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WS-3-18-559, 1284 NE 94 STOREst'`... Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Eva Phone: (305)795-2204 FtoRi"aA Project Address 1284 NE 94 Street Miami Shores, FL SUZANNE JACOBS Parcel Number Applicant 1132050100140 Block Lot: SUZANNEJACOBS 1284 NE 94 ST MIAMI SHORES FL 33138-2947 Contractor(s) Phone Cell Phone RRC DEVELOPMENT COMPANY (305)598-8761 (786)278-2022 Type of Work: REPLACING WINDOWS (15) AND DOORS (3 No of Openings: 18 Additional Info: REPLACING WINDOWS (15) AND DOORS (3 Classification: Residential Scanning: 3 Fees Due Amount CCF $9.60 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $3.20 Permit Fee $280.00 Plan Review Fee (Engineer) $45.00 Plan Review Fee (Engineer) $45.00 Scanning Fee $9.00 Technology Fee $12.80 Total: $411.60 Phone Cell Valuation: $ 15,138.15 Total Sq Feet: 320 Pay Date Pay Type Annt Paid Amt Due Invoice # WS-3-18-66674 03/26/2018 Credit Card $ 361.60 $ 50.00 03/06/2018 Check #: 13967 $ 50.00 $ 0.00 vaauaoie inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Structural Review Structural 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 anc, zoning. Futhermore, Nauthorize the abW-named contractor to do the work stated. March 26, 2018 Authori`I�f�'d Sirature: Ow er / Applican�jl Contractor / Agent Building Department Copy March 26, 2018 1 Miami Shores Village x PIA ILDING `' cRMIT APPLICATION Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 `A BUILDING ❑ ELECTRIC ❑ ROOFING MAR vat', FBC 20 Master Permit No. i,C Sub Permit No. WS 18 — SS e) ❑ REVISION ❑ EXTENSION ❑ RENEWAL -]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 906 ADDRESS: � � � Iy____ Miami Shores County: Miami Dade Zip:��,�`� Folio/Parcel#:_ N, Is the Building Historically Designated: Yes NO ccupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: WNER:Name(FeeSimpleTitleholdeer��`%��'ti� `al��-S Phone#��-% ,'�)\Q) Address: City: \-A iv�-s-j iz. State: I enant/Lessee Name: s_rrtaii: CONTRACTOR: Company Name: Address: Z_Qj<- z N qj Ciiy: Qualifier Name: Phone#: hone Phone#��^y �; r State Certification or Registration Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: value of Work for this Permit: $ �J�<a,� Square/Linear Footage of Work: ype of Work: ❑ Addition ❑ Alteration ❑New Repair Replace ❑Demolition ID {r ?ascription of Work: `' D ov I S % Specify color of color thru tile: Submittal Fee $�%� r Permit Fee $�. CCF $ 60 CO/CC $ T Scanning Fee $ Radon Fee $ -� DBPR $ Notary $ Technology Fee $ 1 ' 50 Training/Education Fee $ Structural Reviews $H 5' :3 Double Fee $ Bond $ _.__....AP,�hnhniM TOTAL FEE NOW DUE $ '3G I 1 GO bonding Company's Name (if applicable) tilonding Company's (address' Cary State ,;ortgage Lender's Name (if iiortgage Lender's Address city state M 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 �-oinmenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating : ,struction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, rURNACES, 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." /Votice 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 vvr'lose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site ;or the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged_ Signature IAA- _ Signature OWNER o ENT CONTRACTOR I he foregoing trument was acknowledged before me this The foregoing�instrument was acknowledged before me this of �� , 20 ,� by �_ ay o%:�C— day-V— 20 by Jw�ho is erso(n"ally known to whto�' personally known to nice or who has produce as as me or who has produced C,, as identification and who did take an oath. NOTARY PUBLIC: R Sign: P r i _ IVET E RODNr ,, t ;cal: (;% �?.caeC: Notary Pub - SI.,:c)rio, .. - ' E My Comm. Exp ay 5, 2016 Commission # FF 119515 Bonded Through N tional Notary Assn. APPROVED BY r Y l .,.:nA /�n1 A\ l identification and who did take an oath. NOTARY PUBLIC: P ri n-1-- Seal: Plans Examiner Structural Review IVETTE RODRIGUEZ Notary Public - State of Florida My Comm. Expires May 5, 2018 Commission # FF 119515 Bonded 11 rouoh National Notary Assn. Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: '3101bllk !�� t4 tall lkr.' Print Name Miami shores Village 'Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 03-06-2018 Permit Number: 18-559 Rejection Comments: 1. Need to revise scope of work under master permit to include the required structural work for the project. The revision should reflect compliance with the requirements of the 2017 Florida Building Code, Existing Building based on compliance method and level of alteration. 2. Cloud in all changes. Do not remove void sheets from set mark as city copy. Ismael Naranjo, BO Building Director Email: bo@msvfl.gov W SH°Res`, Miami Shores Village rd Building Department 10050 NE 2"d Ave. yF�so e F<ORiDA Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 3/8/18 Permit No.: WS18-559 Project Address: 1284 NE 94T" ST. Page 1 of I 1. STRUCTURAL WIND DESIGN MIUST COMPLY WITH SECTION 1620, HVHZ PROVISIONS OF THE FBC 6T" EDITION (2017) , USING WIND SPEEDS OF 175 MPH, FOR MIAMI-DADE COUNTY, FLORIDA. 2. REVISE WIND LOAD ANALYSIS, PER 2010 ASCE-7 STANDARD, AS REFERENCED IN ITEM NO. 1 ABOVE. UPDATE DESIGN PRESSURES AND UPLIFT LOADS ACCORDINGLY. ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 03-06-2018 Permit Number: 18-559 Rejection Comments: 1. Need to revise scope of work under master permit to include the required structural work for the project. The revision should reflect compliance with the requirements of the 2017 Florida Building Code, Existing Building based on compliance method and level of alteration. 2. Cloud in all changes. Do not remove void sheets from set mark as city copy. Ismael Naranjo, BO Building Director Email: bo@msvfl.gov ,SNORES -I% . Miami Shores Village Building Department 10050 NE 2"d Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 3/8/18 Permit No.: WS18-559 Project Address: 1284 NE 94T" ST. Page 1 of I 1. STRUCTURAL WIND DESIGN MUST COMPLY WITH SECTION 1620, HVHZ PROVISIONS OF THE FBC 6" EDITION (2017) , USING WIND SPEEDS OF 175 MPH, FOR MIAMI-DADE COUNTY, FLORIDA. 2. REVISE WIND LOAD ANALYSIS, PER 2010 ASCE-7 STANDARD, AS REFERENCED IN ITEM NO. 1 ABOVE. UPDATE DESIGN PRESSURES AND UPLIFT LOADS ACCORDINGLY. ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE . . ... . . . ... •w •• • • • % •• • • • • • • • • • • • RAMMS CNGINCCRING, INC. ROBERTS. MONSOUR. PE. LIC 11955 CONSTANT 0.00266 GCPI 0.18 VELOCITY ( t) 175 (asd) 136 KD 0.85 Florida Building Code 2017. ASCE 7-10. EXPOSURE "D" BUILDING CATEGORY RISK II LOAD TABLE FOR WINDOWS . . . w 15'- 20'- 25'- 30'- 40'- 50'- 60' w • • MEAN ROOF HEIGHT . _ l-' EXPOSURE ADJUSTMENTS '.85 TOTAL SQ.FT. 11 283.39 MARK DESCRIPTION WIDTH HEIGH SQ.FT. POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE APPR.# 1 F.D. (X) 37.5F--8-0-1 20.83 38.44 -41.86 INT 17-1011.02 2 2- S.H. 42 60 ri 17.50 36.21 -39.44 INT 17-0630.08 3 H.R. (XO) 53 38.375 14.12 39.46 -42.88 INT 17-0411.06 4 H.R. (XO) 53 38.375 14.12 39.46 -42.88 INT 17-041 1.06 5 H.R. (XO) 53 38.375 14.12 39.46 -42.88 INT 17-0411.06 6 H.R. (XO) 37 38.375 4.93 40.37 -43.79 INT 17-041 1.06 7 H.R. (XO) 37 38.375 4.93 40.37 -43.79 INT 17-041 1.06 8 F.D. (X) 32 80 17.78 38.86 -42.28 INT 17-1011.02 9 1 EH::=l 19 26 3.43 40.37 -43.79 INT 17-0630.08 10 H.R. (XO) 53 38.375 7.06 40.37 -43.79 INT 17-0411.06 11 H.R. (XO) 37 26 3.34 40.37 -43.79 INT 17-0411.06 12 CASEMENT 37 50.625 13.01 39.68 -43.10 INT 17-0614.14 13 CASEMENT 37 50.625 13.01 39.68 -43.10 INT 17-0614.14 14 H.R. (XO) 37 26 3.34 40.37 -43.79 INT 17-0411.06 15 H.R. (XO) 37 50.625 6.50 40.37 -43.79 INT 17-0411.06 16 H.R. (XO) 53 50.625 9.32 40.37 -43.79 INT 17-0411.06 17 H.R. (XO) 53 50.625 9.32 40.37 -43.79 INT 17-0411.06 18 H.R. (XO) 53 50.625 9.32 40.37 -43.79 INT 17-0411.06 19a F F.D.(XX) 72 80 20.00 38.55 -41.97 INT 17-1011.02 19b 2-SIDELITES 35 80 9.72 40.37 -43.79 INT 17-1011.02 20 H.R. (XO) 38.375 7.06 40.37 -43.79 INT 17-0411.06 M MULLION (14) X M42 60 1 8.75 40.37 -43.79 INT 17-0630.01 SCOPE OF WORK TO REPLACE EX15TING WINDOWS WITH IMPACT RESISTANT WINDOWS. FOR OPENINGS # 2, 3, 4, 5, G, 7, 8 SEE DETAIL5 IN PAGES 2, 3. SERIES "300" OUT5WING 8' 0" GLAZED ALUMINUM DOOR. L.M.I. NOA: 1 7- 1 0 1 1.02 5ERIE5 "511-700" ALUMINUM SINGLE HUNG WINDOW - L.M.I . NOA: 17-OG30.08 5ERIE5 "HR-7 10" ALUMINUM HORIZONTAL ROLLING WINDOW - L.M.1 . NOA: 1 7-04 1 I .OG SERIES "CA-740" ALUMINUM CASEMENT WINDOW - L.M.I . NOA: 1 7-OG 1 4. 1 4 7. APLICA13LE ZONE: 4 (INTERIOR). 8. RISK CATEGORY II BUILDING. 9, CON5TANT:0.00256 10. GCPI: 0. 18 11.Kd:.85 ® 0 4' 6,�'�� REV I SI ONS 3-16-2018 cr M U O N N Z CO O Mj 0 W ow of �o L U 3� � a= 0 U) N O o z° M U W J z 0 Q � M J �--v- � WM W c J (IfU- U�U) W C 0� Q 0)0 2 O Z� 0 z_ 00 12 D.14' Br. DATE, 03-02-18 SCALE. N.T.S. JOB No. 1284 tE 94th. STREET SHEET oF.3 RAM ENGINEERING, INC. ROBERTS. MONSOUR. PE. LIC 11955 CONSTANT 0.00256 GCPI 0.18 VELOCIT (ult) 770 �N�y� sd) 136 KD �"` 0.85 Florida Building Code 2017. ASCE 740. . EXPOSURE "D" BUILDING CATEGORY RISK II 15'- 20'- 25'- 30'- 40'- 50'- 60' MEAN ROOF HEIGHT 1 5' EXPOSURE ADJUSTMENTS .85 LOAD TABLE FOR WINDOWS 11 TOTALSQ.FT.11 283.39 MAR DESCRIPTION 11 WIDTH EIGH SQ.FT. 11 POS.PRESSURE P.S.F. NEG. PRESSURE P.S.F. ZONE APPR.# 1 F.D. (X) 37.51 80 1 20.83 38.44 -41.86 INT 17-1011.02 2 2- S.H. 42 60 17.50 36.21 -39.44 INT 17-0630.08 3 H.R. (7X707) 53 38.375 14.12 39.46 -42.88 INT 17-0411.06 4 H.R. (XO) 53 38.375 14.12 39.46 -42.88 INT 17-0411.06 5 H.R. (XO) 53 35E375 14.12 39.46 -42.88 INT 17-041 1.06 6 H.R. (XO) 37 38.375 4.93 40.37 -43.79 INT 17-0411.06 7 H.R. (XO) 37 38.375 4.93 40.37 -43.79 INT 17-041 1.06 8 F.D. (X) 32 80 17.78 38.86 -42.28 INT 17-1011.02 9 S.H 1 19 26 3.43 40.37 -43.79 INT 17-0630.08 10 H.R. (XO) 53 38.375 7.06 40.37 -43.79 INT 17-041 1.06 11 H.R. (XO) 37 26 3.34 40.37 -43.79 INT 17-0411.06 12 CASEMENT 37 50.625 13.01 39.68 -43.10 INT 17-0614.14 13 CASEMENT 37 50.6251 13.01 39.68 -43.10 INT 17-0614.14 14 H.R. (XO) 37 26 3.34 40.37 -43.79 INT 17-041 1.06 15 H.R. (XO) 37 50.625 6.50 40.37 -43.79 INT 17-041 1.06 16 H.R. (XO) 1 53 50.625 9.32 40.37 -43.79 INT 17-0411.06 17 H.R. (XO) 53 50.625 9.32 40.37 -43.79 INT 17-0411.06 H.R. (XO) 53 50.625 9.32 40.37 -43.79 INT 17-0411.Ob F.D. (XX) 72 80 20.00 38.55 -41.97 INT 17-1011.02 F2O 2-SIDELITES 35 80 9.72 40.37 -43.79 INT 17-1011.02 H.R. (XO) 53 38.375 7.06 40.37 -43.79 INT 17-0411.06 MULLION (1 X 4) 42 60 8.75 40.37 -43.79 INT 17-0630.01 SCOPE OF WORK TO REPLACE EXISTING WINDOWS WITH IMPACT RE515TANT WINDOWS. FOR OPENINGS # 2, 3, 4, 5, G, 7, 8 SEE DETAILS IN PAGES 2, 3. SERIES "300" OUTSWING 8' 0" GLAZED ALUMINUM DOOR. L.M.I. NOA: 1 7-101 1.02 SERIES "5H-700" ALUMINUM 51NGLE HUNG WINDOW - L.M.I . NOA: 1 7-OG30.08 SERIES "HR-7 1 0" ALUMINUM HORIZONTAL ROLLING WINDOW - L.M.1 . NOA: 1 7-04 1 I .OG SERIES "CA-740" ALUMINUM CASEMENT WINDOW - L.M.I . NOA: 1 7-OG 1 4. 