•0.0 laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test RepWI;o(s)JWFIJ- 6864,dated 04/02/12, signed and sealed by Marlin D.Brinson,P.E.(Subuuftea'under fileg#12- •..... 0516.02/#11-1013.22) • • 3. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 .• 0•• •'• 0.00° 2)Uniform Static Air Pressure Test, Loading per AQ YAS 2020094 o :'°'• 3)Water Resistance Test,per FBC,TAS 202-94 •• 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No FTL--5212,dated 05/05/2007,signed and sealed by Carlos S.Rionda,P.E.(Submitted under files#12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214 (50'Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02,04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). 154 `tj I - w�-a-- Ishaq L Chanda,P.E. Pr NOA No.16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERUL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours&Co., Inc.)for"Kuraray Butacite PVB Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA)former Solutia Inc.for their"Saflex Clear or colored interlayer",expiring on 05/21/16. F. STATEMENTS(Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5'edition)and letter of no financial interest, prepared by PGT,dated 05/22/15,signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. ease G. OTHER • 1. This NOA revises NOA#15-0528.24,expiring 10/18/17. ' 2. Test proposal# 16-0152 dated 03/09/16 approved by RER •••••• ••' •••.:. 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon,P.E. • . . .... .. .. ..... . . .. .. .... ...... ha I.C o net Control Examiner NOA No. 16-0629.17 Exp:Approval ion Date: October 18,2417 Date: July 21,2016 E-2 STANDARDS USED: NOTES. OUTSWING IMPACT FRENCH DOORS)AND SIDE LITE(S) :2014 FLORIDA El O 00-09 ILDINGCODE(FBC),STHEDmON •ASTM E1300-09 •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION VRD0VCPREYWW . 1.GLAZING OPTIONS: •ALUMINUM DESIGN MANUAL,ADM-2010 VC�aki oW F7o" • A 318"LAMI NOM.(.402')CONSISTING OF(1)LITE OF 118°ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR A181.13100-07/132-2010 ae`yareeN,��-e[zQ./7' ftftmbmD---ZT/ .2e17 B.3/8'LAMI NOM.(.4029 CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. � ` C.7/16"LAMI NOM.(.4659 CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3116°HEAT STRENGTHENED GLASS. D.7/16'LAM[NOM.L4859 CONSISTING OF(1)LITE OF 3116'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE _ 04 MAXIMUM PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. Y r LL E.13/18'LAMI IG NOM.(.840')CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS,1/4'AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP co c U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS. 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET � p OQ A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 0 i B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 - p 3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 Lu Lu 4.ANCHORAGE:THE 33 1130/a INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 m r SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 r N J OUGH 10. VERT.SECTIONS.............4 = J W 5.SHUTTERS ARE NOT REQUI HORIZ SECTIONS........... 5 • — 0 C ON SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 F N 'LL 7.REFERENCES: EXTRUSIONS................... 6.7 w 06 0 TEST REPORTS 212&6884;ELCO ULTRACON NONS:;ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 a UAL. � Z Iw � (� 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREME THE HIGH VELOCITY N GLASS ABBREVIATIONS Q = Z 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED (a Z A THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.-HEAT-STRENGTHENED B.FULL LENGTH REINFORCE OWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED W TABLE 1.,SHT.2.REF ABLE 2,SHT.2 FOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE REM 22 REINFORCEMENT. j LL p 93 93 91 o F ? a 30 30 30 u. Z 80-83 ® ppN mN 73 1/2'GLASS BITE 7 1/2'GLASS BRE 74 1/2"GLASS BRED x� Mega EXTERIOR RIOR EXTERIOR , a x c <:1 94 a sa a sa n� 1/8"AN.OR 16"AN.OR 1/4"AIRSPACE 3/18'HS o HS.GLASS HS.GLASS I I 3/16'HS. 1 �• • • • • •3/1�=P.GLASS GLASS �� �� 090 PVB INTERLAYER GLASS 090 INTERLAYER G • • • • • • • • \�..0�. ...... ... Fkix,AQ' (DUPONT BUTACITE OR (DU BUTACITE OR • •• • • • • • 1/8"HS.GLASS `: F SAFLEXIKEEPSAFE AFLEX/KEEPSAFE • •• • • • •09OWB INTERLAYER MAXIMUM) MAXIMUM) ••• ••i ••i ••• IDUI.9OgjftTACITE) yt: No_58705 318"NOM. 7/16"NOM. 13/18"NOM. = GLASS STACK GLASS STACK GLASS f STACK 3 f • ••• • • • • 'A '•. SAT °� 2, 3/8"LAMI NOM. 7/16"LAMINOd1. ; • • • • 13/16"LAMI IG NOM. %�����;fiL�R+?? GLAZING OPTION A OR B,NOTE 1 GLAZING OPTIONt OKA,NOTA 1. :GLAZING OPTION E,NOTE 1 a poIIr�r� PE • • ••• ••• • P.E.d 59705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••s • •• •• ••• • • ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1 e1 19s REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS LA.318"LAMI(118'A,.090 PM 3/16"HS) DOORS WITH GLASS TYPES A,B,C,D OR E B.318 C.7/18^LAMI(3116"P-090 PVB,3/16"HS) - HEIGHT D.7/16'LAM[(3116"HS,.090 PVB,3116°HS) WIDTH 68-79 3/4" °- 87 314" 91 3/4" 8°_95 3/4" E.13/16'LAMI IG(3/18"TP,1/4'AIRSPACE,1/8'HS,.090 PVB,3H(r HS) c1l u- ° 37 1/2" ° 71 3/4" +75.0 -75. +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y 3 6 MAX OXIXO WIDTH = 731/2" O WIDTH SINUM'SlUnITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2' o U 27314- +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX XXOlOXX WIDTH=107 3/4' O MAXp g OXXO WIDTH=143 3/4" 16 [Z� +75.0 -75.01+75.0 -75.01+71.41-71.4 +67.6 -67.6 +64.2 -64.2 � - 3.SINGLE DOORS 33 518'WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" fA 4 O +75.0 -75.0 +74.9 -74.91+70.41-70.4 +86.6 86.6 +63.1 63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 363/4' 1+75.01-75.01+75,01-75.01+75.01-75.01+75.01-75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p O 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: CO LL TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY •ts O APPROVED CONFIGURATIONS:OX,XO,OXO,)0(0.OXX&OXXO EX.A FROM TABLE 1. to N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A W O co 30'WIDE x 90 HIGH SINGLE DOOR WITH 29"SIDE LITES ❑ F' REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTLN : Z DESIGN PRESSURE=+67.61-67.6 PSF fn 2 GLASS TYPES A,B,C,D ORE w Z X. HEIGHT EB FROM TABLE 1. D_ W OXXO WITH GLASS TYPE A a. W X VAABH XX WIDTH 68-79 3/4" 1 70-83 3/4" 87314- 13/4" 8°-95 3/4" 68"WIDE x 8W HIGH DOUBLE DOOR WITH 361/2"SIDE LITES Z U- O e25 12" 47 3/4" +58.6 -58.61+55.4 -55.4 +52.4 -5 +49.8 -49.8 +47.4 -47A DESIGN PRESSURE_+70.4/-70.4 PSF C9 : d 1 N LL 27 12" 51 +54.9 -54.9 +51.8 -51.8 +49. -49.0 +46.5 46.5 +44.3 44.3 EX.C FROM TABLE 2. j Ill OXO WITH GLASS TYPE C 29 12" 55 314" + 7 -51.7 +48.8 -4$•$ 'L>41 -46.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26'SIDE LITES 28 31 112" 5° 59 314" +49.0 .0 +46.2 +43.6 43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE=+43.61-43.6 PSF ® N � 28 331/7 e 63 3/4" +43.1 -43.1 3.1 .1 +41.5 41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. OXXO WITH GLASS TYPE C 35 112" 67 314^ +38.1 -8.1 + .1 .Q,8.11+38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314"WIDE x 80"HIGH DOUBLE DOOR WITH 28"SIDE LITES =�$ DESIGN PRESSURE=+43.11-43.1 PSF o o 39 37 12" 60 71 3/4" +34.0 -34 +34.0 -34. +34.0 -34.0 +34.01 -34.0 +34.01-34.0. 0 'd 0 WIDTH GLASS TYP A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH $z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +7 -75.0 +75.0 -75.0 +75.0 '- O +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 123/4" 75.0 -75.0 +75.0 -75.0 +75.0 -75.6'N,5.0 -75.0 +75.0 -75.0 •DL�TAR • • • • • '• • • • • • • • • %36 +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61. X1.9 +59.0 -59.0 •. •' • • • • ••• • SI • • • • • • • e SID +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 +52.4 -52.4 • ••• •• • ' • •• +52.9 -52.91+49.9 -49.9 +47.2 -47.2 +44.7 -44.7 + -4-6 6. ft(� : ' +35.2 -35.21+35.21-35.21+35.21-35.2 35.2 -35.2 +34.4 -34.4 : •:• • ' • • 0 0 • • • • • +34.0 -34.01+34.01-34.01+34.01-34.0, +34.0 -34.0 +34.0 -34.0 •• • • i i •• • •• • • ••• • 009 • • • A.L"I MLLER.RE • ••• ••• • RE.A5M ••• • • • • 0:0•• • • • •• •• • • • •• •• ••• • • • ••• • • 143 �731/2'�— MAX -I I' MAX 1/2• x 'f~MAX. MAX.— EE NO E 3 MAX 363/4" 36 3/4' SEE NOTE 3 3/4' 38 3/4" SEE NOTE 3 36 3/4" >+ wJer ssv[seD �0lrae No/b-06 I 6►ptraMy llsh to i 1 Z 49 49 41 a•ar d� 49 04 LL MAX."95 314 � I U g 10 LIE C6 9 �E E E� JE EJE E[ Er lE IX 0 O X O 0 X INACIT 1 0 w o 0 55 LL —� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 M O SEE NOTE 4 OX OR XO SEE NOTE 4 OXO OXXO 41 D_ M O O 7134-MAX. 36 3/4° D Z MAX. 2 37 1/2' 24 9/16"MAX. 33 5/8'MAX. Z DLO(TYP) DLO(TYP.) G z Ill O � A A ~� B Q � o 49 a� 49 41 IG �w u. HT. 10 TYP. 953/4- MAX. 10 MDLO 8430 TYyp. MAX. sl��' i DLO J$� (TYP.) DLR a� o DLO HEIGHT =HEIGHT-11318" P� 40" DLO WIDTH'X' =DOOR WIDTH-1215/18' oz Z gyp')DI ID j IC Fr F DLO WIDTH WC=DOOR WIDTH/2-115(16' v X J L \_,XAC UINACT 1 �•• • • • • SIgE WE •• •• : ••DL HEIGHT=HEIGHT-11318" • •DL$�D111•=WIDTH 31/8' A .� A B--' • • • • X XX 41 O� .. NOT .. _ 1.FOR AN ETAILS SEE SHEETS 8 THROUGH 10. f�j 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3.SIDE LITES OVERLAP'X'AND)CC DOORS BY 3/4'WHEN ASSEMBLED TO MAKE'XO','OX,'OXO'=a,'C&AA&8'0)0(q tQNFJOURATION3! • 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). • • • • • • 5.CLEAR OPENING FOR'X'AND 70C DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.648) CM'DOOR=•AOR Vf gTHI.1-V7T • • •• • • 0.LYNN'ABLLER.P.E ••• • • • • • • 000 ••• •. P.E.p 88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 uu000cr9 sus wspl�wia ae�. .k � i7q.40 EXTERIOR INTERIOR lr mr€a v c�w,m 10 1 2 37 60 N �- 64 AT HEADMAMB gp O o . 65 AT SIWJAMB �.CO at g CLEAR-COLORED w — o SEALANT EXTERIOR INTERIOR ' W O J � W 63 o a LL z MAX. U Z MAX. Hill MAX MAX SIDE U DLO DOOR DLO LITE 62 U W HEIGHT HEIGHT Q w p ILL g U 8 LL ® a w ® Na m lull SL VIEW G-G �a CORNER ASSEMBLY 40 1.489 •• ••• • • • • •• 11 DOOR SECT.A-A SL SECT�B�E ' • 13 - b- gf . . VERTICAL VERBAL:• • •• . • •.• • • • A LYM MU EK PE••• • P.E.&59705 4 FPROMX r REVU9 MAX)OC WIDTH o�mJ� Ot u1.17 µ7 • • Y LL s — REA �O Q MAX. �MAx o DLO 'XX'SECT.C-C DLo 31 vi o 35 36 34 44 HORIZ. 46 45 5 32 �- MAX.'X'WIDTH 2Q o 0 � LL co 9610 Z O W O w O z G • INTERIOR J V Q a Z ZLLI O LL O IN a Is°° 'X'SECT. D-D _ Q 46 21 5 EXTERIOR SPACING,SAME AS n MAX.SL WIDTH 67 JAMB ANCHOR SPACING MAX.SL WIDTH r —� (SEE SHEETS T8 AND 9) �— —� Agg o�.xp� Sda 62 n o= •. ..• 66 • I .. ... .. • EE TABLES 1 AND 2 AND DLO �• N ON SHEETS 1&2 66 6 SL SECT. E-E 62 FOR AP ILITv ••. �S•--•—E�� • HORIZ. (DOOR W/SIDE LITE) •• .HQRJZ•'($IN�L•F,ASI<�E LITE) • •• • • • • • • ALYNN 0587MUM 5 PF ••• • • ••• ••• • PE.9887f18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • 000 • 0 DING POTS Z DESCRIPTICN 1 94M 8041 FRAME HEAD 2 1010 WSTP.,04M.190 X.378 HIGH J"ROD(1CP aEYrSE(1, 3 7070 K B WEATHERSTRIP.187 X.300 KOH wM I*FwA& 4 955 7856X FLUSHBOLTSTR9MPLATEbomb _ 5 938 IBM 2PT.LOCK LATE Daft 6 858 79MA FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT-MELT BUTYL 7 7832X72FPxP JJfN32 X.500 PK FL MS-S.S.W/SBJCCNE PATCH STRUCTURAL B 711 GASKET(BETWEEN THRESHOLD&FRAME JAMB SILICONE �6t1•"nalml Coe•v8 9 70898 (BETWEEN FRAME JAMB) STRUCTURAL 1/4°NOM. FOAM 3/16'NOM. 10 852A 6833018 FILLER HEAD ADAPTER POLYISOBUTYLEN WITH 1 11000 8110MM OUTSWING THRESHOLD \ WITH DESICCANT DESICCANT 1870 87'167a wSTP,.350 RD FOAM FILLTSLOT(AMSBURY 1) 3 11004A 611004M OUISW WO THRESHOLD C HAKNFL COVER 1 EXT.GLASS EXT.GLASS Y 04 U. 14 11001A 411001A ACETAL SPACER.OEi4 E WJECTWN MOLDED) O V 15 11002A 411002A ACETAL SPACER.OBS OUSE INE NMOLDED) 18.11003A 41IOWA ACETAL SPACER.140(INOSE RECTION MOLDED) 20 8180 80380 FRAME JAMB OLnsWING) � p D. 21 1610 60= WSTP.,(44M.190 X.375 HIM INT.GLASS INT.GLASS . � �ii 22 8808 88808M REWPORCHMENT,I.000X2750XCL850 808175 LD 23 1140 78X112PSATS NX 1.500 PH SO A We 2a 1048 71048 JAMB Sf2tEWCOVER CAP KODISPACE SUPER rn is 25 830 41721N STRIKE PLATE INSERT �'I O 430 TPS 97 SPACER®IdXT`R' 1W_- 28 1118 W00-4"A #10 X.750 PK FL EMS 27 7070 0707aK BULB WEATHERSTRIP.187 X,300 NIGH J 30 910D MO DOOR PANEL,TOP&BOTTOM RAIL Lu 31 911E 6911 DOOR PANEL SIDE RAIL C 32 017 7FT O HNGE EXTRUSION j TA LL. 33 1178 TiW8FPWJI ViOX.MSPKFLSMS ALUMINUM c g 0 34 913A W378M TRUSS CLAMP �j 95 1130 BTRODA 8118.18 THREADED ROD REINFORCEMENT POLYISO• DESICCANT FILL AREA (D 38 980 7880NUTA 6118.18FLANMNEXNUT j a O 37 614A 80978M WEA'R3EIffiTRIP C23ANO.EL 5118°NOM. Bl11YSE AL 5/18'NOM. WG 0 (n 38 7834FPT 48 X.75 PK FL TEK BUTYL& SILICONE SEAL O f7 Z 39 997 70987 GASKET(SETPoEEN PANEL HEAD/SILL&PANEL STILES I STAINLESS STEEL � U 40 10X3 678240 WSTP.,.187 X.269 HK03,FWSEAL DESICCANT FOAM Z 41 BM 417M SURE BOLTASSY.(INACTIVE PANEL ONLY) 42 1145 7W2FPAW 69 X.600 P FL SMS TYPE BUS EXT.GLASS ~ W 43 1212 7P300x3 SOL DUST PLUG CTIVE PIQ I EXT.GLASS C j J ( O 44 9838 6983 DOOR PANEL ASTRAGAL 1 OLIT3WINt� C3 r 45 8846 8986 PANEL ASTM 2 O LL 46 1213 �K LOOK UPPO.190 X.200 HKa•I INT.GLASS � � 47 928 74UBLOK LOCK 8UPPORTA98Y.(41 841 INT.GLASS 46 1139 7634F #8 X.760 PK FL EMS 49 982 F02PTAY 2 PT.LOCK ASSY. so LL eR169FS RwBERSLEEVE ODURASEAL OXL EDGE 51 � 41721 STRBCE PL LASE FOLIA41CP PANEL) SPACER SPACER 52 861 7FRSPX DEADBOLTS7R9�PLATE 1 53 1118 71NCWPFA #10 X.760 PH FL SMS 9M1 967 7a957X KgMLE STROKE PLATE {s 55 1118 7/0X34PFA 010 X.750 PH FL SMS M 820D M2aD SIDE HEADER Part# Description Material 81 821D 8021 3mELIlE SPL $ �. 62 9169 sa3e1 S9�UTE JAMB 80 Kommetling 4SG TPS Spacer System d$ p 63 1155 761PQA x 1.000 COAD PN.SMS See this 84 Tees �qp # 81 Quanex Super Spacer n)R with Hot Melt Butyl Sheet 03 = 10 009 7999 SU GASB MOCKING#70'198) 82 Quanex Duraseal Spacer W4A 61641M 303 JAMB R Materials X 1.0w SHEET METAL SCREW 83 0"ingl E 71 SETTING BL 313Y X 1W X T W/PSA Qi TEs :FTL4871 i 8$.97Q 71 71287K SETTING BLOCK•1/16'X V?X 1'W/PSA • • •• • • • • • 72 64222 BEAD,7118' • •• • • • • ••• • 73 goM88 BEAD,378' ••• •.: ••: ••• : : ••• 92 849M BEAD,W1ERKIR - 93 122 STP24 BULB,THICK(USED W EXIRUDEV BEAD) 94 SILICONE, 899,983 OR EQUNALENT - VIE U8'A,.80 PVB,3116'HEV8'H83118'HS.71 LAMI-3116'A,.WPVB,311('H3183118'HS,.90 PVB,3116'HS •411 ACETAL SPACER.ffi MOK ME WJECTION ED) ITEMS#17-19,28,29,5859,69,e9,74-79.84491&99-106 ARE NO%:JSC0 FYVa ARE?4OT PAF�T C:TMS APPROVAL A.LYN ROLLER,P.E.OFF-TNE SHELF DEAD BOLT LOCK 000 • • ••• 00* •• F.E#68769 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • 000 0 0 1.750 1.7� 1.750 1.750 vnouucrs 0 otwQedw•t,�e 1.480 .050 eaN nno�_W- zq•1 .250 F� 6 s1RMetc 4.726 37 WEATHER 41 4.626 4•726 4.726 .062 .050 STRIP CHANNEL N LL 4.000 .062 4.100 082 4.100 .062 4.675 3.000 6063-T5 0 375 U 4.675 4.100L 60 L6 0 c a DOOR FRAME, 2.125 125 W 2Q JAMB 8083-T6 J DOOR PANEL DOOR PANEL LU o 30 6063 TS BOTTOM RAIL 31 SERAIL DOOR PANEL DOOR PANEL 0 O INTERIOR ASTRAGAL O EXTERIOR ASTRAGAL 32 HINGE E5 U) LL O 1.500{ j 1.578 0 n 3I► 855 tj 3.111 1251 1_ 1--.558 J_� ~- 050 -"I .890 � 0 .750 � 050 -683 _ Z 1.400 I.5�50 .050 { .172 Z Z .050 it 050LU TRUSS CLAMP 3/8"GLAZING BEAD 7118°GLAZING BEAD .000. .683 O W r 1 Q FILLER HEAD ADAPTER 34 6063-T5 (7336063-TS 72 6083-T5V) LL 6063-T6 3.000--1 �-3.100--�-{ 1.092 \LL IG GLAZING BEAD [7w 1.479 6 S JAMB 74 6063-T5 T6 h it N 1.2172 1.4179I �'�_ m A 360 x -0--T-- 5.459 Lj .075 5. .0`55--1f�-� o� $ 1 FRAME HEAD 8.085 S z 8083-T8 .075 13 CHANNEL THRESHOLD CHANNEL COVER •• ••i�i 6083-T6 • • • .980 �-+--2.750-� .050 � • • 079 750 • ••i .489 ItT 1.000 A- IM I � r6 3.000 A I+--3.100• • .650 125 OUTSWING THRESHOLD • A a 11 6063-TB 60 SL HEADER O SL$ILt i i • • jER 22 TUBE MULL 6063-T6 61 B0:::8 :• • • • 8.- 6063-TSA LYNN weaLER RE ••• ••• • P.E.#5H705 ••• • • • • 6:0•• • • • • • • • • • • • • • •• •• • • • •• •• ECHEAD EHEAD '� ONE-D---t--ZONE"D-1 ZON " I t--ZONE D'—tZON '1 pRooviceasASED as ce.pw"wkr the Ewri4 hodlatcAftn w x=MINIMUM JAMB ANCHOR LOCATION. o X o o XX o o O o o XO OR OX o --ADDITIONAL JAMB 04 LL N N N N N N N N ANCHOR LOCATION, 07 to m m m m to m gm EQUALLY SPACED AS REQUIRED PER TABLES U 3-7 ON SHEET 9. O W z0 SILLII J � SILL SILL ~ZONE CLu SILL °� �ZONE"D"�ZONE"DSILL SILL "� ZONE"E"~ ZONE D'�ZONE"E'� Z � LL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE S.,SHT.9 SEE TABLE 8.,SHT.9 O a() O HEAD H HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ 0: m ZONE ZONE ZONE "E" E"F-F--T "E" ZONE ro"ZONE°F°� "B "E" ZONE'F• ZONE"F°� .B ZONE ANCHORAGE SOLUTION o H FOR A CONCRETE II' z OXXO INSTALLATION 0 z Ix A.19'x 83 314'SIDE LITES"WAND O U_ o eo eo °E"ZONE ANCHORS FROM 17 w w w w w w TABLE 7,SHEET 9. U j u- o OXO a o XXO OR OXX o o OXXO o Q N N N N N N PLUS; m m B.713/4'x 83 3/4°XX DOOR ZONE �, m 'F'ANCHORS FROM TABLE 4, SHEET 9,EACH°F"ZONE. A uN,A � SEE ENCIRCLED VALUES,SHEET 9 �$� SOLUTION: 006 ga o TOTALS(4)TYPE 1 OR 2 ANCHORSSILL $z }-ZONE}— SILL 4ZOINE4 SILL SILL I ZONE}—LL SILL SILL SILL ZONE-{ TYPE I OR2ANCHORSATHIEAD o ZONE"F' ZONED" ZONE'F`4-Lo,,--NEA. Ng"F' ZONE"F' � SEE TABLE 7.,SHT.9 " SHT.8 • • • E S •• 'E" AND AT SILL LE OF C F '►3/4i x 83 314")OC DOOR •=ANCHOR LOCATION FOR WITH•19°x R-311 SIDE R S ION AT RIG EXAMPLE ABOVE wee •• • • • •• S: 1.APPROVED ANCHOR TYPESL114-ELCO 2.1/4'ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3#12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4'MIN.O.C.FOR CONCRETE,6"MIN.0.P.17.0r MU): SEE EXAMPLE OXXO ANCHOR YOUT ABOVE. JAMBS(ALL):131/4"MAX.FROM CORNERS AND 231/8"MAX.O.C. • • • • • • • • HEAD&SILL OF DOORS:6°MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7rMAX?O.C. • • • • • • • HEAD&SILL OF SIDE LITES:8'MAX.FROM CORNERS AND 24 314"MAX.O.C. • • •• • • 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE AWMPRIATE TABL�UN:IF•ET 9.•• ••• a P �P.E. ••• • • 0 ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OXO.XXO.OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) &OXXORLVW 1.1/4"ELCO TAPCONS - gbnw, A" GLASS TYPES A,B.C,D,E GLASS TYPES A,B,C,D,E GLASS TYPES A,B.C.D,E GLASS TYPES A,B,C.D,E GLASS TYPES A,B.Q D,E buk%8 Bade ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4"ELCO SS4 CRETE-FLEX AcwVhwwNB �7 &SUBSTRATE Za WOOD 1,2,CONC &SUBSTRATE Za WOOD 1,2,CONC &SUBSTRATE z,3,WOOD 1,2,CONC &SUBSTRATE Z'"'WOOD 1,2,CONC &S 2.3,WOOD 1,2,CONC MASONRY ANCHORS e+�.Na+O•ro1 DDDR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD S DOOR WIDTHS LOAD 20NES DOOR WIDTHS LOAD ZONES W W 3.#12$CREWS(G6) t a a :•;i nCcu�c, W-75.50 'W-47.7 W W '0'-10.75 %P-25.50 79-25.50 TO 37.50 TO 71.7 _ TO 36.75 TO 37. TO 37.50 k 4.ENCIRCLED ANCHOR W ���nn QUANTITIES IN TABLES 4 N LL a ¢ a - - 8O j �O m a m a O 71.75 ,47.75 g m j AND 7 PERTAIN TO THE Ww m g �' EXAMPLE ANCHORAGE a x~ $ 52 a SIDE a � a , a SIDE a SOLUTION ON SHEET 8. O Q x W •off W LITE _ LITE V) g O cn a WIDTH x HT. x x x x X 3 WIDTH x HT. ' , H o a 'a WIDTH x Hr. o 0 0 o Wa0TH x Hf. o o x x o o x x x HT. 0 0 0 0 x O d 10 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 8 2 3 10.75 X79.75 4 1 4 1 10.75 x 79.7 ±1 4 2 0.75 x 79.76 4 2 4 2 pO 83.7 5 2 7 4 2 3 83.75 5 4 7 4 3 83.7 4 1 4 1 83.7 4 2 4 2 83.75 4 2 4 2 W O 87.7 5 2 7 4 2 3 97.7 5 4 7 4 2 67.7 4 1 4 1 87.7 4 2 K 4 2 p Ko 87.75 4 2 9 4 2 0 Lu I.' 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.7 4 1 4 1 91.7 4 2 0 2 S 91.75 4 2 9 4 2 O W 85 7 6 2 7 4 2 3 95.7 5 4 7 4 2 3 95.75 4 1 4 1 96.7 4 2 C1l 4 2 33y 95.75 4 2 _L.L N p O 27.50 x 79.76 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 9.75 4 2 4 2 12.75 x 79.7 4 2 4 2 8 12 75 x 79.75 4 2 4 2 � LL 83.75 5 2 7 4 2 3 83.7 5 4 7 4 2 3 8. 4 2 4 2 83.7 4 '1 4 2 d 83.75 4 2 8 4 2 O 06 O 87.75 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.7b 2 4 2 87.75 2 p�pqq 4 2 m 87.75 4 2 4 2 J O 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 9 4 2 F6- 4 2 F 91.76 4 2 4 2 (n 95.75 6 2 7 4 2 5 95.7 6 4 7 4 3 5 95.75 4 4 2 .7 4 2 2 4 2 95.75 4 2 4 2 q Z 29.60 x 79.75 5 2 8 4 2 3 65.75 x 79.75 5 4 7 4 2 3 19.00 x79.75 4 2 2 19. x79.7 4 3 LL 4 2 LL 19.00 x 79.75 4 3 LL 44LL a` a V 83.75 5 2 8 1412 3 83.75 5 4 7 4 2 3 83.75 4 2 4 83.7 4 3 4 2 �0) 83.75 4 3 W 4 2 W Z 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 4 2 87.75 4 3 0 4 2 0 d r. 91.75 8 2 8 4 2 5 91.7 8 4 7 4 3 5 91.75 4 2 4 91.7 4 3 a 4 2 c 91.75 4 3 �E=11 4 2 = LL O 85.76 8 2 9 4 2 5 96.7fi 8 4 8 4 3 5 95.75 4 2 2 95.7 4 3 a 4 2 0 95.75 4 3 V 4 2 V 31.50 x 79.75 5 2 6 4 2 3 59.75 x 79.75 6 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 4 3 4 2 c 21.75 x 78.75 4 3 4 2 2 83.75 6 2 8 4 2 5 83.75 S 6 8 4 2 3 63.75 4 4 2 83.7 3 = 4 2 9 83.7 4 3 LL 4 2 LL a a Q 87.75 6 2 8 4 2 5 87.7 6 5 6 4 3 5 67.75 4 2 4 2 87.7 4 4 2 u� 87.7 4 3 4 4 2 4 91.7 8 2 8 4 2 5 91.7 8 5 8 4 3 5 91.7 5 2 4 2 91.7 5 3 4 2 � 91.75 5 3 0 4 2 0 95.7 7 21101412 5 95.75 8 5 8 4 3 5 95 5 2 4 2 95.75 5 3 Ll 2 g 95.7 5 3 '1 4 2 14 ® a N m N 33.60 x 79.7 8 3 8 4 3 3 83.75 x 79.75 6 6 8 4 2 3 27.75 9.75 5 2 4 2 27.75 x 79.75 5 3 4 27.75 x 79.75 5 3 7-2 m 83.7 8 3 $84 3 5 831.75 6 6 8 4 3 5 83.7b 6 2 4 2 83.75 6 3 0 4 2 Z 83.75 5 3 �� 77 H z N 87.75 8 3 3 5 67.75 6 5 6 4 3 5 87.752 4 2 87.755 3 4 2 M8.7 5 3 ,81.75 7 3 3 5 91.75 8 5 8 4 3 5 91.76 8 2 4 2 91.75 6 3 4 3 81.75 8 3a95.75 7 3 3 5 95.75 7 8 10 4 3 95.75 6 2 4 2 95.75 8 3 a 4 3 Q 75 8 3 4 3 W a z 36.50 x 79.7 8 3 8 4 3 5 67.75 x 79.75 6 5ff 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 4 3 �c 36.13 x 79. 8 4 4--L 03.75 8 3 8 4 3 5 83.75 8 55 83.75 6 3 4 3 •�w.-V 4 0 4 p• 8375 Z 87.7 6 3 8 4 3 5 87.75 6 5 8945 87.75 7 3 4 3 • 87.75 5 �• 4+ 3 of • 87.7 7 4 ' 4 3 • •• 91.7 7 3 10 4 3 5 91.75 7 85 91.75 7 3 4 3 • 91.7 5 3 p •• 91.7 7 5 pK 4 3 K 95.7 7 3 10 4 3 5 95.7 7 5 95.75 7 3 4 3 ••S5 5 1I •95.75 7 8 7C 4 v 37.50 x 79.7 6 3 8 4 3 71.75 x 79.7 6 55 36.75 x 79.75 6 3 4 3 38.75 x 79.75 6 4 4 3 Q 36.75 x 79.7 6 4 4 3 7 83.75 8 3 8 4 3 5 83.7 6 55 83.75 6 3 4 3 83.75 6 4 4 3 63.75 8 4 w 4 3 y1 ry��87.75 7 3 10 4 35 . 5 8 55 67.76 7 3 4 3 • •8715 7 5 4 3 -� • 87.75 7 6 4 3 aEj I�91.75 7 3 10 4 36 81.75 7 8 5 91.76 7 3 4 3 f�.7 7 • VW1 • •91.7595.75 7 3 10 4 3 5 95.75 7 6 5 95.7 7 3 4 3 • 95.75 i • 4 • 5 7 5 4 3 • • • •• A.LYNN Mn LER,RE•• • • ••• ••• • P.E.9 58705 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • 2X WOOD 1 W4'�L� 2XWOOD 1314* &4 KSI MIN. A KSI MIN.CONC. 13/4'MIN.E.D. SUCK NOTE 2 IN E.D M;N E.D.F BUCK NOTE 2 1X WOOD BUCK NOTE 2 PpeoucrREVIM 13/8'TYPE I I 318'TYPE I m�PtAgwfathe pwws 1 3/4TYPE 2 1 WV TYPE 2 t BUCK 2 ' ". ..... ;; %: I 31W MIN. PW 1318" .. . —'. :'t 11 1"04�-U"-L"tl MIN. PG�7�— —j —1 1f4°MAX S I N A 114"MAXI PP* vn-wt C.2" 1/4"MAX. WOOD I EXT. SHIM SHIM SHIM ANCH CONC. EXT. WOOD EXT- -CONIC. Wo EXT- ANCHOR. OR LL E ORZ ANCHOR 0 NOTEI TYPE NOTEI TYPE 2 OR 3. ol 1114'TYPE R2(CMlU) NOTE1 DOOR HEAD(WOOD) DOOR HEAD(CONC) -1 3/8'TY 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 0) CL 13/8' 1 3(,V E 2(CONC) Alk 0 L6 1/4"MAX.SHIM MIN. (CMU) w 0 SHIM MAX IW MAX SHIM I 3/8MIN. 114"MAX HIM 1 1/4-TYPE 1 OR 2(CM1318-TYPE 1(CONIC) C6 10 IN.E.D. 1314-TYPE 2(CONIC) W WOODCONC. ANCHOR • ANCHOR, ,MIN. :3 E.D. Lu ON CONC NOTE STAGGERED ANCHOR 5 KSI MIN.CMU OR LL ON 0 CENTERS.