1 4 7. APLICA15LE ZONE: 4 (INTERIOR). 8. R15K CATEGORY II BUILDING. 9. CON5TANT:0.0025G 10. GCPI: 0. 16 11.Kd:.85 REVISIONS a � M e U z00 0 .. •• • l�/1 •••••� LLJ m m J W ... ... /\ /j•N•7 .. .. Z.. .. .� � • O •••r• •• • • • Ci 0m N O oZ m W J e m m O 2 "5 IN CONC FILLED CELL. TWO EACH SIDE OF NEW OPENING UJ 8"x8" C< COLUMN 145 IN CONIC FILLED — CELL. TWO EACH SIDE 1 05 IN CONC FILLED — CELL. TWO EACH SIDE 8"x8" CC COLUMN O ® O ELEVATION "A" NO , O U 8"x8" CONC. COLUMN W/ 2 "5 VERT: AT EACH SIDE OF THE OPENINGS DOWEL 6" EPDXY 0 FOOTING AND EXISTING TIE BEAM. EXISTING BEAM ouu ouu o .. .. 'y:�_.:h• :.,:a �•.JI III.. .. 'n�'':i�'.'..,>a '.JI It'.... 8" CONC. SILL WITH (2) 04 REBAR EXISTING CMU WALL ----------------------------- EXISTING FOOTING ----------------------------- ELEVATION "A" 8 PARTIAL STRUCTURAL PLAN _ Aoo 8" X 8" COLUMN d • d �•` WITH 2- #5 VERTICAL. 8" X 8" COLUMN DETAIL. J .r REVISIONSI �r e M m Z o� •• Li •• • O J • • .• ••• •• J— r� • f-•-F Ej • �j•� • • L 0- 6 o Z U W J z O Q J 00 F-- CIOWci W c � J f— LL- U) C -r— W VJ O L.c/) Z — oa CN 12 D.R.-----'' I 2fM W "th. STRIMT SHEET 0F.5 2 PROVIDE (2) 5 IN GROTED CELL AT EACH SIDE OF THE OPENING DOWEL b" EPDXY a FOOTING AND EXISTING TIE BEAM. EXISTING BEAM 8"x&" CONC. LIP (2) 04 REE 8"x8" CONC. 511 WITH (2) 04 REE EXISTING CMU U OWITH 2 �L I ( ----------------------EXISTING FOOTING- ELEVATION "B" ITEL 8"x8" CONC. AR WITH (2) 04 F ,L 8"x8" CONC. SILL — AR WITH (2) 04 REBAR ALL EXISTING CMU WALL PROVIDE (1)5 IN GROTED CELL AT EACH SIDE OF THE OPENING DOWEL b" EPDXY 0 FOOTING AND EXISTING TIE BEAM. PROVIDE (1) 5 IN GROTED CELL AT EACH SIDE OF THE OPENING DOWEL 6" EPDXY *FOOTING AND EXISTING TIE BEAM. UK ke --____--EXISTING FOOTING ---- f------------- EXISTING FOOTING PROVIDE lU 5 IN GROTED CELL AT EACH SIDE OF THE OPENING DOWEL 6" EPDXY 9 FOOTING AND EXISTING TIE BEAM. ELEVATION " ,il Try UCTU r<,, "FRCS\lED �l -,-- - Lv 1 Al'/ I � (0�c I REVISIONSI a U z� o m o • ..n �4 .. J Lj .2O .. X r .. • . • �� y M ram•. o L r• • �1j� n,.. f C� to N N � U3 v O Z m� W J Z O 00 Q M uw, j M J a�LL UU)U) �w 0 Q G)O 2 O ZU) Z 00Q N� D.I`"W er 112&4 NE 94th. STREET 5 or-,3 . I— . LxiST'N(r POOR T C- w F njc�a1' z. i2 f f I 1 1- I may, 0 =9000VL Mtof.-Ly V Cif i � CS L.oc.k t y+i 4! 1 10 . ��. [L' 94-�� I .,X'`A-ew4ove, dap o- J�U l `\ Dom V AID �� G� C i,+�t;,• sy L e 00 isle _ 1 1 II fvr, MAO t� boa S j 4; Iv LDG (C �o2i►0 P)IJ 6 .fir �---�► �'! . _ . _ _ 1�--J l L c -,J Ci, cu 164io4$ �-- �,� i 1 Jand 3 Scope 9 � Work, c,$ s4oW&I I .'erec►r1 s ••raZi�•• 7•Yie• • ••ss•• • seirt •••i=•I srt••i7• •r�it•T• • ski• • •••••• i•'ilr• A • • • •th s • too* •• 7•••• M IAM I-DADE MIAMI-DADE COUNTY ` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv ii astres; t070 Technology Drive North Venice, FL 34275 C1'.,.3 . 'l his 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 yiam j-Dadc-�N pty RER ; Product Control Section to be used in Miami Dade County and other areas whe%,allalved by.the Authority.' I laving Jurisdiction (AHJ). ..... • . • .. ...... This NOA shall not be valid after the expiration date stated below. The Mmntt -,"ade County Proch4..; Control Section (In Miami —Dade County) and/or the AHJ (in areas other than MiAM±-Vade Cbti'hly) reserve the right to have this product or material tested for quality assurance I purposes..f ifiis product*or materiaV • .... ..... fails to perform in the accepted manner, the manufacturer will incur the expense pf%4+ testiII.g.-.2tn..d the . may immediately revoke, modify, or suspend the use of such product or materW.within their jurisdiction..* RRR reserves the right to revoke this acceptance, if it is determined by Miami—D;de County Product Conard•:• ...... Section that this product or material fails to meet the requirements of the applicalle bjiijding Code. ;, 0, 0; This product is approved as described herein, and has been designed to comply 'JGith'the F1860.Building Code, including the High Velo�i� DESCRIPTION: SerreV'_S_H-700" Aluminum Single Hung Window — L.M. . APPROVAL DOCUMENT- Drawing No. 4040-20, titled "Alum. Sin le b mdow, Impact", sheets I through II of 11, dated 09/01/05, wi , prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bear' Product Control Revision stamp with the Notice of Acceptance num piration date by the Miami -Dade ou duct Control Section. MISSILE IMPACT ING: Large and Small Missile Impact Resistant. LABELING: Each unit 'shall bear a permanent lab anu acturer's name or logo, city, state, model/series, and following sta e ami-Dade County Product Control Approved", unless otherwise noted herein. RENFWAL 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. 'FERM.INATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. Thee submitted documentation was reviewed by Manuel Perez, P.E. ,r NOA No. 17-0630.08 Expiration Date: March 26, 2021 ! Approval Date: November 30, 2017 V PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through I I of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • 13. TESTS • • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading tH?BC, TnS202-94 2) Large Missile Impact Test per FBC, TAS 2Qj; V4 • •, ; • • • • 3) Cyclic Wind Pressure Loading per FBC, TA_&203-94'....' ..... along with marked -up drawings and installation diagram of f'1;W. slidiM glitss door,• • • a PVC fixed window and an aluminum sliding glass door, u '*1*.*Kodispace 4SG ITS%' spacer system, Duraseal° spacer system, Super Spacer® NX1:TM tpacer systejn and XL. • EdgeTM spacer system at insulated glass, prepared by Fenest;atiait Testi;gT_a6oratcry,,� Inc., Test Reports No. FTL-8717, FTL-8968 and FTL'8970, daltd..'11/16h15, ' 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,01'.E. (Submitted under previous NOA No. 16-0714 06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 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-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, 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 e;0630.08 z P.E. Product Coutro Efiner NOA No. Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 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 L"gespada, . .... ...... (Submitted under NOA No. 05-1018.01 • • • 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2M•1:-94 2) Cyclic Wind Pressure Loading per FBC, TA.,', 2b3-94 • •, • ; • • • •; along with marked -up drawings and installation diagram of an akxninunlcixgie hung... window, with fin frame, prepared by Fenestration Testing Laft&mry, InC.; hest 00000 • Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and ITOS705 respectively, ' • • both signed and sealed by Edmundo Largaespada, P.E. ....0 . . :..... . . (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 FBC TA§ 102-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 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-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) A anttel ere P.E. Product Control Exa finer NOA No. 7- 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verificat' culand structu l analysis, complying with FBC 51h Edition (241 a FBC 61h Edition (2017), ated 06/22/17, prepared by manufacture signed and sealed by Anth Lynn Miller, P.E. 2. Glazing compiie tl� ASTl_M E1-38 - 4 • • • • 1). QUALITY ASSURANCE • .... • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (DER); • • ; • •••••• •• •• •••••• MATERIAL CERTIFICATIONS • • • • 0 • • • • ; • • •: 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Clibmia�l Codw Rn (MA)... for their "Saflex Clear and Color Glass Interlayers" dated 631t7116, eypi�p'tng on • •. • • • 05/21/21. '• •• •' ' •'•"' 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Anferita; Incjor heir • •„• "Trosifol® Ultraclear, Clear and Color PVB Glass Interlake ;s ' dated Ili/i-9/17,: • • • 0: expiring on 07/08/19. • • • • • F. G. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-032.2.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, 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. (Submitted under previous NOA No. 16-0714.06) OTHERS L Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. Mahn r z, P.E. Product Co roI E aminer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 NOTES: IMPACT SINGLE HL;iNG FLANGED AND .NT=GRAL FIN WINDOWS 1. GLAZING OPT':ONS(SEE DET A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL PVB (BY KURARAY AMERICA, I '4 OR 090" SAFL'" Y EASTMAN CHEMICAL COMPANY) MI CONSISTING OF (1) LITE OF 1l8" ANNEA_E A 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL' PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL' PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 1. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL�PVB (-BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL' PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFO PL�VB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIRSPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX (1/1, V WAND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, 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. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. CCDES I STANDARDS.SED: •2017 FLOR:DA BUI:.D.NG CODE iFBC1.. 6TH ED":ON •2014 FLORIDA BUI LD:NG CODE (FBC). 5TH EDIT;ON •ASTM E130^--04 •ANSI/AF&PA NDS-2D15 FOR .HOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM-2015 •AISI S100-12 •AISC 360-10 NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS ........ ....2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... B-11 Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi Elco UlttaCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-TS Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 1 33 ksi 45 ksi 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. ARE NOT REQUIRED. 6. FRAME WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL • • • • • • • • • • • • 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. • • • • • • • • • • •• • • • • ••• • 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COM INCL619ING THE HK4H VEL•OCprY • • HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAP%(G-LIW ALLOWJD. • 1070 TECHNOLOGY DRIVE 'W-M • • • • • • • • N. VENICE, FL 34275 GENERAL NOTE& • • • • • • (941) 480-1600 FBC2017. CERT. OF AUTH. #29296 ALUM. 9INGLENUNG WINDOW, IMPACT COPVR IGHT 1> ✓ - $ D.AlpW T.P0T',"�.w;; a'EsN0" SH700 NTS 1 s 11 4040-20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED es •C. p4Yi,-.g with the F1366 Braiding CodC EIA eP -M No S'.wimtipn Hate z rG �. `t\1lttttll� LTIV/V T * : No.5&705 0. ITA 47 C. 01111111 A. LYNN MILLER, P.E. FL P.E.# 58705 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED 5/16" NOM. ,TED GLASS 80,81 or 82 �/ 71-74 112" NOM. GLASS BITE 1/2" NOM. GLASS BITE Part# Description Material 71 ,Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nXTwith Hot Melt Butyl See this for 73 Quanex Duraseal Spacer Sheet Materials 74 Cardinal XL Edge Spacer 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 83,84 or 85 71-74 a EXTERIOR INTERIOR (ALL SECTIONS) KURARAY TROSIFOL 112" NOM. PVB INTERLAYER GLASS BITE or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER r .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7/16" LAMINATED AIR SPACE AIR SPACE 118" ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS 13/16" NOM. 13116" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 1/4" NOM. FOAM 3M6" NOM. POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT L EXT.GLASS EXT.GLASS EXT. INT.GLASS INT.GLASS T1 KODISPACE 72 SUPER 4SG TPS SPACERONXTT"" THrs SHEET. ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. 5/16" NOM. SEAL BUTYL g, SILICONE SEAL 31CCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS INT. GLASS • • • • • • • • • • w IN1T•GLiSS• • • • •• ••• •• • • • •• DURASEALO ;LEDGE TM T3 SPACER 7d SPACER • ••• • • • 370 TECHNOLOGY DRIVE N. VENICE. FL 34275 IN D47AIJ : : • • • • (941)480-1600 • • • • • • CERT. OF AUTH.#29296 ALUM IINGL&MNG*t 4INDOW,0IMPACT COPYRIGHTOAtr ® lY1Wblt' !ems ® wMY�/fa RESERVED —USMES.M. SH7W Full 2 - 11 M0-20 � L RIGHTS RESERVED • • • • • • • • • • • •• •• • • • •• •• 'Ci1md LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. rGD?iC1' Ii5'JISF:? s cem.y g with the Florida tiitdiDg Co_+e - c intRGcm XpiF3t!(ht DOSat E III I111 / a0_NY.LY/V * ; No. 58705 -v = �0 1 V Q,�'•. ETA of �': ' NAL ENG\\• A. LYNN IE15Lt�R, P.E. FL P.E.# 58705 1/1 FLANGE O INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION SED ON FLANGED WINDO TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 3" 1 66" 68" 70" 72" 48" A , M +80.0 -80. 80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0'. 50" A,B,M +80.0 -80.0 +80.0I -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 52" A,B,M +80.0 -BO.O +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 531/8" A,B,M +80.0I -80.0 +80.0 1 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 UP TO531/8"' C,D,E,F,G,H,I,J,K,L +80.0. -80.0 +80.0 -B0.0 +80.0 -80.0 +80.0 -80.0 +80.0 74" TABLE 1 76" STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH7 GLASS TYPE 38 3/8" 44" 50 6/8" 63" 72" 74" TABLE 2. 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 1 +70.0 1 .70.0 +70.0 -70.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO63118" C,D,E,F,G,H,I,J,K,L +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 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3 BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) WIDTH I GLASS TYPE 1 17 118" 1 22 11/16" 28 3/16-' 33 3/4" 39 5/16" 4413/16" 60 3/8" 5516116" 53 118" D,E,F,J,K,L4 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +70.0 -70.0 1 +70.0 -70.0 +70.0 -70.0 +70,0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. 5/16" LA -(/8"A .090,1/8"A) ,l FTI-4647, 4648, 4723, 4957 B. 5/16" LAMI-(1/8"A,.090,1/8"HS) FTL-1647, 4648 C. 5/16" LAMI -(1/8"HS,.090,1/8"HS) FTL-4647, 4648 D. 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL-4645, 4885 E. 7116" LAMI - (3/16"A,.090, 3/16"HS) FTL-4645 F. 7116" LAMI - (3/16"HS,.090, 3/16"HS) FTL•4645 G. 13116" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAW - (1/8"A,.090,1/8"A) FTL-4646, 4723 H. 13/16" LAMI IG - 1/8" T. AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4646 I. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,118"HS) FTL-4646 J. 13/16" LAM] IG - 1/8" T. AIR SPACE, 7116" LAM[ - (3/16"A,.090, 3/16"A) FTL-4649, 4650 K. 13/16" LAM] IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4649, 4650, 4958 L. 13116" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL•4649, 4650 • • • • • • • M. 13/16" LAM] IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A) FTL-5063 • • • t • J ti= W MEETING RAIL: IT, 1 X" SF I "O" HT. MEETING RAIL 1 AS H �T. .0- MINUS SASH HT. Hj T. MEETING RAILSS H t • • • NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER &-%?l 104/jN f4 -Alms PtGi;iIV.�pESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY • • • • • • • • 5. REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DP 1070TECHNOLOGY DRIVE ° ��•� �i , �^ • • • • LIMITATIONS. N. VENICE. FL 34275 D6SIGA:PR&S§iUJ:ic4i JR ' I OSIOS/17 I G I NO CHANGES THIS SHEET. (941)480-1800 Twr a so• CERT. OF AUTH, 929M ALUM. SINGLENVNG /VI COPYRIGXTOMIT • � �� 1°Ot "m "'O"sT"'�• wa - rtworts rsESEaveo SH7aO NTS 1 3 - 11 IMPACT 4040-20 t'RODUCT REVISED 4s complying wilbaw Fkaft BmI&ing C.&e q� Ac,epUmic No ��o.pOlt� E�.aratk�r Daier yvZ ) `aONY•.LYIVIV ...S ` ��.-•' • •LICENE * i No. 58705 AL rcNG``� A. LYNN IA� ILLER,`P.E. FL P.E.# 58706 ••• • 0 0 ••• 0 0 53 ',/8" MAX. FANGED 1VIDTH ��y--. i---- 52 1/8' VAX. i.F. 1�JID-:= Iiia1 49 5/8" MAX. FIXED DLO (ALL) I D 75"AX. A A I.F. SEE DLO F. TABLE III — �� D � HELGH SEE DLO A; HEIGHT 76" KJAX. FLAN ED 7/16" HEI 38 T SEE DLO TABLE X SASH (MAX.) / HEI HT 48 1/4" MAX. LO ALL DETAIL A 1/1 B 75" MAX. � I.F. SEE DLO HEI HT TABLE O j 76" MAX. FLANGED HEIGHT SEEDLOTABLE X / I cncN DETAIL D VIEW (CUSTOM SASH) TABLE i„� O 76" MAX. FLANGED HEIGHT SEE DLO SEE L NOTE 4 LollTABLE DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE O j SEE DLOi ABLE j X j E +, 1 75" MAX. I.F. E-j HEIGHT 76" MAX. FLANGED HEIGHT 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) C — ° MAX. i%/ 75" C SEE DLO HEIGHT TABLE O 7o J1 76" MAX. FLANGED HILO HEIGHT SE TABLE X DETAIL C RADIUS TOP (STANDARD SASH) PRODUCT REVISFZ as c0ilPlyiN with Lie Fkwi& l3uiiding Code ACDeptaDct� ND I p. 6.3_p. p Fx1lir lthxe 2}ate NOTES: • •' • • • . • • • •• •` �`>,�.......... UCENSF •., �� 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • • •: : ��•.•'• 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. • • • • • • • • • •• _ * No. 58705 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. • • • • • %AO ••ATE 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 • • LEVAT S • i� ' A-•- ' S `-.., RIDA-.•--:\` ��''S��NAi aa. R'"^'� • • ',4LLIM..9iIvGEEFIU OVVIIV OW, IMPACT �\ JR OB m, G NO CHANGES 7F1/S SHEEC CERT 01FAUTt #28298 COPVRIGH70]011 � • b+ l W' A. LYNN MILLER, P.E. �^ K F.K. ,9 5V1R75 -7 J.J. Dix ?/23A77 PGT NDDGTREG. NC. uLR�GM3RE5MM 0 • • sH7AD NTS 4 • 11 4040 20 p• • G FL P.E.# 58705 • • • • ••• • • • • • • • • 0• • • • • 2.7 84" �J INSIDE MAX. FIXED ] g OR 17 LITE DAYLIGHT OPENING 25 l741 NOTE: MIN. 1) SWEEP -ATCH AT VENT CENTERLINE OR r� �� OPTIONAL BOT'OM '-OCKS, (1) 6" FROM EACH SIDE OF SASH. 26 27 INSIDE i I MAX. VENT DAYLIGHT OPENING I HEIGHT 21 I 2.946 HIGH OUTSIDE I SILL MAX. VENT 49 DAYLIGHT HIGH SILL OPENING 1 OG ! (LOW SILL) SEE NOTE ABOVE 12 ULTRALIFf ONLY SECTION B-B (LOW SILL SHOWN) I JR I OtiW17 I G I NO CHANGES THIS SHEET. I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH INTEGRAL FIN (I.F.) FRAME SECTIONS 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT.OF AUTH. #29296 CCVVRI T-017 u LOW SILL HEAD 2.710" I.F. FRAME fj �I7 OUTSIDE INSIDE (HIGH SILL) U 54 64 i1'�T• • tJLTRq 1 • • •';SE�JIONC-C 12 ONLY • • • • � • •f�,DIUS TOP ;ILL (HEAD DETAIL -FLANGED V --r IECTION% • • ILUM. SnVbE1dUWGW1NWVj,F wnieee: • • ems sort Swoo HaA 1 5 + 4 4 • 4040-20 NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16 1 2.710" PPODUCT RE.VSSi -) ns .—Plying with the Flodh. 11"ilding Co& A—ptzn, Tl.17-06$D.< ()Nr.L .1NIV F1 •' UCENSF ••. �� '�_ * •: NO.58705 P)7%0SA �SS��NAL tENG. A. LYNN MILLER, P.E. FL P.E.# 58705 • • • DWG.# DESCRIPTION PGT# 4002A. FLANGEFRAMEHEAO 6'2225 -. 1155 -- ---._.__-- --- #8- Q- X 1.000 UAD- PN. SMS I 781 PQAOA 4003C FLANGE FRAME SILL (LOW SILL) 612226 1626 ADHESIVE OPEN CELL FOAM PAD 7PA01626 4004 FLANGE FRAME JAMB 612227 4025 SASH STOP 612244 4025 SASH STOP (EGRESS) 1.125 LONG 612244 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11/16" 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 #8 X.750 PH. PN. SMS 7834AA BALANCE BOTTOM BRACKET 7BALTBKT )85/1086 SASH TOP GUIDE 42504 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 1080-1 BALANCE COVER, 11116" 6BALCVR670 4053 SASH STOP COVER 64053 4029-1 SASH BRACKET 7ULBRKT #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X121'PF} 4054C FIXED MEETING RAIL 64054C 4006C SASH TOP RAIL 64006 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 1096 SWEEP LATCH 71096 1016 #8 X.625 PH. FL. SMS 7858 4007 SASH BOTTOM RAIL (LOW SILL) 612230 1226 WSTP., BULB VINYL 6TP249 4008 SASH SIDE RAIL 612231 1268 SASH FACE GUIDE 42501 1622 LAMI SETTING BLOCK 3132" X25/64"X 1" 71622K 1052 LAMI IG SETTING BLOCK 1" X 3/4" X 1/16" 71052K 37 1 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247WK 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 64039E 42 4044B GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAW I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 54073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. S VER.) 61014 56 1630 SCREEN CORNER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480.1600 O vwi7 lo NO CHANGES rHiS SHEET. CERT.OF AUTH. #29296 ._ _ COPYRIGHT0101) ITEM DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPINE-.135 DIA HARD 61635K _....----- -- '—...- , 61 SCREEN CLOTH 51816� i 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 112 -7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 791, 899, 995 OR GE 7700 80 A GLASS, 6116" LAW, (1/8"A.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAMI, (3/16"A.090 PVB,3/16"A) 84 E. GLASS, 7/16" LAMI, (3/16"A.090 PVB,3/16"HS) 85 F. GLASS, 7/16" LAMI, (3/16"HS,.090 PVB,3/16"HS) 86 G. GLASS, 13116" LAMI IG; 1/8"T, AIR SPACE, 5/16" LAM], (1/8"A.090 PVB,1/8"A) 87 H. GLASS,13/16" LAMI IG: 1/8'7, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAMI IG; 1/87, AIR SPACE, 5116" LAMI, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/16" LAMI IG; 1/6"T, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3/16"A) 90 K. GLASS, 13/16" LAMI IG; 1/137, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3/16"HS) 91 L. GLASS. 13/16" LAM[ IG: 1/8"T. AIRSPACE. 7/16" LAMI. (3/16"HS..090 PVB.3/16"HS) 2.784 J- , 1.830 .062 A 47 FRAME, I.F. HEAD #4071A,6063-T6 48 FRAME, I.F. LOWS ILL #4072A,6063-T6 2.374 .062 NOM THICKNESS 4.