- :!Z. �—WOOD 3.4 KSI MIN,CONC. o6 TYP E ANCHOR •1314°MIN.E.D. Ix CE �'4;1 3/4 20R3 MIN.ED.� 0 TYPE NOTE, N 1 20R3, 2X WC DD1XWOODBUCK A 1 5 KSI MIN CMU OR 2X WOOD EXT. NOTE 1 BUCK NOTE 2 EXT. NOTE 2 3A KSI MIN.CONC. BU NOTE 1X WOOD BUCK NOTE EXT. • z uj DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE AMB(WOOD) SIDE LITE JAMB(CONC) 5 Z WOOD ANCHOR TYPE 2N Lu OR 3,NOTE 1 9 I= LL 0 WOOD ANCHOR, E20R3NOTE l -CONC.ANCHOR,NOTE 1 - 1X WOOD 0 .EXr EXT- BUCK NOTE 2 x: = 16 LL EXT. 114°MAX ' NOTE 3 114'MAX MAX SHIM /4MAX SHIM SHIM z< 1 3V TYPE 1 31 MIN. 13/8'MIN. 3/8'TYPE -:- IM Y. 134'TYPE 2 3.4 KSI MIN. 3/4'TYPE 2 1314' 3.4 KSI MIN.CONC. C. CK NOTE 2ON 2X WOOD BU IN.E.D.E.D.' WOOD BUCK,NOTE 2 1-- 13/4' woo 1N DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D. as SIDELITESILL(CONC) NOTES: 1.FOR CONCRETE4NSfAIl ATIONSIN MIAMI- E COUNTY,USE MIAMI-DARE COUNTY APPROVEDEL& :At4S j.%lEjEj 1,10"WIN.(TYPE 1)OR 114"SS4 RETE EMBEDDED 13/4-MIN.(TYPE 2). ISTANCE FROM CENTER OF ANCHOR TOVNCRElV-ED63 ISd 3M". 0 W OD INSTALLATIONS USE C ee 0 0 it, REWS,G6(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED I 31W MIN.(TYPE 2). WS • BU 4 CRETE BUCKS DEPICTED AS lx ARE LESS THAN 1112"THICK Ix WOOD BUCKS ARE OPTIONAL IF UNIT40INSWAIDIDWI c%y'ro.%OtIDpQllCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 11/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ� IGROUT(34GO PSI MIN.),(DONE BY OTHERS) 77— 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRIKOU-META MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 13 NOT TIGHT TO THE SUBSTRATE,AN T FER~LLIC LT)N* CAD TO SLMSTRAVE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OJ*AS,APPROVE@ BV TI;E AlJTHO* Np JURISDICTION. . 0 f 0 0 0 00 0 a :00 V e s • ALe CYNN IAR I ER RE REA 58705 0:0 0 000 0 • 09 #0 0 000 a 0 0 009 0 • MIAMI•DADE MIAMI-DARE 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 OA www.minmidade.eov/economy LVenice, Inc. 1070 y Drive NorthL 34275 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 wfikt17vFlorida wilding "': Code,including e e oci .00000 '..• 0 ; DESCRIPTIO Series"PGT"Clipped Extruded Aluminum Tube Mullion—v.M.GLO• 0000.. APPROVAL DOC i e mpac— esistant Alurgipplw Tube-Mullims", 0 0 sheets 1 through' 25 of. 25, prepared by manufacturer, dated 08/29/aJ...With r%VJ 1,pn B 0 0:0 0 dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami bade Coul".Pjtduct Control Revision stamp with the Notice of Acceptance number and expiration date%the Miami-Dade .. County Product Control Section. :0.0:0 .0.0:0 LABELING: Each unit shall bear a permanent label with the manufacturer's nemo,U logo,city, state,;....; model/series, and following statement: "Miami-Dade County Product Control Approved' unless otherwise' 00 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#14-1105.01 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.16-0218.03 M 6,I)ADE COUNTY Ei n Date: May 26,2021 e � �f/11/6 al Date:A r' Page 1 t PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 63003R, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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•pjj;Vnnum..... mullions, prepared by Fenestration Testing Lab, Inc., Test k-aporl No. FT.L.6443 .. (samples A-1 thru E-1), dated 02/28/11, and addendum letter'tl2ttod-05/05/44; signed.... • and sealed by Marlin D.Brinson,P.E. ::• . 0 : (Submitted under NOA No.10-0819.05) • .... .. .. ..... ...... .... ..... C. CALCULATIONS •• •• *09000 .•••.. 1. Anchor verification calculations and structural analysis, com?i�Afg with F13C-2010 •; and with FBC 5th Edition (2014), prepared by manufacturer, dated!01/2?Al&,:signed . and sealed by Anthony Lynn Miller,P.E. ' ' 000 0 :0000: '.i D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Ma nue ez,P.E. Pro NOA N . 6.0218.03 FApproval iration Date: May 26,2021 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'h Edition (2014), 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 02/12/15 and expiring on 05/26/16. ...... .. . ...... .... .. .. ..... .. .. .... ...... • •• �L Manuel ,P.E. P NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: 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 , MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE r! C EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, RAL NOTEs_._._.__._.___1 a MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. RUCTIONa._..._..__.__._._.1 0 ATIDN9._.._.__.._.._.___.I t FIGURE I: ULL TO 2XWOOD___._..._....._.2 n SLI3f MULTIPLE oPtTDMowIDTIIPCRYERnCALIUULL ARCHES TO 2) F TS.MULLIONS Rx I'� HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL TO Tt 8 NCTESRY____..2 E � MULLIONS I / --^� SEE DETAILS INSCRIBED INSIDE N9TALLATION NOTES....._.__.2 RECTANGULAR NOT HAVE A GAP OF MORE THAN IM FROM THE CLIP. MULL TO MASONRY_.._._.__._-.3 Lo SHEETS SHAPE MULL TO STEEL STUD___.____.3 N _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL 7o Mun.L..._._._..__.___._3 $ m F -s i �• DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 080.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS_._....._.___...._3 Z UNl IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATA7E CL�s_._._____4 O F BAY MULL INSTALLATION__..___4 lL ± 1 X276 X.376 MULL J IIIHIII-IIII\ ` t 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS.__._._.e _ �t INSTRUCTIONS. 1X27fi X.376 MULL SPC•C9.____7 �" O) 1 X2.76 X.66 MULLSPECS___.__S �` Z SEE DETAILS / I 1 / I 1 I /III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X3.126X X00 MULL SPECS ED O o O ATFIRU G: 1 _ 111 I SEE DET 1 X 4 X.125 MULL SPEC3._._.__..10 SHEETS za ___ I 1 A E D A ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 x 4 x.378 TUBE MULL SPECS_..11 Q ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I X 4 X.376'r MULL SPECa_._-11 SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.166.100 MU ILL SPECs_12 � II I11 HEIGHT 125X328X.100 A61LL6PC-06__73 Z MULL FOR 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 325 X.024 MULL SPECS.._.14 LENGTH HORIZONT 126 X 3.94 X.624 MULL SPECS.-AS MZDN 71 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS.M T 2 X 4 X.25 MULL SPECS_____16 � Z SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESIST 2 X 6 X M MULL SPECS_—.__.17 to Slur 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 128 X 2,11 X.125 MULL SPECS.._16 F•, .- W X 3.25 BAY MULL SPECS..___19 REACTIONS. 46'X 326 BAY MULL SPECS--_20 O Z MULLION&CLIP DWENSIONS__21.23 1••• Z1 �p�Q FENESTRATION REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACOWAGGRE43ATOR NON$ EXAMPLES I& PRODUCTS MAY LOADING eE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDW ixW Y S2 MUsr CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH N O / I 1 i gBYPO PGT- PROVED F EST PRODUCTS HAVING CU APPROVALS. Q O Q O O _ Z'y..� --' 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7- g A /4 DETAus ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL HEO,M II---- MULL SHEETS 1-1W IDTHIEIEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF TtN3 NOA L MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT"SIFP FOR THE OPENING USING THE ASCE-7 STANDARD. ---OPEKIN wmrH---I I�HOWMULLLENGTH---j2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. -'1 LENGTH I' 1 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAEi OR-TRIANGULAWRAPEZOIDAU. sd OPETING 4 FIND THE CHOSEN MUWON%MULLION CAPACITY(LBSIfrM FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED HEIGHT ) B ilding oe with toe F7aY(A THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORRONTALLY}.THE Building Coda 4�� HEIGHi I.EMULLLTH HALL �' uH STF31N CAPACITY(LBSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN Acaptmca N2� {I II nd Date L L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBSl THIS VALUE By ,(� REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. NTNG N7D7H Q W : � (MULTIPLEt t / SINGLE MULLION SINGLE MULLION �Fp 6)FROM THE ANCHORICAPACI7Y(�BSId E S D USING YOUR ACTUAL SUBSTRATE CONDITION ,� oPENIIG WIDTH ANCHOR/3UBSTRAT9.ICHOR-CUIP P.77fisN&fnY•AP•:•SE • AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ,fit\ •.••"""••.�!F FOR VERTICAI-MULL CAPACITY IS MET. ` •: �tCENSF• •.,�p ��e� • • • • • • • • • Q' it "1 SEEM FIGURE I ABOVE. DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CA I TY kdsih-)O�fAINELVIN THE TABLE WUGHER THAN THE DESIGN PRESSURE REQUIREMENT(LI IFI'I FOR THE = r` No.58705 L.. FROM FIGURE 1 ABOVE' OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - STANDARDS USED: .O:,'•" 6 4 02014 FLORIDA BUILDING CODE(HBC).6TH EDITION 8)VERIFY THE DESIG14 PRE%SURE RATIIIG(LBSRT.)FOR TH:FENESJM'nON PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :�O'•. 5 7E F CAPAGTY(LBSIFC�yp I AO D FOR TIE NRILLION EYSTEMIRH�LOWERrDF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION T�'•,FLORIO.. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEME&Y. • • • • • • • '' S ......... • r1 *ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OFKION USE:AND TABLE VjL.Uj?USEEMN A&gCIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �AA(ttpl •AISIS100-07152-2010 ••• • • ••• ••i ••• A.(YN( }yf�21 FL P. .g 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL A: D L B: MULLION MULLION TO 2X WOOD BUCK MU�oN MULU ATTACHED TO 1X Buc OTRIP ER oY n OR WOOD FRAMING WOO UCK AND MASONRY ATTACHMENT sEE SEErABLES iB8 (OFFSET CLIP SHOWN) (S DARD CLIP SHOWN) NOT�ERe1 N s11EEr 1. B m D A8ILLION 1n N �rr I ID °I II IIi t Z MPx7KSl O d SEE BIEEf8 CONCETERMU' � EDGE 21-2FOR -DISTANCE, W SEE TABLES rRTHE ° LOCATIO WfnS� EDGE DISTANCE 78-t6 SM. OFFSETMULLEDGE m I e FORMASONRY aL O CLPNAYBE a II DISTANCE FOR WOOD ® ° I I ANCHORS 1- WALLEDcnTHIS o a SCREM °° I I SIDE VIEW Z ' V) L�scrMAX FOR e a` O a ALL MULLIONS EIDIERTHE g F e ° ° STANDARD UVg• `L ° ° ° a. OFFSET MULL Z y /•� CLIP MAY BE[WALLEDI.Y •Fi$7 e " an EXTERIOR ° _ ° THIS METHOD N Z °Q EDGE Z d' e DISTANCE ° as Q o ° ° MASONRY I--• F.. THE OFFSET CUP IS ANCHORS ° O /•� ° RECOMMENDED FOR EXTERIOR °d ° t Flrmoxs.mirMAr A130 SE USS FOR to N FRAME rwE& '`+i O O a TYP.ANCHOR TYP.ANCHOR /—PER SUBSTRATE. PERSUBSTRATE, 6 �'ANCHOR SEE TABLES 18.188 SEE TABLES 111-168 PER SUBSTRATE. SEE TAElIE31B•18B ISI EI'ANND BUCK DISTANCE AND Np � SEE TABLES T ATTACHMENT F�EDMEtif BUCKSTRIP 1B-16B I • •'- BYOTHERS. AFID EMBEdLff_ NTS SEE NOTE I, - ATTACHMENT - � _ St1EETI. SYOTHERB. a SEE NOTE 1, SHEET I. - ..•.. MIN 2.7 KSICONCDIETE ORCEVIMU ED SIDE VIEW FRONT VIEW PRODUCT ITW0�>rm go r•eomPlY�b I1a'fl➢1 flufldino Code FROWTVIEW A i1eUmNo Ddo ��2! INET TION NOTES: fly MRDmDI K2) NCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III 1 •• ••• • • • • • •• `` ��{ UANTITY OF ANCHORS AND MUWON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION Y.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THERC-CT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE • •• ••• • • ••• •• iC FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. • • ••: ••: ••• • • • _ j`' No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WAD BUCKS ARE OPf OPTIONAL,SEE DETAIL C,SHEET 3. '. s or• 5 FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY M1AM1-DARE COUNTY APPROVED • • • • • • • • • • �i .......... C� EL ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. •• • • • • •• • ••• • • ��iSS�ONA1- `` A.L'FNN M)LLEA' .E. • •• • • • • • • ••• • FL P.E.#58705 •• • • ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E. ® A - 1� MULLION TO MULLION DETAIL C: MK INTERSECTION NOTES: ^� MULLION DIRECTLY ACHED TO Mtwual MASONRY S UCTURE (U-CLIP) 1)MAY BEINSTALLED W'7EE'OR'CROSS' 3$ (STANDARD LIP SHOWN) WTERSECTK)NS. liqd 9z, � 2)MAY BE INSTALLED HORIZONTALLY TYP.ANCHOR (SHOWN)OR VERTICALLY. N EITH 1NE I i PER SUBSTRATE, 3)SEE U•CLIP DRAWINGS,SHEETS 21-23III m F SEE TABLES 18-138 FOR CORRESPONDING MULLION. N LLl MULL I i . TOP VIEW z IyF MAYBE I I EDGE DISTANCE M1niJ'Otl O W ALLED BY - 11 I FOR MASONRY VARIES —I :3 W Is METHOD 1 1 I ANCHORS 812 STEEL 3CREY1°S, SELF•DRBIING OR PREVRILL `d MULLION AND USE SMS LU m O O / m z UI ,L✓�7 ° n tdULL10N J EXTERIOR 4 a- THE OFFSET CLIP 19 Z U EDGE DISTANCE ° RECOMMENDED FOR FOR MASONRY FIN-FRAMED / @ ANCHORS ° WINDOWS.BUT MAY LERSECTION .=..I rLZj ° ALSO BE USED FOR EXTERIOR Q d• g ° _ OTHER FRAME TYPES. Z e z Q TYP. NCHMUBSTR `Z SEEEETASUESI 11&T 38 e tl TYP.ANCHOR SEESHEETS21.23FOR y O / PER SUBSTRATE, HOLE LOCATIONS BUCKSTRIP SEE TABLES IB-138 FRONT VIEW �E N AND DISTANCE ATTACHMENT BY OTHERS HT1 . ABLES • BEE NOTE I. Q SHEET L .a EDGE mO ° I TeT�ae�iEs SIDE VIEW 2.7 KSI CONCRETE OR CMU MW 2.7 KSI CONCRETE OR CNM 10.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) sTRUCTURE INSTAL ON NOTES: TYP.ANCHOR CHOR EMBEDMENT TO BASE MATERIAL SHALL BE B IMG OR STUCCO. A PER SUSSTRMTE, SEE TABLES 1B-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. �� SEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE 21-23 FOR .complying whh 110 Fw ba CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Bmldmg Cad° FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Accepunlca Nom^��•03 \ MULLION HKpUsI noZ! 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEMEAD OR FLATHEAD. ® BY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. •• —DISTANCE `�� �(LYNN d9/������� 6)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED • • • • ••• •• SEE TABLES \` O\ •• Z COULTRACONORELC.0114'S.S.AGGREGATOR MASONRY ANCHORS, • •• • • • FOR STEELSTUDS T19NI�RTNAN 10.138 �`Z`,••��(',CNSE''•.'p iRO • • • 10 GRAND OOMPLIANTWITH THE FLBUBDING • • ODE.A 2X WOOD BACKER MUST USED. • • • AWACHh1ENT BY 071ff.RR$. -ri; ND gS"(05 /• • ••• •EXTERIOR• • ••1SE WOOD ANCHOTSPECS SIDE VIEW L NOTES: ,.O'...�'L• $'l0 !U; • ••• • FOR 2XWOOD-BACKED STEEL STUDS,WOOD f1 • • ••• • CHQFZV•ALUESMAY BEUSE D. %ry.(`�'•.,FLORtOP: .`a�`` • • • • •• • Q)$ECO• RES C PONDING MULLION TABLES. i�ss/ ` • • • :0. •• 000 ••• •i:EE 5W0.FOR QUANTITY OF SCREWS. A.IL'FYN N P.E. *:9 • • • • 0:0 • • • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION � � (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) � a SEE DETAILS A-E, 3S'oR 4r d SHEETS 2 AND 3 FOR INSTALLATION SAY MULL TO SPECIFIC SUBSTRATES. N MULLION IIS $ m a Q O o O O O O O O O O W O O TOP VIEW 2 � T=!t O SIDE VIEW I i � N SHOWNWITHrx4•x.1 I TOP VIEW I i i tO •NL MILLION 1 I I TYP.ANCHORSUBSTRA EXTERIOR I� i i SEEEETABLES 15BOR168 Z U S` j TVP.ANCHOR 1 i EXTERIOR MODIFIED TO FIT FIELDSTANDARD MULLION�P I I SEE TABLES I&46 J1 I I — e- CONDITIONS. I W I I I rXVANGLECUP. ~ z Q W I 1 1 I 2 PER MULLION END,MAST BE O �I I 1 I INSTALLED INSIDE OF BAY MULL f.. 1= Cp 1 CID NLEE MULLIONI i II i i N rxrx.12r F y y 1 2 PEEI R MULLION END, Q ? O O I 1rn`n MUST INSIDE BE INSTALLED 7YP.ANCHOR PER SUBSTRATE. SEE TABLES IS448 INTO WOOD, STEEL,ALUM INTOWOOD.STEEL. STANDARD CLIP To BE EXTERIOR OR MASONRY ExrERIOR ALUM.CMU OR MASONRY MODIFIED IN-FIELD. ®� EXTERIOR rMOOLICT MWISED OF PATI Fs""" F 0comrAyi wIlh Soo Florida AUS VA-62%8 ! ® AL1NKTOCMUOR'MORY EDGE O IExpiralimDate �16Z ® ® DISTANCEPER PER Miami P EDGE �-_`-•TB• •i_ • • • \\\\ i t, DISTANCE F 0 • • •NOT FURTN%TALLATION OPTION G&H: PER ANCHOR • • • • • •'•••••...•.,.FAQ • 1"@2 ANGLE CLIPS PER MULLION END.CUPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: •• 000 • • • �H �� 2TDE?AlL%OSEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.21'X 2.11-X.125'MULLION. LOCATIONS. ly 2)SEE TABLES 18.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 11B OR 186 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %y'•:V` (,/ g �6:44j 3)THE 2X5 CLIP ISNOT SUITABLE FOR THIS APPLICATION. • : : 111 • LOCATIONS. • ' T£ .� • • • • • •00 :Qin FLOR\Op.• (�,: • • • S ••• • • ••• ••• • FL 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A � tNulUon capany Table Opening Width(toruerilceUyspanVrig mt#Ians)orOpenIng Height(for hBmldUat9) yy7Jaa�{� 501. so In 701n So N go In 100 N 420 In 1401. 160 in 91 Re�Wier Tiepflllmq. Raatan9+r« Tfap7Mmlg. RatmOAv Tnp/7dwi9. RedwoLl r Tfap/Tdang. Reote.pdu TiepRdm�O. RMte�a« T-f0[en9. ReaengW« 7i�rrden8. RaamgUer TrayJTdme. ReahnPil« 7LaIVrAen9. a. 1x2x.125 Leamne LOW" Lwafto LOU" Loaft L"ft L4ad0• Ioadq 1.aa1g lne•re Load ng Loaft Lcaft Laaam Lmdn9 toad6. Loam.g Ioadn9 Y 7iiitttt Nunn.rube _ _ _ Mulffan 04 10 'milli I 2111111 1 1 o 42In 111-0 /08 129.8 332 012 408 118.8 328 B 198 107.9 321 899 40B t0A4 Sib 821 408 101.0 Sig BA8 40B 101.0 319 48.8 403 101.0 319 3A9 408 104-0 318 38.0 1060 319 W 48 to 74.8 312 818 283 824 312 714 252 919 2 87.0 248 48.8 312 SU 248 419 312 61.3 2M 379 312 61.0 244 312 312 61.0 244 28.8 312 61.0 244 23 312 619 244 N t7n 03.9 231 Me 234 932 281 61.6 228 411.8 181 7 22A 3A• 281 821 772 38.8 281 00.1 220 319 281 48.3 219 28.8 281 49.3 219 228 281 -19.9 21 20.0 281 49.3 219 W71 0 � 978 247 87A 2pt 439 247 40.8 201 37.8 247 MA 322 247 41.9 188 2B2 247 39.4 184 26.3 247 3A4 1B3 219 247 381 tW 10.8 Roy 38.1 iB7 1&4 247 Al 183 Cp y 3A4 200 412 170 320 200 Al 188 27.4 200 31.9 189 0 2aD 2A0 180 2L3 200 77.1 169 1B2 200 %.9 187 10.0 200 2A0 188 J 33.1 181 36.3 166 279 181 30.3 152 2LT let 289 148 20.7 249 148 10.4 181 22.8 144 tt48 181 21.7 143 �y28.8 18S 30.8 142 24.0 186 70.1 138 20.8 166 131 136 10.0 18S O 134 �$?721 139 23.3 120 10.5 139 189 118 19.8 138 17.8 118 COLI '8FZ 18.8 i� 18.7 108 18,7 126 18.8 1W J 17.8 118 192 104 ~ Q C TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: to 04 AnahorCe { Table /ANCHOR CAP."'°""`)=ANCHOR CAP.„, r adobvw 27 0mmlmae 3.5k a- HaAosCMU amu PT ood Meld (DP_)X N r «t8'Ebo uc «t8' 114•es ElaO ate area ate area nz sled MULLION CAP.,,o,,,,,, Anchor CUP Peltema AMtaa TYOe arta Elco Utuaom 114•Ebo tmfaom ummoa 31ia Elcott0eao. 174'Bbo ' pWfa6dar 84fear(oA eorew 916) Sme•ro61 USE THIS FORMULA TO OBTAIN THE"ANCHOR CV V) E4W Olamnoe M7 t• 2•tJY r Mir 3tee• r 2•trY t• 2-tr2 2 z 0.43' O.at• 0.3za• CAPACITY REQUIRED'CORRESPONDING TO AN V X Q y 6mtedntaa t-3a• t•3f4 t•a4• t-9K' z 1-11c 14 W 1.114" 1-114" t-v lata z lana tare' wsaea ACTUAL PRESSURE REQUIREMENT FOR THE 2Anonas®4.7WMh0.c./8fe1de�a«Oesmc9p(FI91k 39Bma 390913 4"ms mm 1644 ma 270 WS 26a1t mw 7a99xi me ro9 ma 3atB,s 442M seri OPENING,WHEN 1T ETABL TABLETHAN) HEMUWON AMtwe®t.ts Mh o c.r.tended(«o9sag cvp fFl9.2k 4e9 ms 7Boros WA WA WA NIA 3w ms WA wA wA wA W sal ms 685 M. 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4 ADO=9'/7 WA O.C.I9)ZM Angle alga I M 37 780 ma M to 880 ata 1980 m3 18980n NO am 500 NS NIA 760 748 m3 BBO ma 789z ms iia 886 ma it20 ma MULLION.R WILL YIELD A MINIMUM ANCHOR 2 AMbwe®0.45 nm 0.O!714 M.Mto.126•A91m.ffq.4t WA WA WA I&A WA wA WA WA A WA WA WA ttlA 716 b CAPACITY W RICH MAYBE USED TO QUALIFY 1AMa«rFcap(Fb.e7 terms 1961ba 226 ms east» 922 ms 13Sam t4aroa. 171 370 ms 167ms 332 ma 473Bn 170VA Ib 19oms ADDITIOIJALANCHOROPTIONSFROMTHE 2An9hme t.18•Min.0.0/F4*ff4.BX 240 me iso m3 WA NM WA WA 190Im WA WA WA WA 3419p 560 m3 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: E NOTES: PRODUCT RBVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. e3 c.mP171.g � Fht/itE4 SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. .� I.- Building Codd , 77-- Amxptefrc.10 ex but 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE By T � ' FIGURE 3: I - BY 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFR SHEETS 21-23. Miami a . • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE L000�A""TIONS. II ANGLE CLIP MUST BE USED W P 4)SUBSTRATES:CONCRETE SHALL CONFOFVA TO AGI su#SP1jCfl:CA &&.HOLLOW AND GROUT-Flt1NSF 60 000 0 ED L •1�' ;.off(t.YNN,4�q�F� CONCRETE BLOCK UNIT(CAI SHALL CRINFOMPTO"TIM COO.WOQIP SHALL BE PRESSURE-TREATED r �•c:..•`�CE •.,••r'r FIGURE 4: FIGURE 5: RE 8: YELLOW SOUTHERN PINE S� 0. .A.UWNUM SMKI•BE 6Q13-T6 AND BE A MINIMUM OF.125 f THICK.STEEL STUDS TO B Wlt�l(PS I-�A•�UI�• ARD.ewomw(18 GAUGE).STRUCTURAL STEEL TO BE AT t"X 2"X.125'MULLION -y; No.56705 LEAST.125'THICK AND A36.ALL ANCHORS INWOiETAL SHA&ER7ERDAT LEAST 3 SCREW THREADS BEYOND THE MATERLAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ :�. `b. Lu= �'•. ST • ••• • • • • �;�';(� FLOH7QP' \C'J • • . • • • • • • • • A.ley, TTp y1'.E. • • • • • • • •• • • NM • •• • • • • • • FL P.E.#58705 ••• • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A fill MuNon Copaft Table obalfi) Opening Width(tor%ores�Ay eParWtlg rmAcns)or Opening Height(tarfnAzante➢y 3paminB Mtn") 11.41 w�80In 701n wIn 901n loo m 120 N 1401n ISO InRoaTfa . T�apRaanO. Reo7atW11r Tsep/(dmg. uim Tmpltdan8. Raotat9tlr Trapfatrri8 RmlerQaa irepnaa•. Reea+•uW TmWntanB. Reclan9utat Trep/7a4�p. kR- 1 x 2 x.378 Loe4O9 Loear• La3•n8 Loemne Loeak• Lo1ar• laa8n8 Laadh9 L n n I loaah• LoatlinB Loailg LoaW L0a�761 Loa®ng L taa•ng§0, Lnaarg Abum Tube mumon z LN� 4161 17&0 820 17MO 436 161.3 642 1780 478 1287 682 1780 508 113.4 on 169.8 618 1088 8B2 148.8 617 ip.8 682 1689 817 MT 862 •188.9 817 84.8 662 188.8 417 BR 18&8 617 - W 48 In 121A 607 1360 418 101.4 807 1182 410 Me 507 10&7 403 MA 8W 102e 394 87.8 m7 99.6 W7' 888 SW 9&0 US 887 607 88.0 398 43.4 607 99.0 380 507 88.0 394 LLLLLLIII 68608 in 103.7 468 114.8 379 88.4 480 98.9 377 741 466 80.6 264 Ste 458 8la 360 W.6 458 81.3 367 41.8 448 880 358 432 454 880 lib 37.0 488 378 324 468 80.0 O 54 N 884 400 93.3 334 1.2 400 Me 328 61.0 400 727 322 434 400 67.3 318 4T.5 400 84.0 316 427 AOD 823 314 9fl8 400 81.8 313 388 81.8 319 24.7 4. 81.8 313 W F lD ,le win 823 324 89.8 276 61. 324 87.8 210 44.6 �1 51.2 2e4 38.8 324 4&9 260 34.8 32( 43.8 737 31.1 324 420 255 28.0 324 444 283 324 A88 281 184 32A 40.8 263 J F57e 63 In 628 2BC W.4 262 448 284 2 248 3&4 289 438 241 338 284 3&8 2W Me 2% MA 234 28.8 284 383 7,id 2RA 284 33.4 18.2 284 334 230 1fl4 2B1 33A 230 g 601n 488 20 49.6 230 2&0 268 424 334 268 37.8 221 2&2 284 34.1 218 20-0 284 31.8 218 2J.4 288 20.8 712 186 288 2&0 0 187 2B4 27.7 'd09 748 288 27.7 208 Z (q 72M 38.0 278 37.4 198 380 225 322 111 228 2&4 188 226 226 288 184 280 226 236 182 18.0 225 221 180 1&0 224 .3 177 728 226 1&B 174 113 228 1&8 178 g C7 J.0 W 386 202 320 777 2&8 202 27.2 173 2LB 238 770 1&2 202 21.8 1W 17.0 202 19.7 169 1&3 202 1&4 163 128 1fl7 180 108 202 1&8 168 9.6 202 188 168 Z 1 2&3 192 29.6 168 238 192 21L 184 202 192 162 17.7 192 787 168 1&7 182 1&1 157 142 1W 1&8 158 1 182 1&2 162 10.1 182 144 760 8.8 781 142 780 1- r. P n 1&5 144 19.0 128 1&4 144 ifl1 f28 Z N O es In 16.2 127 1&8 113 N It) 41 Q O TABLE 2B ANCHOR CAPACfIY ADJUSTMENT FORMULA. co) dRf Anchor Ca lba /ANCHOR CM.O,, a X .52 g MObsitele: 23k Canaet6 3.5k CAN. ma"CMU Fmw cmu PT YY4a4 msa1 (UP)X\MULLION ANCHOR CAP.,® N N N 9118'ENO 14'8860o Sr16•Eko 1P 83 Elm 810 MAO N2 SW 02 OW Anda 9H8•Elco ume4m 1A•Elm U1tr®aa (.lawn 3t18'Eleo sIDm4on 1N•Etao Awa t MaM Aypedelor slam(85)Mmar(05) Mame(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnehorCUp PaReme CAPACITY REQUIRED'CORRESPONDING TO AN E49e 111s1ara4 Mk r 2•tY!' t• atvr ave• r 2-ve 1• tft' r 3.15• r I N i-w % ft ACTUAL PRESSURE REQUIREMENT FOR THE F aml9nk 7.374• f9rW 1.0!4• 19/In r 1.174• W2 1•v t•4u 1-v4• 61 19ra 191 ° OPENING,WHEN IT IS LOWER THAN THE MULLION O. 2Anaharl®4.76••h O.C.18[mM 4804161COp(ft 7k a1 38000 450.8 Bm Qts t8N I9 77086 3m06 74006 374.6 fib A 8WA 341 ma 4421118 BBD Oa -t 4AwJ- 1.15•Baa.O.cl8twWW(wonse9Cup(Fb.21 Am 96 Taels WA WA WA WA 33086 N!A WA WA WA 802 ft B85Ms 1120 Me CAPACITY(FROM THE TABLE)INIMUM THE ANCHOR 4Anchal®r(tsn o.cl(�2rsAn916 ayerlR9.3k 7m 46 780.1 8m06 1560586 189811 84026 6m WA 7m 06 74506 Bm as 189296 m2 P6 884 n6 1129 em MULLION.WHICHT WILL MAY USED TO MANCHOR 2 Amb- BAY W.