(71 2.71 .062 NOM • • • • • • THICKNESS • • • • • • • • • • • • • • • • • • • • b'RRfYIE, I.F. JAMB 49 FRAME, I.F. HIGH SILL •• 5a : #407a6, 6063-T6 • #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) � �� nA ETC IN G•YT • • • . • fCLIM. SIWLgF HUNG rVjNDQV6r IMPACT wMn! • 404 SH700 Nr3 �6 tea. •4040-20 • PRODUCT REVISFD . rnr.,piypgs with ft Florida 9tuldwg Code A-c ptu. N. 177Ub t. ptAy LyNN No. 58705 STA 0 i Cis �'•:c<ORIDA,.-'G�� A. CON ALLVP.E. FL P.E.# 58705 2.784--{ 1.363 - 062 O FLANGE FRAME HEAD #4002A, 6063-T6 1.749 2.710 .062 O FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) -1 1.342 (+- .062 2.155 21 FIXED MEETING RAIL #4054A,6063HD-T6® 4 � 1 .062 2.830 2.330 I----2.7sa--� O FLANGE FRAME SILL (LOW) #4003C,6063-T6 1 062 .490 1.513 738 .040 OSASH STOP SASH STOP COVER #4025,6063-T5 1 #4053,6063-T5 2.279 --{ 1i os2 23 SASH TOP RAIL #4006C,6063HS-TS .062 2.941 3.446 �- 2.784 --�{ 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 2.326---1 TjII I 2.638 .062 68 SASH BOTTOM RAIL (HIGH) #4051A,6063-T5 I JR I OaM17 I G I NO CHANGES THIS SHEET. I 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OF AUTH. 929296 CCvva-.17 2.326 �I 1.979 EO2 IF FRAME (1 or 47 � 2 6 or 50 6or50 S A_AFT ALONG --NTIFE jQf%7 , .F. FRAME SEALANT OR GASKET\- � AT HEAD AND SELL \V( VIEW D-D VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .050 I 1.165 � �-� .678 1.096 -T osz 1.3as GLAZING BEAD, 5/16" 41 #4039B, 6063-T5 28 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 .050 ' -.678 1.096 1 --II T GLAZING BEAD 7/16" 31 SASH SIDE RAIL #4008,6063-T5 .050 --L 678 "096 --(��{ 42 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) O#4222,6063-T5 I .683 OrUO �T8 • • O.1 •: (, �I p]I(�[; BEAD, 13/16" IG 1.115 • • • • •�� •_•�• #4�067, 6063-T5 45 GLAZ111G BEAD, f/J • : •; • #985C, 6063-T5 • • • • • • (USED W/ GRILL KIT) �utf. S • L:EICU G;V1Afl , IMPACT • • w SH700 H& 7 1641 I• •• 4NO-20 • • • • • • ••• • • WELD ALONG SCREW BOSS (2) PP (.,DUCT RE;VISU) .5 Complying with ft Roma liuiiding Code ACCeptptt too/7-o`ZD ONY.LYNN No.58705 - 2sct-TE 0 A. FL P.E.# 58705 ANCHOR FLANGED WIN TABLE I, WINDOW HEIGHT j SUBSTRATE. 28.60 34.603 40.603 46.603 52.603 1 58.603 64.6 76.000 ANCHOR TYPE: p O Z O Z Z O Z Z O N�oOf Z Z NU 0 p oN ONO U Z vO"l ZWINDOW GLASS O O O O O O Q OO O OO O O ON OV O WIDTH TYPE � �i 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 H,I,J,K,L 1 2 1 1 1` 2 1 1 1 2 2' 2 12 2,2 2! 2 2 2 2 22 2 2' 2 2 2 2 2 2' 2 2 2 2 2 2.22 22 3 2 2 3' 3 D12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2,1 11,2 2 2.1 2 2 2 22 2 2 2 2 2.2 2 2 2'2 2.2 2 2,2 2 2 2 2 2 2:2 213 2'2 3i3 C,D,E,F,G, 24.000 H,I,J,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 2'2 2 3 2 2 2 2 213 2 2 2,3 3 3 2:2 3,3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 1 2 1 1 1 2 112 1 2 112 2 2 1:2 2 2 212 2 2 2 2.2 2 2 2 2:2 2 3 2 2 212 2'3 2 2 2 3 3 3 2 2 313 C,D,E,F.G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 1 2 112 2;2 2 3 1 2 2.2 2:3 1 2 2 3 213 2 2 2'3 2.3 2,2 213 3,3 2 2 3.3 3..4 3;2 3 3 3 4 313 4;4 1 1 1 1 2 1:2 2 2 12 22 2 3 1:2 2 3 2i3 2.2 2;3 2 3 2 2 2:3 3 3 2:2 3 3 3i4 3 2 3 3 3,4 3;3 4 4 C,D,E,F,G, 1 1 1 r2� 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.0001 H,I,J,K,L 212 1 2 2 2 1,2 2`3 2'3 2 2 2;32i3 2i2 2 3 2I3 2 3 2 3 3:4 2i3 333 4 3 3 3,4 315 3 3 4.4 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2.2 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 ANCHORAGEN S: ANCHOR TY-ES: 1 - t14" ELCO I, TRACONS ORVJ 2 SCrEWS IN .0 META_ 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE W TH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. 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,I,J,K,L 2{2 12 2 2 2I3 2 2 23 2 3 2 2 2 3 2:3 23 2:3 2 4 2 3 3 3 3 4 2;3 3 4 3 5 3 3 3'4 4,5 3 3 4;4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 1'2 2 2 23 2 2 2:3 2 3 212 2 3 2:3 2 3 2,3 2 4 2 313,3 3 4 2 3 3 4 3,5 3 3 13 4 4 5 3;3 4'4 TABLE KEY: PSF 79 M4X. 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) 118 44.00 H,I,J,K,L 2 2 2 2 2 2 2 3 2, 2 2 3 2 3 2' 2 3 3 214 2, 3 3 3 3 4 2' 3 3 8 3 4 2 3 3.4 3. 5 3 3 4 4 5 4 4 5 HEAD 2 M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE 2 3 ,A _ _ _ 2 2 2.2 2 2 2 3 2 2 2 3 2,3 22 3,3 2';4 2;3 3,31314 2 3 3,3 3 4 2 3 3 4 3.5 3 3.4 5 3 4 4;5 MTG. RAIL PSF 79 79 JAMB BELOW PPODUC-rREVISEED ns _'noy'n* with ow AWN% ti) ¢g Code C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2[34 2 2 2 2 2 3 2 2 3 2 2 MTG. RAIL -__ ._.... El irn48.000 H,I,J,K,L 212 2 2 2 2 2 3 2 2 2; 3 3.4 2; 3 3 3 3' 4 2 3 31 44 2 3 3 4 3 5 3' 3 3 4 3 5 3,3 4j 5 4 6 3' 4 5' 52 2 2 2 2 2 2 2 2 2 2 2 (FULL DP) aB'M211 2 2 2 212 2 3 2 2 2:3 3;4 2 3 3,3 3'i4 2 3 31.4 2 3 34 35 3 3 3 4 3 5 3 3 4'5 4 6 3:4 515 JAMBABVE 2.3PSF 72 79 79 •••••MTG. RAIL C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 p1.. LYN , — - _ __ • • 3• i _ 3�. • • • JAMB BELOW �a�.. ICENMQ 53.125 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2; 3 3 4 2 3 3 4 3f 4 2' 3 3 4 3 4 3 3 3 4 3 5 3 3 4• a 3.4 a 4.� ai 5 •• N(1G. RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3• 2•. • SEE TABLE 1 FOR =* ;' NoNo. 56705 *= AB,M _ "1 2j 2 2' 2 2 2 2 3 2 2 2' 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 31313.413 5 3' 3 4 4 4 5 3. 3 4' 5 4 6 3 4 4 5 *FULL DP _ D 1070 TECHNOLOGY DRIVE • • _! 1 i N. VEN ICE, FL 34275 VVCHOlZQ6E PACING, 1/1 WINDOWS %A�,�.'•. srnr •',W�� (9411480-1800 • • • • '��s •'R,<OR10P -' ��: JR� O�OfiN7 G NO CHANGESTHIS SHEET. CERT.OFAUTH.M2W ALUM. SI t€4 G;NlkDt) IMPACT �,,0* fAPYRNiHTOR¢f) • • °�` ib • A. LYNMIfyI{i�P.t. —F.BKF. D.•: —7 7 —21 PGriRDusTRes.iuc ® g}npD NTS 8 j1• • • 4040-20 G FL P.E.#56705 F.IC 7119/OS J.J. 2/234%7 ALL RIGNTG RESERVED • • • • • • • • • • • • • 0 • • • • • • • • • • !ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76,000 ANCHOR TYPE. o O NO U Z �O'�ONO`�O U U ZMO U o' 2 U Z U U ZMO 0C U o 0 U �0 Zj U U zc•�O 0C4 U o' 3 U z �0TONO U U zc7O U o 3 U z O�0C" U U zcgO U o, U Z �O—oC40 U Zc�O o U Z "ci—ONoNo�0 U Zo•>O o U Z U z WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2' 2 1 2 2 1 3 2 1 2 1 2 1 3 2 1 3 2 1 22 1 3 2 A,B,M 1 1'1 1 1'1'1 1 1 1 2''2 1 2,1 1 2'2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2`2 1 2'2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2'2 1 3 2 1 3 2 1 2'2 1 32 PSF 79 24.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1' 1 1 1 1 1 2 2 1 1 1 1 2' 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2! 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 —2 1 3 2 1 3 2 1 2 2 1 3,2 A,B,M 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2'2 1 2 2 1 2 2,2 1 2 1 2 2 1 2 2 1 2'2 1 2 2 1 2 2 1 3'2 1 3 2 1 22 1 3 2 1 3i2 1 2 2 1 3 2 1 3 2 1 22 1 32 1 1 PSF 68 77 32.000 C,D,E,F,G, H,I,J,K,L 1 ill 1 1.11!12i22;22:223222',23,32,233333233332,23;34I33.24,3433'1124.3 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 ABM 1 1 1i1 1 1 1 1 2'2 1 2,2 1 2;2 1 2 3 1 _ 2 2 1 2 2 2 3':3 1 2 2 1 3':3 2 1-1. 3.3 1 3,2 1 3.3 1 3,3 1 212 1 3.3 1 413 1 3 2 1 4,3 1 4,3 1 3.2 1 4;3 1 1 PSF 59 67 79 37.000 C,D,E,F,G, H,I,J•K,L 1 1 1' 1 1 1 1 2 2! 2 1 2: 2 1 2' 2 2 2 3 1 2; 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3' 3 1 3 3 2 4' 3 2 3 3 1 3' 2 2 3 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3 2 2 4 3 1 1 ABM 1 1 1.1 1 2 1 2 2 1 2 2 2 2 3 1 2 2 2 2 3 2 3 3 1 2.2 2 313 2 3:3 1 3 3 2 4 3 2 3 3 1 3.2 2 3.3 2 4 3 1 3 2 2 4I3 2 4 4 1 3!2 2 4!3 1 1 1 1 2 2 PSF 54 79 62 79 40.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2' 2 2 213 2 2 2 2 3 3 2 3' 3 2 2 2 2 3! 3 2 4' 3 2 353 2 4 3 2 3 3 2 3; 3 2 4 3 2 4 4 2 373 2 4' 3 2 414 2 31 3 2 5 3 1 1 1 1 111 21 2 2 2 ABM 2 1 1 2 1,1 2 1 1 2 2j2 2 2 2 2 2 2 2 2 3 2 2'2 2 313 2 3 3 2 2 2 2 313 2 4 3 2 3 3 2 4 3 2 3 3 2 3 3 2 4 3 2 4 4 2 3 3 2 4'3 2 4 4 2 3.3 2 5 3 PSF 49 79 56 79 79 44.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2.2 2 3 3 2 3 4 2 2 3 2 3' 3 2 4 4 2 3, 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 313 2 4'' 3 2 4 4 2 3 3 2 _. 5; 4 1 1 1 1 1 1 2 2 A,B,M 2 111 2 1 1 2 ill 2 2;2 2 2'2 2 2 2 2 3 3 2 2 2 2 3 3 2 3'4 2 2 3 2 3:3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4.3 2 3,41 2 2 4 4 2 3'3 2 5 4 PSF 45 74 51 74 79 79 48.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111111 22212223321.2333433334433444433444'4435:4444!35;4 ABM 2 .111 2 1!1 2 1 1 2 212 2 2:2 2 2 2 2 3 3 2 2`2 2 3 3 2 3;4 2 3 3 2 3:3 3 4 4 2 3 3 2 4 4 2 4 4 2 3 3 2 4 4 3 44 2 3 2 5 4 3 4 4 2 4'3 2 5:4 PSF 41 67 46 67 76 79 • • • • • 53.12.5 C,D,E,F,G, H,I,J,K,L 2 1 1 2 1.1 2 1;1 2 2.2 2 2 2 2 2,2 3 3;3 2 3 3 2 3'3 3 4:4 2 3 3 3 4!4 3 4 4 2 3 3 3 4'4 3 4 4 2 3 3 3• 04 3 5'i + •3 3� 5 4 5i5 4'S 4 A,B,M 2 2 2 2 2 2 3 2 3 3 2 3 3 3 4 4 2 3 3 3 4',4 3 4;4 2 3 3 3 4 4 3 4 4 2 3 3 2 4 4 3 5 4 2 4 3 3 5 4 3' 3 •3 111 1!1 1 t 2s2 22 2 2 3—! 1070 TECHNOLOGY DRIVE • • �"' N. VENICE, FL 34275 &CHO6E 1°ACINC (941)480-16M 'O CHANOES THIS SHEET. CERT. OF AUTH. #29296 CUM. S • LE t:U G # COGY -T- - • • SW7 a RlorrtsResMR ® SH700 N7S 9 • ANCHORAGE NCT S: I. ANCHOR TYPES: - 1/4' ELCO U'_TRACONS OR 4'.2 SCREWS INTO METAL 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #1:2 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1!2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: JAMB ABOVE MTG. RAIL (gym DUC"F ABYISi:D JAMB BELOW ,1'—IAyi E.khtfw Fkwib MTG. RAIL °<mtw, eN. 17-00-13, JAMB ABOVE MTG. RAIL • • \� BONY LYIy/y ,, JAMB BELOW MTG. RAIL • GEE TABLE 2 FOR ; = * : No. 58705 • FULL DP _ .O O S7 TE O iNDARD VIEW (V .F(ORIDA,. •' �� ' , IMPACT . q(�,� EN . !v' A. LWNf�It4} `I !Eft, P.E. • 4040-20 G FL P.E.# 58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. NdiNDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8 SUBSTRATE: 17.125 22.668 28211 33,754 39.296 44 839 50.332 55.925 �ANCHOR GLASS DTH TYPE O UI z 0 0 O z U zNO O U V z OO U U InZ. NWINDOW O� z OcONO U V z U ❑ O z. U O 70 OOO U ❑ O zI O ,U 70 OO U O' O zz ONO U 0 �❑ zz O O O UWI 19.125 D,E,F,J, K,L 1 1 ill 1 1 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 D,E,F,J, K.L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 PSF 79 79 79 79 40.000 D,E,F,J, K,L 2 1 2 1 2 1--2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3_ 2 5 2 4_ 2 4 2 5 2 5 2 4 2 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, K,L 2 2 1 2 - ;1 2 2 2 - 2 2 Z 2 3 2 3 2 3 2 4 2 __4 2 4. 