-O.C./U•(Ap,hao.12S ANm.lFg.4k WA WA WA WA N8( WA A WA WA WA WA WA WA 115 Ms ADDITIONAL ANCHOR YOPTIONS FROM THE 1 Anchor l FQp(F&ek tmb 19606 225 Ina 445 FA 82706 1351. LAOW 17706 37011 787.1 53206 47306 11925 2211111 2m 06 2Arohae@l.iT Nlb.O.CI F•gStlFp.ek 24086 3m•a WA N01 N7A W tm 86 N!A WA WA NM 311 In 44211 580.8 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS TH ANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: a mnply7 awilb d D as amnplYlssB tvi�W0 Fhtti4lt 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAD Aciarue NoTb 1 -O �O `` SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1•�� Explrellon Dai4 P) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND1OR OPENING WIDTHS IS ALLOWABLE. BT Mieml l7aNzt' FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 11 11 • • • HOLES TO BE DRILLED IN THE•FIE�FteLOWING DIMENSIOAI•REVRIC4VS SHOWN ON SHEETS 21-23. 2' �� PLS LYNN FIGURES SHOW SUGGESTED;APPROXMIE NOS:LO(lATI*NS: • • �t .•• �e i� • • • L : �� LICENyC'•., ANGLE CLIP MUST BE IN PAIRS. 4)SUBSTRATES:CONCRETE SHAY.CAtVFbRt�TO�CI 1 PE �1�AZN�T[0146.HOLLOW AND GROLIT-Fn t ED 376' Q' CONCRETE BLOCK UNIT(CMLR/GHALIMOOMFORIWTV Au A 9 eE D S BE PRESSURE-TREATED : T N0.58705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHA 6 AND BE A MINIMUM OF.126' 1•X Z X.375•MULLION [� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A3&ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND jo•'. (2 •:•IIJ THE MATERIAL 110&#12 ANGHOA INTO WOOIlMAY B%STEEL,1841 S.S.OR 410 S.S. :Q S :I[ F !(/.� � 11{{ II II � UU��IILL�� • • i i i • ••• ••• 5.�`,JOR1oP.•'aCa���� • • • • • • • •• • • 11 it IONAL���� • •• • • • • • • A.LYNN MUE)3,P.E. ••• • • ••• ••• • FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A • � Mullion Capactly Table Opening 11712th(tor 4etdce*spemBg tnlalomm)or Opentn8 eletght(torhodzoNeiy-ltperWng micons) 60N BON 70In BON BON 100N 120In 140N Iwin 7y 1 x 478 x mar T`apllltan8. Reateneam Tmwdm>B. Root-9" • LoedTrWTdy aaawo. a. 7 Lead g Leech g Loft 7 Loadeg Edon 1Y 6 378.75Alu x LoadM Lo�� Leadae Le�ao _ _ III fill, _ _ _ EjL 10 mumon fill,Tuba 11 1 to 1Zt C14 OL n m o t2N 170.0 820 170.0 135 170.0 Tot 170.0 478 170.0 888 170.0 808 170,0 BB2 170.0 418 170.0 1118 110.0 827 170.0 7240 1760 621 148] 1301 170.0 621 127.6 1301 170.0 621 !118 1307 70.0 621 J W 48N 170.0 708 170.0 601 170.0 860 170.0 684 170.0 892 170.0 030 170.0 1133 170.0 081 181.8 1139 170.0 ell 138.8 1139 170.0 680 113.0 1138 1760 880 07.8 1138 170.0 800 811 1760 880 . 50.826N 770.0 7N 170.0 841 1760 $88 170.0 831 187.8 1032 170.0 884 1468 1032 170.0 72:1 1315 1032 170.0 747 117.4 tO32 170.0 758 97.0 159 170.0 788 SU t032 170.0 788 1032 170.0 768 -7 44 N 1760 797 170.0 812 1819 807 1760 891 1382 807 1817 730 120.8 907 782..4 720 107.4 807 1440 714 96.8 907 141,1 710 Me 807 140.0 700 661 807 140.0 808 807 140.0 708 m o � BON 141.1 738 181.6 62S 117.8 736 130.3 811 100.8 735 715.0 699 802 736 1082 680 744 738 09.8 883 70.8 735 941 875 88.8 735 01.8 674 BOA 736 674 M.1 738 91.8 874 J l! 83 N 121.9 O88 1360 670 1 We 111.6 467 87.0 680 d.9 847 782 868 861 638 87.7 888 83.0 691 80.8 688 748 628 60.8 668 78.4 621 438 76.8 821 38.1 888 768 821 $a k, 108.0 BOY 1124 622 089 98.1 011 717 807 840 501 68.2 *TI.1493We 607 71.6 488 63.0 807 878 451 M2 807 814 478 .9 807 02.7 474 33.1 801 82.7 47472 N 81.9 810 84.8 413 BO.O 010513 10 849 428 61.0 244 810 53.3 413 40.8 810 60.0 406 310 610 419 282 810 44.{ 399 266 810 M9 390 ?ul. 69.4 488 72A 400 57.0 458 61.7 .O 468 64.1 385 434 340 488 448 373 34.7 488 418 3Ba 20.5 468 .7 382 2A.0 488 340 348 21.7 468 34.7 386 --(7eIn 812 435 6'1.0 391 51.5 435 58.8 373 w.9 49.8 306 40.1 367 435 40.8 We 32.1 430 38.1 351 20.8 34.1 344 22.6 438 Sae 341 Zoe 435 322 3bQ BON1A 1 290 34.8 327 38.4 288 29A 327 280 241 232 327 217 271 219 327 23.7 285 .4 327 21A 282 14.8 327 18.3 288 ti 98N 34.4 287 314 267 247 207 29.9 282 218 207 28.0 21.5 287 23.1 241 141 287 20A 240 172 287 IB9 14.1 181 18.8 232 Yn X � tOBN 242 22l 74.7 206 20.2 277 20.8 201 17.3 227 140 198 10.0 194 IQ 111 N 223 214 2aT 181 144 216 141 181 148 215 t88 the ^ Y Y ,"In tte tee 17.0 167 V X a 101 ,0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: a AnOhorCe t Tabte ANCHOR CAP.,,.,, - suDaOate 478 Caroare 3.56 Cana. 04724U tamed Cd11i PT Wood 61ma1 1 X ANCHOR CAP.,,, �� ' ' 6178•Ebo 114.88 aw 6178'meo or 88 Etoo 6W stem 412 Steel 412 StW Moho?C8p Pelteme /nchar 3116 Ebo u9awoa 11P Ebo 11&eeae IAOaem 3110 Ehe tBtreaan t.4 Elao A lar IIDteaan A101e(3et• sere•(05)s..(c51 sUeer(615) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge 0btmae(Nk t• z-t/C f^ 2-17 3.1rB' r 1• 2-t!C 3•I.6' 2- 0.44• ow 0.324• CAPACITY REQUIRED'CORRESPOND WG TO AN Ee Cbtmm 7.3.4• t-3t4' taro• !au^ T t-va• t•w• 1-u4• 1-w• t• t-va• r tare• 1-31s• LM" ACTUAL PRESSURE REQUIREMENT FOR THE a211 O.G.Ste�e[4a06sUd�ffq.lk � X94 4100e 8905. 16440. 270 80 We 354 Re 74063 374Us Ibs Iba 3416. 442 We 0. OPENWG,tNHENITI3LOWERTHANTHEMULLION O.C.J SIeMeN(m01•e0 C601Fl0.27 '>� 70016s WA H/A WA A 36016e WA WA WA WA 682 0. 685 fm 1120 8. CAPACITY(FROM THE TABLE)OF THE SELECTED N.8.4/14)a�6ag1e ce9er(rtp.3k Yeo 6. 7e0 te5 880•s 1580Ibs tree 318 ms 6801W WA 788Ne T4B Ibs880Ib5 n. fie20. e861os 1120 me MULLION.WHILL YIALDA MINIMUM ANCHOR C.C,t ua19,6tN.125• P 1IFq•4kWA WA WA WA WA WA N7A WA 7 e®sCAPACITY WHICH MAY BE USED TO QUALIFY .12FAteeB. W135ts !40@3 1766. 374 ms 187Iea 332 tOs 4730. 700. 221168 2606. ADDITIONAL ANCHOR OPTIONS FROM THE amb®1.15'616e.O.CJ F•CO90�•ek 2409. 3709. WA W WA 6BA 180 Rn WA WA WA WA WA 442 ma 6800. ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHO ALUES AS THE STANDARD CUP. �CIRCLED VALUES ARE USED W THE SHEET 24. PRMUC7 REVISED u cetn(ilyia4 with dw Flbrtd4 Bulldittg Code Acoeptaace too 16-0?.I$•p3 FIGURE I: FK{URE2 TABLE NOTES: 1•�, r BxpbatimDater��20�i1 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND 9HFJ:1' FOR INFORMATION ON LOAD By • IhadualCootret SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION 3WW W66 R(ULYLEJ(OTH%AND/9R Of ENING WIDTHS IS ALLOWABLE FIGURE 3: • • • • • • • • • •<< �� • • 3)MULLION AND MULLEIN $v1ps SH .FQR gwCT DIMENSIONS.SEE SHF�TS 21-23. 2• ���,. 1.10ENSF•'•F'P • HOLES TO BE DRILLED IN T I LLI DANE18$IQOBteRESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESi'C><e1,AP(j� MA TI8NS.• ••• No.58705 ••�c ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED u CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 480.WOOD SHALL BE PRESSURE-TREATED -37{6' 0 T �� Ltd FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN P(NF SO OF 0.55.ALUMINUM SHALL BE 8083.70 AND BEA MINIMUM OF.125• 1 %�U _g!T E F b; 4u THICK.STEEL STUDS TO�E�IMUM G 33 ARD.045'THISK(18 GAUGE).STRUCTURAL STEEL TO BEAT p X 2.76'X.375 MULLION •.;°tOR1OP.•�``� • LEAST.126'THICK AND A86.AL6 AN rk'3 S&TA SHALLOEXXNOMT bEAST 3 SCREW THREADS BEYOND �i .......• �7�� ® THE MA7EWAL1l10S012ANCNDRSg1fO�! D( BESJEd42•�S8.OR410S.S. • LLO-1 • • 4Y518E1i P.E. • •• • • • • • • FL 705 ••• • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4A ® ~ Mullion Capacity Table te-r Oponlllg YVidfh(for vmam Sy-ap6 vdng-Wore)orOp•nlne H•19M(fbr to m1um) SON WN 701. 00N BON 100N 120 in 1401n 160 Irl 14eo wft Ti'epl91m18• ReetenBWer TmprrftO ReolBngde R41074111111. Real®gder T-PM-4 Rmtm*& 'ONMB* PW&Vim T-071150Reofmlgul• TiBpf-are9. Teo molt Tmp!111.18. RaoNn•dm Tm nd•p. g 4 9x278x La>sda6 Loaft Loaft Loedlp Loedtm Loaft Loaft Loaft 1.9aft Loafto Luft Loaft Loaft Loafto Lamm Loaft Loam 6>0 Y Eel Muffin 1 111 1 1 11 � � � 111 111 � .m o � 42 In A 820 17X0 43S 170.0 744 1740 479 170.0 885 170.0 BOB 170.0 882 1740 518 170.0 HIS 470.0 M1 170.0 1240 170.0 621 170.0 1458 170.0 821 155.7 1820 170.0 821 1348 1820 1740 521 7 = 48 N 17X0 170.0 624 170.0 BSO 17X0 584 17X0 BB2 170.0 830 170.0 1133 17X0 684 170.0 1275 170.0 877 170.0 1417 170.0 880 141.7 1417 170.0 880 121.5 1417 170.0 880 108.3 1417 110.0 60.828N 17X0 747 1 683 170.0 BBB 17X0 831 17X0 1018 170.0 884 170.0 1185 17X0 723 1628 1288 170.0 7!7 148.3 1288 17X0 765 121.8 1288 170.0 768 101.5 1288 170.0 768 81.4 1288 7811 m O 64N 170.0 7W 170.0 112 0 BSB 170.0 891 770.0 1118 170.0 781 150.7 113D M170.0 803 133.8 1130 170.0 Cil 17D.B 1130 170.0 866 100.8 1130 170.0 581 B&1 1130 170.0 881 76.3 170.0 881co BON 170.0 8� 170.0 701 1446 �3 781 128.0 815 144.0 7,W all BIB 132.3 735 97.5 918 123.9 728 97.0 015 118.5 720 722 916 110.4 718 62A 018 114.! 718 B 816 114.4 718 J 7 631n 151.9 830 161.0 710 12&6 830 138. 1085 030 1232 881 84.8 830 1122 870 84.4 830 104.6 682 70.8 830 99.4 BSB 83.3 830 84.8 848 84.2 890 04• 47.4 a30 90.1 848 80N 132.1 787 14X0 830 11X0 787 118.8 C9i 787 106.0 824 825 787 9&1 814 73.4 767 99.1 ON 8&0 767 &2 (100 65.0 767 70.0 �3 472 891 11.3 787 782 691 j co 'q+ 3 �j g 72N 101.7 838 1085 84.8 838 B1A 610 727 1 630 WA 638 722 621 688 638 655 811 60.8 838 828 508 424 838 673 600 836 913 497 318 838 6&2 4 Z 3 781. US 971 00.4 408 721 671 788 408 8. 71 61.4 54.1 571 K.8 471 48.0 �1 BS.6 454 40.2 871 SIA 458 SBA 671 17A 30A 871 145 447 27A 871 M.0 448 O �- a 78 In 80.0 842 63.4 474 8&7 542 70.8 465 57.1 50 82.1 498 50 65.7 448 44.4 842 81.0 02 40.0 812 47.8 437 33.3 812 478 20.8 8@ 40.6 428 2&0 8{Z 4&1 1x1 Q p1 p BDN 62.1 407 C1.7 961 43.4 407 4&! 368 372 407 3&8 349 .8 .3 349 2&8 407 321 338 28A 407 �.B 334 2f] 2&f 327 18.8 407 24.1 322 18.3 407 23.0 318 diQVA O BBN 429 358 44.1 320 3.a 358 372 314 307 359 324 308 29.8 39 2&8 23.8 335 28.1 300 21.5 355 24.0 200 .0 39 21.0 20 19.3 348 193 284 N x to 108N 30.1 293 30.8 255 28.1 201 2&9 251 21.5 283 225 247 10.5 283 1&0 244 203 19.0 240 15.1 283 185 W n Y S2 Q' till. 278 267 26.3 242 23.1 297 23.5 23B 10.8 287 20.8 23S 17.3 207 18.3 231 18.4 8.6 228 V X O O 120N ?2.0 228 22.3 208 1&3 220 10.5 ZOS 1&7 720 182 202 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: g m O Anohor TabN ANCHOR S�aNdC Caetele 381(kdo. U FZWCMU PT~ AfaW (�)X( }=ANCHORCAP_ 1/P as Elco 9118' 114'88 Ek* #10 SW 812 S1etl 812 SW MULLION Aromrlypa WIT E1oo lgNsen iH•Eko UOtwm 3118 Ebo UI VP Eko Ualaecn ABpe4401aUSE THIS AnohorC6ppa8em• Uamam for 8orew(05)Boea(85) 8ems(a5) CAPACITYORMULATOOBTAINTHE PONDANCHOR Edw 6umm on I- a•1rr r a-11r 3-169" r 112' 1• MOT r 3.1/5' % 0.45' o54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embe*nar4 1a64• lana• i.V4• 1aH' r 1-1 1•w• 1-v4' 1.164' 1.1x4• 1-11 r r ala• rare' ACTUAL PRESSURE REQUIREMENT FOR THE 2Arohas 64 d76'MN.O.C.ISImtlaN or OTeel tlip(fl9.1k 3908• 390NB aboroa an 1644 Ws On 260M 354 Es 74 M• 3740n 664 im 048 Ns 3! 44 IDs SW Bre OPENING,WHEN RIS LOWER THAN THE MULLION 4 AaWM 441.15`68n.o.X J StwAKd(ar oa mU�M 2k 480 to TOO Sn WA NJA W t0A 350 on WA WA WA WA WA esa ma 1120 9rs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 awmm�r bon.o c.J lzt a5 Algla cSro J(Fq.9k Iso®a Iso ms eeo ros 15eo ma roa boo ma 899 m5 WA TBOIm -Tia S nm 18929w 602 bs 1120 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Aroh•a®OA4'a9n.O.G J U.COp,hdo.12S Akm.lFip.Ik WA WA WA WA WA WA WA WA WA WA WA WA WA 18 M ADDITIONALCAPWHICH OR OPTIONS FROM THEMAY BE USED TO 1 Analw/FCIp LFq.3k 198 oxi 185 ms 225 ao e?1 ba 13800 140 Bn 17700 370Im 187 iba 3321be 473 ma 17020 22111115 2Anoh•e®1.16•IAn.O.C/RCOp(FIG 8k 240 W 0.W®a WA WA WA NM 7901- WA WA WA WA WA 391 Ou 1421- B800n ANCHOR CAPACITY TABLE. PRODUCT'REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND OR VALUES AS THE STANDARD CUP. �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. m cmnplyWg whh Zhu FW" BWldb*caae V,.p2.16- j TABLE NOTES: A%Omti m FIGURE I: FIGURE 2: -"•I 1.000' r Exp6elionOaN )ZOaI 10 0 ISE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Ift By SEE SHEETS 2,FOR GENERAL INSTALLATION METHODS. \�71 JJJ 2)LINEAR INTERPOLATION BE•W9M Mat LE•IGT:S ANVJOR WRONG V40JHS IS ALLOWABLE ;�����0•••,,,,,^!���i��' FIGURE 3: 3)MULUO AND MULLION CL 3H E NATIO mCAOfE.ROR fpcAW DIMENSIONS.SEE SHEETS 21-23. 2.760' ;' �,1GLN„E •.• . HOLES TO BE DRILLED IN THE F FO WI417IO �.eS�IQNA�mTRICjjONS SHOWN ON SHEETS 21-23. z�P' FIGURES SHOW SUGGESTEO}APPR HQjI"-■1flN ••• //No.56%05 ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFK:ATIONS.HOLLOW AND GROUT•FILLED 860' ^'b 4�� 4 l,� :•UIQ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURC-TREATED '•, IJ FIGURE 4: FIGURE 6: FIGURE& YELLOW SOUTHERN PINE WWH �jOF 0.6S ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' `L 0 STA • THICK STEEL STUDS TO B£!MW IyITM G e4S THICK(t6 GAUGN)STRUCTURAL STEEL.TO BE AT " '��'•.FlOR1D�'. ���: LEAST.126'THICK AND A3tL ALL ANRHORSR IN 0 STALL AATtEAET 3 SCREW THREADS BEYOND VX 2.75'X.050'MULLION S�s • LL -1 H • THEMATERIAL#10&#i?#ULdCHORmINTONNOODWAY FjSTE% S•S.1344�S.S. •• • • • • • • A.LYNN MILLER,P.E. ••• • • ••• ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • il TABLE 5A V Mu150n Capacity Table a ® 99 Openln6Width(6xvarde spamn9mflm)orOpon H•Ipht((arilmiz It 8138�R9m1Nore) 1.R! sola BON 7010 8010 BON 10010 12010 14010 18010 ReetenWim T1Wdlttea9• RecNtgula TteplTilalB. Trep/Tden9, Reotwaft R-PTl M. Reatasgda •naN6taaf• RedenBNa TMffdm4 ReolanWler Tiep m-w Reolene w TiaprTda"X Reetn9i0m 7f1i#rdatg a 1'x3.125"x Loam Loadlq Loadit8 Loaotl9 Laaft Loft LwAag Loaft Loaft Loodim Loaft Loaft Laadtrg LoadnB Loaft Loaft Loaf LOU" ZZ � Tube Nun � � � � fill, 1 1 fill, a h � � a a a I a � � co) c"! 4210 1780 820 .0 435 170.0 7M 170.0 476 170.0 BW 170.0 WB 170.0 092 170.0 510 170.0 1118 170.0 821 170.0 1210 170.0 521 170.0 1488 170.0 821 170.0 1738 170.0 821 160.4 1802 1700 J 4810 170.0 708 17 524 170.0 850 170.0 584 170.0 BTe 170-0 890 170.0 1133 170.0 051 170.0 1216 170.0 077 170.0 1417 170.0 880 157.7 1677 17°.0 880 138.1 1877 170.0 BW 1182 1 70.0 880 � �� � W,825N 170.0 747 170.0 170.0 805 170.0 051 170.0 1048 170.° 884 170.0 1165 170.0 723 170.0 5348 170.0 747 170.0 1404 170.0 705 141.7 1498 170.0 768 121.8 1498 170.0 788 1495 1780 758 m o 0 5410 170-0 ]B7 inO 612 1 059 170-0 89t 170.0 1118 1780 764 170.0 1278 170.0 S05 188.1 14M 1780 837 149.5 1401 170.0 668 124.8 1401 170.0 Wt 1088 1401 170.0 89.4 1401 17aO 881 on m N BON 170.0 BW 170.0 701 170.0 1 70.0 797 168.0 1168 170.0 878 138.7 1168 161.0 928 I=14�0.542V? 8.8 817 111.0 1166 140.7 910 828 1158 1".6 905 79.3 11 A 805 89.4 1180 144.8 803 J WN 170.0 930 170.0 746 105.6 1046 1780 137.0 1048 155.5 880 118.8 1049 t41.7 848 100.62.0 058 WO 1049 126.6 828 79.9 1049 11&3 WO 1018 118.0 819 59.9 1048 116.9 B18 p Win 105.8 866 170.0 789 139.0 988 161.3 ON 8BS 133.7 705 1042 938 121.4 778 8282.0 78S 83.4 886 10&4 767 08.8 958 99.8 69.6 866 9&7 748 521 868 98.7 748 ? W +S 7210 128.0 BW 194.8 WI 107.0 053 11L9 882 91.9 01.1 870 80.3 803 612 869 71.4A 849 81.2 BW 78.8 042 63.8 BW 832 48.9 BW 89.8 828 451 805 88.7 BTI = J Z 78 in 1082 721 114.1 WB 01.0 721 07.0 818 Tao 72I 86.1 05.3 721 7a8 595 60.70.7 BW 04.8 721 86.4 878 46.5 6&4 SW 38.0 721 60.8 861 34.1 721 68.1 605 7010 101.0 884 105.4 605 BL2 W�440 22 884 78.4 678 881 754 '$07 6&14.4 868 50.8 684 89.8 561 1 8(11 SCI 841 351 881 81.3 838 31.0 881 05.8 8311',. BON 86.8 614 87A 405 84.8 7.0 814 Bao MO 41.1 61433 3a60.8 427 328 614 37. 27.4 814 33.0 412 23.0 614 90.4 400 20.8 614 29.0 405x9310 84.2 452 58.7 404 45.2 6.7 162 40.8 WA405 3&4 35128 378 27.1 30.3 373 228 462 28.8 305 10.6 462 24.2 368 18A 452 22.8 366 10510 3&1 357 38.9 372 31.7 272 367 28.4 317 21.8 367 262 SW 21. 27 305 1 367 258 205 18A 357 58.0 2A3 13A 357 182 287 11A 367 iS.O 28338.7 338 3SA 308 292 2&0 33B 28.1 2N 21.8 338 21.1 7A2 19A17.6 338 1B.0 284 1.0 338 10.8 278 12A 333 Me 273 11.0 338 13.8 205 Nr0.27.7 200 2&2 293 23.1 288 23.7 269 18.8 289 20.5 258 17.9 205 1&1 282 18.453.9 288 14A 748 11.8 288 123 240 &9 205 11.4 238 &T 205 iR4 212 V a Q O O co TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: Am TCe ToNs CAP su6elmfe ltmrca2e sWcalc. Nea+rtldll FNetlCe1U Frwood ease (OP)X(ANCHOR_�=ANCHOR CAP.,,, -b-eve IW89 aco BnBEko SSelco etostm 8129Itai crestas MULLIONCAP.,,m,,,.,, An6horC6pPel6amo sn8pa°ualam V4•Eouarecon UWacan Etco031aon v4•pcoU6rsas AgpGalor UmKcn a or scm,(txlscrer(cisl 8crar(ti� 11SETHISFORMULATOOBTAINTHE•ANCHOR rsaa 01stame" 1' 2•IAZ r 2 ttr st r 2.1Ir 1• 2-vr 2. ava 2 ae a6r D.324 CAPACITY REQUIRED'CORRESPONDING TO AN Bmtcmtn0 n 1514• 1515• 1514• tars r 1-v4• t_it t-tw t•v4' 144 i-v4• r t 1aI8 MOBS ACTUAL PRESSURE REQUIREMENT FOR THE 2 A7[Mn®578 eon ac./sNlnam a ousel cop IRO>T ms 390 Os d60 ms 890 1644 ms 27oma 280 n 354®' T40M2 �4 b 681 Ns 948 ws 947 n° ma BW ros OPENING,WHEN IT IS LOWER THAN THE MULLION 4AR0er4®1.18Mh O.C78ialdaf8(ar018jGw(R02j 480 ms Tao na NIA NTA NA -- WA TOA WA RIA WA W210e tt208e CAPACITY(FROM THE TABLE)MINIMUM ANCHOR SELECTED 4A1t[I[ma®3'MIn.O.C./ 2a8A1glef2pa!(rt9.37 78008 780 ma 880 Om 150 Do 7856103 619M 680Ins NA 780116 7480e am De 78ffi Be 882 ma BB0®e 12D las MULLION.R WILL YIELDAMWIMUM ANCHOR 9An1ma®0.48 e07.O.C.IU•C9p,In18.128 Asan 47 WA WA t8A NA WA WA WA WA NIA WA NA 1081 WA t CAPACITY WHICH MAY BE USED TO QUALIFY tAlelgr/F42p 967 19606 186 me !D% 4468e SM 196163 tans mDe 3701M .far. J. 47906 17009 221m zWOe ADDITION AL ANCHOR OPTIONS FROM THE 2 AM=®7.18 Not O.CI F 0 e) 2a 9e 380 NIA NIA NA NA 190168 NA WA NA wA NA 381 ms 40.®a 050 0B CHOR CAPACITY TABLE. ED NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PA AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT tUiVI gm T 11=1= comp(ym61oi1fi 910 PhariA N1.000•"•1 uOdNg Coda AcceplancoM 03 FIGURE 1: Fill O 'E 2: TABLE NOTES: IInulon Daae`�2�•�D2) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET'25 FOR INFORMATION ON LOADING. B7 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Da&praQuat tt 1111 I1(t// 2)LINEAR INTERPOLATION Jt�{l�/EEA11ILLSEN$THSANDIOROREN.CWTHSISALLOWABLE- 3.125' `•��p��,.. ....�1(Lc��i: FIGURE 3: • J E ''�'""���� !� G-NS 3)MULLION AND MULLION CLIPS SH01VyAF��G TQtL F� E7S+CT DIMENSIONS,SEE SHEETS 21-23. =Z•2•: HOLES TO BE DRILLED IN THE RELD FOiLOWB1 DI $$IOI�(1C"TAVONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGEST R7!AP�RlNlRMATE Nty.E LOGATIO • •• ' • No.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED , CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED 0 6.: !L 7'X3.526'X.5 FIGURE 4: FIGURE& FIGURE 6: YELLOW SOUTHERN PINE Wrr*W6G OF ILB&ALUMVUM SHALL E 8 AND BE A MINIMUM OF.12b' S i.At� a 6D63-15 '81ULLlON THICK.STEEL STUDS TO A MINIMUM GRADE$3 F�1 X4 ).STRUCTURAL STEEL TO BE A7 (I-VF MULLION) % �`��••,FLOR10,.•'�G II II LEAST.125'THICK AND ALL CHORS4INTOMEFAL SHALL D�i'LAST 3 SCREW THREADS BEYOND �<<^5 `\•�� THE MATERIAL.&10&�1 ANCH( INIO%:OO:M.Y4BEST&U,1&W.%OfWIOS.S. ••• • • • • A LYNN MILLER,P.E. • • • ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • •• •• :0• ••• 0.1 •• •• •• •• • 0 TABLE 8A • � Murton Capacity Table(m91i12) Opening Width(Lor vet5Fa*sparring mWorls)orOpentng Hetght(forhodmnf*speMrg mUUore) I ice 506 60In 706 BO In 006 100I In 1206 14001 1806 7j RBoterl9nia 7tepTiien9. • Trepllden9. Reotalpda Trep7lHeng. RematMpier Tmp?daq. lteoten•dar 11arr7Mn& R8a•IgdR Tmprrdong. Rent-wAw TIONrdon. TreWR"OV Reofanp0er 71aW48M. 1x4x.128 Loa•rg Lnadm laedn0 Lmdna Loadm Loaft L d.9 U." Loadrg Loadrp Loedn9 t.m•n9 IoxdnO Ln8d/N Loadrre Laadgg Irad1• lo3dr10 Alum Tubs Mullion � I 1 0 z a � 1 426 170.0 Fao 1700 436 1700 744 170.0 478 170.0 I BBB 170.0 608 170.01 882 1170.0 618 170.0 1118 170.0 62f 170.0 1240 170.0 621 170.0 1488 170.0 501 148.8 1489 1170.0 821 137.8 1489 17DA 621 J w 4861700 524 1700 660 170.0 684 170.0 982 170.0 MO 1700 1133 1700 661 170.0 1276 171.0 877 150.3 1303 17001 880 130.3 1303 1700 880 111.7 1303 170.0 SW 07.7 1303 170.0 800 :3 . 50.0266 1700 747 170.0 683 17MO 898 170.0 831 170.0 1018 170.0 084 170-01119511-10-0 723 1601 1236 170.0 747 140.5 1216 170.0 768 117.1 1236 1700 750 100.4 1236 170.0 788 87.8 1276 170.0 768 W o Q 616 t 0.0 170.11 812 1700 088 170.0 891 170.0 1118 1700 754 154.4 1168 1700 603 137.2 1158 1700 837 121.6 1168 170.0 068 1018 1150 170.0 881 88,2 1188 170.0 881 771 1168 170.0 885 t7 N WIn 1700 866 1700 701 168.7 1042 1700 787 1428 100 161.1 892 12&1 1042 148.7 815 1111 1042 13&8 001 100.0 1042 130.2 781 83.4 1012 12&1 782 71.5 1042 126.1 782 810 104E 12&1 782 63In I".0 930 170.0 745 151.2 W2 183.8 818 128.8 982 144.0 708 513.4 BB2 131.0 M MIS 892 121.4 788 90.7 992 114.8 768 76.8 892 108.4 746 64.8 992 to" 744 6&7 802 108'a 750 7 � 8861 108.1 847 1700 788 137.8 847 14&0 T68 11&1 847 13UA 78S 103.4 947 117.7 762 111.8 947 10&7 738 e17 047 1022 727 08.9 947 86.1 713 50.1 947 04.0 711 61.7 847 8{.0 711 Z � 726 13&8 849 1427 737 1133 818 121.8 722 07.0 818 1085 708 84.9 649 80.4 899 7&6 849 W3 888 87.0 849 o17 876 am $a 16.3 020 48.8 849 Ma 882 42A 048 72.4 861 = D. 786 11&5 762 1207 650 OU 762 1028 062 o6 782 00.0 810 722 782 80.9 820 842 762 743 820 67.s 782 SU 613 4&1 762 GL8 602 41.3 782 819 887 38.1 782 50A 686 �I (71 Z 786 10&9 724 111.4 834 89.0 721 94.8 621 76.3 724 87.9 609 56.6 ?21 14.4 699 59.4 724 68.1 691 83.4 721 034 683 44.6 724 87.3 673 38.2 724 84.3 887 324 721 WA SO 4 � � � O 806 50A 643 71A 483 6&0 613 90.7 474 417 813 a" GO 49A 883 47.1 468 WS 643 420 462 31.8 643 38.8 449 MIS 643 31A 438 24.8 613 321 430 21.7 843 30.7 428 CD 986 57.3 476 619 427 47.0 478 49.7 419 40.9 478 432 412 38.8 476 30.8 408 31.8 478 34.8 400 282 478 W 396 23.0 4-M 2&1 388 206 478 2&8 380 17.9 478 241 978 � N� AC) 1086 40.3 371 H.1 341 33.8 3Tl $4.8 336 2&8 377 30.0 330 283 377 28.8 3� 214 377 24.0 321 20.1 377 220 3f7 1OB 377 19.0 310 14.4 377 17.1 304 lA 111 6 37.1 387 37.8 723 90.0 367 31A 318 210 367 27A 313 23.2 967 24.4 309 20.8 387 220 306 IRS 387 20.1 301 1&4 387 IVA 204 X d 1206 29.3 308 29.8 278 24.5 308 26.1 274 21.0 308 21.7 270 ta.3 508 193 287 16.3306 17.3 2831N6 17.0 212 172 198 lil� TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: � AnaheiCa I Table ANCHOR CAP.,,,,,®, "s 8osatmtx 271 Carrera 3.5N Cer1a. HaWaC43U Fled CMU Wood Metal (DP_)X( )=ANCHOR CAP.ArAhKTYK ,,, &f0•E6o 114.6S Eton 5r18•Elas 114•BB E70o MO Bred 81282a Mate• MULLION CAP.,BTA Anoh•rCUp Patterns 3x18'F]oo tmmoml U4•EM 110rmm U1Vemn Ste'Eko Nbeoan 1K•Elan IAireom A9pre0etar lRreean AO7re11etor eatew(08)Bares 876) 8orerr 1061 USE THIS FORMULA TO OBTAIN THE*ANCHOR Edoo Iftw"Onk 1• 2-IX 1• 3.118' V 2.1? P 244 7 3.10 2• 0.48' (i 03W- CAPACITY REQUIREEr CORRESPONDING TO AN Embadme108n3 1.31c taw• 1.9N' law• 2• t-11C 1-114• t-1W 1.04• I-IN• 1.1H' Y tare• tas' imiea ACTUAL PRESSURE REQUIREMENT FOR THE 2 • .C./SWndwda 390M 3MM 45050 164450 21050 280 38450 74050 374 Me 8B4M 81850 3418r 2@s amara OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohae @ 2.�506 O.C.r omep COO(Fq.3k 680 M 013 957 M WA 5M M WA 83oM WA SW roe WA 602 M Sea M 1120 M CAPACITY(FROM THE TABLE)OF THE SELECTED C.C.r swxfmd(cc ow M 140013 WA WA WA WA Too on WA WA WA WA WA 13839s 177050 224050 MULLION.ITWILLYIELDA MINIMUM ANCHOR 4 Anokca 403'Mtn.O.C.r(7128Angle C1p3104.Sk 78063 78013 68092 15MM 189850 64050 5W Ms WA 78050 748 Rs 6MM3 1892143 68203 886IOa 112oM CAPACITYWHICHMAYBE USED R QUALIFY e Andons®3'506.o.Q 1 R)216 Alple CUP r(F0 1170 M 11700. I=M 2340MO 2844ft 810 M 040 M WA 1140 M 1122 M 1320 M 283813 1072 M 1327 M 1680 M ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amhae®0.061506.C.C./LLaIA Udo.t26•Ako.(Fig.7k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 M ANCHOR CAPACITYTARI F FRODUCT REVISED 2Anchwa®236'M6.O.C!F•421D(119.87 36050 M. 28050 70650 478- WA 28050 WA 31565 WA 44050 MRA 34750 41213 68050 mcampl3dndw11111110 Flip'i� 4 60 WA WA WA WA WA 88250 88613 112150 1.000• r EAuitd NO E THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUFs AS THE STANDARD CLIP. F.xplml(on D � TABLE NOTES:. *1, FIGURE 1: FK7URE2: IGURE 3: GURE 4: FIGURE& F{GURE9. 1)SFS SHEET 7 FOR INSTRUCTIONS ON 11SING THE TABl.E3 AND SHEET 25 FOR INFORMATION ON LOADING.SE (11� 7 • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INS=�i i iii�' • • • •• IN O\ I......... ���""��'� �� '1��.•' GENS. '•.F� 2)LINEAR INTERPOLATIONBSIwttivMUaLL i=FIS191d�OR��OWQWWTH35ALLOWABLE. .•.i7 • • • • • • • • • • •• • • • 4.000` ;? ;' N 50705 3)MULLM MU MULLION CLIPS6HOWN4hRF:4O1T0•4E.: CT QQIMENSIONS,SEE SHEETS 21- HOLE TO BE DRILLED IN THE FIEL"LLOW"DjMENSIONAt•RESTWI ONS Iry ON SHEETS 21-23.FIGUR S SHOW FIGURE 8: FIGURE @ FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS • • • • 4)SUBSTRATES:CONCRETE SHAD.CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-F • • • • CONCRETE BLOCK UNIT(CMN)Si(il4 CANFOR41 TO A$jM G90.WOOD SHALL BE PRESSURE-TREATED .125 :'C��.'•.!'LORit?P._'_C? SOUTHERN PINE WITH AN 88 OF 0155.ALUMIJ1UM84HiLL�E 00�1-''jj�� D A IMUM OF.125°THICK. S� �n STUDS TO BE A MINIMUM RADE 3B AND.0450 TRCK#18 GAUGE).�TR CT IRgZSTEEL TO BEAT LEAST.1 'THICK ���r 1 1 1`` ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. AND AX ALL ANCHOR O ME SH&L aXMD A?LEAST 3 SORGW yiRFy1DS BEYOND THE MATER #10& 1'X 4 X.125' A. N t(AtllEft,P.E. #12 ANCHORS INTO W la WAY B TEEL,1%S.5.(L�0 S.S. ••• ••• MULUON P.E.#5870.5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A � MLIIo71 Capacity Ttlble Opening NBtlth(for verIC84-sPelydng nDAon9)orOpening He1gM(for haizod6ly-sPerWnB nngoro) so In So in 70In BD In 90 1n foo bl 12016 140 in 160In 1015 1X4 x.978 fiaomnpuier TrawWwa. Re0imgw. Tmgmarg. Redwgnbnr Tie77nww. RoolmgW« 71aprrd-- ReOtmgulN Tmp716mg. R « tpm-amm Laaft tAndfnB LP44qnftzOS" T� (•08.00 Ting Ix4 Tube toaft ioaft W-ft tag Leaft taemg L-ft t081be9 Lig Leaf( Alu Mufllon IM z 421n 170.0 620 170.0 435 170.0 744 1740 478 170.0 BBB 1740 806 170.0 882 170.0 818 170.0 1118 170.0 521 170.0 1240 170.0 621 1740 14N 170.0 611 170.0 1736 170.0 821 170.0 iW3 170.0 621 J 4916 170.0 708 170.0 62! 170.0 860 170.0 884 170.0 982 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 err 170.0 1417 170.0 880 170.0 1700 170.0 (I80 110.0 Ica Inc 680 181.6 2004 170.0 6B0 80.626m 170.0 747 170.0 883 170.0 p6 170.0 831 170.0 1048 170.0 BB! 170.0 1186 170.0 723 In.0 t346 170.0 747 170.0 1494 170.0 768 170.0 1783 170.0 768 168.0 1818 170.0 786 138.6 1019 1740 768 w L O 64In 170.0 797 170.0 612 170.0 958 170.0 681 170.0 ilia 170.0 784 170.0 1278 170.0 803 170.0 14M 170.0 037 170.0 1894 170.0 886 188.0 1788 170.0 881 137.1 1788 170.0 881 12D.0 1788 170.0 881 m s0 in 170.0 888 170.0 M 170.0 1063 170.0 787 170.0 1240 170.0 878 1740 U17 170.0 914 170.0 ISM 170.0 998 1863 1018 170.0 1033 1195 181g 170.0 1083 111.0 1819 IlOA IWS 87.2 1019 170.0 (•- J 61M 170.0 930 170.0 748 .0 1118 170.0 660 170.0 13M 170.0 840 170.0 1468 170.0 foto 156.7 1842 170.0 1070 141.0 t&2 170.0 1122 117.6 1842 1883 1188 100.7 1642 187.0 1167 841 1642 187 167 Sol. 17x0 974 170.0 789 170. 1189 170.0 003 170.0 1384 170.0 1002 180.0 112 170.0 1088 142.8 1472 168.8 1148 1248 1472 1683 1130 107.1 1472 147.8 1106 91.8 1472 1440 1104 603 1 48.0 1104 Z �� y SF36p 721n 170.0 1083 170.0 070 tA.O 1 170.0 tool 160.8 1320 M2 1101 1320 1 148.8 t0&T 117.3 1320 1373 1086 106.8 1920 12x.0 1049 88.0 13� 117.0 1024 744 1�0 1128 1013 t3M 1126 a ISL 701n 1740 1122 1711.0 637 140.0 1104 169. 013 1282 1184 1349 981 1122 1184 110.7 978 98.7 1184 116,3 984 848 1184 107,6 BS 743 1184 97.0 836 84.1 1184 83.1 60.1 1184 923 828 ...t J r P Z3 781n 1B8.f 1124 170.0 90 1344 1124 147.0 906 1124 1283 BN 1026 1124 1148 931 82.3 1124 IOLS 818 83.0 iS4 80.0 908 892 112! 88.0 890 69.3 1124 881 D1.8 112! 832 878 90 in 108.1 81 1113 780 80.1 044 84.3 738 773 SM 724 07.0 BN 73Z 712 80.1 81 96.8 702 81.0 844 61.4 861 49.0 861 BIZ 678 38.8 80.0 888 33.8 BN N.7 862 `d" �L 2 -C.1 r 9816 08.1 742 91.5 W3 742 742 773 682 834 742 841 �7 742 883 831 405 742 64.1 822 44.6 O 49.8 814 37.1 742 43.8 600 742 393 We 27.8 742 37.5 584 - a M O r IOWA Me 968 034 530 821 We 534 621 44.7 98 484 8 38.1 US 41.4 505 34.8 988 37.3 498 31.3 888 34Z 492 78.1 888 285 72.3 668 28.8 472 195 US 24.7 466 rA 11161 67.6 888 88.8 803 48.0 866 448 486 413 688 424 487 38. 30..0 4WD 32.0 @36 342 473 26.6 US 31.3 487 244 866 487 205 066 243 440 10.0 BBS 71.4 4ffi W � � N 120N 40.8 476 48.4 433 30.0 476 39.0 428 328 N6 33.7 420 283 N6 3 4/ 28.3 478 26.8 40B 228 478 243 401 19.0 21.1 SBS 183 476 147 3N 11.3 478 173 361 V �( Q O O 1N In 28.4 330 28.7 306 220 330 224 301 168 330 10.3 287 184 390 17.0 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Caospa Table (ANCHORCAP.,,m,,,,,,\ Sabebet 2.7kCanw.e 3.6k Cm H Faetll2l61 FTYWad Melee (DPS,)X�MULLIONCAP.wd,,,m.�eANCHORCAP.,,, kcwTypa 3110•E3ao w1mcm u4'Eb0 ur=m «1�o 366 040 Late= 114•E 1.W.. 1N' bo BI1B•Elan 7R'88 Ebo 010 Stetl /128fee1 612 Steel AnehorClpPett8m6 Det« Udrxm A9maCm0r sowpm scmw(Wm 6m8wt4� USE THIS REQUIREWCO RFSPOE'ANCHOR EDbe ustam DO r 2477 r 24m Mir r 2-tor r 2- r 3•ur r 0.46 0.64• 0.324• CAPACITY RC-QUIRED•CORRESPONDING TO AN Embedmeet M7 t;b4• 1.374' t-3w' 13N' r f-uc 1-u4• 1-v4' 4• t-vc r 1277 13Ir ACTUAL PRESSURE REQUIREMENT FOR THE 2Ambms 4.76MhO.C.lstmeaa«otmeltzp(Fb.1a27 390 ms m3 450®s 69019- /s44bs 270 ms 280 Ma 36ag• Taros 3741m Lbs ema tg• 44 Ins 0n OPENING,WHEN THET IS TABLE) HE THE MULLION aA1•MeQ22s Mn.o.aralmmdt«CBaeg c9g 1Fy.3k looms 700 ms 660 lbs 1410 the swlae WA 560 ms 83oms N/A 82*roe 682 W. Bas lea 1120®a CAPACITY(FROM THE TABL�OF THE SELECTED OAnebae®1.15.0161.O.C.I standmd t«Ofa81)1Av Fig.q 96016 1400 ms WA WA WA N/A 760 Ws WA WA WA WA WA ms 1770 ms 22a ros MULLION.rc WILL YIELD A MINIMUM ANCHOR 4A1wM1s®regia O.C.l RIa6A0ge CBpB I(Fib.51: mom 7o0roe Geo ma 186006 low roe 6W me 8801 WA 760 ma Mlbs em me 1892 ma 002 BBs ms 1/20 roa CAPACITY WHICH MAY BE USED TO QUAUFY BAnoh•e®r Men.O.G 1 RI0.6.0666 caps I tFt9.63 1170 the 1170 ms 1020 ms 2340169 2844 Dm 010 ms ma WA 1140 lbs 1122 ma 1320 ma 2839 ms 1022 i0.i 1 1880 ma ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anahm a 0.48•Mn.C.C.I t1Cgp.no w ohm.lF4.73 WA WA WA WA WA MA WA WA WA WA wn WA WA t4N Noma ANCHOR CAPACITY TABLE. PRODUCT REVISED 2 Anohae®2.25'MI6.O.C/FCO (Flg.B7 350 me 3701bJ 2BO ms 701 ms 478 m8 280 ms WA 318 b3 wA 4409re WA 311 ms 4426• m wmplytng with tb0 FLl6tda 4 Anabas 01.IV Mh.O.CJ FCOp lFl0.97 480 ms 700 M WA WA WA A 380 me WA WA WA WA WA BB7 Om 084 ms 1120 roa Building CodO NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS E STANDARD CLIP. --j 1.082 f••- --y 1'000' AcBo x0Um 7i}9�AZ1 0. TABLE NOTES: B FIGURE 1• FIGURE 2: FIGURE 3: FIGURE 4: FI E 3: FIGURE B: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ►r•d11ct ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111 1 I t 1 iff E.4 • • • • • • • • • • • • LYNN 2)LINEARINTERPOLATION BEEJAE!tNIA&CLEt•IGT:SANWOROPEWN.YGHSISALLOWABLE \*�.•�;GEMSF ''•F`P • • • • • • • • • • 3)MULLION AND MULLION E DRIUs D IN TY E r0)V FQ�A DIMENSIONS,SEE 4.000• ��y��,+}�,. R�gyXi �0.c-:' •.;r SHEETS 21-23.HOLES TO BE DRILrED IN TYE f1�LgF0 IN Sl RESTRIOTi0N3 4'al2l-w N0.50705 . SHOWN ON SHEETS 21-23.FIAUMES SPI"SUGo66TEDdkPP LOCATIONS. �• FIGURE 6: FIGURE E FIGURE 7: r 1• n6 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ i b UU; • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE 1 TC • • • • • PRESSURE-TREATED YELLOW SQWiI•9RN PINE j(JITFI Ai�SG OF 0.5LALUMINUM SHALL BE •:t�ic��'•..rl OR10h•''�C��;' 8083-T6 AND BE A MINIMUM OF.1286 THICK S&EEI•STVDSJO BE(!�'d3(RN U E 33 AND.046• 375'I ANCHORS ANGLE CLIP(FIGURES!i&8)MUST BE USED W PAIRS. INTO METSTA ,�} D T 1 10&/12 VX 4'X.37b' 1•X 4'X.375A LS'�lINM1U_E1F�,P.E. ANCHORS INTO W--0-0D i4Y IWE ST 4418 8 B.S.00R 41 iii ••• ••• T-MULLION MULLION �P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE 8A MWaonCapacity Table Opening WId61(torwice*span"mu®om)or Opening Height(forhodmNeyraparmhl8 mulions) lid go in 60in "to win so In inoin 1201n 140 in tooth . O 123'X Reae7tgWer Trepfrdeng. Reatarypier TfelYMaA9. Roetengsier tteplyddn8. Rmwelor 11 R.Watnr TmpMW4. Root"" Trap'Meng. Reaten>PJor 71epWan9• Reeten9Wer Tiupfnlarg. Redesubu Trepl6laaa• 4 3.18'X L eg �n9 Loading LW*v Loading laadtta I-Mv Lowing Loa9n0 Loe4Ng Loedig Loadn9 L-ft I.-" lnadtg loaditg l.oadng laadtg oY .28'Alum Tube MuNkm Mull 8@ d d d d d 8 8 3 O 421n 170.0 820 170.0 430 170.0 744 170.0 478 170.0 844 170.0 808 170.0 992 170.0 819 170.0 1118 170.0 621 170.0 1240 170-0 821 1T0.0 1488 170.0 871 170.0 1738 17x0 021 181.0 1789 170.0 021 :1 LV 481. 170.0 705 170.0 324 170.0 880 270.0 591 170.0 BB2 170.0 930 170.0 1133 170.0 681 470.0 1278 170A 877 170.0 1417 1700 880 101.9 1848 170.0 BBD 1327 160 170.0 680 116.1 1448 170.0 880 ] I SOM In IMA 747 170.0 883 170.0 888 170.0 631 170.0 100 170.0 BM 170.0 1180 170.0 723 170.0 1346 170.0 747 187.0 1488 IMA 708 1392 1468 170.0 708 1182 1488 170.0 768 104.4 1488 170.0 788 R W o U) Min 170.0 787 170.0 12 170.9 age 170.0 891 170.0 1118 170.0 781 170.0 1276 170.0 803 163.1 1978 170.0 837 148.8 1378 170.0 938 122.3 1376 170.0 881 701.8 4378 170.D BM 91.7 1378 170 1 m l7 win 170.0 880 170.0 701 70.0 1083 170.0 787 188.9 1168 170.0 879 139.0 1188 167.4 930 1231 lige 168.8 919 tt1.2 1158 180.0 012 927 1188 144.8 805 79.4 1158 144.0 908 69.6 1 144. J as In 170.0 830 170.0 740 180. 081 170-0 860 1372 1044 1889 am 120.1 1051 1420 848 10&7 1051 1323 637 98.1 1061 126.7 830 80.1 1031 118.0 822 888 1061 110.1 821 1061 118.1 821 � N � 88 m 187.1 887 170.0 780 133J SIA 808 110.4 857 134.0 780 100.4 887 121.8 777 828 057 112.0 787 838 957 108.8 788 88.8 947 {080 780 89.7 807 BBA 822 861 989 748 Z a 72H 1287 844 136.2 898 107.3 844 it 944 91.8 844 101.3 WI 80.4 800 91.4 680 71.0 eM eat 850 Bao 644 7a8 Bp 938 894 723 833 46.0 BM 829 402 844 89.8 828 = tSL Min 108.4 722 114.4 630 912 742 97.2 91 722 883 608 68A 772 76.7 ON 80.0 722 70.3 688 till 721 086 080 48.8 722 %Me 670 3&1 03T 565 34.2 727 BB2 BM -I � Z r 781. 1012 886 1088 800 44.4 886 89.9 588 72 886 790 877 83.3 888 700 808 082 898 44.8 880 600 888 %I 85J 422 886 44.3 613 888 30 637 31.8 Bab 60.7 038 Win 050 448 88.0 457 84.9 818 670 449 lf.1 61 00.1 441 412 616 44.7 434 388 818 40.6 428 330 618 37.4 471 27.9 1118 39.1 9 23.0 810 300 405 188 518 28.1 444 gel. 04.3 453 550 404 48.3 453 17.1 397 30.8 463 41. 381 331 453 36A 886 302 453 330 379 272 444 300 374 210 483 308 19.4 463 242 360 17.0 453 229 350 � � O 105 0 38.1 3H 39.0 323 31.8 358 320 318 27.2 448 28A 31 6 360 282 305 212 358 227 304 19.1 388 288 300 181 190 283 � ttt h 35.1 338 35.8 306 29.3 339 1 30.1 3ei 2&1 338 1 28.5 1 297 20P &A 232 203 19.6 338 20.9 209 17.6 338 19.1 268 X 72 I.in 27.8 180 282 244 232 180 21.8 280 190 17 280 200 258 .{ 82 16315.4 289 10.4 248 V N Q 00, O O 144 h 18.1 201 18.9 188 a .- TABLE 86 gO ANCHOR CAPACITY ADJUSTMENT FORMULA.' � �0.' AnchorCe d Table an ANCHORCAP.,,,,,,,a 8 Subalmie 2.7xcacfue UK Ow. F'6e0CMU PT WON Mad (DP_)X♦i ANCHORCAP.- Anchm loo: pia V4'9S E8a 918•Eta Ue SS Ecco 819 sled 01281ed 4528fed MULLION AnchorCOpPett9me sft@'Eaotmraem veElouttraeon u0ecan SMV Mcoti1mcm Ve gggepga untaat Agafaeaev gue•(m)acree(OS) 80. (06) USE THIS FORMULA TOOBTAIN THE°ANCHOR EdeBpatafcagnl r 2-117r 2-v2 3148' V 2-tet 2-11Z2 sum z o.4s• gee Daze CAPACITY REQUIREWCORRESPONDINGTOAN Efnbod uad n tare 10.05 laf4• 13x4• r 1.04• Vile 1414' Vve I- 14fe z 1aB' lana vales ACTUAL PRESSURE REQUIREMENT FOR THE z arches®0.76'Min o.c.r SlaMartl fr OBeI COp(Rg 17 SBD 0.o 390Is 46000. MO m 1641 Is 27013 354 740 374.3 I0. 948 Bn 32190 412Ie -Wim- OPENING.WHEN R IS LOWER THAN THE MULLION 4Anthas('g1.I7M3e O.CiBtenamIldra6d)aep(Ra 27 480.9 7000.D WA WA WA WA Is WA WA WA IBA 68406 888 ms N�86 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMhm@ 3'MI.0.a.((2)215 MOB C8p1f 07937 7BDe6 780169 680Is tti6D is 16a9Is 610 690 e6 WA 760116 748 Its Seo tin 1892116 SWvn giews n2D as MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Archms®0.45'MIn.OA.f UC4L Nt0.128 AMn.(FlA 47 NIA WA WA WA WA WA WA WA WA WA WA WA 143-0. CAPACITY WHICH MAY BE USED TO QUALIFY t AMn0rJ (Rg 67 196•s 196 me ?ZS OS 4dB I0. 82219 13006 140116 177 e6 370116 107 M9 sa7 s6 0.79 t7om 221166 2.8010. ADDITIONAL ANCHOR OPTIONS FROM THE zAftthds®1.1P BOn o.ClF �i0 87 an i8a 36019 M9L WA WA tin ms WA WA WA WA WA 08 440.13 5BO ma ANCHOR CAPACITY TABLE FRODUCr REVISED NOTE:FOR THE OFFSET OLAP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALLI THE STANDARD CLIP. a9 complying i4th Uuildivg Cade t6°°b216.03 FIGURE I: FIGURE 2: t�1260'-•i AWeplenceN TABLE NOTES 3-11-i .F/1.b21 • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFO TION *i'"i oduclON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. l l f i l f f 2)LINEAR INTERPOLATION BbA AEN•ML•!�.LI;4GDiS#bJ0R$PL2ING 1tISTHS IS ALLOWABLE `�������(tYNM,nq/4�7��i�. FIGURE 3: • • •• � a_ 3.188° ��� •.••�tGENSF '•.F'r 3)MULLION AND MULLION CLIPS SHOWN*REINANGLE 0'bT c%JeDIMENSIONS•SEE Q-; ' CUP MUST SHEETS 21-23.HOLES TO BEO�pIlLED IN tW HE VIEW FMI "DWE14SIOUAL RESTRICTIONS 58745 •,f BE USED SHOWN ON SHEETS 21-23.FRiGRE3 S tIV SUaMSTEM APPRDXIMAT15WOLE LOCATIONS. 285' _ �•:./j/ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND V" N D� 0' _GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Gf30.WOOD SHALL •. ! D �� I'A` FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED Y Olt a0U'THERN RINE WITY AN SG OF 465.ALUVNUM SHALL BE ��'•, STA1 E O / • 8083-TSANDBEAMINIMU F.1 THICK WEB�1LSiUDSTOBEAM[VMt AG�ADE33AND 1.2SX3.188'X288"MUWON-THICK '��••'•FLGRIDH.•'��• ANCHORS WTO METAL. jjjjj�HAFFFtttLUUULFFttUUCTU A��OT3 3�REW Tt�iEADS sEY®ND(HE MATERIAL (t-tr4'vP Mta uoN) L 1110 8 tl12 ANCHORS IN74D(YdOOD N14Y ON BE ST �8.8 .VR 410 J ••• Ll'FIW iMILP.E. FL P.E.#53705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A + M171gon Ca 9Ry Table Ib tt}}SS��� Opening Width(19rverBea"ar drg mtMonol or Opening me4ht(for hml2elda27apam111g ax®ot16) �r,1Ltv' 1101. sob TObI 801. I Bobo I tool. I . 1201. 1 1401. too ft fl l�aLLO 1.26 x 3$6 Reatmooff T•pl7tle19 R00tag04er Treyr8en0 RectatWbr TappOtmqu1.r TN917d000 Red1 T laad.9 1.88.0 7 Leada9 U.*q T laedn9 LMWG 1malww Rectum"Lou" Lwft T L-fto Lgai 4 x.x3 1--" Load.O Loadiq Loediaa {$j LmE+q LOU"np Loedn9 1•aadna Alurn.Tube A � '1 �� 111 1 11 11 111 11 111 21 1d z � m Tub 42 b IlOA 820 170.0 438 170.0 7M 170A 178 170.0 886 170.0 600 17¢0 99P 170.0 618 170.0 1118 Imo 521 153.3 1118 170.0 821 127.7 1118 17¢0 521 1088 1118 170.0 821 98.8 1118 17¢0 821 r 481. t70A 708 70.0 324 ttQ0 BSO 170.0 5N 187A 978 170.0 830 140.7 we 170.0 661 130.4 078 170.0 W7 117.3 978 17¢0 860 91.8 WB 170.0 680 810 Bre 170.0 8110 713 878 170.0 = `� 60.8261. 170.0 747 1 683 17¢0 898 12.0 631 780.7 827 170.0 861 131.9 927 188.6 708 117.2 927 189.1 899 103.6 ffif 158.3 888 81.9 921 168.3 686 78.4 921 138.3 60 88.0 827 886 d' in 541. 170.0 787 17¢0 154.6 BBB 170.0 881 132.6 689 153.8 683 116.9 888 141.8 889 1010 809 13CO We 927 869 120.8 864 17.3 NO 120.8 832 OL2 889 128.8 862 07.9 1288 662 U.1 O 001. 143.2 748 1618 834 1 7d8 1325 820 102.3 748 117.8 807 88.5 748 107.8 NO MA 746 101.0 692 71.6 140 96.6 587 Bar 748 93.3 563 5f2 746 93.3 683 .8 748 813 60.1 Gt9 831. 129.1 877 I. 670 1011 1131 686 BB./ 011 1024 115 773 877 91A 648 687 077 862 639 819 077 81.0 631 61.8 817 71.0 079 N.2 BA 76 38.7 877 78.7 529 LU t0 J BBI. 107.6 817 114.1 we 80.7 817 619 789 817 88.9 609 87.3 647 7dS 600 69.8 817 728 404 63.8 617 86.7 489 N9 811 84.4 483 38.4 8 617 482 319 617 617 482 j Q. �r 121. 02.9 618 07.1 450 60.1 618 74.2 599 618 862 432 81.8 616 68.8 428 d8.t 618 64.2 418 41.d 11/8 60.7 414 34.6 818 48.8 498 516 40.0 406 269 518 40.0 406 ? g 701. 70.6 485 73.7 408 86.7 485 82.8 388 463 518 390 4V 486 48.4 384 38.2 465 40.3 378 362 488 42.2 374 20.4 480 jj§PX2. 30.6 3fl4 22.0 485 382 383 = L 781. 66.2 441 Bd0307 84.9 M1 07.7 379 4" 1 50.6 372 4¢6 441 46A 388 382 M1 /1.11 360 319 441 38.7 368112 Nt 33.1 318 20.4 N1 327 346 901. 42A 332 439 288 30.4 332 37.0 207 30.3 332 3 284 20.6 332 289 260 23.6 372 261 278 21.2 332 24.1 272 17.7 19.8 282 113 SSR 18.7 180 _W 1. 96.0 291 389 280 20.1 191 303 258 26.0 291 211. 282 219 291 23.6 248 10.4 M 21.3 244 17.6 281 199 241 1 281 148 232 a 1061. 219 2� 26.1 208 70.8 230 11.1 206 17.6 230 10.3 10.1 230 182 198 Vk NZ O 1116 128 218 211 107 16.8 218 18.4 107 10.2 216 18.8 191 218 1dA 186 111 1201. 17.9 107 182 170 119 107 163 107 X a 0 0 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorC Table AN CHORCAP.,,,,,,,m, 888 8u9t0ete: 274Cant6te 3.114 can. C8a1 FOWCOAU PT Adalel (DP®)X( ANCHOR CAP. 6116•Ebb 176•es Ebo 5ne'Et6o 114.88 ileo 410 Sh.1 812 Steel 8128ted MULLION CAP.,m,,,,, AnchorCgpPatt9m9 AWWTIM 3118•QOD � •EkolBt�on 170te9o0 �Eb0t2noon ttPEieo A 9b�eta Uereom A9geoatar 8mw(G5)smer(as) Ban(115) USE THIS FORMULA TO OBTAIN THE•ANCHOR Ewe Dewne Mk r 2.112• r 244 3 1• 2-V2• 1• &1 T 3778• r 0.46• 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Eabedeml al lave law• law• 1677 r 1-Iw• 1-114• f-U4• t•1w• t-t/4• r tale• 1676 1fi118B ACTUAL PRESSURE REQUIREMENT FOR THE a aronae M.76• ac.I1318 Qard«05ee1 a p IF 9 tk 456•s 1644.9 270 bs 280 911 3s4 Ue 40 2s 574 Sea no so Ro 3416• 442 Me 0e OPENING,WHEN IT IS LOWER THAN THE MULLION 4AnoAae®1.ts VOL o c.t sfmlaar6(•61.80 ak7(Fg.2k 486 na 700 ma WA WA WA Seo M NIA WA Wa WA est ma 885186 1120 2a CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Atb)fa04D 5•Nb.O.mi Gon"n91euwo 119.3k 78068 T8o 0a � 168920 1898 R* 81020 68020 !UA 7898• 748 be eaD -1892 Pis 8861.6 BBS 20 1/20 ba MULLION.RWILL YIE.DAMINIMUM ANCHOR 3 Arohas®09768..O.C./U471p,bio.t00•Aent(FIp 4k WA WA A WA ILIA WA WA WA NIA ILIA 68A WA WA WA 960 ee CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arot1a/F4np(Fi06k 19620 18S 22628 4452s 87220 117 be 14020 17720 3702e 10720 332 Oe 4 170 we awl we 28026 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anohee 1.16.WA O.C.I F20 Bk 20763 WA WA NA WA 18020 WA N7A WA WA WA 31128 M22a 66008 ANCHOR CAPACITY TABLE. PRODUCT REVISED m wmpl9Ne with Ob FltlrMs B (e���k *-cess•O j FIGURE 1: GURE 2: TABLE NOTES: Z2Wbmt(n Ihte� w • Acm 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AID.HEET 25 FOR IN TIONBy LID ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI a! 1)11 2)LINEAR INTERPOLATION Elglf%EEN1JRJ t LO NGlIi3 ANDf.R:PEYWG VJ1%THS IS ALLOW ``f\Oa.(LYNN),�C�� FIGURE 3: 3)MULLION AND MULLION As Wpl ANGLE CLIP$SHO d IURLXAET DIMENSIONS.SEE 'SHEETS 2163.HOLE9 TO BE DRIY.F.D IN E L 1.l ENSIeIQAI.RESTRICTIONS�USEED� SHOWN ON SHEETS 21-23.F181lRES af101Y SUG�6� TFi LOCATIONS -�� No.IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - f i_z FlGURE 4: FlGURE 6: FIGURE GROUT-FILLEDCONCRETE BLOCK UNR(CMU)SHALLCONFORM TOASTM C-90.WOOD SHALLBE PRESSUF(E-TREATED YEy 014JTHERN P E W AN SG OF 056 ALUMINUM SHALL Q: A L tFBEA MINIMUM 40F.10ir AND O�THIBGAUGE).9TRl1CTUIIAL3T EIsTOBI2TH U D A1.L '� •. . �. S j ANC14ORS INTO METAL� D Al LOW01 SCR[W THREADTa'gFy NDFHE MATERIAL MULLION '�, 1UN,PIN •"��'� #10 8#12 ANCHORS IN t BE ST11%,1&86.3.01141108.8.6 • • A.L*R.MILLPhR,P.E. • ••• ••• • FL P.E.#55705 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10A � Mu01on Cepxotty Teb)e(1b•NP) Opening Wdth@bfveAin panninginilois)orOpeNnpHefOM(5Dr9mtook. spamiegto ) 50N 601. 70N BON 90N t00N 120N 140 in 160N 5t nd Recd�Au9r Tn3Rda�9. Re;Nn9uim Tro2/rda0g. Retl4npula TmWd" Rxlugulet T®prrd6n0. R4cte09d9r Tr0ptldeng- R4tlagutu Tte it m. ReAenylu TropRd--9 R4cIrot8�5 TroPT�'9- Recugdm Treyhi®g. G 128 x 926 Loading Load6g lwdsq Lo6dN9 94915.49 LceAOB Loft L®9-9 LaedNO Loe8n9 LoOdtng Lad6g 116®68 LoedNO LotlNg 6mdin9 Lo78n9 Ined9• 1( YYYji x.624 _ Atunt.TubsTAI RUMORS '� '� 'fifi• fi• ., �., _ H �.. .. '� ..Tii �.. '�.. .. .. `� U�v u u u u uu u v u " " u u u u $ m a &a 3 a k It I & as >1 &a 8a �a �a 8 fa as ° ool 42M 110.0 620 00.0 436 744 170.0 478 170.0 SM 170.0 608 1700 99Z 170.0 619 uaxi 1116 170.0 621 170-0 1240 170-0 621 170.0 1468 1TOA 521 170.0 1735 170.0 621 170.0 1983 170.0 4810 110.0 708 170.0 621 170 660 110.0 SN 170.0 892 170.0 630 170.0 1133 170.0 881 170.0 1216 170.0 677 170.D 1417 110.0 660 170.0 1700 1100 660 189.7 1979 1700 WO 148.6 1HMO 170. � fn SOXM In 110.0 147 170.0 583 170.0 110.0 631 170.0 7016 00.0 684 170.0 1195 170.0 723 170.0 134S 170.0 H7 170.0 1190 170-0 768 170.0 093 110.0 766 162.6 5.977 170.0 RO 133.6 1 70A ISO �O O 54 In 170.0 797 170.0 612 170.0 656 1 691 170.11 1118 00.0 764 170.0 1216 170.0 SS OOA 1111 170.0 897 170.0 1697 Vol SSB 168.4 1769 STU 881 130.1 1769 170.0 881 117 769 170.0 861 m O y 6010 170.0 897 170.0 701 170.0 M69 170.0 170.0 1240 00.0 878 170.0 1417 170.0 914 181.1 1811 170.0 998 116.0 1611 170.0 1033 120.8 1611 170.0 1063 1016 7611 1700 1 .8 1611 170.0 1097 6310 110.0 Me 170.0 T46 170.0 1116 t7oo 850 A 1302 170.0 940 168.8 1370 170.9 1D16 1397 IND 170.0 1978 125.3 1310 1810 1082 100.0 1370 165.9 1012 0.9.6 1370 166. 