2 4 2 1 3 2 1 5 2 4 2 3_ 2 5 2 5 2 1 4 2 5 2 5 2 4 2 6 1 PSF 78 79 70 79 79 71 79 1 73 76 48.000 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 3^ 3 3 4 2 4 2 4 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 5 2 6 2 2 2L PSF 71 79 63 71 79 64 66 77 69 69 D,E,F,J, K,L 2 2 2 2 2 2 3 _2 3 3 4 2 4 3_3 5 2 4 3 5 3 6 2 5 3 3 6 2 5 3 7 3 6 2 5 3 7 1 _2 1 12 2 2 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE 12.776 15.776 1 8.776 21.776 1 24.776 27.776 30.776 31.106 ANCHOR TYPE. ❑ r1 O N 0 Z N O 0 0 z O 0 0 m 0 N Q �Z 0 z N O 0 0 Z O O ❑ c•1 0 N � 0 z N O 0 0 z O o 0 M 0 N Q SS 0 z N O 0 0 Z O � 0 �'? O N Q 55 0 z N O U 0 z O O ❑ �'? O N p �ii 0 z N 0 O 0 z O 0 ❑ c? O N p ass 0 Z N O ❑ 0 z O 0 1'? Q N Q 55 0 2 N 0 0 0 Z 0 UU WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24,000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 1 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 1 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 3 1 2 1 3 —3-T 2 T 3 37 3 T 3 4 1 3 1 3 4 1 3 4 4 3 4 44.000 68 78 • • • • 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 05 1 3 •4 3 4 48.000 63 72 79 • • • • • • • 2 2 2 2 2 2 3 2 3 4 1 3 1 3 4 1 3 1 4 4 T 3 T 4 1 4. 4• Ib 3 �• 53.125 73 58 66 72 • 2 2 2 2 2 2 3 3 3 4 3 4 4 1 3 1 4 5 3 4 5 3 5 5 3 5 ANCHORAGENOTES: 1, ANCHOR T"PES: 1 - 114" _LCO UL'RACONS OR 912 SCREWS INTO METAL 2 - 1/4" =LCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 V2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3, DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS. TABLE 7. KEY: MAX. PSF SEE TABLE 3 FOR (DP LINATTED) 112 FULL DP HEAD 2 JAMB ABOVE 2- MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE . 4 MTG. RAIL TABLE 8. KEY: PRODUCT REVISED as'I'mPlYing with t1w Fkxids MAX. PSF 3'I e-mg C"& A«cPwu4lw,I-O�c3a. (DP LIMITED) 112 E«„rm trtS JAMB BELOW 2 0j t MTG. RAIL mi . M& t ' • FUi LL DP) �AMB BELOW 2 • MTG. RAIL .660 TABLE 3 FOR FULL DP 1070 TECHNOLOGY DRIVE • !• �yw• N. VENICE, FL 34275 CfiOla4CiE P CING CUSTOM VIEW (941)480-1600 • T.• • • . • • • o8,/r7 1 G I NO CHANGES THIS SHEET. CERT. OFAUTH.a29296 • SIM. S11VOLY 4JW VVND& IMPACT eor DUSTRErmr + • ad.: .e • 1" pr. 712M5 a,1. 221'&W ALTI�R'IGHTS RESERVED ® SH700 Nr� 10 d•i,• • • 4�40-20 • • • • •• •40 • • • • JOtl,Y•L�H'� 1GENSF'• No.58705 Q� �ATEI '•(V�: G "IZONAL 1EN A. LYNN MIL��R, P.E. FL P.E.# 58705 1-34" MIN. EDGE ,ULTRAC H !2" MIN. EDGE (CRET FLEX ANCHOR) 3.35 KSI MIN / CONCRETE O IONAL 1x WO BUCK (SEEN E 3)y-- 1-1/4" MIN. EDGE 1-3/4" MIN. ED I ITV I CJ: ' WOOD ANCHOR R CONCRETE A??L. CATIONS IN M,AVI-DACE COUNTY, US'-- OVY MIAM'-DADE COUNTY fRFF NnTF 2 & 3) AP ED 114" FLCO ULTRACONS OR 1/4" SS4 CRETE-FLEX. MINI UM DISTANCE FROM ANCHOR CRETE EDGE IS 1 3/4" FOR ULTRACONS INTO C NC., 2-1/2" E.D. FOR ULTRACONS AND EX INTO CMU AND CRETEFLEX I CONC. 71" MIN. EDGE 2. FOR WOOD APPLICATIONS IN -1 12 STEEL SCREWS (135), 1/4" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 x 2-1/2" COMMON NAILS (1`1667 NL CM S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10 --- FIN MOUNTED ONLY (SEE DETAILS E, F AND G THIS SHEET) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE MIN. TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU, WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1/4"� ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM 6063-T5 AND A MINIMUM OF 1/8" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045" THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1-3/4" MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ~� r2-1/2" MIN. EDGE (ULT./CRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN �7. EX-,ER:CR INTER -.OR (ALL HEAD AND SILL DETAILS) ANCHOR 1 & 3) 2x WOOD BUCK (SEE NOTE 3)7 13 "MIN. /4" t� 1 3/8" MIN. 1/4" MAX. SHIM—►{ 444444��(' ONCRETE ANCHOR, I U BELOW MEETING R IL. (SEE NOTE 2) 3.35 KSI MIN. CONCRETE OR .5 KSI MIN. CMU 1. BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 2-112" EM 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 0 476/17 PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 1" MIN.EDGE FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) 114" 5/8" MIN. EDGE MAX. SHIM FRAME ±3ila 44 INTERIOR (ALL JAMB DETAILS) EXTERIOR 15 1/4" COD FRAME MAX. _SHIM 5/8" MIN. EDGE 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS ru 1/1 (� AND 5" O.C. WOOD FRAME 5/8" MIN. EDGE 1/4" -131" DIA. MIN. x 2 1/2" NAIL, MAX. AT CORNERS SHIM AND 5" O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1D70 TECHNOLOGY DRIVE • N. VENICE. FL 34275 (9411480-16M • I PD MATCH NEW2017 FBC ANCHORAGE. CERT. OF AUTH.#2929B COPYRIGHT. 411 8 PGTINDUSTWES.INC. f • • f , 11/� EI�IBEO* NT 1—. f • I Nil 711 dij•1• 1.70 4040-20 •• •• •• • • • • • PRODUCT I?'EV'ISED a, complying wi'th the Florida :Tuilding Cede .AD ptax W 1 — 0$zo.08 evmtl4nD3te ZD21 V 1UIiI lI// ?�'� •• �10ENSF'• �� * No. r - Rl s .. ORIDP•. •'GN�� '.� TONAL ENS.`• A. LYN4MILt1ER P.E. FL P.E.# 58705 M IAM!-DAQE MLkNII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 315-2599 NOUCM F ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, In 1070 Technology Drive �i`3 c 4- North Venice, FL 34275 J 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 Cp4V4y RER - Product Control Section to be used in Miami Dade County and other areas where allo ed by 41ap. 1!uthority.... Having Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The Miami-DadMbGnty Prt)duet Controh •:. Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Da(fe 1`ounty) resevLe the right..; to have this product or material tested for quality assurance purposes. If this p4pA41 or matenai fails'to perform in the accepted manner, the manufacturer will incur the expense of such.teutiag and !�:AHJ m•ay • • • immediately revoke, modify, or suspend the use of such product or material withKri tore rr jurisdiclioli. RFX... reserves the right to revoke this acceptance, if it is determined by Miami—Dadd 4QO1nty Prodtict Control.* Section that this product or material fails to meet the requirements of the applicable building c 41p.:. • • • • : • This product is approved as d has. been designed to com 1 w�t�i•the Florida BuildZ�g... Code, including the 1 Hurricane Zone. ' .. . DESCRIPTION: ries "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.T. APPROVAL DO o. 6300JR titled "Im act —Resistant Aluminum e MuIlions", sheets 1 through 25 of 25, prepared by manufacturer, dated 1, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. 'the submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2 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 C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS ••• •••••' •••••• I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..... • . • • • ; • • • ; • 2) Uniform Static Air Pressure Test, LoadingW413C, TAS•202-94. 3) Water Resistance Test, per FBC, TAS 202.140 •-000000 •.. • • .... .... .... . 4) Large Missile Impact Test per FBC, TAS 2Q1;94 *• 00;0 5) Cyclic Wind Pressure Loading per FBC, T-M•203-94 .. 6) Forced Entry Test, per FBC 2411.3.2.1, arV%A$ 202-94• .' along with marked -up drawings and installation diagrams o f * clippad . fi.iumint t-i•: - mullions, prepared by Fenestration Testing Lab, Inc., Tesl.Re4ort NQ. tTL-644a-•: (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 0.'N6741, signed • and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verificatio cal ations and structural anal is, complying with FBC 5tn Edition (2014) d 'th FBC 6t1 Edition (2017), pr ared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P D. QUALITY ASSURANC I. Miami -Dade Department nd Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-511 Edition (2014) and FBC-6th Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS •�• �" •••••• 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries,lnc. for,I%i Series "PGT" Clipped Extruded Aluminum Tube Mullion -• • IW.I., approved pn , 04/14/16 and expiring on 05/26/21. "' • • • • • • • • • • • • • • • • , , Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LCCATiONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE iMPACT ;RESISTANT PRODUCTS FIGURE 1: MULTIPLE —OPENING WIDTH FORVERTICALMULL— MULLIONS SEE DETALS / \ A-D,G,H; SHEETS 24 T— SEE DETAILS / A THRU G; SHEETS 24 VERT. MULL LENGTH I iil tom_ - / III /t \ / SEE DETAILS HORIZONTAL MULL A-D,G,H; SHEETS 24 LENGTH HORIZONTAL MULL LENGTH LL LENGTMUH OPENING PENMULL HEIGHT i � LE i i SINGLEMULLION I, SINGLE SEE CORRESPONDING C �- FROM FIGURE 1 ABOVE GEN ER,",L NOTES: 1) DETAILS SHOWN ARE FOR THE M ULI ON ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS RED UIRED =0R THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN, EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS. ARCHES TG BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 SEE CETAILs ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A THIRD G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, OPENING HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). FOR HORIZONTAL SEE DETAIL E, MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONlAGGRE-GATOR NOBS PRODUCTS MAY `BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH MANUFACTURED PGT- ALL -&FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BYBY PG� C`_ 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. f--_ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMS UNLIMITED PROVIDED THAT THE SPAN AND OPENING wnl�/1Jj ILAL Muhl IQN C�.tiol-+ TH THE REQUIREMENTS OF THIS NOA r---HORIZ MULL LENGTH-- iI�' -I OPENING HEIGHT FOR HORIZ VERT. MULL MULL LENGTH OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL- ADM-2015 -AISI S700-12 -AISC 36D-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR-TRIANGULARrrRAPEZOIDAL'. GENERAL NOTES _ _.1 INSTRUCTIONS ..,,. .....1 ELEVATIONS ..... ..,.1 MULL TO 2X WOOD _.. 2 MULL TO IX 8 MASONRY....._...... 2 INSTALLATION NOTES....._._......_, 2 MULL TO MASONRY...... ........ ......... 3 MULL TO STEEL STUD.... ........... .... 3 MULL TO MULL__ .................__....... 3 .ALTERNATATE CLIPS.....................4 BAY MULL INSTALLATION.._..........4 1 X 2 X .125 MULL SPECS ............... 5 1 X 2 X .375 MULL SPECS...............6 1 X 2.75 X .375 MULL SPECS.......... 7 1 X 2.75 X BS MULL SPECS ....._.....8 1 X 3.125 X .500 MULL SPECS..,,.,..9 1 X 4 X 126 MULL SPECS, ...._...._. 10 1 X 4 X .375 TUBE MULL SPECS._. 11 1 X 4 X .375 'T MULL SPECS........ 11 1.25 X 3.188 X 265 MULL SPECS...12 125 X 3.25 X .100 MULL SPECS..... 13 1,25 X 3.25 X .624 MULL SPECS_-14 125 X 3.94 X .624 MULL SPECS..... 15 2 X 4 X .25 MULL SPECS...-..._-..-. 16 2 X 6 X .25 MULL SPECS ...... ........ 17 126 X 2.11 X. 126 MULL SPECS.... 18 30• X 3.25 BAY MULL SPECS........, 19 45° X 325 BAY MULL SPECS........ 20 MULLION 8 CLIP DIMENSIONS.._.. 21-23 EXAMPLES 1 &2............. ......_....._.24 LOADING EXAMPLES. ................. . 