70 783 1370 166.3 1070 8810 770.0 971 170.0 789 170.0 1169 170.0 907 155.8 170.0 1002 1382 1218 168.8 1613 121.1 4248 147.1 1000 108.9 1218 139-0 989 90.6 1218 130.0 918 77.6 124 28.0 976 80.1 1248 129.0 976 Z J� ���((• .J 721. 1W.B 1079 170.0 878 139.9 tm 1507 89I 179.8 5.019 1 976 101.0 1019 179.7 860 932 1019 109.7 848 83.9 1979 1021 039 69.8 1049 94.3 825 69. 049 9t2 820 62.4 1049 91.1 020 785.0 1427 941 149.1 822 116.9 911 INA 805 101.9 941 1112 1 89.2 841 100,0 777 711.3 941 91.7 768 7L4 941 86b 787 59.5 941 77A 711 1.0 911 74A 737 [444.14 411 73.378 in 1320 894 197.0 783 110.0 891 118.8 781 912 891 102.0 763 894 91.9 740 73.3 891 80.1 730 See 894 75.3 721 65.0 880 70.7 47.1 894 67.0 101 890BON 85A 977 88.7 S96 77.8 971 719 686 81A 971 88.3 876 53.7 1 50.2 588 477 671 628 868 43.0 871 dB.B 561 355.8 671 .1 639 30.7 971 39.7 531 971win 70.8 See 72.8 627 6&0 680 61.1 518 60A 690 53.4 509 113 690 602 393 590 43.0 494 35.4 See 39.6 468 28.6 90 34.7 1J7 262 690 ltb 1695911 29A 167 pi 1081. 49.7 dN 60.8 d2i 41A 186 d2 it Otd WE 466 37.1 408 31.1 466 319 21A 489 29.7 398 24.9 466 27.1 391 1 460 23.6 362 OA 468 212 97611110 45.8 161 16.1 400 392 441 39.3 393 32.7 441 34.1 3BJ 7A8 461 302 382 441 272 378 229 441 74.9 19.1 441 21.6 363 i8A Mt 19.3 358 441 17.8 3$1 W X `S2 12010 363 376 36A 314 50.2 378 31.0 339 25.9 316 ffiB 331 25.7 378 73.7 329 20.1 21.3 328 18.1 378 .6 321 16.1 3731 18.7 3U F, 1n } Cn 1191. 21.0 262 212 242 1T.6 262 11.8 239 15A 262 163 239 V Q O O a z TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: g � An58orCepxdly Teale Ob•) ANCHOR CAP.,,�•„�, V 51.90a1e 2.7k 06rcnte sox Cax. n00a10MU F0e0(SAU frTWoal MNei (OP,m)X( ANCHOR CAP.,,, D. d16•Ek0 v4.86 BNS•E7eo v4.39 Fico omSteel etastem 012 OW MULLI0NCAP.,,,,,- AneborCApPeltome Ant.ta Tog 311P9rnIAm0m v4•EI[oU00xon umam AMC S. 1n v1ft.11Famn A�eCiHW AMre(UlCr Otjw(m)9aar(Ra) Scdor(746) USE THIS FORMULA TO OBTAINTHE'ANCHOR EaDe duce r z-vr r a uz s•1re• a-vz r 2-Ur z st z OAC o.64' Oar CAPACITY REQUIRED'CORRESPONDING TO AN EN9ea17ef 1514• tSIC 1314• 1314' z -v4• t•vs t-v4• t-vr 1-va atur 2 f5B' tsi8• wafts ACTUAL PRESSURE REQUIREMENT FOR THE 2Aneron®a76•Adno.e.r9lmMae0r42•NC➢p(Fl¢iT B• so 450 Me ;WA 1641 210 Ins 280 VA 3N B9 740106 37404 ON= ten 442 On 660796 OPF141NG,WHENRISLOWERTHANTHEMULLION , d Antlars0 is Mm O.gtSt6Mv0(ROIEeI)CUP09¢a)• OHO09 70099 WA NIA 38004 WA NIA WA WA wA 68209 886031 1120N6 CAPACITY(FROM THE TABLE)OF THE SELECTED dArxlms®3MN.44ITI4'tl6A1g9C�9/(R¢9j 760x9 -looms Seaft 189994 56099 Sell to NIA 760106 Tae m6 88089 7892 me 888 m1 11731 m6 MULLION.IT WILL YIELD AMININIUM ANCHOR sA4910®o.64•MN.octucsp,Nm.taramn. a) NIA WA NW WA NN wA WA WA WA MIA tvA N7A wA DSox9 CAPACITY INHICHMAY BEUSED TOQUALIFY tArcrorrF•c6p 6) 196®s 18519 22Bms on 871.6 13906 14D So mN6 970106 5.97®8 99299 47909 4089 ms 280®6 ADDITIONAL ANCHOR OI7TiONSFROM THE ED 2AWAM a uw M o.Sizi F ¢6X 210319 am to RIA WA NU 190®6 WA N7A WA WA WA 301 B9 d42 560 BB ANCHOR CAPACITY TABLE. os'-pC'T tt8 th ow v6 camp17798 with Yt6 P1041d• Building c�oat.10 16-eztia.63 FIGURE 1- FIGURE 2: TABLE NOTES: 1'260' beltao Date 1 ) • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy ON LOADING.SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. Mi Dia Fnodua/ /71111111 L GHS fOROPENWOWIDTH3ISALLOWABLE `� 14�•,:...,,hi�( ���i 2)LINFJIRWTERPOLATIONBE1�IYcEN�'�1. Fj)N : A� • • •• NO•'41cENSF•'•�F� FIGURES ANGLE 3)MULLION AND MULLION CUPS SHOWNMRE NOiTC14Clu.E�OR T DIMENSIONS,SEE 3.260' - •r CLIP MUST SHEETS 21-23.HOLES TO BE AILIED A tHEiIEtE FOLLOWINA60I1_FE�(7T$wNAL RESTRICT30N3 Plo.:>131075. t! BE USED SHOWN ON SHEETS 21-23.F jpV S�F10:1 SEI:(�EST'E APP:OXI•MAT.:�.E LOCATIONS. •: �r IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND p. ` _ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680.WOO)SHALL U• o ^' . Flf3lffiE 4: FIGURE& FIGURE e: G24' TE ,<V BE PRESSURE-TREATED LOW SOUTHERN PINE WITH AN SG OF 0.56.ALUM WUM SHALL BE . 8083-TS AND BEE: F!1 ICKSiEEL3TU0.4TOBEAyINfMU(9LGRADE33AND -:u'i`�S`FIORi��; ��('j-;� .046•THICK(18 GAUGE),MINIMUM LST O`bE RT LPAST.I2P TI1'ICK�1NgA38.ALL ANCHORS INTO METAL SWILL EX ND INTEL ST•3 SCIEEW THRE4DS BEYONDd rHE MATERIAL 125•X 9.25•X.624• � �•�`` #10&#12 ANCHORS INPO WOOD%W BE 'S OR%10 S.S.• • • MULLION A.IAN'(I�L�R,P.E. ' • • •009 900 FL P.E.#b8705 ••• • • • • ••• • • • • IS • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A ® 7f88+ Mullion Capadty Table(WIRE) 97 Opening Wdlh(larvadlcaly4p9mhgmWlers)arOpeninp Halght(brhateadstyePemtna mmars) so in 8010 7011 1 90 In gain1 10010 1201. 1401. 1601. 1.281394 ReeWgt9• TrwTt Rade.9ria TMA.M. Rect wa T-wriong. Rxf®Whr Tnyrdm& Recraoadar TrepRdm9. Raclerguia Toy7drg. Rsp2". Trap/1Mrg. RWmgdar TWff&lg. Reaagula Traplfrhrg. 4 La9dn9 lwd6g Wag loading Loadeg Lud.g Loaaleg Losdn9 L.+dmg L.adrg Loading Laa4ag l.o4hg Loado9 l0edtg Ludi.p LudrrO Laad9g g.Y 3Y 1.eu d Mullion a� � $� �� IL �� $� a� a� �� ILS �� @� � �� a Ta a a�S to t�! a U Y ., to ! 9 a ., ., Al � €a ga a s a as a a as a a as o 421n 11&0 620 710.0 436 0 744 110.0 478 170.0 868 170.0 669 172.0 992 172.0 619 170.0 1116 1710 621 170.0 1240 710.0 621 170.0 1469 71xe 621 170.0 1136 1110 621 170.0 11123 170.0 621 491n 170.0 708 110.0 624 170.0 0 172.0 684 170.0 992 170.0 630 170.0 1139 170.0 891 170.0 1275 170.0 877 118.0 1417 170.0 860 170.0 1700 110.0 880 tt00 1887 170.0 680 770.0 2267 110.0 800 W 60.m in 170.0 7A 110.0 683 170.0 898 631 110.0 1048 170.0 884 170.0 Me 172-0 727 110.0 13NO 1102 741 110.0 1694 1100 760 170.0 1793 770.0 766 170.0 2092 172.0 158 170.0 2391 110.0 fill• 170.0 791 170.0 612 170.0 968 170. 891 172.0 1118 110.0 764 170.0 1276 17x.0 803 170.0 1434 110.0 937 170.0 1691 170.0 866 ITU 1913 170.0 661 00.0 2291 170.0 881 160.2 2403 170.0 co co p 601. 170.0 886 770.0 701 170.0 1063 170.0 79 570.a 1240 00.0 878 170.0 1417 170.0 941 170.0 1684 170.0 988 172.0 1711 170.0 1043 170.0 2126 110.0 1063 U0.9 218.1 172-0 1083 129.8 2163 .0 1x83 ��• (p 631. 172.0 930 V413 46 iM 1116 170-0 660 17. 5302 OOA 640 170.0 1188 170.0 1016 510.0 1873 170.0 1018 170.0 1869 00.0 1122 5689 2060 170.0 1169 1345 2080 1'70.0 1111 W.7 170-0 1171 W 6811 710.0 974 89 170.0 1169 170.0 8W 172.0 00.0 1002 170.0 ism 110.0 1086 170.0 053 170.0 7166 172.0 1949 170.0 1210 1430 1966 110.0 1276 1228 1868 ImA 1296 .2 1986 7/0.0 1288 Z (nn'Zq LL++yy�c E144 170.0 tOfi3 78 110.0 1276 tte.0 1009 110.0 14M 0 1126 IMA 1700 178.0 We 154.1 1734 170.0 1316 Oa.7 1736 Mae 1386 Me 031 156.9 738488.7 1734 {60.1 887 1734 160.2 1352170.0 1122 37 1780 1318 170.0 1090 768.6 1556 00.0 g tA./ 1668 1862 1185 131.1 less 1616 1268 117.9 160 141.3 1261 983 1566 @83 1229 su less 3 1218 737 1666 7212 1216Tit 1161 87 ST0.0 1301 170.0 1116 1659 1417 1613 124 384 1477 152.0 7224 121.2 Uit 139.1 1206 U9.1 14TI 1286 1191 80.8 1477 7189 1169 77.9 1109 1159 603 1477 1083 11611120 1110 88 118/ 1770 1219 969 1011 1110 1079 251 80. 1110 983 236 78.9 1110 87.6 671 71.0 1110 BO.i 810 69.2 1110 71.3 661 1110 66.8 878 44.4 1110 827 810111.0 816 2 979 875 101.6 M 63.8 975 86.3 842 739 9 76.6 an 66.0 976 713 80 6a.6 976 0.4 601 488 975 0.1 41.8 976623 778 986 976 493 7WZ 822 777 698 88.6 771 70.7 885 68.1 771 81.3 WI 61.1 771 881 4fi.1 771 49.0 M 41.1 771 M.9 647 34.3 711 89 28A 771 36.0 621 287 . AQ�787 730 887 83.1 730 66.0 860 64.1 730M24 610 473 730 Me 421 730 46.0 671 37.5 730 41.1 614 316 351 610 27.0 730 319 688 29.7 772 293 691 M R 52 699 62d 589 499 624 619 fibs 42.9 614652 911 621 383 6N 621 353 637 30.0 8af 322 631 821 27.7 619 21.1 621 21.8 609 187 824 221 661 •r�T X 34.7 433 400 28.9 433 221 996 24.0 137790 217 133 Z2/ 386 193 9 20.0 381 17.3 433 182 1J N Q O O TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 � AnchorCepacity Table(Ws) ANCHOR CAP.•,v.., IWbstalia 17103mrde 8.91Cor1. H0108 FOI&I U PTWaO Mdd (DPw)X( )=ANCHORCAP.� BnG Elea MW.A SIG Elco Ur 99 Elco 8108led 912atW a128tel MULLION CAP.,,e•,,,,, AnchorCllpPettems Anc6u11Pe SNGecoUmRm vrE1¢oa619C01r unra n 3+1GEleoUOmem v 0Ua0xmul".m A9grKlelar saea(c6)scram } seretr(06) USE THIS FORMULA TO OBTAIN THE'ANCHOR E 0419718 ) r &v7 t• 2-vr alnr 1• 2-vz V 2.1rrMW z 0.4r 0114- 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Emeednen tau• 1074- taro• lair r 1-v4- t-va• f-v4- t4- r I-w tale � ACTUAL PRESSURE REQUIREMENT FOR THE 2Af7cle•®47G Lam O.C./Sladad or Gp(11171 390 ms mus 456 ms 890 ms 19d4 ma 27102 100 109 74OMS694 et6 ma Ilea 442109 BBO 00 OPENING,WHEN T7 IS LOWER THAN THE MULLION 4 AMM®1.16•Mm O.G I91•rmm(or GRIM Up(Fla 2) 486 ms 710 m WA WA WA 3011 as WA WAWA WA 682109 885 ma 1120 os CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMh=Q3.61m.O.QI(�210ArVela"fa"a3) 700 las 7WU 680[an Imes 1MBma ams 66009 Nal 780 a8asoma I 68264 am to 1120103 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMhX5®0.87'MIfL O.O.I UTAp,mt0.100'Alum.(Eta 4) Nal WA WA WA WA WA WA NIAWA WA WA WA 1267 as CAPACITY WHICH MAY BE USED TO QUALIFY tAnelarl F4Up 01161' 1f -ft 796 ma ??B On 44ame 06 73809 140101 mm9 370103 la7104 332 as Aima 0s 221109 210 As ADDITIONAL ANCHOR OPTIONS FROM THE 2AMMn 1.18'691 O.CIF4Ap 61 240 ms 31084 NIA WA WA Nal 180 me WA WA NIA WA WA 341 44212 SWIts ANCHOR CAPACITY TABLE PRODUCT REVISED as complying wird do F10r1� 1.260' Buildinli Code 140 1(p.p21$.O FIGURE 1: FIGURE 2 Acmptav� TABLE NOTES: �YD- Det.1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFO BPmdneC ON LOADING.SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. /1411111/ 2)LINEAR INTERPOLATION BFMEEffe�1�I..1.CNG=HS����4A��D��4O��RtPE�VW(.3WISTHSISALLOWABLE. - `��I�a�(tYN1V p�7 ,��' FIGURE 3: 3)MULLION AND MULLION CL.IFIR SHOWHOd2EIN04TOIC4.r.J%I)Xk'L DiMFNSIONS SEE �'��•.•'•41!%LNSE •.`� ANGLE SHEETS 21-23.HOLES TO BEQLiRLED IN iHEfllW FOLLOW W6 DWENSI SAL RESTRICTIONS •'•�� i/ BCUP MUST E USED SHOWN ON SHEETS 21-23. RES%gbk SUAGESTED APPROXM 4-a POLE LOCATIONS NO.58705 IN PAIRS. 4)SUBSTRATES:-CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOWAND -..�)•.(/l' uj /� Lu FIGURE 4: FIGURE 5: FIGURE Q GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ' BE PRESSURE-TREATED YERLOW SOUTHERN RINE WITY AN SG OF VS.ALUMINUM SHALL BE ��'•,• s(A OF ?!/� • 6063•T6AND BEA MINIMUM.__,•-ID'F.I THICK STEflLSfJDSTOBE&MIWMtWGWE33ANDHIM ^_� ••C�'•.,/-'(pH51)r;.•',C�` .046'THICK(18 GAUGE)..yrc�C DAL TSO 8 W TF♦)2EADS ALL SEYT4D"E MATERIAL ANCHORS{NTO METAL f J I #10&012 ANCHORS IN1001OOD WY BE ST F�•� •SyOR 410�.�� ••• 1.25•X 3.84•X.624' A LYNNMI R P.E. MULUON FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • TABLE 12A ® k (may MuMon Capacity Table �J) opening Width(for vsrI1w*sPwdnMgM11Dore)orOpailing HelgM(torngmuTons) C 50 in qpm "in BOm gain100m 120ta 140m ISO[a ud Reetan9Wm 11epnYlenB• Itectenptm hep/rdmg. Reolen&8m Trepl0imlp. Re3leag�4B T1�fda0g. ReaWON TIepflden9. RealengWsr TmVnjd M ReOl r Top-111 Re--&w T•Pn'dm18• ReaWPler TreaOlen9. Ili 2x4 28 loafing loadap Leedm LwAng WaMB Lowing LGAW L85ft LasaD• 1.�9 Loedm9 L4'� Load+19 I-oadn9 I.oa•n8 lmdn9 leadnB lnadng 3$f $ EY AluaLTube Mullion q�• § �• � �•r1l, iS �• �• sg- g�• $Q N }�. 88 8 3a• 3 8 d d d8@ Z � m tWA 42 In 170.0 -20 170. 433 170.0 7M 170.0 478 /70.0 eee 170.0 SOB 170.0 qSQ 1740 819 770.0 1118 170.0 821 170.0 1240 170.0 821 170.0 1488 170.0 S21 170.0 1736 INA B21 170.0 1883 170.0 521 � r 48 m 170.0 708 1740 170.0 BSO 170.0 684 Ine 891 tto.0 We 1740 1133 170.0 881 170.0 1278 170.0 877 1740 1417 170.0 eB0 170.0 1700 1740 880 170.0 1983 170.0 880 170.0 170.0 880 ? "� 50.828ta 170.0 747 170.0 5-3 170. 170.0 831 I70A 1018 170.0 884 170.0 1198 I70.o 723 170.0 1946 170.0 747 170.0 1404 170.0 768 170A 1794 170.0 768 170.0 2082 170.0 788 1.1. ?391 170.0 g 0_ fn 61m 170.0 797 170.0 812 170.0 968 0 891 170.0 111- 170.0 784 170.0 1278 170.0 803 176.0 t431 170.0 837 170.0 1894 170-0 85- 170.0 1913 170.0 881 170.0 2231 17U 881 170.0 2.060 1 Bel m OO 80m 170.0 1186 170.0 701 170.0 1083 1740 170.0 1240 170.0 WB 170.0 1417 170.0 944 170.0 1804 170.0 988 170.0 1771 wag 1033 170.0 2128 170.0 1083 170.0 2479 170.0 1003 180.8 170.0 1083 `�' (A 63 m 170.0 030 170.0 MS 170.0 Ilia 170.0 850 1302 170.0 810 I-M0 1488 170.0 1016 170.0 1873 170.0 108 170.0 1880 170.0 1122 170,0 ?731 170.0 1189 168.7 2683 170.0 1171 1 2643 170.0 1171 g aBm 170.0 W4 170.0 788 170.0 1188 170.0 903 tt0.0 170.0 1002 170.0 1888 170.0 I= 170.0 1763 170.0 1166 170.0 1848 170.0 1210 170.0 2338 170.0 1278 181.9 2437 170.0 1 132.0 2437 170.0 1288 2 f/1 72m 170.0 1083 170.0 W8 170.0 1278 170.0 1009 174.0 1488 0 1128 170.0 1700 170.0 1218 170.0 1913 170.0 1318 170.0 2125 like 130 148.0 2184 170.0 1486 124.8 21& 1 1628 1082 2181 170.0 183.0 (� lam 170A 1121 170.0 837 170.0 1348 170.0 1080 170.0 1870 170.0 170.0 1784 MA 1712 188.1 1980 170.0 1421 148.8. 1980 170.0 1608 1238 1880 181.8 1618 108.1 1 181.0 1835 928 1980 1627 1831 � con Z 78m 170.0 1161 170.0 9W 170..0 1301 170.0 1118 170.0 tell 170.0 1250 0 1842 174.0 1388 1827 1881 110.0 1414 137.4 1881 telt 1600 114.8 1881 147.3 1473 98 1881 130.8 1469 80.8 1881 137.8 1481 ..J 90m 170.0 1328 170.0 1144 149.1 1398 1580 1218 IVA I= 13&0 1195 111. 388 121.3 1179 89.4 1398 110.2 1182 88.8 1388 101.0 1147 Tod 1388 89D 11 83.0 1498 82.7 1108 &h8 1388 78D 1098 � = Q 0.3 p 98m 117.4 1228 181.0 1098 122.8 1220 127.0 1078 108.3 1220 1112 1081 02 1 1084 81.8 1229 89.8 1020 73.T 1220 824 1018 -1.4 1729 993 627 /218 BS.O 977 .1&i 1228 621 087 to N � o IOBm 103.6 Wt 10&8 877 88.3 Wt 080 882 7a0 07t 772 849 84.7 Wt B& 87.8 971 81.8 826 01.8 971 89.8 016 43.1 0 798 97.0 W1 44.0 782 321 071 40.8 771 � � 111 m 96.4 919 WA 832 70.8 918 81.9 819 6&1 91g 70.9 See 819 82.8 791 9I9 56.7 Tit 47.7 910 61.8 774 39.7 819 44.1 788 34.1 919 402 742 29D 919 37.1 732 �} X � Y tem 78.8 768 78.8 718 82A 788 84.8 705 619 788 85.8 885 47.2 786 4&1 888 41.9 Be MA 677 47.7 788 40.8 886 lA 788 31D 883 27.0 788 31.0 841 238 788 281 871 d' Vl rn 144 m 43.7 846 442 601 384 840 37A 488 412 618 31.8 481 27.3 818 262 485 24.3 848 478 21.8 618 229 4 182 848 18.8 d84 18.8 618 1721458 13J 618 188 418 Q N Q O 0 Z ANCHOR CAPACITY ADJUSTMENT FORMULA: g 4mp ym,NQ TABLE 128 A6dlorCa d Table ) ANCHORCAP.,,e„„„ Hulas CMU FlIeetaw PTww* Melel (DP)X( )=ANCHOR CAP.,,, -7�-1 9•eDa1e 780menie 36xCalx. MULLIONCAP.,m„a„ 816'Ea V488 Bn6'Elco UC sg 6eo -W Sled a •crem a S(CO GoOBTAIN AnchorCOpPatients brts•IOcelmmem va•Eeoumecm u51eem1 SnsElcou9Wem vd•Ekou A 3alor Bans(O6)Bae•(B61 sew(Go) USE CAPACITY FORMULA TO ORRESPHE•INGTOR Eapaolstmuon) r ztrr r z-1rd 3.118' r 2.112' r 2-112 z 9.1 2• o.4a• 0-81' o-�^' AOPTUALPRESSUIRREREQUI�REMENTFOR IRE ElapUe•L 1371' 1;94' 737d• 1.44' Y 1-Vd• 1-V4' 1- 1-V4' 1.114• I•ttd• 2' 1SlB' 13IB' t0ae9 _THE MULLION 2Anc0ols®alb'18rt O.C./61mUard erOlsol CIp 0'1916 390 Ws 3WWS 45808 890 06 1844 Ws WOOS 280 We Bb 740116 37d 06 aha ma 441 Ws 41296 CAPACITY FROM THE TABLE)OF THE SELECTED 4Arclbrs®2.68'MIxo.C.relmoemlarolea0 (Flg 7404• 74oen 63003 1485 me 1424 M3 -NIA 560 WA WS06 WA 88086 NA �� �sD II20W0 MULLION.I(TWILL YIELD AMINIMUM ANCHOR 6Aatam®t.T1•Mh o.6/smnem8(arCmd)CSp 1716 47 BB60• 75e 5a 19dBWs NIA N/A Be MIA 789f0d NIA WA NM m 196 1880 W0 CAPACITY WHICH MAY BE USED TO QUALIFY 4AMIMOTM2LMCI 9)z<5AMBCW5IM 7eo� OW 9a 1666Ws 1999 W3 0 BmWe NIA 7Boas 74BIn 88008 Imes s92 88606 I'm Its ADDITIONAL ANCHOR OPTIONS FROM THE BAKIIDa 3•Mh0.c. 1 8 Cope/1Rg6$ 117000 Immo 102003 230 Me 2614 Ws 340 WS WA 1140.6 112218 132 WS z ZS 107100 We 168056 ANCHOR CAPACITY TABLE. 3Aabue®1.66•Mm.O.C./U4:PgL a00.125'A3Wl(F1977 NIA IUA NIA WA tUA NW WA NIA tVA N/A !UA 11N NIA W PRODUCT REVISED BARM•®0.84•Yn.O.Q IUi'dp.WW.1�ALm(Fig B)'. NA WA NM t0A NTA WA WA WA WA NIA IW WA WA Be 0.4 empi wtthW fltxi a 2Atxtlms®288'164.O.ClF431p ff1693 370 Ws 370108 316 We 749 We •e NIA 2BD Be NIA 348116 NIA 440 We WA 341 OB 442 Wa Bagdmg Coda 9AacD0ls®1.71'Mh O.G/P431P .1 049 W9 628 We 97806 W9 Mot NIA 967 We NIA 389100 NN WA t0A 811 W9 1,'84 Wa 810 WB Acceplenco NO�fo'O'Zl$.ID3 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTF3tN AND ANCH ALOES AS THE STANDARD CLIP. Bap! °Oda ��) CIRCLED VALUES ARE USF IN THE EXAMPLE ON SHEET 24. r 1 FIGURE 1: FIGURE 2: FIGURE 3: FIOURE 4: 1.26Wr 000• BY Dede PM&CI • • • • • • • TABLE NOTES: 11111 I 1111 Ill • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING TIk4I Uft-%40 TEE:26 FOR INFWRh6kTIOW LOADING.SEE SHEETS 2�FOR ��\ pN(,.:....,M4�'�•,, GENERAL INSTALLATION METHODS. • •R-•• • • • • • FIGURE 6: FIGURE 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS•WD0P:)Prjg4y V4T4 ISgL lwABt • • • •• ••• •• • • • • 4.000' +` Na bti7W .-- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE&JEETS 21-23.HOLES TO BE DRILLED N • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE •D �' • LOCATIONS. [t It! • ••• • Uh, SfAiECF tlj� FIGURE T: FIGURES: FIGURES* FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFdCAVOt`�.jVLLOW Wb�i'ROU11•FILLED CONCRETE BLOCK UNR 'n'•.fiCOR1UF.•'(j 1� 1117 INE WITH AN SG OF 0.55. ,0 • •• • • (FIGURES 58:8) (CMU)3HALL CONFORM TO ASTM G90.WOOD SPIALL PJE PRESSURE-"iREgTED YELLO 2'X 4•X.25•MINIION �•S�JUfv;��. \ MUST BE USED ALUMNUM SHALL BE 6063.76 AND BE A MNI did OF. =K6TBEL TMDS TO BE ArNPI M RADE 33 AND.046'THICK 16 �I`S `t • •• • IN PAILS. GAUGE).STRUCTURAL STEEL TO BE AT LFA6Ts 6' AND A--/0..I.ANCHORS INTO META► EXTEND AT LEAST 3 SCREW A L/YPVf�l1AAItLER,P.E. •• THREADS BEYOND THE MATERIAL#10&#12 ANCHOR INTO WOOIfMAY SL+51EE1-.11166.6.01 470 S.S. FL p.E.#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • FLE mWponCa Tame • � Opeldng Wldgt(tor veto eaiy 887517310 m ick"M)orOpsning Height(torhodaNdAe7-6palming m fl-) C�� 50111 801 70[ 801 90111 7001 1201 +40ln 160111 gila ReelnWer 7teplTdaea. Reelat0da TteprOiap. R•oiagda TMOT0a. RwImpgar Vs#Wa g. Reolmgdu M4171!•19. Reatea9ea Tr�JTdatO. Rallwata Tmwdetg R•d&V to 11017detg.taedtq I•aadn9 toadn0 Loadtq taadttg Loafing Loffing Laedtg Loedrg Loadtq Lwft L*aft Loedtm Leadb9 1.0-ft Loadt9 Loaft gY Alum Tube MuMan 11 fill!va 1111111 11111 11111 1 111 11 1 111 11 1 11 1 11 11 1 11111 11 11 11 1 z 421 1709 1120 17ao 436 1 744 170.0 4M 17&0 gee 17&0 WB 1000 002 178.0 915 1000 1116 17&0 521 170.0 1210 /7&0 677 1000 74W 170.0 671 170.8 1736 170.0 621 vao lea+ t7&o 677 40 N INA 706 170.0 94 Imo 17&0 5114 tmo 925 170.0 530 170-011733 INA bet 17&0 1276 170.0 en t70.o 1417 77&0 egg Imo 1700 170.0 $80 170.0 tees 170.0 880 170.0 2267 170.0 600 W 90.82512 170.0 747 700.0 603 170.0 898 031 1000 7048 170.0 894 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1194 1000 750 170.0 17M 1000 798 170.0 2002 170.0 756 170.0 2361 170.0 LU O 641 170.0 Ta 170.0 812 170.0 666 1000 170.0 1118 IMO 704 170.0 1278 1704 800 1000 144 1000 037 170.0 1604 IMO 839 170.0 1913 1000 861 170.0 2231 170.0 681 170.0 2830 081 m H 80 N iTOA 986 170.0 704 170.0 1083 170.0 797 .0 1710 1000 870 770.0 1417 170.0 044 170-0 1894 t7&0 998 MO 1771 170.0 1033 170.0 7728 +000 1003 170.0 2479 1000 100 170.0 1000 1063 83 N 170.0 030 170.0 748 170.0 7116 170.0 NO 170.0 1000 040 1000 1468 170.0 1015 170.0 1873 +70.0 1078 170.0 19311 1000 1122 170.0 MI 3000 1189 170.0 2603 170.) 1171 0 2978 170.0 1171 �S 8844 1000 974 170.0 789 170.0 1189 170.0 90.1 170.0 1381 4002 1000 16% 1000 1088 170.0 1783 170.0 1165 170.0 1948 170.0 1210 Imo 2338 17DA 1278 170.0 2727 1000 1000 3117 3000 7208 Z 721 170.0 tOai 17&0 578 770.0 7278 170.0 1009 170.0 1408 1 129 170.0 1700 170.0 1228 1000 1013 1704 1318 170.0 2125 170.0 1387 170.0 250 1000 1489 170.0 2976 .0 1528 170.0 340D 1000 1830 W e 751 170.0 +127 3000 937 1000 J30 170.0 108) 3000 1870 170.0 1 000 7794 17&0 +922 17&0 2018 170.0 1421 17&0 724 Imo 15M 170.0 21192 17U 1828 170.0 170A 1884 imo 3889 170,0 17W Tel. 170.0 list 170.0 897 1000 +387 1000 1118 17&0 7811 170.0 1260 1 1812 Imo 7389 imo 2072 170.0 1474 170.0 2302 17&0 1688 170.0 7783 nao 1700 3223 1000 tm 170.0 3963 170.0 7769 _ r got 17&0 1378 1000 1144 170.0 1694 17&0 13M 1000 W59 170.0 1408 170.0 1000 1053 170.0 2391 170..0 1793 170.0 2688 170.0 1916 170.0 Slee 1 150.0 303 170.0 2213 138.6 3413 170.0 23M 9844 7000 1417 1000 1232 170.0 1700 1000 14% 1000 19&7 17&0 1674 1000 2287 7 1794 Imo 7080 17&0 1962 17&0 2833 IM0 2096 180.0 3199 2330 137.1 3199 'Me 2470 120.0 3199 19&1 2425 � to 108 N 170.0 1594 1000 +409 170.0 1913 170.0 1847 1000 2231 170.0 1670 170.0 2M 170.0 184.8 7781 170.0 2271 146.3 2781 101.0 2333 123.8 140.1 7281 108.9 2781 tffi9 2234 92.7 2761 IW O 2190 qk ill[ 170.0 1835 Ra 7184 170.0 10M 170.0 1700 1000 2293 1000 1232 17U 2921 1000 2140 2832 182.3 ?248 136.0 TB32 144 2218 2632 17&4 2188 874 2832 118.1 2128 8&4 28 109,3 2098 X Y 120In 170.0 7771 17&0 1888 170.0 2128 170.0 1869 154A 2262 169.8 +991 136.1 2262 741.4 1984 170.1 1272 1838 198.1 2282 i1&1 90.1 2282 894 1872 712 7182 86.0 1836 87.8 7162 81.1 1808 F�• x to to 144[ 728,1 1594 170.8 7449 tOW 1884 100.1 1426 80.4 1881 81.6 1407 782 1681 8&T 1380 89.6 1584 7373 BLB 1584 1358 627 1801 96.0 1330 K7 1881 402 1305 39.1 1661 44.4 N Z, N 0 a TABLE 130 ANCHOR CAPACITY ADJUSTMENT FORMULA: Ant her Ca I Table 1 �w eumuate: 278Ca176tete 3.68cato. FbOeerCMu FxedC481 PTWD0d Mewl (DR_)X(ANCHORCAP.,e�,,,\oANCHORCAP.- -3 811W Eke u4.8 6It8'Hoo W SS Hao 910 Slee #t2 steel 912 Slee! MULLION CAP.,,®„„/ AROhorC6p PaCemt A+•twrW 311V Hao 700.50.0.1 W Eteo WMw 191,10011 311W Hca 19baem 144• i man A lOt ao•t AoreGal« 60.5.01(OB)SoteW(G9) eatax(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Worm(Inti r 2.Vr 1• 2.172• 340 1- 2.1w 2drr 7 7 0.411• UC 0.324• CAPACITYREQUIRED•CORRESPONDINGTOAN Embedmem M 10.14• t-314• 1-344• +0.74• 7 1-114• t-tl4• t-im t-tH• 14M• 1-t r tats• 10.70• hake ACTUAL PRESSURE REQUIREMENT FOR THE 2A1bh•A®4.76'M[•0.411S18ndetd 0.1065 C8p gyp.16$ 3900,8 390 me 450me 11903.0 18449. Me 364me Miles 374 m. 3e mA 3e7� lbs Soo mA OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AmhmIII 4A8'MN.as l9laderd(aroam COp(Fq.3k 780 be 7800. woma 1760100 323210. 540It. eBO a. 708b. 14M g. 74 me 1272 m. a2me 8&50.. tin CAPACITY(FROM THE TABLE)OF THE SELECTED a Moan®1.74 Mb.QC191endad(«0688 COP n.4k 1180 We 14W On /010 me 2895Ih3 WA 0401he WA WBS me WA WA WA 1381 Me 17W8. 224000. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Ant!&sQ 'MhO.CJ(2)2e5AMUC91181 .Bk Mon 7800. 6800. 15B06t 1088•• M 51106.0 WA 780 ft 746 me 6110 the IWA teA mme imOn CAPACITY WHICH MAY BE USED TO QUALIFY SAW= A«3tae a 7 a6t O.0 I(q 235.0101 Ospe J(F78.o W00 3A /880 p• 1380 ma 31200. 37 +08060. 1120 M WA 162036 1406 be 17603. 1 1770 On 2240 to ADDITIONAL ANCHOR OPTIONS FROM THE 12AW=4iA'Mm O.0 7 M2e8Ao0b C8pe/(Flg.7k 18W tl. 2100110. 1440 be 3780 mA A WA 13209. WA Isom!, WA WA2DO me 3380). ANCHOR CAPACITY TABLE. PRPAUCf RBVIS® 4 And-®114.5517.as J t4Wp,ado.t25•Alum.(Fq.61 WA WA WA W WA wA WA WA WA WA 717A WA 1430 me o9 cemply7na w17a 7dO FfOrfti B Atdm40.84'L9n.O.CIUCIIP.Lda.1Fi'ALen.(Hg.9k WA WA WA A WA NTA WA WA WA WA WA 4401 28819. h---2.OW'�i Duildlag Cada)fp-o�l$•O 2Atmhae law f--Clp!Ftp.tOk 300 Bm 3so3e 190 0900. 1818 me 270 Oq 2801M 384 FA 740.8. 374 me44265 680thAcmPttouo4AW.m 1.71•tAo.O.C!F (S.11k me 700be + WA WA 470. WA -1113 WA NTA987 mA 6864be 31 250• NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATT ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: B . Miam Fmduct FIGURE 1: FIGURE 2: FIGURE 3: FIG 4: FIGURE 8: FIGURES:FIGURE 1O: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FO FORMATION ON \t 7 1 t I t 1 J 7 • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. V:.....nl/(� lei: 2)LINEAR MORPOLATIOlBER�/2ENMU:LEMGTVSAND/OROPENING WIDTHS IS LE �`•�:''��GkNSr '••••P • • •• 3)MULLION AND�1I1LLI131CCLI�jS O`�•1,,'�+E TO 3(M1LE.FOR EXACT DIMENSIONS, BMW SEES `�1: 140.59.105 Y • • • • • • •• • • 21-23.HOLElt Tb BE ORIIiED IA`TIE FlF�D FtO�/IN�7[)I(AEN310NAL RESTRICTIONS SHOWN O _ n ��,, - FIGURE& FltiIIRE 8: FIGURE7: SHEETS 21-23.FIGURES SHOW SUGGESTED, XI HOLE LOCATIONS. O:•1%l• e'! �3 ANGLE N D b • • • • • • • • CIDP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI�1 SPECIFICATIONS.HOLLOWAND GROUT-FILLED ?�•'• y1-ATG OF (FIGURES CONCRETE%LOGt(�.I�IIT(CMU) HALL CQNFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED .0• .,F!OR+t1?:• (`;i.` • • • • • • • • 6-7) YELLOW SOWTHE90 PINE Wr&H- 4 SQ QF 0.65.ALM NUM SPALL BE 8083.76 AND SE A MINIMUM OF.12E ;�p1 ••• •' ����` Mt1S78E THICK STEf>lSTWS70BEAMI M GAADE33 d. CK(18OAUGE).STRUCTURALSTEFI TO .��?/()r�J\\,+`�� • • • • • • • • PAIRUSES. BEAT LEAST.126•tHIewwoma ALL ANCH(vis JgOO ODI EXTEND AT LEAST 3 SCREW 2•x 61 x.2S A.L111�1V'NfILL�R.P.E. THREAf��gYONd1R1E MATL•RIML#10&#12 ANCHORSIWWNN�N���jjjO00000 On MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P•E.#68706 • • ••• ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14A M9NonCapacity TWO Ills OpenlnoNSdth((0r%wUca*paA1t nn8lons)oropenlagHeight(torh6dzolaaltspvmngrmaorls) w WN 60th 70th BON 9oln 1006, 120th 140th 160 In (Q O Ra41•gtdar Trep7iiang. Reows- T9FfFdmq. ReatanpA. TratYfAeng. R441ar19,48t Trep?4mp. ReotmWdm Tre7YrAenC ReW®btuier Tre7/raarR. RaalerRl4er Th&1748n8- R4CI811AWar TreyrrNn9 R6olarWlat 7re170en8 . d$ LoMr9 Laa4N9 Load acad66 Loaev Loamy Loasv L682na Uaft Loaraq Loaft lnadlt• t xcm Pyo: 128"x2.11" Loa46• Loa®t• Loadrg LoadN9 L°amn9 0 x.1W Alum r D Mabfail, I 11 g h I I a I I v0 to 42N 1442 826 107.01428 628 148.8 418 103.0 828 130.8 414 80.1 9d7 134.8 411 80.1 623 1341 411 721 829 134.1 411 Bat 62B 1341 411 81.8 8.78 134.1 411 431 b28 1311 411 UJ 48th Me 403 1030 333 Bab 947 328 We 403 834 Me M4 403 GM 317 687 403 Tal Me 433 403 Tae 314 40.3 403 Me 314 34.6 403 738 314 30.2 403 Me 314 :3 W N 50.8.18N 823 3172 91.0 301 88.8 362 3 294 88.8 362 71.9 289 51.6 382 W.2 28B 437 3W 848 284 41.2 382 838 283 343 362 63.6 283 28.4 362 938 283 237 382 283 W 84th W.8 318 741 1W 88V-2 1 486 316 57.7 288 424 Me 630 253 37.1 318 Baa 280 339 318 48.5 249 28.3 318 4al 248 242 318 48.1 248 21.2 49.1 248 BO In 4a8 208 83.1 2t8 4L 214 3 Me 40.7 210 30.9 2% 37.2 W 27.6 258 349 204 247 268 334 203 20.8 258 322 201 17.7 268 322 261 �8 �.2 �163N 427 234 45.6 200 331 196 30. 34.7 182 28.7 234 31.6 169 23.7 234 25.4 188 2L4 234 28.0 184 17.8 234 238 183 733 ZN 28.8 134 234 28.6 183BBN 373 213 3a4 183 31. 7 179 236 213 B 176 232 253 27.0 173 20.8 213 28.1 170 tae 213 237 168 136 2M13 22.2 187 13.3 213 0 168 11.8 213 220 18BZ72In 28.8 178 30.1 168 238 162 20.4 178 2-2 140 17.9 170 20.3 147 189 179 18T146 243 101 2M4140 208 1371 132 181 17.0 13378th 228 162 23.8 133 18B 131 tfil 152 17.6 728 N ANCHOR CAPACITY ADJUSTMENT FORMULA: N o TABLE IAB �p AtichorC�1 116b(619) ANCHOR CAP.,,o,,,,, �' X 3 0 6iD163to 2.7k C•xlete 3.&care. Ro9o9cRU cmu PT Wocd MMA (DPS,)X( )=ANCHOR CAP.,® 1A r NE119 1!4'38Eko Bn6' 1l4.98E6A 9108ted 91MUWONCAP.,,",,,,, NMchorCUPP9ltem9 ArslnrlYPa 9.1a`el[oUmetattr4•eteo UOmaan3/18'FJeo trd•Eko l6lruan Armor on AgWeGdW serer(GB) 1".(9tg eclat(1187 USE THIS FORMULA TO OBTAIN THEANCHOR NEO2e0.1erceMl r 2.12• r :Gilt r 2-7(! t• 2-Ye• r 3•ba r a4a' ob1• 6.�4' CAPACITY REODU3ED°CORRESPONDWO 70 AN fA (A1-&4' 1414• 1414' ITrt-tl4• 1-v4• r t-1r4• 1•Ir'r r 14ra• 148• retiaACTUAL PRESSURE REQUIREMENT FOR THEUO O4A0n=@ 18n.aC.rCd) g780104 780 t* 680mB 1 -- be mt MOt04 wA 780ma 748ma moms Bn 68203 mm 1430b OPENING,WHEN IT IS LOWER OF THE SELECTED Qd CAPACITY(FROM THE TABLE)OF THE SFIECTED 2_ %� MULLION.R WILL YIELD A MINIMUM ANCHOR �m� CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE LE NOTES 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFO ON ON LOADING. 1288°-� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I as cbpCf REVISED as complying tvldl b F711r1A4 2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Building 1e da FIGURE I: Bxpiraaim QOZ� F3)MULLION AND MU WON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21- HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118° 13 I7ad9 _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST USED IN PAM. .126' 1/1111111 4)SUBSTRATES:CONCRETE SHALL CONFORM�ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFQ O VPOOD SHALL8)E WESSINW-TREATED YELLOW SOUTHERN PINE WITH AN 3G OF 01,ALUMINU S E SAND QE AMW IMUM OF.126' ` THICK STEEL STUDS TO BEA MINIMUM GRADG33 AN4Q05' (1UGTURAL STEEL TO BE AT 1.28•X 2.11• MULLION LEAST.125'THICK AND AX ALL ANCHORS INTOMETAL%HAL& IU AMRVIV. MRLON.THREADS BEYOND (INTEGRAL FIN ON) =-,: elo,58705 _ THE MATERIAL.#10$#12 ANCHORS INTO WOAD MAT BECTEE(#We S.� •• _ _ tiT�•."`` � 8116 `"' r L1J : , stHT�Of �f: • • • • • • • •• • • A.1 YNUWMI$La P.E. • •• • • • •••• • t FL P.E.#58705 ••• • • ••• • ••• • • • • ••• • t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE15A MW11cn Capsoltv Table OpeningWltlth(for-4108*8132 MrGm11)i m)orOpwmBHelpht(farhmh-t*$pmTir9mL&-) q501n BON 701. BON 901n 1001. 1201. 1401. 1801.T RB MWW •O*PMS iB• R%knedw Traordaw IiecwQ" Tmomts - Re riff Trepmsg. Ree1st819s 4eNiBm9. Reclenpi• TrepTdM9. necfen40er TrLWlDertB- Reeleegrls T Loa tp. Rea aft rep77deep. e3 Eel 3Z8'90 Ine�nO 1ea40B tma0p teedn9 Loe6rro 18eAng toadng t-oaAm lne•r9 Wedne Lond+ie l.oadne ldedrq tnede9 LaedeB Losdne lnedrq erg Fes' DA 1U� � E � � a afill, fill, I 11 1 1a 11 fill I N 6 m o 42 N 170.0 620 170.0 170.0 744 170.0 478 170.0 BBB tt0.0 608 170.0 1182 170.0 819 1740 1118 170.0 521 170.0 1240 170.0 621 17MO 1488 170.0 621 170.0 1736 170.0 621 149.1 1716 170.0 621 J lU 0 N 170.0 708 170.0 824 1 880 170.0 884 170.0 BB2 1740 830 170.0 1133 170.0 861 1740 1276 170.0 871 170.0 1417 170.0 Be0 18x2 1672 1740 880 130.8 1622 170.0 BBO 1742 1822 170.0 BQO a. 646281. 170.0 747 170.0 883 170.0 70A 831 170.0 100 170.0 684 170.0 1195 170.0 723 1740 1315 170.0 747 1642 1443 1700 788 138.8 1443 170.0 788 117.3 1413 170.0 788 1028 1443 170.0 11.1 Q &h 17Qo 7W 1740 612 170.0 BBB 170 170.0 1110 170.0 701 170.0 1278 17'0.0 803 180.4 1363 170.0 837 144.3 1365 170.0 BBB 120.3 1363 170.0 e81 103.1 1383 1740 881 902 1383 861 J BON tt0A 888 1740 701 170.0 1083 170.0 Tel A 1218 170.0 078 148.1 1248 1740 91. 128.8 1218 10.8 838 118.0 4218 18x.1 82! 87.4 1218 10.1 813 833 1218 1441 913 73.1 8 1441 813 J 831. 170.0 410 170.0 70 1740 1118 170.0 660 1502 60 188.8 035 134.0 1180 iD10 814 1148 1180 141.0 898 100.1 1100 134.2 888 BT9 1160 126.7 871 76.1 1180 1282 870 7 1180 126.2 870 Z r4 m 881. 770.0 874 1740 788 112.4 1018 160.8 881H.. 1001 11 BB4 14.3 1018 459.1 BSO 101.8 1018 123.4 838 61.4 1048 1148 830 782 1040 500.4 921 80.5 100 108 618 87.1 1048 1042 818 J 721. 1408 880 147.9 784 117.4 BBO 126.0 70 880 110.8 88.0 880 100.0 772 782 880 IRS 712 70.4 880 882 703 B&7 880 782 693 603 748 BBB 44A 880 78.4 888 � � Z 781. 1147 790 126.1 680 88.8 780 1044 WB790 93.3 683 790 839 862 88.0 780 789 BW 699 780 71.7 836 489 780 84.1 824 780 821 819 37.4 780 61.6 817aQ-- 781. 110.8 780 116.6 887 BLS 780 88.1 844 741 T: 44..88 632 892 71.1 W 81.6 780 70.8 612 68.4 789 65.7 808 462 760 89.4 38.8 780 882 888 343 760 44.8 808 Q = C 801. 721 683 74A 600 841 683 828 181 013 IBS 441 663 9 478 441 ;W57 44.4 488 38.1 683 40.9 482 30.0 689 462 �.8 6W 35.3 40 x28 683 31.8 442 m G 961. W.4 484 81.1 443 448 496 61.4 436 424 427 521 496 348 35.0 3&1 H6 28.7 496 332 409 243 29.1 400 212 486x6.0tOBN 41.7 381 42.8 30 34.8 391 36.8 348 20.6 312 x41 391 27.8 337 249 333 248 381 7Le 328 391 19.7 S71 149 391 173 318Lu till, 344 370 30.2 33S 37.0 370 310 330 273 370 28A 3ffi 24.0 370 28.3 320 21.4 729 316 112 370 20.8 140 370 1&1 303 [oJ y 1201. 30.4 317 3D.9 288 �3 317 20.0 281 21.7 317 228 280 19.0 917 . .9 x73 Q M Q Q 144 N 17.8 720 Me 20S TA9LE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: MahorCe Tubb ANCHOR '^^*®° ANCHOR CAP.,, BubeOata 2.7k C=de 3.50.o50e. cMu Filed GNII FMbod Maud (DP)X MULLION _ srta'PJeO 1/4.88 Eto 174•BBEIcs 010810e1 e128wd 012MW Aecler lypa 3/19 Elco IAOatron 1r4'Elco Udrffim l9aaoan 3178'Eke IAUacon 'Eko Nee4an =-6 ApOteOetar Bmsi(05)80 a los) earew(061 115E THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Cop Patteme Edge galanee(1.k 1• I zatr r 2.1/6 3.11x• f^ 2• r x-1rC r 3.118• r 0.48 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING T O AN ErrlterYnenl(1.k taro• taa• fa/4• 1-30.• r 1•v4' •1H' t-v4• t-11.• 141, 1-w• tare' 1.38• •dee ACTUAL PRESSURE REQUIREMENT FOR THE 2Atw1els®4'1.04 O.Q I[2,215 /(FI➢•1k 3901.4 390Ibs 4509w 690 we 1700 0.e 270 leo WB 3S1 40 w0. 37 Abs 110 Ws 848 me 1®s 44x Iea 880 Ae OPENING.WHEN IT 13 LOWER THAN THE MULLION 4 Ardlae® IELD A MINIMUM ANCHOR 15'446.o.0.r lxl x46 Aapia r(Flo.2k 760 QB 780 f� 790 Be taro n0. 762s Qta ea Seo IM WA 1120160. 74e Qe ON roe 1881lee 6851ee 1t2e roe CAPACITY(FROM THE TABLE)OF THE SELECTED BAtloOas®271080.0.4 r%01-00 cbs(fFl9 3L 1120 m 1120 Bn ase me 2248 roe x734 NA 640100 WA 100109 NfA 13x0 bs WA 1072 ere 13x7 Oe 1890 Qts CAPACITY WHICHMULLION.IT YMAY BE USED O QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. w�d���th�Fla FIGURE 1: TAI Bdldal8 Cada ACe6pleacO No16^02(8 X3,olI21 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. bel m Date SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY DmbPmt9 du 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 11)11 1 I I(1 FIGURE 2: •• 000 • a?-' •• .125' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.AOR EXACT DIMEIIS1418.$ 1- HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SNOYUN 4DN SiE S 4 -2 3D. ��V•';,�GEt9Sr•••-'•� �% • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.• •• • • • • ••• • _ :� ``• • • • • • • • • 3.250' 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301SPECIFlCATIERHOLLMANdGROVt-FLED• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 3 ( • e• • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BE A MW4MUM OF.12V :_y Ig�t,( �J THICK.STEEL STUDS TO BE A MINIMUM RS INTO 33 AND.045'T�i��B GAUGE STRUCTURAL STEEL TO BE AT 3p•BAY _1. 1.07E LEA3T.12b'THICK AND A36.ALL ANCHORS INTO METALS Q AT SCREe4 THREADS#EYOND• M(A.LION THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BES 1 S.S.0R4 S. . • • : �. •.FIORtOP:•'��C;i:� ANGLE CLIP(FIGURES 1-3)MUST BE USED N PAIRS. • •• • • • • • • A.LllIVN MIL'L1EtR,P.E. ••• • • ••• ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 16A � MuMonCapacity Table ObsM OpludngWldtl1(fortera sPe'*itomtmotre)orOpenIng Height(torrodawieBgapamirgmWore) 60 N 8o N 7013 W In OD In too In 120 In 14013 ISD In fi O Reetefi•der 7teAWW. hep/l'da1t. Itectmlguler Tre7/Tdanp• RecmFinar 7tePR* Itww Aw Tmrmm�g. ReotweAu Ttalf11den9. Rental WAw Ttaoliden Raa�ft T4nvmg. Reatmo& Tmmda19. p a 3.26"46 Loa•a8 Loaft LoadnO Loedne L0eAN9 IeatiD L•mft t=ft L*M*V Loadn9 Laaft Laatq Loat19 Lea" Leah Lou" Last® Laada9 6Y BAY MULL � �' � � � � � � ��' � � � � � � �'• � �'• �_ N m V' O 4213 170.0 620 1ma 438 i70.o 744 i70.0 478 170.0 888 nao 508 170.0 802 I7oo 519 uao 1118 1700 91 170.0 2w 7ma 521 tmo 1468 I7ao set 170.0 +735 170.0 521 160.3 +871 17&0 821 4813 170.01 708 10.0 1 624 170.0 860 I= 584 1170.0 tae 17a0 I Bao 1170.0 1133 170.01 661 1170.0 1278 170.0 677 100.0 1417 170.0 B80 103.7 1837 1 nao Seo 140.3 1837 170.0 00 1 1728 1837 170.0 SBO co W.845N 170,01 747 170.0 I 883 170.0 a88 17&0 831 17&0 1018 170.01 884 1 1m0 1105 170.01 723 1170.0 ISIS 17aO 747 1170.0 1484 1170.0 788 147.1 1582 17M0 788 128.1 1852 170.0 758 110.4 15M 170.0 788 LU a a R 54 in 170.0 787 170.01 812 170.0 W 11&0 89I 17oA 1118 Imo 1 784 170.0 1276 170.01 80.1 117&0 1434 170.0 937 1652 1485 JIM 858 12&3 1454 1X0 861 110.8 14SS 177&0 581 07.0 1455 170.0 861 m c ~ 40 J BON 1X0 685 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 878 157.1 1309 im0 841 138.7 1308 170.0 880 126.7 1308 183.6 884 104.8 1300 167.1 982 899 1309 151.1 8ffi 789 1308 187.1 B82 6313 170.0 9JO 1m0 745 170.0 ills 170.0 182.9 1247 1m0 NO 1429 1247 184.8 083 2&7 247 1828 989 114.0 1247 144.3 862 830 247 1382 838 81.4 1217 1317 938 71.3 247 1317 038 W 2 8813 1X0 974 170.0 789 170.0 ilea 170.0 BOJ 148.4 1100 183.7 066 12&O 1190 147.9 018 1184 1180 13&6 928 103.9 1100 1284 814 888 1180 1109 686 742 1190 118.E 503 &9 /18D 118.1 8B3 Z 7210 161.0 1010 188.8 677 131.7 1010 iM.B BSB 1 1010 272 842 101.0 1010 114.7 828 889 1010 105A 617 SU 1010 989 807 W.3 1010 00.8 708 87.7 1010 879 780 M-a 1010 07.7 788 Z 7813 137.4 BOB 143.8 781 114.5 908 1220 775 S&1 107.1 781 8&e 908 002 748 78.3 806 882 738 60.7 908 823 729 87.3 M 74.7 716 49.1 BOB 712 710 as 909 709 708 7813 27.1 881 132.0 784 1059 881 112.5 738 80.8 881 725 17&4 881 S&S 713 70.8 881 1 81-01 703 e1e 881 7&4 894 630 881 88.1 881 454 881 64.8 675 3&7 881 1175 F'• � � � � BON 827 818 89.4 874 88.9 M8 721 861 6&t 818 629 81.7 816 S&t 648 4a.0 818 809 537 41A 60 47.0 SM 349 BIB 419 519 20.8 818 3&2 Bit 26.9 36.8 807 4Q 0813 88.2 588 7&1 We 5&8 Us 88.1 489 4&7 $68 81.4 491 42 45.8 463 379 888 MA 478 34.1 588 38.1 470 28A 588 33.4 459 24.3 588 Sas 1.3 568 28.7 447 � IWIJ� 1 13 47.B 449 489 406 39.9 449 112 309 34.2 449 35.7 393 29.9 448 7 387 28A 449 2&6 382 23.8 M8 2&1 377 20.0 449 227 385 17.1 MB 381 1&0 449 18.9 356 � Ve 11113 H.1 425 45.0 388 38.8 428 37.0 378 31.8 418 328 373 279 428 2&1 249 428 2S2 302 221 428 24.0 359 18.{ 425 20.7 339 1&8 1&8 343 111 N N 12013 34.8 384 339 331 29.1 364 20.8 328 24.8 364 28.8 321 21.8 384 228 317 3% 105 313 17.5 354 1&7 309 U Q O l7 144117 202 283 20A 233 1&e 17.1 230 �•�`n TABLE 18B ANCHOR CAPACITY ADJUSTMENT FORMULA: •� An orCapacltvTable a ANCHORCAP.,,o,,..•- ea5atrele: 27k Omide &5L Ova. liorawcmu M Pr 113000 J4emt (DP„�)X( )=ANCHOR CAP.® 6116•Ebo 114• 5718•Q u1'88 Elco Oto Steel 012 Steel 82 Sten MUWON CAP.,,,,,,,° AnohorCSp Paltems A°"Q 3170 E oo t9traaan ua Boo tteraoan Waeaon 3116•EW Ulb-M V4•Ebo Untmon A9•aMtal somm(05)$m (O5) same(O5) USE THIS FORMULA TO OBTAIN THE*ANCHOR CAPACITY REQUIRED'CORRESPONDING TO AN Edge Mom ft r 2-1#r2-1#rI• 2.tJP 3-IW 1• 2-VS 1. 2•i/C r s• r 0.48• 0.54• 0.326' EntOedmedtNk 1.3x• 1-&4* 1-3x• 1-3t4' r 1-11r t-IM 1-u4• Nlly t- 1-v4• r 13ra' 13.8' WIN ACTUAL PRESSURE REQUIREMENT FOR THE 2Anotare 406'.0917 O.C.7(711a8Atgle C5pa70.tp.tk MMS 390 Na 000 Es 590 ma 1700m3 270 Bu 2801hs 354•e 740 ma 74 720103 341.4 442m3 5600• OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amb.m®SP can o G/M 215Afgte CBp3I(Fly 2k 760 ms 780 ma 780 Bfa 1870 m3 2n2513s 5W ma neo ms wA tt 740 ma No let 1892 mt ma anima 1120 m3 CAPACITY(FROM THE TABLE)OF THE SELECTED LL YIELD A MINIMUM ANCHOR SAwhmQ2.71.64n O.C./(2)2t6Arele 79p9/(FI9.3k +12003 7120 ma 95H Oq 2148 mt 2281 ma WA 840 ma wA 9m3 WA 1320m7 WA 1012 1321.3 1880 ma CAPACITY WHIMULLION.IT ICH MAY RE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complyin6 wish ma FI8414b1 FIGURE 1: Haildmg Cade TABLE NOTES: AcnywanW No 1(o�0'Z1S21 1)SEE SHEET 1 FOR INSTRU ONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Ea (on Date SEE SHEETS 2-4 FOR G RAL INSTALLATION METHODS. By FIGURE 2: �� \ 2)LINEAR 14T ON BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. hodtt� •• ••• • ,{thy.,' 3j M AND MULLION CLIPS SHOWN ARE NOT TO SCALE POR EXACT C>i�AEti<SIt�18,�� �84� •• 'Ca pw H TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONACRESTRICTI(41N3 8NDWN pN 2� .125' 45° '•.•"""'••.;�c, GORES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • • • • 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECI�CATIUITS�HOLLdW AND�ROLN-FILLET!• 3.250• Nc7.T>F`•TO` -_ FIGURE 3: CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO ASTM C-W.WOOD SHALL BE PRE33URE•TRFJITE • ' -_ YELLOW SOUTHERN PINE WITH AN Sfl OF 0.65.ALUMINUM SHALL BE�83•T5 AND BE A MINIMUM OF.11 25' • • • • THICK CK STSTUDS TO BE A MINIMUM GRADE 33 AND.045 T (8 GAUGEj.STRUCTURAL.STEED.TO BE AT ._O';"`• (� tL 1 I l LEAST.120'THICK AND A38.ALL ANCHORS INTO METALS S �AT LFAS1.3 SCREM THREADS BEYOND• 45°BAY 1�l Ml1LUON STAI L•Or THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE 3T 1 .S.OR 4f S.�. • • • • %��`�• F'1.OR\D�:•'-�Cg ANGLE CLP(FIGURES 1-3)MUST BE USED IN PAIRS. i•• i• •e t i•• ••i t•• A.�LYNN,)AI�LER;Y.E. FL P.E.#58705 • • • • • • • • • • H1.000`-I 1--12�'-•, �y -� 1.000` 1.000' r+ iA}f �I o eil � --i 1.000' 1-- 125 '(- .126' 2.750• .12G a126" .126• alae• d 2.750• .125• .125' .125 N 2.000• 2.000• 2.1,6' ca }}... 7 .285' .125 Q) W .125" L .376• 376• .500' p F T .800' I w ,'X2'X.128'MULLION V X 2'X.375 MULLION 1"X 2.75'X.376'MULUON 1'X 2.76'X.860'MULLION 1'X3.125'X.6"MULUON 125'X3.188'X285 ON 1.26'X 2.11'X.126'MULLION Z 6063-T8 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. SW3•T6 ALUM. 8083-T6 ALUM. 8083.78 BN3•T8 ALUM. Q pL 0 XSECTION XSECTION XSECTION XSECTION X-SECTION X N XSECTION m U) 0 0 '}"I�--.126' •N{�.12b• �-I r.,26' g N 11 TABLE A z W 1 DARD CLIP I 2X5 ANGLE Dimension Valuepn) For Mullion: Z 6 ALUM. ILOW 2126' U•CLIP 2-000' XSECTION A 1.626 1'X2'X.125' 0. Z J r •� I 8083.76 ALUM. .126' B 2.6M C 0.896 Aluminum Q N p .125' X-SECTION Tube Mu18sn 126• D 0.740 N A 1.125 Z o � .74 B 2404 1'X2'X.376° l 11 O 2 J 6.500•-- AlumWn J N CUTHERETO .375` 5.060` C 0.835 Ribs Mullion U 2 Q .375_ x1251_CREATE F-CLIP,SEE MIN. {{ �- .375•NBN, If D 0.490 Q ,� 0 O MIN. r DETAILF,SHEET 4 -1. A 1.876 .335°MIN. r------- r-------i --------------------- B x000 1'%276"X �as 8063•TBLIP A A I I------- L._ -----� ----- ---' 2X6 ANGLE CLIP C 0.757 .375AItsNnum TO 6083-T8 ALUM. D 1.118 Tube MuWon TOPVIEW - STANDARD CLIP CEP F ANCHOR HOLE MUST LIE WITHIN THE E .460 Min. 6083-TS ALUM. DASHED DARY.SEE SHEETS 5.17 FOR THE A 1-312 CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF OR ANCHOR O.C. CE.MAXIMUM ANCHOR 1°X 2.76'X WITHIN THE DASHED BOUNDARY.SEE HOLE MU HOLE DIAMETER: DIAMETER i 1118'. B 3.000 .650' SHEETS 5.17 FOR THE ANCHOR O.C. �T DASHED DISTANCE MAXIMUM ANCHOR HOLE ARY.SEE C 0.478 Aluminum DIAMETER:ANCHOR DIAMETER•1118'. TS 6.17 FOR THE D 0.835 Tube Mullion ANCHOR O.C. TABLE B DISTANCE MAXIMUM POT Pert# A 2.000 1'X&125 X BRODUCT REVISED ANCHOR HOLE Mull Dimension(sheet#) B 2.637 .600 Alum em�WY �+a -5•`5 DIAMETER:ANCHOR Mullion Std.Clip OBeetCllp U-CIIp Angle C C 0.883 Building Code .375 MW DIAMETER*,118'. Tubs Accaptavee Tlo MW. 1°X2°X.126(6) 68806 688113M W81118M 866243M 6MB11M D 1.137 pi,eti Date ---------------- _i 1°X2°X.37W(0) 656006 880114M ON1119M 686244M 668512M A 2.825 Dy 1°X2 76°X.375°(7) 88807 688115M OW1120M 658246M 666513M B 2 X 265,�� M Dade Fmfi a B 1•X2.71V.65t? 88808• 689116M 606121M MU46M 668514M C 0.882 Tube Mull \ 0; «{ 1.609' 1.000• 74 6' • A .06r •386" .082' � •�-••� .126' --IF�-.126' 082" I Iffi .438' 4.000' .125'STANDARDCLIP 8Y z 4.009` 4.000° 2,g�• 2.OW' 6083-TO ALUM. I 2.126' 2 2X6 ANGLE CLIP .125' 1 X-SECTION I 6003•TBALUM. 6063-TS ALUTION• .126' N .125' XSECTION X-SE $ m .126' .126' Z N .031 .125'7 Q CENTER OF ANC OLE MUST LIE WITHIN THE _ .125 DASHED ARY.SEE SHEETS 6.20 FORTHE 375' '1 � .376' OR O.C.DISTANCE MAXIMUM ANCHOR 2 w y '7 -T -T HOLE DIAMETER.ANCHOR DIAMETER a 1H('. W N p OF VX4'X.12V L 1X4'X.376' 1•XrX.370" 03 Z C�1 MULLION MULLION 'r-MULLION CUr HERETO • 375' Q 10 9063-T6 ALUM. 6003-TO ALUM. 8063.76 ALUM. .376' 3.125'.--.{_CREATE F-CLIP.SEE .378' M W. N X-SECTION XSECTION X-SECTION MIN j DETAIL,SHEET4 1 z g 1.260' r--------i 1 r--------1 .376' CENTFROF r--------- -----------i .375' 2 a I 1 1 1 ANCHOR HOLE j I MIN. = Q 1 1.260' TMUST LIE WITHIN HE DASHED r 1 i i F BOUNDARY.SFE I SHEETS 5-20 FOR 2.876' I 1 I I THE ANCHOR O.C. 3.94' I I t 1 i F I DISTANCE. i Z� C `- 1 1 1 I MAXIMUM 1 I H Q I I I I ANCHOR HOLE I I ,J Y 3 3.230' 3.250" I I I t I 1 DIAMETER. j I I-- J ca ca.100' Aw .100' �. -_---__A ANCHOR ---------------------� U Z) Q ------ I DIAMETERa1/18' Q _ 2X5 ANGLE CLIP O�Q .100" .g;4• .814• L STANDARD CLIP U-CLIP 80TOPIR ALUM. � R' -7 CENTER OF ANCHOR HOLE MUST LE 6063•TSAWK 6083•TOALUK TOPVIEW $ '� -moi.820' H'-'Imo- 1 --i Am I- --i.820' WITHIN THE DASHED BOUNDARY.SEE TOPVEW TOPIIIEW 1.25 X 3.25'X.100' 1.25"X 3.26'X.824' 1.26'X 3.84•X.824° SHEETS 6.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE DI en y n o Olmenelon Value 0n)For Mullions 6005.76 ALUM. 8005-78 ALUM. 6005-T6ALUM DUIMETER:ANCHOR DIAMETER 111(r. 7 i2 EH . 1.26'X3.X-SECTION XSECTION X SECTION G 1.000 .12b• 0.800 X.824" 5.500` H 2880 Aluminm1.438 AWmlmn 3.250 Tube MuMm 2.801' Q .375'_ .376' F 3187 VX4'X2.825 1.28"X3.1.37r .12MIN. G 0.757 .376' 1.128 X.824'2 Alnlvmmml1.500 Alumlmlm "eOICTREVISED 3.200 Tube Mullion m complying with Ste FloridaF 2280 1.28'X325' 2.813 30• Mu8 Building codeG 0.760 X.100' 2.878 45-'B Mull R�eir,416-e1�L1S•0.3 2.1 .125' I 1 1 I I H 1.600 Alunknlm .125' 2.250' 1 1 1 1 1 I 1 3.250 71be Mulbn g 30' i I i H i M Di.121 Mwt 1 1 I I TABLE D 3.26046°BAY MULLION ` 1• I • - • ,1 • • •• \\ 30*BAY MULLION 8083.76 _--_--- _.4L--aJ• s • • Mu110hnenalon POT PaH1} �\\ GYNN A7j 8063-TB ALUM I XSECJ• I • •• • • • • • (ahe0ti� �� �( •••<<• XSECTION • Mullion PSId OBeat Cllp 14CIIp An81e COD O ';ENS@•yy,,� 1'X4'X.126'(10) 89304 6861122M 666241M M516M vC.12b'• •8083 UM• • •• 1"X4•X.378"(11) 58610 6881123M 668'142M 666519M r .228'J {.-.881' •228"J �.981'� .740' TOPVIEW V X4"X.375•T(11) SM 6881123M WR42M 688519M - 110.5870 NOTE' E 12r X 3.28•X.100"(13) 20180 601124M 6SM410M 6665115M - �• b1.26•X328"X.624'(14) 2(181 6881125M SW411M SWIIISM0 1)HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • • • 1.26'X3.87 X.824.06) 20182 M1128M OW41M 666517M '?� B 1 E • • • • • • • • ;G.C' ..........LORID,•' G`: 2)SEE SHEETS 5-20 FOR SLIGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • • 30 Degme(19) 00849 WA N/A WA 6666110M i �+ !c�\` • •• • • • •• • • CA 88650 WA WA WA 6600111M ���SSN �,4 M ` 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ••• • • ••• ••• ••• �� A.LYN, +58705 E. FL P.E. 5870.5 ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • TABLE E e Mull Dimension POT Part# (sheet#) ME=2] Std.Clip U-Cllp Angle Clip r'1 ( '1 I~125' -I H .12fi• � � 2'X4•X.25'(16) 888281M 888271M 88&5112M2•X6-X.25'(17) 666282M I 666272M 6SM113M I STANDARD CLIP 1 U-CLIP 2XSANGLE CLIP " p 8083•TBALUML 6033-TOALUK 3003-TB ALUM. oY v 2.000• I XSECTION 2.12b' I XSECTION 2,pp0• XSECTION NOTES. N I m 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .126' N.126' .125• 4 N DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 7• Z (p 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE4�.