25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT') FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY(LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. •• •s• • • 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SH ET AND USING VOU✓? ACW&J. S S TE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANOMOR Ctll•PAiTE4N A ID 1I:Y THAT THE REQUIRED ANCHOR CAPACITY IS MET. • • • • • • • • • • • • • • • • • • • • • 7) IF THE MULLION CAPACITY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN ThTEbESION PRL55111RER000IREMENT (LBS/FT'FOR THE 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 8) VERIFY THE DESIGN PRESSURE RATING ( LB S/FT') FOR TYE • FjcNES• :ATiON P ODUCT TO BE USED AaID COMPARE WITH THE FINAL MULLION CAPACITY (LBS/F72) OBTAINED FOR THE MULLION SYSTEM-OrHBrLOWF@R OF THE;WASH IkLL1kPPLY FOR THE FpNi62E MULLED FENESTRATION PRODUCT ASSEMBLY. • • - • • • • - • • • • •• • • • • • 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFICBAPPLICATC9 WHE• • NJAIING THI:40011 Te APPLY FOR A PERMIT. ••• • • • • ••• PRODUCT REVISED ' as comPlying with the Florida IS.Rding Code NOA-No. 17-0630.01 elcpiration Date 0512612021 ey Miami- de Product Contr 0" kpN LYN/V M `��.• vcEM,SF •!l�� *�•• No.58705 *i pATE G CS AC ORiDi" ' \_� rsIONAL EaG\\ A. LANMILIUHR!'O.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) IFE THER TFE -- L�OFFSeTMULL d c MULLION ° d ° EXTERIOR Bvo"ES W y. o� m DETAIL B: MULLION ATTACHED TO 1X —MULLION' 2UCKSTRIP IP. ANCHOR of W WOOD SUCK AND MASONRY AND PER sues -RATE. oz (STANDARD CLIP SHOWN) sEESEETAe s+B-13B Tt SEE NOTE 1- N MULLION ✓ e SHEET 1. w DO � yN> W LU SEE SHEETS al MIN 2.7 KSI EDGE W O = 21-23 FOR HOLE d j 1 CONCRETE OR CMU' ''� ,,DNCE, W ISTAU'J LOCATIONS ° ° SEE SEE TABLES (n EDGE;C.25-O' EDGE DISTANCE 1B-138 rn Lr- X DISTANCE a - ° FOR MASONRY '7 p F 7 FOR WOODc I 1 ANCHORS O W Q SCREWSRa <diSIDE VIEW CO ZNS - Q O EIT}iER THE Z ` STANDARD OR Z = C.) m S OFFSET MULL _Z m U CLIP MAY BE W 3 �0 o EXTERIOR ° NSTAL EDGY R � N e bZ 1 TYP. ANCHOR TYP, ANCHOR PER SUBSTRA PER SUBSTRATE, SEE TABLES 1 SEE TABLES 13-16B EDGFJEND DISTANCE SEE TABLES EMBEDMENT BUCKSTRIP 18-138 AND • _ ATTACHMENT y - BY OTHERS, ' SEE NOTE 1, SHEET i. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. EDGE - THIS METHOD. N Q ¢ 4 DISTANCEFOR �— MASONRY a. m E Q OZ Z N THE OFFSET CUP 15 RECOMMENDED FOR ANCHORS - (C a (p Q @ "O v0 FIN -FRAMED WINDOWS, BUT MAY ` J N B o ALSO BE USED FOR H W Q OTHER FRAME TYPES.' O DO DO W a ¢ Q Z 01 D_ Q � m Cn TYP. ANCHOR U g` — 5 O 3 D O m0, PER SUBSTRATE, $ �%' rn o rc� i66 SEE TABLES 1EI-13B PRODUCT REVISED BUCKSTKIP as complying with the Florida Building Code - ATTACHMENT T AND NOA-No. 17-0630.01 EMBEDMENT BYOTHERS, SEE NOTE 1, Expiration Date 05/26/2021 11 SHEET I. BY -D ' miam roduct Control PAN 2.7 KSI CONCRETE OR CMU FRONT VIEW •• ••• • • •• • • i ••� • • • ••• • • 0 • • • • ••• ••• •• ! ••• • 0 • •00 0 0 �.• Ny LT/Vn/ i�i �: LICENSE • . �� i No-58705 STAT'EE 1. lU�� S,S7 . , e �0NAI 1 j1 A. LAW MILILE'R, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTAC, TO ,- MASONRY STRUCTU E f /MULLION (STANDARD CLIP SH N) 1 TYF. CHOR EITHER THE 1 �PERS STRATE, STANDARD OR ,.,} OFFSET MULL i / SEE TAB S 16-1313 CLIP MAY BE INSTALLED BY II g p EDG DISTANCE THIS METHOD. I FOR ONRY ANCH S I I I°I Ii$$ �. EXTERIOR EDGE DISTANCE \° FOR MASONRY ANCHORS 11I SEE TABLES ENT 2.7 KS CONCRETE OR CMU FRONT VIEW AND ATTACHMEM BY OTHERS, SEE NOTE 1, SHEET 1. THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 15-13B '•' �I EDGE DISTANCE `-� SEE TABLES MIN 2.7 KSI CONCRETE CR CMU 18-1313 SIDE VIEW INSTALLATION NOTES' 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-O, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. Feel FRONT VIEW EXTERIOR DETAIL E: 125MIN. MULLION TO MULLION iNTERSECTION _ (U-CLIP) VARIES L TOP VIEW VARIES-}---� C LINTERSECTION U-CLP FRONT VIEW NOTES 1) MAY BE INSTALLED IN -TEE" OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZON-AIY (SHOWN) OR VERTICALLY. 3) SEE U-CUP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. I k1, tl12 STEEL SCREWS, SELF-DRILUNG OR PRE-DR'LL \ MULLION ,AND USE SMS \ MULLION EXTERIOR SEE SHEETS 21.23 FOR HOLE LOCATIONS 1(� EDGE DISTANCE SEE TABLES 1B-13B SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) TIP. ANCHOR - A PERSUSSTRATE. �SEE TABLES 18-13B SEE SHEETS 21-23 FOR HOLE LOCATIONS ` \ MULLION •• ••• F,WQFi STEEL S7@DS THOINER TWAN • 1AND I�IOPLU►lT V•TH 1i:lEF BUIyl+I G• • •CQQLL� A 2X WOOD•ACW KWST WED* �� • A?TACH"I YCTF*!*. USE WOOD ANCHOR SPECS • • • • SIDE VIEW NOTES: •1 )•FOQR A"OD-BACAED STEFL STUDS, WOOD •ANJHOR:ALUES MAY BE USED• • • • • 2 SEE CC4ES$OND NISLLISN'ASBLES• • • • EETS 0.20. FOR;jI.40 rO YPSCREWR. • • • • • • • ••• • • • ••••• • • • • • • ••• • • • •• •• DO PRODUCT REVISED as complying with the Florida Building Cod• NOA-No. 17-0630.01 Expiration Da�te.05/26/2021 BY EDGE Y1 IT TTT(J/DISTANCE 1, SEETAS ES 1B-13B ��. .• ........ gF . No.58705 =_ ��T• dTE �� •��: �i �S• 40RIDP.-•'•N FL P. 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) SEE OEIAILS A-0, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SURSTRATES. O O O O SIDE VIEW SHOWN WITH 1' X 4'X,125 MULLION I b I ViD MULLION C_IP I I :D TO FIT FIELD IONS. j 1 I I I I I I MULLION 1 1 I II I j 1 jI I I I II I I� I II I I I I I j I I I I � INTO WOOD, STEEL, STANDA 0 CLIP TO BE ALUM, CMU OR MASONRY MODIFIED IN�FJELD. EXTERIOR EDGE DISTANCE PERANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11- X .125- MULLION. 2) SEE TABLES 1 B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. EXTERIOR DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) O O O TOP VIEW TYP. ANCHOR PER SUBSTRA SEE TABLES 1' 2-X 5' X A25- ANGLE CLIP, 2 PER MULLION END MUST BE INSTALLED INSIDE OF MULL O O P VIEW R 18B P, ND, MUST BE OF BAY MULL. NOTES FOF?INSTALLATI6N UPTIQN G8•H. • • • • •• • • . 1) USE 2 ANGLF•CLIPf•0�R UL.ON>�JO. CWVIAU94E INSERTED INSIDE OF MULLION. •• •e• S 18-404FORA• • 2) DETAIL G.. SEE TABLE; NCH•R W•AI6TjTIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAW H: S�E•TkBLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATION$. • • • • • • • PRODUCT REVISED as carp]yIn with the Florida Building Code NOA-No. 17-0630.01 o Expiration Date 512612021 ey " mMlami-Dpaw Product Control w Ilii a�NYLYrVy''%, Iv M * f No. 58705 ® O % ATE ' �� S�ONAL EN0\ ao A. ANIIMIIELL' , P.E. FL P.E.# 58705 ••• •• •• • • • ••••• TAR! --IA Mullion Capacity Table pbslft Opening Width (icy verticaly-sparvirg mciiors) or Opening Height (for honzorrally-sparrilg '.; uh.-) 50 in Goin 70 in 80 in 90 in I M in 120 In 140 in 160 M. Rectanguiar Tapr7risng. ReaaWular Trap/Tdang Rectangular TaplTdang. Rectangular T2plTdang. Rectangular irzprTriang. R-singular Trapr'.dIng. Rectangular 7rapRdanA, Rectangular Trap/Thong. Rectangular T�ap''0iang. 1 X2X.125 `°�'^g Loading Loafing Loafing Loading Loading Loading Laeding Loadng Loafing Loacing Loading Loafing Loading Loading loading Loading Loading Alum. Tube a r r r Z• n t Z• = x z t r z r r a 1= Z a a Mullion m aQ n.0 �- R� 0 8a_g S S.�a 3 8. �3 a ip a�i u " S.a a °a as u o i1 ip �a ` !. i ei in io u x3 ,. i; o o ei ie cal 3 r3 ei io ei $ o i� v N ei ci ei ti a e o u" a t a tS i s QK E>✓ ¢K 29 Q K c= 3 c atC E c aC f g a0: f c 6 Y �c ao: i s � K �- �G i€1 ¢K f'-m. d C i� d � c Q¢ � c a¢ E QK i aK 42 in 117.9 408 129.5 332 932 408 175.5 325 79.g 408 107.8 321 64.9 408 104.4 319 62t 408 104.0 319 55.9 408 104.0 J�9 46.6 408 fa.B 319 39.5 408 104.0 319 35.0 4QB 104.0 319 48'.n 74.9 372 838 258[277.6 312 73.4 252 53.5 312 87.0 24a 46.8 312 632 312 61.3 244 37.6 312 61.0 26d 31.2 372 fit o 244 28.8 372 61.0 244 23.4 312 61.0 244 50.625 h B3.9 281 70A 234 281 61.5 228 45.6 ? 281 55.7 224 39.9 281 52.1 261 60.1 220 31.9 291 49.3 210 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 $ 54 in 52.6 247 57,5 207 247 49.8 202 37.6 247 44.B 199 32.9 247 41.5 247 39.4 194 26.3 247 38.4 193 2le 247 3&1 193 18.8 247 38.7 193 le-4 247 38.1 193 e 60 In 384 200 41.2 170 200 nA 166 27.4 200 31.5 183 24.0 200 28.9 200 27.1 159 19.2 200 25.9 167 16.0 200 25.0 150 ei63 in 33.1 18135.3155 181 30.3 152 23.7 181 26.9 149 20.7 181 245 T144 181 22.8 144 16.6 181 21.7 143 2 fi61n 28.8 165 30.6 142 165 28.1 139 20.6 165 23.1 136 18.0 165 21.0 72 in 22.2 139 23.3 120 136 10.0 Ila 15.9 139 17.5 116 781a 1B.8 125 19.7 109 . 125 16.8 107 781. 17.5 118 18.2 f 04 TAM C 1R Anchor Capacity Table Ibs Subalrate: 2.7k Concrete 3.5k Cone. I Hail- CMU R8W CMU AT Woad Metal Anchor Clip Patterns Anchor Type: 3/16' Eko Ultracgn 1/6' Eico USrsol31W Elto Unwan 1/4" Ebo Ubacw t/4• SS Ebo AggleGatar WIW Elco uttrdoan I W SS Ebo AppreGetor. #10 Steel S.-(G5) #12 Steel S-(G5) #12 Steel 8-(G5) Edge Distame,(in): 1' 2.1/2• 1" 2-1/2" 1' 2-112' 1" 2-I@" 21 3AW 2" 0.48" 0.54" 0.324' Embedment(in): I -SW 1-3K' 1-3/4" 1�/4"1-114' 1-1/4' 1-114' 1-1/4" 1-1W 1-114" 2' 13/8' 1-3/8" lerka 2 Anchon Q 4.75' Min. O.C. / Standard or 0" Clip (Fo. 1): 390Ibe 39D ft 450'bs 890 au k6"44 270 Ns 2801bx J54 Ihs 74010.s 374 Ibs 664 Ibe 94691,r 341 815 442Its 380 Ibs 4 Anchm Q 1.15' Min- O.G l Standard (or Man Clip (Fig, 2). 4801bs 700 bs WA WA NIA 350 the WA NIA WA WA WA attz v- 885a. 1 t20 bs4 Anchors @ 3' Mtn. O.C. 1(2) 2x5Angle Clips I (Fg.37 760 Ibs 780 bs 080 b 1560 We 940ba 5601bs NIA 7601bs 748 Its 880 Ibe 189216s 682 b. 885 ats 1120 Ibs2 AriohoR®0.45"Min. O.C.I L-Clip, Iato.125"Alum.(Fg. 4): WA WA N/A WA N/A WA WA N/A N/A NIA WA WA N/A 715Ibs 1 Anchor /FZIip(Fla. 5): 7g51bs 1951bs 2251bs 4451" 822 bs 135 be 140 Ibs 177 Ibs 370 lb, 18716a 3321bs 4731bs 170 lbs 22.1 Ibs 280 ibe 2 Anchors @ 1.15- Min. 0.CJ F-Qip (Flg. 6): 2401bs 3501bs WA WA WA WA 1900s WA NIA NIA WA WA 341 abs 44216s 5B016c Nu I t: run I "t urrDC1 l.Llr, UJC I nC JHIVIC nlV l.nVR rn1 I CRIV nIVU nlVliRVrt VfLL1JCJ nJ nc J Hry UFV[U lM1-Ir. nr R ANCHOrR CAP,,,„,,, (Df?",jX( "°'")=ANCHOR CAP,,,, MULLION CAP-1- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1: FIGURE 2: TABLE NOTES: • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---1 1.000" r-- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE & 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • I ANGLE CLIP MUST BE USED IN PAIRS, • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIGNS. HOLLO Ar1b GROL4t--FIYLEp • • •L • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C30. WOOD SMALL BERCIE TREATID • • • r FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T6 AND B� A INIOIUIvr0F.125100 • I THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18G1R)GE)l9fRUCTI.IR/yL Si4L•TC�E ff f• X2" X.125" MULLION 125" ST CREW THREADS B OI,U • • 0 I I I I Y I LUL�LL��JJ ��LLII�. T E MATERIALLEAST. • #1 & #12 ANCHORS INTO WOOD MAY BE STEEL. 