-.4 I O (- HOLE LOCATIONS. 1.480• W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.500• N CUT HERETO BUD: .376' 3.600'-- y SCREATE EE DETAILFIP. .375' .376' 5.000' ,MW m Z y 2.000• ¢ I MIN. SHEEr4 r-------- ------ -------� -- -- z Z 4.000• i i Pt _I---- ---- --I- 3.438' p + 3.436' P[ i--------j •250' 2'X4'X 26' I I MULLION I I 3.438• I Z � o 6003-TS ALUM. j Q XSECTION I I I I I } .376' N Z -- L L---------------------j MIN. LU O L ------- t-------- y L- 3TAMOARD CLW 2X5 ANGLE CUP C3 Q 0 IP,8033.78 ALUM. O O CENTER OF ANCHOR HOLE MUST LIE TB ALUM. R 2'X 4'MULLION 18 CENTER OF ANCHOR HOLE MUST UE 6083.78 ALUM. O• x� .250' WITHIN THE DASHED BOUNDARY.SEE TO TOPwEMy WITHIN THE DASHED BOUNDARY.SEE TOPVIEW mO SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. ;K R' DISTANCE.MAXIMUM ANCHOR HOLE ENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE LAE DIAMETER.ANCHOR DIAMETER+1110'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER r 1/16'. S 5-20 FOR THEANCHOR O.C. 6.5w DIST MUM ANCHOR HOLE CUT HERETO DIAMETER OR DIAMETER♦1/13'. 6.000• .375' 3.6w -� CREATE F-CLIP ,376' MIN. r-SHEMIN. MIN. 37s ----- -- ------ -----� -- -- r---------------------i I 1 I I I 1 1 I I I I 1 I 1 ^ivODUCT REVISBD 1 I 1 I mcomMYin8Wia1150Flu" I I I I I 1 I Aar tmu�T•b(ra•O�,1ta.03 'bion Ome 2021 i- 4.888" f +-- ---- I Man Modwcf 8.000' re - - -T- - 1 5.438• 260' I I �1111111/1� SAW 6.436• I I 6' I I �I1 •• • •••••••• •••• -••••-iIII-••••- •• II Ii1II _._ :.P �•.• icEN MULL! No.58730F5UM. • •• .375'IL--------------------' ' ••:F'p :c=' " MW. :•�1 i II� R:= STANDARD CLW • • • • • • ULLIP• • • 2X6 ANGLE CLW .260• BOB3•TBAWM. • • • • • 8063.10 ALUM.. • 8088-76 ALUM. ���i,`�OfJA1_E�``• S TOP VIEW •• •• • • i SE[11FOR M OPWEW : 1E SHT 17 TOPVIEW A.LYIJIS MILLER,P.E. ••• • • ••• ••• • FL P.E.#68706 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE 1:SINGLE VERTICAL MULLION THE BUDDING SUBS TE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-V4•.THE OPENING REQUIRES A DESIGN PRESSURE OF-W.01-60.0 PSP. Lp 1)INIT L" SLIMING 1HAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 321+32+1"-W.REFERENCING SHEET 25,THE COLUMN USING ® ^ !9 NO ANCHORS IN HEAD RECTAN LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN P SSURE OF+�.OF60.0 USED IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.WBLE 4' �-SEE SEE FROM T LE 3A.SHEET 7,THE 1•X 2.75•X.378•MULLION(LENGTH-72",OPENING WIDTH-707 MEETS THE DEPTH REGUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSF AND WOULD 5i S o FEN96TRAlM DETAd.S, NOT B SUITABLE FOR THIS APPLICATION. g 6 PRODUCTS SHEETS oY APPROVAL AILS FR' R TABLE 4A,SHEET 8,THE 1•X 2.75•X.850•MULLION(LENGTH=72•.OPENING WIDTH-707 HAS A DESIGN PRESSURE OF+1--72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d O NINO AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. tV MULLION ENc;rH )USE TABLE 48 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 1t m ANLiL I CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL tV y �/ IraLs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE ROTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? _ 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS 70 MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS,ALTERNATIVELY, W 'o 0 ANCHORS ITVO-TPI—L—A THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: m � N 3 (BO PSF)X 638 LOS =824.9 LBS (MAYBE USED TO QUALIFY#10 STEM SCREWS FROM TABLE 48)ING j z THE BUILDING SUBST IS KNOWN 70 BE CMU ON THE JAMBS AND USES A CONCRETEHEADER AND SILL THE WINDOW FRAME DEPTH IS 2,3P8'.THE OPENING REQUIRES A E F+50.a-65.0 PSF. _ Z a FOR THE VERTICAL MULLION: 5 Q w o 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72"+P=105'AND THE OPENING WIDTH IS 38•+31r+1•-73•.REFERENCING SHEET 25, o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8"AND WILL co W o EXAMPLE 2:MULTIPLE MULL( NS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60,01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE im r FROM TABLE 3A,SHEET 7.THE 1"X 2.76•X.378'MULLION(LENGTH-108',OPENING WIDTH-607 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 13+146.1 PSF a MULL WIDTH- t^ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. tri ¢ 0) co FROM TABLE 12A,SHEET 18,THE 2"X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH-807 HAS A DESIGN PRESSURE OF+1.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a y N E FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. Mas, 3T amPROmiRATION PENE8TETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2•TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 3S'+36•+2"=74•,NOT 73'AS PREVIOUSLY as 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(35.1MY+35-1/2'+2'=73•} r � r 2)USE TABLE 12B TO F WD THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALH CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE l3•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DIS7AN E MULLION - - USING THE STANDARD CLD'WITH(8)3116'UL7AACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH - SEE L THEREFORE SUITABLE,FOR T}IE REQUIRED ANCHOR CAPACITY OF 971 LI33. 8 DETAILS. DUAL E, OPENING SHEETS 2-3 SHEET FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A Y X 4"X 260•MULLION,W THIS EXAMPLE WE WILL MATCH THE HORRONTAL AND VERTICAL MULLIONS,A.TERNA7TVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. HORI PRODUCT REVISED MULLION 72• tamely' with QHo Irlali 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT I$32'+72'+T x108•.REFERENCING SHEET 25,THE COLUMN USING TRAPEZON)AL/fRUWCiUViR LOADING MAYBE 13 BuOdiag Codd USED.FROM TABLE 12A,SHEET 16.THE 2•X 4•X 25(•MULLION((E LENGTH-42",OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+!_170.0 PSF WHICH EXCEEDS THE AccaPlmm )6.O$l$.p� REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Da>a SEE DETAILS. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE W Ry STs WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X8 ANGLE CLIPS WITH Mwm Dade l-" 2a (4)3/1S'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. •• ••• • • • • • •• .��� �I.YNIV 3e.HHoroz 3s,t+ollHz 4)FOR THE U-CLIP IN THE HOR2Ot1TAl MD LION TO VRRTICALwIUUIIONP U3i T}{R SgpiE ANCHOR CAPACRY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHOR � c •'�,WCGtJ3F''•�F.Q MULL LENGTH Ad11L1 LENGTH CAPACITY 131074 LBS WHEN USING 3 ANCI�S,WP"IS%REKTE:,ADD TOIWAFORWUITAiLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE _ OPENING WIDTH FOR VERTICAL WILL ANCHOR TYPE IS A#12 STEEL SCREW. •• ••• •• • • • •• '�'• ND.63705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1.84.7 PSF FROM THE VERTICAL MULLION; +P170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; ;-0.:� I{ o 1/J +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION/4T"HING TO-WE VER110AL MULLION(INTERSECTION ,o'. S: V 0. .�J; THE LOWEST DESIGN PRESSURE IS 41 PSR4ND VjDULD AP%Y'Tp ALL •THE MU6.IbI�S. ••• ;'rfiS•..F(... mv ..'••.•C`r .` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PR/DUtTSAISED WITH rpS O THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVFRALLAgS�MBLV!ANAL DE>IIGWRWSURE REQUIR TMBOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN Mill ,P.E. ACCORDANCE WITH THE INSTALLATION S I)FIICATIENS INTO RESPECWf SUBSTRANWO 4D FINESTRATiON PRODUCTS TO MULLION. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADINQ EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: I 0 PW PW PW I y a O _ I Y I 4' tsc�l SHDH SHlDH SHtOH SHlDH ; PIN PW Z g�g 8 y oo r LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j lh SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORZONTAL MULLIONS / / 1 SODZ LOADING OF VERTICAL MULLION W (t�j PW I LOADING OF HORIZONTAL MULLION a 2 I LOADING OF HORIZONTAL r PIN 1 PW Zo / / jPW w Pw Z j Q S SHDH SHfDH SHDH SHDH I U O Q O 10 0 I a y y 4Ll 1 S` gm ym0 r r 1 SHDH � �m 8� r r r r 1 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONPIN HR j EAN I I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION PIA HINGED PW PW NOTES: DOOR is wn UCT REVISED I ll eom(dy bdw•iilh mo FteeSda I 1)DRAWINGS ARE Duildmg Cade RERESENTATIONS OF TYPICAL A jemptan o o p3 I PW CONFIGURATIONS. ¢p$� 1 PW CONFIGURATIONS NOT SHOWN O r r I / THOSE SHOWN. MAY BE OLATED FROM M • /� I • ••• • •• 2)IF THE LOADING TYPE CANNOT �tt,tt� ,1V� 1 • • • • • BE DETERMINED,USELYfdN 1 •� • • • • PW RECTANGULAR LOADING. .�`..•�,�GEAIGF '•.S -- PWI • / • • •• 3 SEE PRODUCTS APPROVAL FOR ,Y 1 r ACTUAL ANCHOR LOCATIONS. _ t LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 - PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULUONS 1 " "O•�` SNMOFlb'44.1 4• • L(%INO Ctr;jMCAL••• ••• LOADING OF HORIZONTAL MULLION MULLION FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMPDADE MIAMI-DARE COUNTY 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 N CE OA www.miamidade.eov/economy LCGIWindows&Doors,Inc. N.W.25& Street i,Fl.33172 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 A1-IJ 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 DESCRIPTION Series"450"Aluminum Outswing glazed Doors w/wo Sidelites-Impact •0•• APPROVAL D :Drawing No.W98-01 ev , u swing oorI&�44elites's,•shwts 1, 1.13-••• 1.2, 1.3, 1.4,2,2.1,2.2,2.3,3,3.1,4,5,6,7,7.1 and 7.2 of 7,prepared by AI-Farooq Corporatidd,dated 10j27-.9;and last •, revised on 03-22-16,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Counq Pf addct Confrbl Revisiov•••• stamp with the Notice of Acceptance n date b the Miami-Dade County IrMuWControl Section. :....: MISSILE IMPACT RATIN :Large and Small Missile Impact +••• •• •• ..•.. Limitations' •....• •••• •...• 1. See Design Pressure ratings in sheets 1.1,5,6, an or Vs lock options,md1lioh type, ddW 9idelite'•••;• glass/sill types and anchors.Lower Design Pressure shall control.The XX door in sheet VT a standalone unit. 2. For mulled units lower Design pressure of doors or mullion shall control for entire assemb y :••.:. 0*0"• 3. Sills(threshold)types SS-1 &SS-2 are not rated for water infiltration. See thresholds(sillsl gadglass 1;Te Al(True•••• muntin)limitations notes,in sheet 6.Lock 101)or 10E is limited to max 38-9/16 W x 94-7/8 H door. ••; 4. See Partial 7/16"& 1"Composite panels in sheet 6.Narrow stile sidelites are limited to 18"or less. 5. The frame are of alternate size must not exceed 125 R2,nor panel tested area and max.Panel height. 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&renews#14-1103.08 consists of this page 1 and evidence pages E-1&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. iMIAMi DAisE END NOA No.I6-0329.04 Expiration Date: November 09,2021 Approval Date: June 30,2016 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBN[[TTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files below). 2. Drawing No.W98-01 Rev M,titled"Series 450 Outswing Doors&Sidelites",sheets 1, 1.1, 1.2, 1.3, 1.4,2,2.1,2.2,2.3,3,3.1,4,5,6,7,7.1 and 7.2 of 7,prepared by Al-Farooq Corporation,dated 10-27-97 and last revised on 03-22-16,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#14-1103.08/#12-0706.03/#11-1025.02/#09-0723.04) 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(+50.0 PSF, sill S-I only) 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 manufacturer's parts and section drawing marked-up drawings of aluminum In swing/Outswing door w/wo sidelites,by Hurricane Testing Laboratory,Inc.,Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham,P.E. •••••• Note: This test report has been revised by addendum letters,issued by Architectural TMA boo*:*•••:• (Former Hurricane Testing Lab),dated 01/20/12 and 04/03/12,both signgdidsealed bjginu •••;,• J.Abraham,P.E. 006:66 0 Along with manufacturer's parts and section drawing marked-up drawing?8fWubleAumtium • • outswing doors, issued by Architectural Testing,Test Report No(s)B-521Ygj 450-1$C% d ;; ;. 12/19/2011 signed and sealed by Vinu J.Abraham P.E. • ...... 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 0000 • •;• 2)Uniform Static Air Pressure Test,Loading peroBGTAS X624 3)Water Resistance Test,per FBC,TAS 202-94•••• ' •000 •• 4)Large Missile Impact Test per FBC,TAS 201-94 •• 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94. Along with manufacturer's parts and section drawing marked-up drawings of aluminum out/in swing door w/sidelites,by Hurricane Testing Laboratory,Inc.,Test Report No.HTL-97055 (0080-912-97)dated 09/23/97 thru 02/27/98 for specimen#1,2,3,4 tested per PA202-94, specimen#4, 5A,5B, 5C tested per PA201-94&PA203-94,signed and sealed by Timothy S. Marshall,P.E. Along with manufacturer's parts and section drawing marked-up drawings of aluminum out swing door w/sidelites,by Hurricane Testing Laboratory,Inc., Test Report No.HTL-01071 (0080-0402-02)dated 04/01/2002 tested per PA201-94&PA203-94,signed and sealed by Vinu J.Abraham,P.E. (submitted in file#09-0723.04). Original tests conducted per SFBC,PA 201,202&203-94 now known as FBC,TAS 201,202&203-94. haq 1.Chands,P.E. doo NOA,No 16-0329.04 iration Date:November 09,2021 Approval Date: June 30,201.6 E-1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWrTED B. TESTS (continue): 3. Reference Certified Testing Laboratories test report#CTLA 3056WA,issued to CGI Windows&Doors Inc.pert TAS 201,202 and 203-94 for specimen#1 thru#30 for laminated PVB glass,insulated PVB laminated glass with Duraseal and super spacers, signed and sealed by Ramesh C.Patel,P.E. C. CALCULATIONS(Submitted under files#14-1103.08) 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5"' Edition),prepared by Al Farooq Corporation,dated 10/27/14 and last revised on AUG 27, 2015,signed and sealed by Javad Ahmad,P.E. 2. Additional intermediate horizontal mull calculations,prepared by Al Farooq Corporation, dated JUN 29,2012,signed and sealed by Javad Ahmad,P.E.(Submitted under file# 11- 1025.03) 3. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 000009 . 00000000.. 1. Miami Dade Department of Regulatory and Economic Resources ).. . , .. 0000 060.64 E. MATERIAL CERTIFICATIONS *0 0000 , I. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,{ferqier E Ie DuPont DeNemours&Co.,Inc.)for the"Sentry Glass®Interlayer",expirinr(M 07/4/1'!' •• ••;•• 2. Notice of Acceptance No. 14-0423.15 issued to Eastman ChemicalCompry(1VW ""' (Former Solutia, Inc.)for the"Saflex CP-Saflex and Saflex HP Coj4ppl to GIass. 000 Interlayers w/PET Core",expiring on 12/11/18. ' : 0 66..:6 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Cpmpagy(N9)0 0' • 0000.. (Former Solutia,Inc.)for the"Saflex Clear and Color Glass Interla3leb"expif uofl • 05/21/21. " F. STATEMENTS(Submitted under files#14-1103.08) 1. Statement letter of conformance to FBC 2014(5x&Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 09/30/14, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters,as part of the above referenced test reports. G. OTHER 1. This NOA revises &renews#14-1103.08,expiring on November 09,2021. 2. Hardware cut sheets verified and marked-up by the Architectural Testing(former Hurricane Testing lab). 3. Test proposal dated 12/16/14 approved by RER and Test proposal#10-0940, dated 11 A 7/10 approved by SNC. .0 LAu bha L Chanda,P.E. Pr7NOA No 16-0329.04xpiration mber 09,2021ApprovJune 30,2016 E-2 TYP I C A LVA NS S SERIES 450 ALUMINUM OUTSWING GLAZED DOORS WITH OR WITHOUT SWELJTES 38 9/18' FRAME MIDM LEGEND / 6 7/S' a 7/8' -0-OUTSWING DOOR DETAIL D.4 OPo. FRAME W D N FRAME WON 1nOtH 11 t/4• -ITEM DESCRIPTION - G D.L OPO. 0.4 6 7/S' SHEET 1.1 4 (B86 Sheat Z of 7) BIOfH 0000 LOCRINa ONS / 1 • • SEE CHART .1 WTSAD �// II ``,3X/1\ d a1�' nn W 4 i% \ ``i`%/ itI D•••• .•••/••• HEtt'HI••0�••0�••0•0• +r Ila-s/8e''•••00A5D••000faA 0•••007I�'H�••000RE5S•0 R FRRwtm*N*LFCONFlGU NS SHOWFRAME WIDTH-IPAEL 010+2815 RH SIMILAR I8VE\ "NACTK ••:�Ho oL�••••D 11 ) ) ACTIVE``\ •• •• •• � •••••• PANEL IMTH AFFl1aAAA1 No/G-a3[4.o4 • OUTSwNO ,xx _ OXO o • ••• 6E IA.� ��C-I •• 41 7 1 0 1 SS2• • ••• ' so 561 4 4 4 9 IDTM Mwr,, PRATE a�i80alf[ 14B' (XX$ PANEL Q4 OP6 iGH6y'PODDIRO HAS B[EN DESICNCD AND TESTED m CWL0 W101•E TESTED WDM Oti <MM> 41DTH VIDTN Rh1LDdM. ML`TOf INE 201L ED ttDRIW BIP�ING CODE E6-9116•SO-1/E• E3-3/9• 38-3/9• VELOCITY F� Z - - 38- 6E-I1E• 89-3/4• 18-3/9• •• 4 3 3 9/16• 4-IIB• 39-3/9• E9-3/9• I.DFnV"WM LOW BASED ON PROMWNS OF 2014 FLOPoOp BLDG.CODE, 4HINT 4-9/16.86-1/E• a]-3/9• 3a-3/4• 2.DETERMINE WATER MLTRATION REOUIRpgMB SABO DN PROVs ow OF FM j /sm¢IrE 3.SELECT A DOOR SYSTEM I.E OUTSMINI AND TYPE DA,THRESNOLO FROM SHEET 8 / \ FRAME PANEL M DI_�¢ AND LOCX OPTIONS FROM SHEET 1.1, I T`� ME 3/4• HEI/a. 5 13re 4.CHECK THE N10NASLE EXTERIOR AND WIER=LOADS FROM A➢PRDPRIATE CHARIS D.4 ON SHEETS 1.1.S&8. f`\ 90-314• OB-718• ]5-3/8' TME ALLOND CH LMS MUST MEET E LOAD.EXCEEINE OESICN LOADS REDNREMEMS. 96-3/9• 94-718• 81-3/B' A SElECi AND CHECK ANCHORS m MEET LOM.(SEE SHEETS]8].i) S.FOR MOLLED SOEUM RD"10 MULUON WACn ON SHEET I. t� 3 / 112-314. 1v0-110• 87-3/8• EVaS REOIMIEMENTS TO BE REVIEWED % / 7 MULLION PERFLOWER DESTONOR�CRCHART LOCKS ANCHOR CHART. f 0 MUL CHARY/ IQB-3/4' 106-7180 93-318• �.BUILDING DFRDPI.. A`,, 1 • O 111-319• 112-]/B• 99-3/e• MTD.SIDE EMS SMALL CONTROL THE ENTRE SYSTEM. 180-314. 118-7/8• 109-3/8• i / •HEIGHTS FOR STD.THRESHOLD CONTACT IRM OTHER DSSagW MATERIALSS,MATERIALS INCLUDM BUT NOT UMITED To SMALL THE REETAL ON�REMENTS OF T COME O THE iLdaM BLftDa1C C0� QACV& wncmE DWG. NO.: W98-01 'e \, 0 ena ice... Inc. MULTIPLE 9DELTED 17ES W/DOORS 7 10100 ncAh.�2S sjrld E.M.fl ida 33172 ` AREAAREAVAILABLE SSI 552 9S1 r6F19fone; .t OF MAIL.FRAl1E MiOfH (SEE MEET 6) 9 4 Y t/A2U ACMXd as lMtr Tirodaat SeHes 450 OUt"l g Doors&SIdelHee MAX•FR ha:AREA 125 S0.FT.TESTED : mum ftm-a /QJypr,� date: 10-20-97 sheet i of 7 LOOTED PER TOO 2014 FRAME AREA A AtM.,e Amt iaA9 TYPICAL ELEVATIONS OPMM APD CAPAC= 10A lo" 1 1013 1 100&locc I IOD&109 I 10 F .(+)wTi E%T.(+)Olf.(-)fi%i.(+)INr.(-)EKT.(+) 04-3/4' 60.0 6110 iW.O 110.0 too - 0 110.0 85.0 84.0 W.0 W.0 rima 0 4' iW.O 710.0 IW.O 110.0 BS.O 89.0 70.0 70.0 90.0 W.0 t09-3/4' loo 010.0 100.0 110.0 WA W.0 120-3/4" 70.0 7'0 70.0 70.0 108:COPPER GitEGf W/001 3 PONT i •• 03:RES W COPY M POINT • • 100:9ALWAI SKOLE POINT LOCX • • •4S•OUTS.NG D"" • IOCC:COPPER CREEK SINGLE PONT LOCK • • • I W:OCR-O-MATIC SERIES 1890 IOE:JACKSON SERIES 2085/2084 •• • • ••• • for:SURFACE MDUNIFD IOCX •-I m DESCRIP"•• • LH FlOURAl7pNS SHOWN •••••• �i• RH SIMI (SEE SHEET 1 FOR SIZES) • (see Sheat 2 of 7) FRAME i-MAX 74-1/2•MAX. qM t---74-1/2•uA%. 0000 • 0 • • FRAME 1WD1F1 3 I� FRS ftr• • • ••••• G.3 PONT 4172 ( I RE6EM •CTM 12 C01 ODORS $y IW_MM • LOCK S rpOW LOC1(EOCK •••• �VEST I)••• ••••• TRUE /. i 11 • •••••• HORIZONTAL / MUNTIN %/ i 11 i/ 1/N/'• 1 •• /� (1 OR MORE.DOOR i I 1`1.1 /' i / I \ • SSIDELITE PANEL y i 11 =9 I i• q\ ***so* 3 � I I '�¢ � / i/ I •i1• • , �1�7 � {3 i �Lzi ii j� i✓� 1 • • • ,eT i� ,�.1 1 •/ / 3 11 108 / •Y ./ / : • • '/ if / 1 i i 3 111��1 % r{� 1. I / 4A60UCtp¢VISyy a I 1 1 FIXED Fl �tm.�y„� Acme NACnVE ACTWE INACirvE x oxo �C a t2 oo TI3oc A !c U o a OPTIONAL TRUE MUNTINS RESIDENTIAL HARDWARE COMMERCIAL HARDWARE DOOR OR SIDEUTE HJNGE LOCATIONS DWG. NO.: W98-01 MAX.GRAHE HEIGHT Nd REOA MAX,SPACIIt�i UPTO 90-3/4• 3 35 1/E• ABOVE 90m3l NA. / ) DMfIS V[TN 3 HINGES LIMITED TO IW PSP &g�g � � CL TRAMS H +1- {'M.iHREMT {56($p 9$ b FRAK HE16Hr m PANEL 11EE.Hi+i-9 8'l .THIIE.OLD ,a �,�.- wlnaewe and Doers. Ino. CRANE CBDTH=PANEL WIOiH+2XIV 0092 10100 1wh1 nt 25 street mhorA,fW*33172 a o Product: Serles 450 Out-Nq Doors&Sidentes HARDWARE DESCRIPTION /Ogi%pL� dote: 10-20-97 .sheet t.t of 7 1 J/18' "IS'NEAT STRENO CLASS 3/18'ANN.GLASS �I�br MCPS M PE7 Core $e11ev CPrWwah PET Coro Mm+1-Yr 81'Ewtmob Chemkq Co.' BY T:.b—Chemkd Co.' gOR ay kv'EoeMan LheedeN Com .090 ALUMD"SHEET OBD'ibterkyer .090'Mter By'K,,w, SePlryGLw coyer 080'I ". 1/9'P1Y900D By'Kurarq Amerka,W.' ey'RurAr%Ammieq Mt' BPLPCRe� VMvL 3/18'ANN.GLASS 3178"NEAT STREN'0 CLASS BULB VINYL Sy'Kwmey Amed.,me.' .090 ALUMWUfA SHEET CGI-382 - 3/18'HEAT STREN'0 GLASS BUt9-NYC BULB YMTL ' CGL-382 s GLAZING STOP OPTIONS Y y 0000 gg j 639 • oas • on .wa SI CO W 91LC�if • •• 0 DOW 998 0E-1200 S Ir` 001Y 898 000'998 CE-12DO GR-�20D •• •7l! •S4 .794 F- • DOZY 998 DOW 997 �j GLASS TYPE'A899• Dow DOW 899 7/18'OVEReLL COMPOSITP P DOW B99 •f7T3yg •CGIqOy--"• •• 7/16'OVERALL LAY.GLASS 7/18'OVERALL UM.GLASS • • • • • 0000 •• •• •000• 1/8'.3/18'OR 1/4'TEMP.GLASS 1/8',3/18'OR 1/4'TEMP.CLASS •t4270 LiiSPACE AR SPACEJ/18'AN IS'AVN.CLASS.075'Mtmieyer In"mlerbysrSAOer CP PIM PET Core S.U.Clem Md Cora Glees .08ALIAAMNi SHEET • �I49 0 By'E.0—Chemkel CA.' By T!Ae .CMmkm Co" 310 PLWJOOD • CGI_S9� • _ •0 0 0•• OR 090'ImerloyAr OW 04t 1 •• 9 CG N� SeP1 w BULB VPM BPiwBe R+8 .090 ALUYMUY • • • • • Sy %AmeNea,Mc.' CCI-382 By'X—M AmedCP,bre' • • •••••• 3/l8'ANN.(.LASS Suns VMML •• • ••• • • • J/18'NEAT 9TREfM GLASS Col-382 DOORS ANO SIDE BE CIAZ USING YY 5•UARE OR OGEE C BEADS/A TERS { S ? PROD1N:tYBVI9ED KL EDGE SPACER a A>...=ft tWFhw. ST.STEEL SY'CARDNW %L SPACER 19s.�Y 9T.STEEL BY'CARDINAL' OR 51LICONE OR B4Y�1w OYts WRASEAI.BY'QUAN&R GE-1200 WRASEAL 8•Y'DUANEK' 6E 20 SILICONE SUPER SPACER B/'OUANEY' D.99S OR DOW 399 SUPER SPACER BY'OUANEX' �as DOW BfIWAN hafMfCbAval GLASS TYPE'A7' ACS TYPE'Bf• 'OVERAII COMPOS PANEL O890 I'OVERALL MSUL LAM.CUSS i'OVMU 9SUL.LAW GLASS .GLAZING OP770h15 DWG. NO.: W98-01 1 T}; ,y��=t} wlnaowo ome 000re,. t i lX N.IMM 101DO IMMI d 25 dmO mlmm,RondA 33172 OMF Product: Serke 450 Outming Doors&Sideft" 81, 5 B 6 Sy/®N dote: 10-20-97 sheet 1.2 of 7 1 74 1/2' (TESTED SIZE} 30 9/10' FRAME WIDTH FRAME WIDTH 4 1/4' J' 4 1/4' 4 1/4" 1 2a • • J/a• i \ /• { • •••• • •••• D.LO. • • • { • • ••• • 00 00 14 GN { A • 1 • ,DM • • • w ¢I C %�10M 1 �/ \TTS //. 1 • • 1 • .!K \ • • • • 1 i wACTNE ACTIVE n n ACntlE ; W b PRODOCrREva" e—ae4 -ft kFba. S-a �J. r HALER 5S Ae«vm.ee N• -O .8Y 3 1aHl#0 Eykarka Dpe 6 X51+ t ' PTHPANEL WIDTH PANEL NOTE: THIS UNIT IS STAND ALONE UNIT TO BE USED AS'X'OR'XX'(OUTSWING)TO THE MAX.SIZE S WITH MASS TYPE'A'AND LOCKING MECHANISM'IDM'(BALDWIN 8200 DEADBOLT W/CGI 3 POINT L AND'S-0'THRESHOLD 507. DWG. NO.: W98-01 THIS UNIT CAN NOT BE USED WITH SIDELITE OR MULLED. LARGE MIS IMPACT ���gd,P•1.0« r CG MAXIMUM DESIGN LOAD RATING=+ 100.0 i 'I (FOR STES HOWN AW4 OR SM ILER upm cm Dun) — 132.0 PSF 999 {tr 7(>•I}- w,n ao...o ono oL GLASS SIna. 101W 1.0-ed 25 street mlw*fti*33172 LOCK OPTION IOM tCd 3 POWYECIWM3R F/eAI.DRIN SEIAES 8200 DMB0.T g g+ or $ dd praduet: Slrtss 450 Oulswtng Gams&Sldelites S�8 osnoD;..•. LOADS SHOWN ABOVE ARE FOR ELEVATIONS SHOWN ON THIS SHEET ONLY. date: 10-20-97 1 sheet 1.3 of 7 74,/2• WIDTH FRAME 38 B/18- 4 1/4' CVR PANIC HARDWARE FRAME DiH FNAME WIDTH 3' 3' 24' e' 24- 3' �` 24" VA2 NAX. F HA2. J 1 1 n n 1 d i •••• 1 � 1 1 1 • • VV"C ROD 1 • • • t 1 m m 1 • • • • / 1 1 \ nN a N a J / • ••• •• • 009000 3 N 3 9 l • / ; i \ / •••APPROVED PANIC•HARDWARF Foe DWRRS- / i i \ / ••:R-O-MAI�%ERiE 1:0 TOUCHER?EXIT DEVRE �yy� i i T •• R�DLR E) DDA fE•408VjpS6 CONCE"WWTCAL (n A 1 • • •• •••• •••••• �n -------`-- --- ------/------ °i y ----- 1 q • W m *-------- --- k I -------------- y--------------- ---------- ----- 3�y • •• ___ K4 � � O. ❑ µIo � i i •••••• 1oE I \ I • • �i •••••• ••• • • • tz 00 \ / i KRpINiGFp$YEigp ACTIVE I i ACTIVEAFV-E i ODM=9 1 /ro32 oY m a SS t 8' 8' 24" 7 1/4' 7 1/4" 4 36-1/2'MAX. PANEL Wro1H DWG. NO.: W98-01 Doose taw CAPACMV-PSP � • FUME/P:1GHT FRAW mmm E20(+) INU- g g g 8B-I/2' 7h1/2' 70.0 70.0 b 84_1/P 74-1/2' 80.0 8A0 X111 CAM,®9@- �* WIndO d Ooore, OQMt NOT RATED FOR WATER INFILTRATION RESISTANCE •1 K.-.;JX 10100 ro-dh-d%she Mm,fWW.37172 CUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 0 9 e ,� prod0et: Series 450 Cutsding Doors&Sloelltes LOCK OPTIONS 1DD AND t0E !Q(ypl dote 10-20-97 F sheet 1.4 of 7 BILL OF MATE.BIALS 11 HAGER 4 1/2"X 4" HINGE IN SOLID BRASS OR STAINLESS S EL ITEM DES WIPTION CGI 4-1/2"X 4"HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. F1 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7'-6 3/4" HIGH) 2A 3/8-16 FULLY THREADED CONTINUOUS ROD (4 PER PANEL OVER 7'-6 3/4') 72 CGI FLUSHBOLT AT TOP &BOTTOM OF INACTIVE LEAF, HOUSING ATTACH D 28 3/8-16 HEX NUT TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH 2C 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE y8 X 1/2" PH SMS. •••• 337 SHEAR CLIP (EXT. NO. 506) 13 SEE SHEET 1.2 FOR GLAZING 0 f 10N%•• •••• •••• • 4 DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 14 SILICONE GE-1200, DOW 995, DO;;19•• ••••• •••• • 6" FROM ENDS &24"O.C. MAX. • 9/32" DIA. HEAD &SILL INSTLL, HOLES AT •••••• • • • SPACED 6' O.C. & 24" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE* • • 6" FROM ENDS, 3 0 CENTER OF PAIRS 17 1/2" X 1/2" CONTINUOUS CLOSES City FOAM •0000• • • • • • , 0000 •• •• 00000 18 PLASTIC WEEP BAFFLE © #10 X 1" PH-PH-SS TEKS SCREW, 0 3" & 7" 000000 •••• 00000 • FROM ENDS & 19-3/8" O.C. MAX. 19 7/8" X 5" X 1/8" THK. CONTINUOSS ALEMINUM SILL • 7Q X14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR •• •• •••• ••••:• 'I 6" FROM ENDS & 24 3/16" O.C. MAX. •••••• • • © .320 HIGH WOOL PILE HATH CENTER FIN (ULTRAFAB #3032) • • • • •••••• 0 .350 HIGH FOAM-TITS WEATHERSEAL (AMESBURY j}32011) • ••• • •••• 10 ACTIVE PANEL LOCK OPTIONS(SEE SHEET 1.1 FOR LIMITS) EXT. = EXTRUSION UST 500A, 501, 502, 503, 504, 507, 509, 0004, f0A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF(2)CGI CUSTOM 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. / END BOLTS(TOP&BOTTOM),ATTACHED WITH#10 X 3/4"PH SMS, 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063-T5. (1)CGI CUSTOM INTERIOR LINKAGE MECHANISM, j (1)DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. ►ROD1K:1'tt¢v�p m .xew tOAA CO CUSTOM 3 POINT LOCK 4503PL,CONSISTING OF(2)CGI CUSTOM Aa,lttoe.1/e ft-ngz9 oY'.. END BOLTS(TOP&8077072),ATTACHED WITH#10 X 3/4"PH SMS, (1)CGI CUSTOM INTERIOR LINKAGE MECHANISM, 4 l ' (1)7EADSOLT BY BALOWrN SERIES 8200,KWIKSET 780. aonn OB REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM PATH MORTISE LOCK, I SINGLE POINT LOCK(1)OEADBOLT BY BALDWIN SERIES 8200, +' 10C SINGLE POWs LOCK(1)DEADBOLT BY COPPER CREEKSERIES 082410, DWG. NO/W98-01. 107 OR-O-MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH NCEALED VERTICAL ROD SEE SHEET 1.4. �&g `?• 10E JA ON 20 SERIES PANIC EXIT%MTN 2085/2086 CONCEALED VERTICAL ROD 86 9= it wineowa o 000.a, .no EXIT D CE SEE SHEET 1.4. 10100 I th.ed dmf,Ik u.Ammo 17172 IOF CGI COSTO SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF product: Ser1 450 Out..N Doors&Stdelitee (AT TOP &8 OM)MTN BALDWIN SERIES 8200 DEAD BOLT. i�3 g N '9/ �� dote:_,--'10-20-97 1 shoot 2 of 7 4.162 .951 {.852 639 p- 6 125 .1x3 .Iso .086 .080 .� Lela ase vo31 .ne ,791 .711 .+oo CGI-511 CGI-3 .GGL-SD4 �SfL-S15 x.oa2 JAMB COVER CO-502 CGI-507 JAMB/LOCK/SIDELRE STILE DOOR FRAME HEAD/SILL +'1� I.Bu 617 •b4z •• 12s0 .750 oY •i •• +ata • • .175 • � �/!�. • •••••• • .loo 12 • CGI-5� • • CGI-503 1F •••• • • :••••: NARROW SIDELIIE STILE • • • • • 4.482 &122 •••• •• •• ••••• 1.250 • • •••••• •••• ••••• t90 'p19 • • • • •• •• •••• ••••• 1.11xL • •••••• • • COI-500A • • • as ,05 TOP RAIL • • %00% • ••••• CCI-508 CGI-505 .lee 1.814 • •••••• • FRAME JAMB/MULLION ASTRAGAL • .110 ••••• 9e4 +&1 '800 � •• • 4,40-1 •• • • • • 1.000 .1xb •• �J .oao 3.277 F•�Of?1q1C�e�vi2® .125 1. r•nt1Y�� 4,522 cc1-sag •, 3777 5.178 CO-514 2' SADDLE THRESHOLDS HORIZONTAL MUNTIN 7.512 DWG. NO.: W98-01 CGI-510 Vi Ig 57 SIDELITE MULLION 55E lime_ �d;5}_ w-.— a 000.o. c rwi on 10100 mdMed 25 W M n*H.bort 33172 �1.os5 L. r °F product: SeNee 450 Outealeg Doors R Sidelltes CGI-508 1,C " GI-501 FRAME COVER dote: 10-20-97 shoot P.1 of 7 BOTTOM RAIL aNAAI rd n M ,,.aoli Balt T I Bolt Housfig 8dtHousfiq WAssembly SMS #10 x 3/4'PH SM o ff10 x 3/4'PH SMS #10 x 3/4"PH SMS Flushbolt Tip Bolt Tip Threaded Rod ••Roo Actuator ••o • ••• • ff8 x 1/2'PH MS Arm ••• •• @�x3/4'i•Si��• •••••• Connection • • • Wned Keyed •••• •• ••••• • • Keyed FlushboH Cylinder •••••• • ••••• • • • Surface Mounted Cldinder/Deadlad Activator •• •• •• Activot"••• Assp. 0 Deadbalt TOP SECjI(y�lWypV•l • •• TOP SECTION SHOWN � Assmnbly (BOTTOIR SNIERR)• • (BOTTOM SIMILAR) • • • • ••••• TOP SECTION SHOWN o •••••• • • • (BOTTOM SIMILAR) � • �URTi4CE MOUNT•SLIDE BOLT •r••• •• 4NTM BALDWIN*D"BOLTCGI CUSTOM • • 3-POINT LOCK t2 Flushbolts(inactive Paned) ••� O w�f��cmdm �-4�y Actuator { csewd Arm DWG. NO.: W98-01 R GENT 3 POINT �{ � �pD„••. C MMERCIAL LOCK 880R •' a C�® 10100 no ff-d S*at Hry WL Ow*33172 ,IZ• z 9 z •..-���.;�yy Product: Series 450 Outswing Doors&Sidelltes a d Ips, dote: 10-20-97 1 sheet 2.2 of 7 fill Dor-O-Motic 1690 Jackson 20861 #8 x 3/4° #12 x 1 1/2° FH SMS FH SMS 6W ft-Mil ,/r Keeper Strike Plots • p Guide • 10 x01 2 •i r �r • • i i FH MS •• Top Lock X10 x 1/4° ••#ppr g I I• •a•••• Assembly FH MS 0000•• • I �••••� 0000 I� I• • • 0000 •• •• 0000• I(I • • 0000•• 0000 0000• •• 00 0000 000000 0000•• • • • • • • • 0000•• • • • 1I . • • • 1 00000•• Bottom Bolt 0 • • Iy10 x 1/4° i • Bottom Bolt FH MS Bolt Guide Bolt Guide #10 x 1/2' FH MS DWG. NO.: W98-01 pp rtonucrstra fill - �� %!li EDKM1 1e[epCaeal 10100—tW-d 25*e,t wcli.Honda 33172 a product: Series 450 Outs.ha Doom&Siddites Ipryp�, dote: 10-20-97 sheet 2.3 of 7 1/+•da uLTRncON 5 j i ( ®e'Fall ENOS AnD 24'O.C. I I t 7OIA.ULTRACON 5 I I I (s+Tci+wEOIATE&57waF u,ar ANCHORS)ANCHORS)DDOR I I SEE/4'SHEET 7 I SEE SNEET 7.1 F0� j N INC STgA;A! I. NSI CR ZA t%4 PT WOOD TYPICAL PANEL ASSEMBLY IX4 PT WOOD 509 SEE NOTE BELOW I �PT NOTE M(91-� •ua� 511 4• ZB TYPICAL PANEL ASSEMBLY EMBED 1 n� ZC SEALANT TYPICAL PANEL ASSEMBLY 8 OPTIONAL INSTALLATION ; 502 _ s04 9 10o NTO 2%4 PT WOOD ,�--- - - JAW SHEETS 2.2 ENT T'aol OSEE CCAG1/ TRACN - - - 1 8 ; 13 OR�61 FROM ENDS AND 3 TYPICAL 19_3 /8'D.C.FOR LOADS UPTO 70 PSF. 14-1/2'O.C.FOR WADS UPTO 1,0 PSF ACTS 125 p 12.DO FOR WADS ABOVE 110 PSF � ` 375 .,2s (1-;,.:EDGE DIST. .4 .125 42M PANEL WIDTH F•X�'I�IQt•• 2A TYPICAL *2X4PT ' CON 1p'W. •••••• SN41 18$0 • • '11 �-• • • ••• • • • • • g ••• •• • 0000•• FRA • • w k 0000•• S5 I" w •••• •L0 • • •m IVICAL JAYS ANCHORS •••• • •• ••••• Q 11/4'Ola ULTRACON • • O: = 08'FROM ENDS AND ••999• 0000 0900• U- 18-3/H•O.C.FOR LOADS UPTO 70 PSF • • • • 124-,1/r FOR LOADS ABDVE 70 PS• •• •• •••• •••••• OPTIONALERIOR EMOEOMENT WTO 28r NooD OUCH a t_t/2' •TYPICAL SQUARE GLAZING • •••• • • (SEE SHEET 1.z) • • • FR•DUcrREv,,,*9•9• ••• �waM.Fb" OPTIONAL INSTALLATION • • • es,i,,,1,. �0• INTO 20 Ps' WD00 •• • ••9� SEE NOTE BELOW 2A TYPICAL NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI A roma w wxvnam "2 SCRE'W'S MUST BE PROPERLY SECURED AND s um,s u ewa�am S/Doi/a•DU.L0.TRACd/ MUST SUSTAIN LOADS IMPOSED mnn mryn em am1/4* 5'Faou ENDS AM 24'O.C. BY GLAZING SYSTEM. n 844 '1w 6ROERUENATE h 9NrdE laBT ANCHORS) DWG. NO.: W98—O 1 $FE SHFET 7.7 FOR DOUBLE DOOR MEETWO STRE Atict ps W . K'. NOTE: ALL JAMB ANCHOR CONDITIONS SHOWN ON ��yY SHEETS 3, 4 AND 5 MAY BE DIRECTLY - `. "Y" /� 10100 n ftW zs dW mf-i,flallo 33172 o � } coN TO MASONRY WITH 1/4" MAX. SHIM SPACE i EDGE ST. i 4 d d / Q PFOOUCt: $tYIOB 450 OUt9ND19 00019 Q$idOltift8 y WITHOUT VARIATION IN CAPACTIY. .. .•�'�� 11211' Qrygt W W Cate: TO-20-97 ghost 3 of 7 1 ASTRAGAL REQQ.imt INTERIOR WATER RESISTANT QOORS VTH SILL S-0 ONLT 9 12M see s05 502 502 8 ( ca u AcT, MAQIIVE .ern 505 OUT SWING DOOR EXTERIOR O LEEK SEE SWEET 1.1 • • 0000 0000•• LOCK STILES WITH WATER RESISTANCE • • • • INTERIOR 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 • • • • • • • • • .� 0000 •• •• 0000• S. 302 00.00• 0080 0000• /^ • AC11VE �AVACTW • • • • —I.cTs OUT SWING DOOR • • i'••• l% EXTERIOR • • • 1°4n" ►• �GN�EEr%1 •• • ••• 4 • A00 LOCK STILES WITHOUT WATER RESISTANCE DWG. NO.: W98-01 �$ ����`_ w�neowe one 000re, ono. 10100 23*eet lld.�t ro,W 33172 y q product: Serfee 430 Out"Inq Doom&Sldetites Slp ` dote: 10-20-97 sheet 3.1 of 7 MULLION 1 1x4 Pr wooD Los SMALL SIDELITE SEE NOTE SHEET 3 511 511 STILE (EXT. 503) 511 AT SIDELITES 1 7 1'-6" WIDE OR 6 SMALLER. 502 502 502 - TTPICAI.JAYS ANCHORS 1/4'CIA.LATRACON O S'FROM ENDS AND 1 6 8 19-3/S'O.C.FOR LOADS UPTO 70 PSF 14-1/2'O.C.FOR LOADS UPTO 110 PSF .123 ,2'D.C.FOR LOADS ABOVE 110 PSF 2-1/2'Nml EDGE DIST. 1673 48 E 11 EXTERIOR ® —0 ra •••• DOOR PANEL WIDTH SEALANT • tp 0••• 009000 1290 StD EL WIO • • DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH • • • ••• • •• ••• • 'i0° 0000•• DS-0 SJ-0 0000 :0000 0004 • 00000 25 0 0000. 0 . . THIS SILL IS THIS SILL IS a • NOT RATED NOT RATED •••4 p A s.278� • -000:- -1$44—, •4••• FOR WATER FOR WATER IVI t$44 ••44• • • • • - SS12S S .123 0.0000 00 0 1/4'DA.ULTRACON 0 0 0 0 0 0 ADA SADDLE SIDENTIAL SADDLE 1-s(4'kM E1tBE0 • • 0 0• • O B FROM ENDS&24'O.C. 0 • o 3*O.C. MT. ASEEND . .1 C.AT DA PASTT CLOCATION REFER TO SHEET 2 OF 7 FOR •• iO AND U L 4' N SADDLE H H OLD TYPICAL BILL OF MATERIALS L EXTERIOR EXTERIOR 539 SWEEP 40 DWG, NO.: W98-01 5/1S'DIA.UITRACON ,-s WN.EDGE 3 e g • .13E 2-1/2'WN.EDGE O15T. zz 9 �•• PlUmucrItEVISSID O 8'FRW1 ENDS&24'O.r .080 W 9.•�pgNg& •q 0e1faHA AND 3'O.C.AT MTG STILE LOCAR .600 SEE SHEET T.1 FOR CAPAGTY .75O 1� .. ArtOuael'b •-0 z9 .nc. d' P J S CON,CREIE Q� {t' * ' 1{t� BA1Ra DW wtn eowe end Doerm. c 1 10100-Umd 25 aVed misml flddo 37172 4 a .123 s N51 w' rE a of C"� E �° e n •'.FZ�yp,.• preMucl: Series 450 Outmrmg Doors&S(delitea a I A din date: 10-20-97 1 sheet 4 of 7 511 511 WJ140N PEMRMANCE CDART DE$-N LOAD CAPACITY-Pw MULLION TYPE 11 0 NOMINAL vnm au.MTree I Mflll. YPE Ta warm s IN SM-OE STU NOM(h E%f.{+) N7.t') Ela,t+) M(-) Oa.t+) W..(-) 1/8 Iva "uIODA 1104 two t,Do X.- I= 110.0 1wc 110.0 IOU 110.0 502 502 100.0 Hao loon1100.100.0 HOA to" 1100 013 6+1 904 10.0 - 19Ie 8 1 g 1/9 IOU Hoo 100.0 110.0 fw4 11119 FIXED FIX Ep 9/o 100,0 110-0 1m0 11010 ISA 110.0 ,t PANEL WIM11PANEL WETIHIPM01 WWHPANEL 1/11 81-0/e fall 1100 Imo I1o0 1250 7Po 100.0 1100. 100.0 110.0 - b79 A91P 4ae b7S 3/8 613 tK9 - 1A 10110 'toa 1m0 too IDA 1104 $$-D SEALANT D"OwR WIDTH(W),=DOOR PANEL+ PM1E1. +1.25D 1/0 two Ilan I= Hoo 70.0 ma SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH 2 7/a Boa1C ,w0. 110`0 fw.o 1100 OUTSWING DOOR SIMILAR DS-0 3/0 '000. Hoo ma Tao 3/0 &3 B+ 1ES0 1/0 100.0 0 100-0 110-0 1000. ItaO 511 517 2/0• • mo 11 tlao We*We 110• *'3/C• fWA 1100 Ia0 „0.0 -• MULLION TYPE 2 310 . . Iva 1,a, 0.0 - _ • atoc slae-twM sn $6 9 - - -ell 1/6 • I= IOUo. Ia1100 0./a 100-0 Hao A Ila - 6 1/e• 1� Imo Hao 0ss Ica. LOWER D LOAD FROM PANEL PERFOR CE CHART ON SHEET 8 OR M PERFORMANCE CHART ABWE CONTROL 310 ••• on - _ 3/6 • 86.6 i9 h 41 6 1978 +/8 080 10.011 110• foo• +10.0 IDR••t•0• 1/0 7000. 1100 Imo 101.+ - - 2/g• ��' • 681 68 W4 3Po • • a19 b78 675 4.912- 1/0 X0 70.0 70.0 100-0 110.0 FOfRROA _ SIDELITE PANEL WIDTH SS-0 Iasa SIDELITE P EL WIDTH 700�� � mo o0. no • OUTSWING DOOR SIMILAR M/0• • 10.0 Z -• •••�• DS-0 /e 1010 Rdr 70..0 raa 1ao aro• • ma toA 70.0 - - 19SD 511 511 SPo • • 0.6.6 a T - MULLION TYPE 30 7 REFER TO SHEET 2 OF 7 FOR •• RARRoesn�-NARxoeslnE TYPICAL BILL OF MATERIALS 6 6 so3 DWG. NO.: W98-01 30.1 �7 ���� . rRowerlMse•1s� • 1.918 ��Q� •''.', Ne ..e 0 wDO 25 0.„b roI00 wdhr+6t eireec m16mI,/brMo 33172 m SIDELITE PANEL SS_0 SIDELITE PANEL WIDTH 0.P G product: Series 450 Outliving Doors&Sidelitu Igy�gi, date: 10-20-97 1 sheet 5 o1 7 1.130 1 1 PANEL PERFORMANCE CHART FOR SINGLE&DOUBLE DOORS h SINGLE SIDROTEB E Will (NARROW SOLE SIDELHES LIMITED TO 18.OR LEW) DPSIGN LOAD CAPACITY-PSP $� CLAN TYPE NOMINAL DIM& 7/16'C011pOSRE PAN GLASS TYPES FRAME 4IDTN FRAME 4N1N FRAME 1'CONPORTE PANCL4 01.188 TYPE'Al' t%) ax) FE104T EXT.(4) DAT.(-) ExY.(4) INT.(-) ERT.(4) 26-9/16• 50-12• 10010 IIOk 7013 7013 90-0 32-9/16' 62-1/Y 1�.0 70.0 7013 904 IDA L3Y Y$3 ee-3/4 38-9/18• 74-1/Y 0013 1'" 70.0 70.0 904 900 �• 44-9/16' 86-1/2• 948 948 70.0 7" 9" 90.0 26-9116• 50-1/2• )00.0 UOO 704 700 90k 90.0 32-9/16' 62-1/Y 1000 1100 7013 700 900 90.0 PANEL PANEL WONT PA O�SCONPOSITE PANEL I 84-3/4• lickWill L46aT'1 38-9/16• 74-L2• 942 94.2 704 704 Su 9013 APRICAM.E TO DOMUSIDELITE • 44-9/18• 86-t/Y 948 94.2 ?04 JOA 90.0 90.0 iRAME WIDTH 26-9/16• 50-1/Y ]DOA U0.0 700 7100 9013 900 32-9/16' 62-1/Y 100.0 11013 7010 70.0 9013 90.0 90-3!4' 38-9116• 74-1/Y 100.0 um 700 70D 9013 90.0 44-9/16• 86-1/Y 948 948 70.0 700 "k 904 �� •••. e6-9/16• 50-1/2• lick ]100 70.0 700 904 90.0 /' ` • • 32-9/16• 62-1/Y 96-3/4• look 1t" 70.0 700 960 90.0 j'``` • • ••.• }.• JP-9/t6• 74-lIY look lick 704 70.0 90.0 9" • • • � • 44-9/161 1 86-12• 1 59.9 SR9 59.9 99.9 - ¢ •• • • ••• _• P6-9/15' 50-1/e• 100.0 UO4 70.0• 70.0• - 8Q • • • •- 32-9/16• 62-1/2' 100.0 110.0 70k+ 70.0• - ••••.• •• . g�•• 0E • ;f 38-9/i6• 74y2t -3/4• ' ID0. 70. 0 11013 70.0• 0• - - `• *so** • • p 44-9/16' 86-I/Y 59.9 509 S99• 59.9 6%WIDt1 PAt 1WDIN•� � >'6-9/t6• 50•vY 100k v0A 7013• 7013• FOE SINQLS OR DOUBLE LEAP DOOM 1lAb�SINGLE SIDELRES CAl%C11R 32-9/16' 62-12• 108-3/4• 100.0 USA 70A+ 7". - - SEE CHART ON THIS SHEET • • • • • $`• 35-9/16• 74-12• 10010 »0.0 704• 70.0• - - SEE BELOW FOR THRESHOLD TYPES•••• •• •• :►•$ 26-9/16' 99-1/Y UO7 7ok• 7ok+ SEE SHEET I.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPED•IDEf91GN LOAD CATAC" 32-9AW 6N'--I/2• M4-3/4• Toa• Tao• - SEE CHART ON SHEET 7 FOR MULLION►ANCHORS CAPAqTY • C- 36-9/w• 74-vY 704• JOA. SEE CHART ON SHEEP 7.1 FOR LqM ST"ANCHORS ATC•UBE DOOR26-9/16' 50.12• 704. Tao. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIItE ASSEMBLY. 32-9/16• 62-1/Y 120-3/4• 70.0• 70.0. •••.•• • • 39-9/16' 74-/ 7013+ 7013. - - • • • LAN�O 5 & pY E�WAE FOR �0VFlL7RATIONUSING THR RE UIREARE NOT APPLICABLE • • • • IN ANY SISI•••• • ��®� •GLASS LIMTED TO 8/0 DAYLHE OPEMNO. PANEL SIZES ABOVE 8/0 REOUHRE . • • 19tBD1i(FP.RV7Sm TRUE MUNTIN. •• • M dbk%Fkft E a 9 AtteWb•RN0 b OI/ Nw61rt.Dw��� M NOT RATED NOTRA1Lb r o S 9 w5 FOR WATER FOR WATER >!6 8 RESISTANCE RESIST�AANgCCIEE O ® Sl V L R 507 E' 539 NOTE: 540 GLASS CAPACITIES ON THIS SHEET ARE 1BASED ON ASTM E1300-09(3 SEC.OUSTS) °T droT.'mg no. AND FLORIDA BUILDING COMMISSION S..•.... W98-01 OUTSMNG O ITSWKG(SADDLE) RM ENTLAL(SAAM DECLARATORY STATEMENT DCACS-DEC-219 ) L ) aheot 6 at VULLION sIDELREANCHORS CLOSIER OF HEAD ANCHORS MULLION ANCHORS 1r 8D7SLPEE3 4 u SFE CHART THIS SHEET 1,4 OR 8 D0'IGN WAD CAPACIT-M IIIA o ARG.STRE ANCHORS 3)2 A4 BDEUIE I AT Com NO3MAL DING. AY 24'VAX. TYPS'C AT HBAD 7YP6'C AT HEAD 7Pt SEE SHEET 7.1 4)2 A7 9D[EOE 2 AT DOOR rYFS•B'AT HEAD C AT e-0 H 09 TTPH V AT 9B1�7. T SEE 3CHART FOAT R CAPACCY CLDB'B8 OF"CRT8H Or CLOBTCR OF CLDHTHR OF CLUSM OF OT71H7'ES Of dWl'ER OF Q ' 3 AT DOOR VIDTN MANE :ttP. (w IQIWrt 3 ANCHORS 4 ANCHORS 6 ANCHORS 3 4 ANCHORS 3 ANCHORB 4 ANCHORS ND P/0 1087 n0o 116p f1 110.0 110.0 1100 � �' m 2/6 882 110.0 flat IOD It" 1100 Ilu u-3/4• p` _ 3/0 T13 944 Iu IWJ 1100 Im.0 It" A 3/6 023 a" 110400, 941 7104 NTD HOD / 2/0 104$ 110-0 A IIOD 1100 Itao IIOD A}�2 Pl6 &1 110.0 110.0 Itoo 110.0 11" 11" V &(-3/4' 3/0 TOs M.I 1100 1087 110.0 987 IIOA a Y1 3/6 as 110-0 914 11" 854 1067 � p 8/0 9l1 110-0 I= 110.0 IT&D 1104 110.0 fiQ$ 1/6 90-9 4• T� 01.8 "to not 1120 109.3 Ima �� •/ % atm 3/0 MD 110.0 99.7 1700 021 11010 3/6 58s 7S7 110-0 84.8 110-0 784 wl �5- E/0 911 1100 IIaO 1104 ,lob ,100 1104 yl a 2/6 1S7 963 110.0 Ina 1Too I'M �.I 3/0 814 87.8 +tad 017 IVR 110.0 O 633 TD IOU 148 to1.1 Ia4 082 •••7 2/0 954 1160 110.0 1100 +Oo •� Ll 2/b 894 928 110.0 1049 110.0 970 •ItOA '• CLUSTER OF SU ANCHORS 3/0 IO2-3/4' 7J1 IiQO •^ "• •110.9 R4• •+as., • �u •� FInD (Lj I AT SCWTE 1 AT DOOR 3/6 807 %9 1M3 7"• 101.1 70.1 89.8 PANEL VIDTH PANEL WDITH PANEL WIDTH PANEL WDMTH (4)2 AT 9DEUfE 2 AT DOOR 2/0 812 Io62 1100 • •IT" 1t" IIOD 'O $EE CHART FOR CAPACITY e/6 108-3/4• ISO Flo 1160 994 I10A 91.7 slob � '10 1250 12 3/0 SSD R4 110.0 110-0 .0 993 0 �ry SIDEUTE MULLION ANCHORS AS SHOWN DETAILS AN HAFTS e/0 To 197-0 110.9 1 1104 s 19.9 n )WR PANEL+FDO PANEL U4TERRfEDIATE ANCHORS TO BE AT S' M CORNERS e/6 H4-3/4• 921 e7D 110-0 110.0 t 110-0 v� z��� WIDTH(W)v 2 + 1.2% AND 24'O.C.AT HEAD/SILL. 3I0 522 ma 1043 t0a, 833 • 1100 1 nao 1071 IOD L9 0 ANCHORS t 8 IBO-3/4• 89.1 768 1160 -3 110-0 IMA V'• 0�.tn IM,ry.1871� TYPE'S'- 1/4'uu IniR rON BY TEO.0P.17)Itg.g.t85 q0 3/ 49.6 66,1 941 749 91.9 BAS SEA IMO 2SY WOW 9UCY.S OR 8000 SRQDTURES INIO 28'(.W000 B1RTt3 OR WOOD STRUCTUSES LOADS ADM ARE FOR w3OLU7DN8 WHERE HATER•.'�'1�1�I�IRSISTANCE IS NOT RE(fO(ED USING 1-1/2'MON.PENETRATION IMO WOOD 1-1/f"tlIN,PENEIR4TDN INTO WOW THRE9WLDS AND • • • g THRU Illy WOOD Elms INTO CONCRETE AT HEAD illy WOOD SUC16 INTO CONC./HDLLOW•OCtf AT.LIMBS LAOT E70ERIOR WHERE IYAIER wFBTRATDN IS REOl111H•AS PER Otl•R AND NOTES ON SHEE1r8. • 1-1/4'MN.EM6ED INTO CONCUTE -t/4'tlIN.EASED w10 CONCRETE OR YASOM &$�$ DWEMy ORD CONCRETE OIRECRT iN10 CONGAtiIE • --•` • 1-+/4'M.E%WW INTO CONCRETE i-1/4"WN.EMNED mT0 CANCRkIE FOR SCH ON�B.LEAK f08FJ D*.S1NGLE Sl&RWF CAJACITY Q�N EDo.F_ONCR F4 PIMP MATA91DE3 .to CONCRETE-2-,/2'M. wto CotepRETE-2-t/Y AWY. SSEE EB BELOW T FOR L HOLD PACCTITES FOR SINGLE AND DO&IiE•DOORS INTO WOOD BTRVCTURE-1'Mw. INTO WOOD SReJCTORE.1'10N. • Trot TYPES 'C'-1/4•DIA NLTRAODN BY'ELCD•9,,.111(n rY-t6s.9 SEB SHEET 0 MULLION TYPES AND DESIGN LOAD CAPACITYON M e e W 1-3/4DREMY 8110 CONCRETE +u� SRL NOT RATED NOT RAZED SEE CHART0 ON .I SHEETSEE CHART ON FOR R MTG.W014 ANCHORS STILE ANCHORS 6TADOUBLE DOOR. o IS g t-1/4' TY NIH.EfEO wTC CON.. FOR WATER FOR WATER .D�raNCEs RESISTANCE RESISTANCE LOWEST VALUE FROM CHARTS WILL APPLY TO ENTIRE ASSEMBLY. ' INTO CONCRETE.2-1/2"Mw. ® i TYPE'D'-A/t6'DAA L TR.LON BY•Em•19Y-1>a Im 100 4NCIM0. �•••• ••' / ►RpO1KP g •( DiRECRr INTO CONCRETE AT ADA SSL TYPE'C ANCFIOR ANCHOR r Ham'• .. C 11-3/ INTO COAL, 50, TYPED' TYPE'C' 0e9bd04y o 9 O4T0 CONCRETE-2-1/2'WN. jj�� 539 '�(Y0.ft. -s 2.e * ti'Yi &A1.4i4t3 a u WOW AT NAM OA 1440$W. MN CO TPETE AT FSM.90. R 1'. W PMe.SOPp. 0 OF 154 '. I..y� drariing no. c-9D HoL.DA/num ,HY83 rm-2000 P9,m+. '1 '.. - "t0v^0� W98-01 DOUBLE DOOR HEAD/S01 SPITS.=8 ANCHORS AT DOUBLE DOORS 24'L%X 24'NAL YRr.STM1E ANCHORS DEW]A6D CADALTP-F82' SEE CHART AT IOOH7 ,Y 1 INRRNEdATE EINATE NONRi71.DD18. §§§m ANCHORS HORS OI. 'AFS: TYPE'B'AT BEAD 7C bT B-0 0886 'D'AT 6911 BiD. .� 5'MiYP. VIDM iRA1Y =SM OF OLDSTER OF CIDsDu OF CL SM OF ctANIBB OF 111 SM OF THS OF HEAD/SU ANUMUR ypACIT I �{mt� X81017 8 ARBORS 4 ANCHORS 0 NCHOB9 8 IIANCHORS f IdNCH 8 ANCHOR f ANCHORS ; a@ ige -T -"-'811 62 v M2 11010 1100 11010 tOp 100.7 110,0 74-I/2- 72.7 864 110.0 1098 110-0 805 tin 2e[ / 06-112• SL3 810 1038 1100 72.8 9710 13 00-1/r 1017 1109 IIID 1001100 1100 ATG 62-1/r 84-Ya• N2 ItOA 1100 Ito it1mDOA 04 tin VX 111�AAA 6 74-,2' me 94.1 11 1083 11010 89.9 1100 QQ 06-1/r WA 8111 IA 919 11010 11.1 NIB SO- o � Ire 972 11010 11010 11010 Ito 1100 It00 a n /j � ° '� '% •,y�.-]p` 62-Ire 7100 iw IToo 1160 1100 91.8 t10.0 la,r 'V/•• 918 a 1099 99.7 11610 ».1 toz7 C N / n SA-119. 70.0 797 91.7 W9 7109 664 1 am 101 �'J' 90-112• 91 tin 1100 1mA 110-0 Im6 1100 _. 62-112'96-y4, 7 m.S I= I= 1100 74-1/2' N9 875 103.1 1015 1mA 02. St.,06-1/2' 610 7110 me •608 • 107.4 Le• •81.0 90 qq �•• -1/r 08 n010 899 110.o 1 •100 Ica. 02 8/4• TA 60- 691 920 1100 I0.o S 9 ` • $ PANEL 1Q➢TH PAAEL WIDTH P L VIDTM I/2• 002 727 97.1 88.0 110.0 1 Tv IQ` 86-1/2• =2 e69 638 OI.t 69. Tu I a • SINGLE DDOR OR SIDEUTE MMLE W SD-,r 613 1m2 11610 1 10.0 049 1105 a , 6E-11V 109-8/4• OSb 019 1098 69.8 tin 737 1071 � NOLLION ANCHORS 74-12' -94 711 91.7AT T8O11010 7 R• SEE St1EET 7 �&-E DOOR AT SIDF'I.RE� � W-mr 70.9 10}10 tin Raw OHIO 4pa MID.STILE SEE SHEEP ANCHORS SEE SHEET 7 IM!'ur 114-114• m1 029 m00 a9••• 11010 77•• ••S9FM 24'NAL 7X19 SHEEP 74-1/r S42 698 889 788 1061 000 813 a INTERMEDIATE 5'N1N 50-1/r731 9'18 110.0 •! 1010 •1100 HEAD/ Su M. 684,8.120-2/4' 09.1 786 889 899 100 A U 8•LL 74-,2• 488 061 820 I999 »] 4444•• • SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHLWWWW FOR SINGLE OR DOUBLE LEAF D0OR?fjd1EELTfE3OLD PACITY SEE CHART ON SHEET 0. 4�• V S SHEET 11.3 FOR LOCH CAPACITIES FOR SINGLE AND DOUBLerID&S SEE 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY y gR gg SEE ON SHEEP 7 FOR MULLION ANCHORS CAPACITY SEE ON TMS SHEET FOR MTG. STILE ANCHORS AT DOUBLE DOOR. � � ' LOWEST V FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. E . , .., PRODucfREV(6BD t3 •�. SKY b _ axe coq y m * •�* X0.911 � � 10 � f OEO FRED yEETINO STILE ANC14M AS SHOEIN IN DETAILS AND CHARTS PAB9:L TALON P IDTH I PANEL VWTH PANEL WIDTHOF d*lming 110. INTERMEDIATE ANCHORS TO BE AT e'FROM CORNERS AQypIA•rw�ct'n�OA W98_0 LESO AND 24'O.C.AT HEAD/STLI ghee[ of �V ®12 2/R� I T2/2LECRE 4 / 2 X 2 X 1/4' I C ' ALUM ANGLE—\ Q g EXTERIOR / EXTERIOR INTERIOR ��• I*TrjR�pR ••• • • • HEAD CORNER DETAIL •• • • ••• = • fS511 • • • •^ ••�A•>�ALL CORNER•1�TAD.• ��• CORNERS TO BE SEALED WITH RESIDENTIAL SADDLEcoNSTRnCTtON c_tr Imo.GORN1tR ••••• • $`� LOW MODULUS SILICONE SILPRUF. ••••� �• • ��• ••••• I •�i-n as a X12 31 END !z�' ••• �^ 2X2X 7/l, AL MgPbqb% ;�RIOR •• • 00 SS�ff i EXTERIOR ,0 / Pwsa�e >/ INTERIOR Rg q ! U fi n INTERIOR •'•; r +'AODUCfR6y� k �"yyMoAl� g k PANEL CORNER DETAIL *•' tf�i* Aasemoewe ro3 •n4a $ � b �� ,. ��••.,. s �, / drowinq no. 9TD. SILL CORNER DR7'AD. �y0 W98-01 � � sheet of