18.8 S.S. OR 10 S.S. • • • • • • • •• •• ••• • • 0 F Q 2 Zco -- a N U) O N W X 1 0 © Of N (n V X ¢ O a a z cn mO o OF ;tea O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlam(-D� Product Control "',N.. L..... . No. 58705 O STATE F t�s •'•:c�ORI oN. 0IVAL ENC` A. P.E. FL P.E.# 58705 ••• • • • •• •• TAa 2A 11uQion Capacky Table Ibs7R° Opening Width (for wdically-spans rig mullions) or Opening Height 'for tlonzontaAv-spannng mullions) 50 in 6Do 7D in son 90rn 100 in 120 in 140, 1E0 In 1 X 2 % .375 Reclar�gular Loading Trap'Triang. - 19,19 Retangular Loading TraNTriang. Loading Re4tar9ular Loading Traw rung. Loading Rectangular Loading TrapRriang. Loading Rectangular Loading Loadn9 ctangular Loading impTnang. -oadirg Rectangular Loading Trap7Triarg. Loadrig Rectangular Loading TrapTriang. Loading Rectangular Loading Trap/Riang. Loading Alum.lTube Mulion o ` U 3 o uz g u3y K�,c3 3dyy.. g Etc 4a5cc. a 13 9� gufac r4cc d?� _Fr ro�it0ar 32z• c a � d. °Gr f C �Fnaa ¢ N 3z> I � K o 5 dr le i f _ QK S o .1 a K . i cc"5s '6 42 in 170-0 620 170.D 435[7112 i 662 170.D 478 129.7 662 170.3 506 113.E 662 169.5 518 100.9 W2 168.9 517 90.8 552 168.8 517 75.7 662 168.9 517 64.9 662 168.9 517 56,7 662 1689 517 4e in 121.E 507 13&0 419 507 119.2 410 86.9 507 108.7 '' 403 78.0 507 1026 399 67.6 507 99.6 397 6Q8 507 99.0 396 50.7 1 507 99.D 396 43.4 507 99.0 396 38.0 507 99.0 396 50.625 in 103.7 456 119.E 379 456 99.9 371 74A 456 90.5 W4 64a 456 84.5 350 57.6 456 - 81.3 357 51A 466 8Q0 356 43.2 456 80.0 356 37.0 466 800 355 32.4 456 80.0 356 541n 85.4 400 93.3 336 400 e0a 6t0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 MS 427 400 62.3 314 35.8 400 61.8 313 30.5 400 61.6 M3 26.7 400 61.8 313 yC 60 in 62.3 324 61 276 324 57.5 44,6 324 51.2 264 38.0 324 46.9 260 34.6 324 43.9 257 31.1 324 420 255 26.0Jill 324 40.5 253 222 224 40.5 253 19.5 324 40.5 253 C 63 kt 53.6 29/ 57.4 252294 49.2 38.4 294 43.6 241 336 294 39.8 237 29.9 290 37.1 234 26.9 294 35.2 232 224 294 33.E 230 192 294 334 230 16.8 234 33.4 230 66 h 46.8 288 49.6 230 268 42.4 124a 33.4 268 37.5 221 29.2 268 341 218 26.0 26a 31.6 215 214 268 29a 212 19.5 268 26.0 210 16.7 268 27.7 2C9 14.6 268 27.7 209 72in 36.0 225 225 32.2 26..7 225 26.4 188 225 225 256 1. 201 225 23.5 182 18.0 225 221 1. t5.0 225 20.3 177 129 225 19.6 1 176 11.3 225 19.6 176 76 F 308 202 202 27.2 21.9 202 23.8 170 19.2 202 21.E 167 17.0 202 18.7 165 iS3 20Z t8.4 163 728 202 18.7 180 1C.9 i02 1S8 i 158 8.6 232 15.8 758 76 in 28.3 1B2 MI-.'41 192 25.1 165 20.2 192 ZZ.O 162 17.7 102 19] 159 157 102 18.1 157 14.2 192 16.8 155 t1.e 192 15.2 452 10,1 792 744 150 8.9 1B2 742 150 g0 in 18a 144 16.1961n 16.2 127 TABLE 28 An horCapacity Table bs Subsirate: 271, C-te 3.5k Conc. 1 Hollow CMU Filed CMU PT Wood Meta Anchor Clip Patterns Arxhor Type: 9HE Eleo UhracOn 1/4" Eko ittracan 5/i8" Elcro Uttraaon 3/18` Elm Utracan 1/4- Elco Ultraoon 1W SS El.. AgodiGater 5116. Elcd Oman 1/4" SS Eloe A9ReGator #10 S7eel Screw G5) ( #12 Steel Scew (35 ) #12 Steel Sctaw G5) Edge Olstance Qny 1" 2.112" V 2-12' 3-IM" 1'1 2-12" 1' 2-112" T 3-1/9' 2' 0.48" 0.54' 0.324" Eanbedment(int t3/4" 1-3/4" 1-3'4' 1-3/4" 2- 1-iW 1-1/4" 1-1/4" 1.1/4' 1-1/4' 1-1/4' 2" 1ate, 751r- te0as 2 Anil- a 4.75' Min. O.C. / Standanl or Olrset Clip (Fig- 1I 390 [be 390 IN 450 ba 890 lips 1644 Ibs 27011 280 IN 354 Ibs 740 Ibe 3741be 684 The 946 IN 341 IN 4421bs 56011 / AnctwB a 1.t5' Min. O.O 16Lrlmrd for gket) Clip (Fp. 2k 480 Iba 7m 10.E WA WA WA WA SBO lb. NIA N/A WA WA WA 8821bs 885 t6a 11201W 4 Ancnois 3` t48i O.C. / R) 2x5 Angle C✓$e / (Fig. 3k 783 Ibe 780 Ibs 680 sn 15601bs 1888 gx 540 be 580 @a NIA 780 be 7481he 6B0Ibs 1�2 bs 882 Ibs 885 Ibs 7120 Ibs 2 Anctsas a 0,45" Min. O.C. I1}gip, into .125' Alum. (Fig. 4f WA WA WA WA NIA WA WA WA N/A WA WA WA WA WA 715lbs i Anchor/ F-QI (Flg. 5): 1951bs 18511 225 bs 446 R4 822 Ibs 135 roa 14D II 1T7 lb. 37011 iB7111 3321bs 473 lb, 170 Ibs 2211 280 bs 2 Anahan a 1.15" Min. O.C./ F-Clip (RI 8): 2401bs 350 Ibs WA WA WA WA 19011 NIA N/A N/A WA WA 341 It. 4421bs 1 56011 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. R cry (DP,)XMANCHONULLORA= ANCHORCAReA„USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY HE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2 TABLE NOTES: • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. • ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 1-0 • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: e 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTI•NIS SMQN{N ON SHfETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS WyOLLdh*A,NDGROUTT. IU D • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SIHOLL BEaP�'SS19REJ'REATE]i • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MIN"M OI•.125"• a THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. 01I S.S. 000 • •• • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 `apNY �T rv/VM `/// ,` �.. i , e=.•' CICENSF ••. ��: * No. 58705 S /''// 70NAILIE� A. LYNN MILLER, P.E. FL P.E.# 5870E TAB'_E 3A Mullion Capacity Table (Ihs71t2) Opening Width (for (erticaliy-sparring mulicrts) or Opening Height (for honzontally-spanni rig mullions) 5C in 50 in 70 in 80 in 901n 100 in 120 in 140 in 160 In 1 x 2.76 x Rectangular Loading Trap/Tdang. Loading Rectangular Loading TaPl .ng. Loadng Rectangular Loading Trz l( nang. Loading Rectangular Loading Tap)Tdang. Loadni Rectlar angu Loading T-PT(deng. Loading Rectangular Loading Tap/Trlang. Loading Rectanguiat Loading Trapl-dang. m Loading Rectangular Loading Tap/Tneng. Loading Rectangular Loadng Tapnnang. Loading .375 Alum. Tube Mullion .A .� r - r �'., fi@ <'z >� fi3 `� �;. g� u� § =.. % �� T g`` € SG T _ go .' ok Z'� _c z s, � 42 it 170.0 620 170.0 435 170.0 744 170.0 478 170.1) 80 170.0 5W 170.0 592 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 521 127.5 1301 170.0 521 111-5 1301 170.0 521 48 in 170.0 708 17D.0 524 17a0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 fill 15le 1139 170.0 • 677 - 135.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 Sao 85.4 1139 170.0 680 50.6251n 170.0 747 1 170.0 W3 170.0 age 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 770.0 747 117A 1032 1700 756 97.9 1032 170.0 756 03.9 1032 170.0 756 73.4 1032. 170.0 766 64 in 170.0 797 1 1T0.0 612 161.3 907 170.0 691 138.2 9C7 164.7 730 120.9 907 1 1525 720 107.5 Sol 145.0 1 714 96.8 907 141.1 710[14.42V 07 140.0 709 89.1 907 140.0 709 W.5 907 140.0 709 601n 141.1 735 151.5 625 117.6 735 130-3 611 100.8 735 115.0 599 W2 735 100.2 590 76.4 735 99.5 583 70.5 735 95.1 $7835 91.8 574 5DA 735 91.8 574 44.1 735 91.0 574 63 in 121,8 686 130.0 570 701.E fill 111.5 557 67.0 . fi68 98.9 547 76.2 666 90.1 538 67,7 688 83.9 531 60.9 fill 79.8 528� 75.8 521 43.5 fill 78.6 521 38.1 fill 75,6 521 L pl 661n 106.0 6D7 112.4 522 111 607 06.1 511 75.7 � 607 85.0 501 682 1507 77.1 493 58.9 607 71,5 486 53X 607 67.8 48107 63.4 476 37.9 S07 62.7 474 33.1 607 62.7 474 c J 72 in 81.6 510 85.8 443 68.0 310 73.0 431 58.3 10 64.3 426 51.0 510 57.8 419 45.4 510 53.3 413 40.8 510 909 40810389 761n WA 458 72.5 400 57.9 458 61.7 392 49.6 468 64.1 385 43.4 458 48,6 � 378 33.5 468 448 373 34.7 458 41.6 36858 37.7 362 24.8 458 36.0 359 217 4M 35.7 358 78 in 64.2 435 67.0 301 53.5 435 55.6 373 45.8 435 49,8 366 4ol 435 44.7 350 35.7 435 40.9 355 32.1 435 3&1 35135 34.4 344 22A 435 32.6 341 MI 435 322 340 90 in 41.5 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 28.1 327 28.3 275 23.2 327 25.7 271 2D.9 327 23.7 2687 21.0 262 14.9 327 19.3 258 1 34.4 287 35.4 257 26.7 287 299 252 24.6 287 25.0 248 21.5 297 23.1 2" lal 287 20.9 240 17.2 287 /9.3 Z377 16-9 232 242 227 24.7 205 202 227 20.8 201 17.3 227 18.0 Ill 15.1 227 16.0 195 �In LI 223 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 i6a 17.6 194 17.0 167 TABLE 3B Anchor Capacity Table Ibs SuasYaw 27k Concrete 3.5k Con.. Hollow CMU Fliled CMU PT Wood Metal Anchor Clip Patterns Anchor Type: 3/16" EW. Ullacon 1/4" Eko Ultracm 5/18 Elc° ultac°n 3ltti" Elco Ulla.on 1/4" Ell. Ultac.n 1(4" 85 Etc o Aa9aGaWI 5(18' Elou Ultaoon 1/4" SS Etc. AggreGat.r #10 Steel 8orew(GSI #12 Steel So-(G5) 012 Steel ScrmtGS) Edge Dlafarwe (in>: 1" a1/2" 1" a1re 3-1/8" 1" 2-1n" 1" 2-112" 2" 3-11V 2' F;Fa. (i 0.3W EmbeOment 1-8/4" 1-W41" 1-3,'4' 1 V4' T 1-1/4" 1.114" 1-1/4" 1-1/4" 1.114" 1-1/0 1-3/8" lanes 2 Arahors @ 4.75" Min. O.C. / Sandaid or 06sot Gip (Fig. 1): 390 lbs 390 b. 450 Ms 81 1644 Bs 270 lbs 2801bs 354 Ids 74011 374 Iba 6641aa 946 Ibs 341 lb. 4421aa 560 is 4 Anchors @ 1.15" Min. O.C. / Stsndad (or 0f6et) Clip (FTB. 2): 460 Its 7001bs N/A NIA WA WA 3601as WA WA WA WA WA 8821bs 885 lb. 1120 his 4 An.tArs @ T Min. O.C. 1(2) 2a5 Angle Caps / ff4 3): 78004 780Iba 68011 15W Los 1896 619 540 lb. 560Its N/A 760 Iba 748 lb. 3801as 189210s 682 Ibs IM 11, 1121 lba 2 Arched @ 0.45- Min. O.C.I ULtip, into.125" Alum. (Flg. 4): WA WA NIA WA WA WA WA NIA WA WA WA WA WA WA 715 Ils 1 Anchor / F-C6P (Fig. 3): te5lbs 1851ba 2251ba 4461bs 8721bs 135 b5 i401W 17T Ihs 9701bs 187 Ids 3321ha 473 bs 1701bs 221 Ibs 280 Da 2 Anchors @ 1.15- Min, O.CJ F all, f1g. 6): 240 Ws 3301bs WA WA WA WA 1901as WA WA WA ifN/A WA 34110s d42 lb. 560 be NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE JSED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA; (DP,,,) X \ ANCHOR CAP.,,,,,,,, ) -ANCHOR CAP.- `MULLION CAP.Fa„r,", USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 sy M7ami-Da� roduct Control FIGURE 1: � FIGURE 2: TABLE NOTES: ® ® 10 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11I II ft I/ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENILiCIRIDT91-V O AL10V*BLE.•LYN/y� FIGURE 3; - • • • • • • a - 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXVT DIM IONS,%@E SNEEiFS • • 2.760" ��.-'• L1GEMy"� . �(� I Ft♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICaTIONS �90VfJ OHO SHEEIG 2'Nr2i-• • No. 58705 •� FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. • • • • f 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L( CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED L '37''" n (,� C FIGURE 4: FIGURE 5: FIGURE 6: ( ) Q -•• SLATE F 4>J YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALt=3E 60�'i•T,yAND BE A MINIMUM OF .125" - T (V THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045" TACK!18 GAUGE). L•f�IVRJA'�L 1vrEELT0BE�T • 1"X2.75"X.375"MULLION ��S •F40RIOP•LEAST. 125' '• loll 0 THE MATERIAL #1 & #12 ANCHORS ICK AND A36. ALLAN NTO WOOD MAYIRS INTO AL SHALL"ND Af Li BE STEEL,, l✓ ♦ S.S.OR SS, • : : R�DS BE`0ONp : : /",,10NAL E�G�� • • • • • • • • • A. Lym MILER, P.E. • • • • • i • _ • FL P.E.# 58705 • TABLE 4A --- _ l icn Capacity Table ,Ihs7ft') Opening Width (far vertically -spanning mullions) or Opening Haight (for murizorllally-spanning moons) 50 in 601n 70 in 80 in 90 in 100 in 120 in 140 in 160 in 1 x 2.76 X Rectangular Loading Trap/Tdang. Loafing Reciengulzr Loadng Trap,Tdang. Loading Recl.ngC:iar Loading Trap/Triang. Loading Rectangular Losdng TrapiTdang. Leading Rectangular Loading Tdang. ading -. Rectangular Loadng Trap7rang. Loading Rectangular Loading Trap/Tdang. Loadn9 Rectangular Loafing Tmprdang. Loading Rrstangular loading Trap7Tdang. Lcadng .650 Alum. Tuba r x r fa tor QK a GLL' z• o CC +�e.2 ¢t�l ¢¢ r is c QC r -_° 2 r o9rc 40-' a $ 3 �c g S o•e3 2 QK a a u `Ez e M-1 z• Aa� , tcc Q 1K r r`a u'q 4M 3 M' t'b <K � 2 rcc a GM m 2n � QR = za SC E c .ccc QK _ 3 =K t - _1 aMullion t2 42 in 170.0 620 170.0 435 170.0 7/4 770.0 478 i7D.0 88B ilO.D 506 : 170.0 992 170.0 519 170.Q tt16 41 770.0 1210 ilO.D 521 1700 1488 170.0 521 158.7 1620 170.0 521 138.8 162(I 170.0 521 48 in 170.0 703 170.0 524 170.0 850 170.0 564 170.0 992 170.0 cm 170.0 1133 170.0 Set 170.0 127E 677 JI 170.0 1417 170.0 NO 141.7 1417 170,0 NO 121.5 1417 170.0 680 1063 1417 170.0 66D So.=in 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1D46 170.0 684 170.0 1195 170.0 723 162.8 1256 747 146.3 1286 110.0 7W 121.9 1286 170.D 756[47..2 1286 170.0 755 91.4 1286 170.0 756 54 in 170.0 797 170.0 612 170.0 955 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 1103 133.9 1130 837 120.8 113 117(11 650 100.5 1130 17U $61 1130 170.0 881 75.3 1130 170.0 861 001n 170.0 885 170.0 701 146.5 915 162.3 761 125.5 ➢15 144.5 746 109.9 916 132.3 735 97.6 915 726 87.0 915 118.5 720 732 915 114.4 715 915 114.4 715 64.9 015 114.4 715 63 in 151.8 830 161.9 710 126.5 e30 138.9 694 105.5 030 123.2 681 94,9 830 1122 670 84.4 $30 662 75.9 830 99.4 656 63.3 830 94.5 1349 030 64.1 649 47.4 830 94.1 64966M 132.1 757 140.0 650 11 D.0 757 119.8 ISM 94.3 757 105.0 624 825 757 96A 814 73.4 757 606 86.0 757 64.2 600 55.0 757 79.0 593 757 78.2 591 41.3 757 78.2 591ia 72 in 101.7 636 100.8 552 84.8 836 91.0 540 72.7 638 80.1 530 63.0 fi38 722 521 6&S 636 514 50.9 B38 823 506 42.4 636 57.2 500 616 55.3 497 31.8 836 552 497 701n 66.5 $71 90.4 496 72.1 571 76.8 488 8 . 11 67.4 479 54.1 571 60.6 471 450 571 464 43.2 I 571 51.8 458 36.0 871 47.0- 451 SN 44.6 447 27.0 571 44.6 446 78 In 80.0 542 83.4 474 66.7 542 70.8 465 571.1 542 62.1 45E 50.0 142 M.7 449 44.4 542 51.0 442 40.0 1 542 47.5 437 33.3 642 42.9 429 542 40.6 425 25.0 542 40.1 423 101n 351 43.E 407 45.4 355 372 407 3➢.6 349 32.5 407 36.3 343 28.9 40T 32.1 338 26.0 407 29.8 334 21,7 4D7 26.1 327 407 24.1 322 16.3 407 23.0 319 96in I 320 35.8 358 37.2 114 30.7 358 32.4 3W 2C8 358 25.8 304 23.8 358 26.1 300 21.5 350 24.0 216 17.1 358 21.0 289 358 182 284 106 i1 &419 255 25.1 223 25.9 251 21.5 283 22.5 247 18.8 253 19.9 244 16.7 283 18.0 240 16.1 283 16.5 237 1111n 242 23A 267 23.8 238 10.5 287 20.6 235 17.3 287 18.3 231 15.4 267 16.5 228 120 in 208 19.3 229 18.8 205 15.7 229 16.2 202 TABLE 4B Anchor Capacity Table bs Substrate: 2.Ik Concrete 3.5k Conc. Hollow CMU Filed CMU PT Wood Metal Anchor COP Patterns Anchor Type: 3116' F1co Unracdn i/4" Eli Mine- 5/16" Eco Utbaocn y1e• Eioo Utlncon IW Eli Ultra- 1W SS Ec0 AOgmGaior 5116- Elco USracon 1/4" SS E100 AggreGator Sl rhOS ' Screw (G5) Rig Steel Screw (G5) 412 Steel Screw (135) Edge Distance (ink P' 2-1/r 1` 2-1/2' 3-118" 1" 241T 1' 2-lr2 2- 3.1/8' 2" 0AW D.SP 0324' Embedment M. 1-3/4" 1-3l4" 1-3/4' 13/4" 2- 14W 1-1/4' 11/4° 1-1/4' 1-1/4'1 1-1/4" 2° 130 I.3/e" Nark. 2 Arch- Q4.75'Mtn. O.C.Stallardor Olrs1 pip (FM. 1kl 99010. 11 41lbs 690 lb. 1.11. 270Its 2601tx 354 Ice 740l1b. 3741bc 684 IGs 9461bs 341 Its 4421. 5601be 4 Anchor. ®1.1 S" Min. O.C. / Standmd ]be 700I n N/A WA WA WA 300 lb. WA WA WA WA WA 6621hc 985 1120 Ibs 4 Anchos @ 3" Mln. O.0 / (2) 2x5 AngleCips ! (Ftg. 3} 780 lbs 780 9t. 680IN 1560 the 1896 bs 540 Its 6601bs WA 760 •s 748 es 88D Ibe le921b. 6821bs 885 1120 a. 2 Amhom Q 0.450 Mtn. O.C. l U-Clip. Into .VT A..n. (Fig- 4)= WA WA WA WA WA. NIA NIA WA WA WA WA WA WA 715Iba 1 Aclgr i F-Clip (Fig. 51: 1951as I... 22S ib. 44S Ds 822 We 135 Iba 1401. 177 ma 370 lb. 187 Iran 332 Iba 473 Ws 171 Ibs 221 •s 280 Ws 2 Anchors 0 1.1> Mln. O.C.' F-0IP n. 5)r 240 Its 3501b. WA N!A WA WA 1201bc WA N/A WA WA WA 341 Its 442 I6s 5601Ds NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (:71) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, R r ANCHOR CAP.,,,"°'�cr. (OP,,,)X{ )=ANCHOR CAP.,,,, MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 0 C7 a tr G 0 U X IX PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 FIGURE 1: • FIGURE 3: • FIGURE 2: ® ® e s TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIgTH$ IS ALLOWABLE. • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, S!E SHE61'S y-2;� • • 2.750" u Ir1// ,.�` apN......NN,y�� l� �� 0 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTWNSSH(JVJ*� 0,V%REE%2Y23.• • • • • ��:.•' L10ENgF'•, Q: F '•� FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUTALLED• • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90, WOOD SHALL BEPRESSURE-TREATED • • 650" L .,• ! (-� _ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' :_ 0 ' Y THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (19GAUGFj. $TRUCTU STEEL TO BEAT LEAST.125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXANMT LEAST 3 SCRJ�iRF•ADS BEYOND • 1X 2.75, X.650' MULLION �T '- ATE 0 !4; %�s •'• FL ORION•.•'G�� i THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 14AS.1. OR: 0 S.S. • • • • • • • �S/ONAC E ONN 7j/ • •• • • • • • • • • • • • • • • • ! 4 A. LYft WULLER, P.E. • • • • • • • • • FL P.E.# 58705 •st • • • • • • • • • • • • TABLE 5A Mullion Capac"iy Table (Ibs76') Opening Width (fora rticaly-spanning mLaicns) or Opening Height (for hcrizcrta0y-spwnirg mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 150 in I- x 3.125" Redeng,rlar Lcading Trp/7n". Lodding Ree.nIlU. L-ling Trao!TAang. Loading Re018n0ular Loading TreplTdang, Loading Rectangulu Loadng Tmp,'Tdeng. Loading Rectangular Loedng Trap/Tdang. Loadng Rectangular Lmd6 g TrepfTrlang. Loadh!g Rectangular_ Loading Trap,76. g. _owing Rectangular Lowing Trap/7H@ng. Lmdng Recangular Laadng Treprriiang_ Loadng .600" Alum Tube Mull 0 0 t � a �a o 1i Da o t . c1 . cio r 0 a 0 l a 8 sa 2• �. oa gS L L v £ Z• ci oa A av r3 .� o _£ r v a ts" 2 o D �a tQ D o a �a t-`d, 2:' u 2• o r 2• & € L' o0 is L• 0 0 r Lr �� I L �a S a `> i3` LP o .`_ ug ci_ ,_-��' Ea te. o d`c 42 in 170.0 62D 170.0 435[13 744 170.0 475 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 IBM 170.0 521 48 in t70.D 708 170.0 524 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.D 1276 170,0 677 170.0 1417 170.0 680 157.7 1577 170.0 580 135.1 1577 170.0 680 118,2 1577 170.0 560 50.625In 170.0 747 170.0 663 896 170.0 631 170,0 1046 170.0 684 110.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1496 170.0 756 121.5 1495 170.0 756 106.3 1495 170.0 756 54 in 170.0 797 170.0 512 956 170.0 691 1700 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 637 149.5 1401 170.0 856 124.6 1401 170.0 861 106.8 1401 170.0 981 MA 1401 1-10.0 861 60 in 170.0 BM 170.0 701 1063 170.0 797 158.5 115e 170.0 878 138.7 1156 187.0 928 123.3 1156 156.5 917 111.0 1156 149,7 910 92.6 1156 144.5 903 79.3 1156 144.5 903 69.4 1156 144.5 903 63M 170.0 930 170.0 745 1049 170.0 850 137.0 1049 145,5 860 119,8 1049 161.7 B46 106.5 1049 1320 83S 95.9 1049 125.5 828 79.8 1049 119.3 820 68.5 1049 148.9 819 59.8 1049 118,9 BIB t at B61n 166.8 955 170.0 789 -W 151.3 804 t19.1 955 133.7 782 104.2 956 121.4 775 92.6 955 1128 765 83.4 955 106,4 757 89.5 955 90.8 749 69.8 955 96.7 748 521 055 89.7 748 4 j 72ro 128.5 803 134.9 697 NO3 114.D 682 91.8 803 f01.1 B70 80.3 803 911 859 71.4 B03 83.8 649 fi4.2 803 78.8 842 53.5 803 722 632 459 W3 69.8 -528 40A am 69.7 827 76 in 1 W.2 721 114.1 63 721 970 616 78.0 721 45.1 605 �.3 721 70.5 595 60.7 721 70.1 586 64.6 721 65.4 57D 45.5 721 59-4 SW 39.0 721 58.8 564 34.1 721 56.1 583781n tOtA 684 105.4 SOD 684 69.1 587 72.2 684 78.6 578 fi3.1 884 70.4 SW 56.1 684 B4.4 558 50.5 884 59.9 551 421 884 54.1 541 38/ 6B4 51.3 53@ 31.6 884 50.0 534 90 in 85.3 514 67.9 458. 614 57.3 448 47.0 1 514 1 50.0 440 41A 514 44.6 433 36.5 514 40.6 427 32.9 514 37.3 421 27.4 514 33.0 412 23,5 514 3DA 406 20.8 514 29.0 103 961. 54.2 452 55.7 404 45.2 452 47.0 396 38.7 412 1 40.0 311 33.8 452 38,4 J84 30.1 452 32.9 378 27.7 452 30.3 373 228 452 28.6 385 19.4 452 24.2 359 16.9 452 226 355 10Bh 36.1 357 38.9 322 3t,7 357 32.7 317 27.2 357 2B.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.0 299 15.9 357 18.0 293 13.8 357 18.2 287 11.9 J57 15.0 2B3 Ill 81 36.1 338 35A 306 29.2 338 30.1 301 25.D 338 26.1 i96 21.9 338 23.t '1 292 78.5 338 20.8 2B8 17.5 338 19.0 286 14.8 338 t8.5 278 12.5 378 14.8 273 71.0 338 1J.8 269 1201n 27.7 289 28.2 283 23.1 289 23.7 259 19.8 269 20.5 758 17.3 289 18.1 252 15.4 299 18.3 249 13.0 269 14.9 246 1 11.6 1 289 1 42.8 1 240 1 0-9 1 289 11.4 1 236 1 8.7 1 289 1 10.4 1 232 TABLE 5B An horCapacity Table s) Sutalr4le: 2.7B C-de 3.5K C., H010 CM0 Filed CMU PT Wood Mda Anchor CBp Pattenit Arxhor Type 311G Eico UBrac On 1/4"FJcoUtiacon 5'1B'Elco Uttrscon 3716'ElcO UBram1 11S Elcounra<on 1/4"SS EIco AggreGanr 918'Etco URMW 114"SSF110 A99W.9er #10Sted S-W (G5) W72SIW SCreW (GS) d12 Steel S-(W) Edge astarce(inj 1" 2-1/7 V 2.1/2 341W 1' 2-12• 1" 2-1/2' z 3-1/8" 2• 0-48` 0.50 0.32C EMbe*neM n 13/4" I3w 1-314' 13'4" 2" 1-114" 1-114• 1-1/4' 1-11J' 1-1/4" 1-Ife 2" 1.318' -ir- 12fes 2 Andrus 0 4.7T MIn O.C. / Star da l a OIBet C11p (Flg. I} 390 ros 300 to 450 Obs B90 IDs 1644 bs 270lbs 2001be 354 IDS 74010s 374 Its W t6 D481bs 341 Ibs 442 bi 560 Ihs 4 Anch=@tlii"Min. O.C. I St -lard for Met) Clip(Flg 2} 480 M. 730 es N/A WA N/A NIA 3801h1 NIA WA NIA WA WA M21b5 8851bs 1121 ips 4AnCrW @ T Mtn. O.C. / (2) 215 AngleCllps I (Flg 3): 780 OS 780 to W Ibs 15601ts 11 W ft 540 U 56010a N/A 760 MS 748 In 880 Its 18921t. 682 Ws 88516s 112D Ibs 3AMhoM @ 0.45- Min. O.C.I U-Up, Inlo 125' (}l¢ L N!A WA N/A WA NIA NIA WA NIA WA NIA WA WA WA WA 1073 lbs i Arcror/fCA¢(Rg 5): M IDS lbs 19810s 225 bs -0451Gi 822165 t35lds 1�104 177 oc 370Ihs 1671os 332 Ibs 473 �5 170 bs 221 Ibs 28(1 ltn 2 Anchors ✓� 1.15' 69n. O.CJ F CIIp (Flg. 6T 2401D5 3501CS I N/A WA NIA N/A 7906s NA WA NIA WA WA 341 Ibs 4421b; 5601bs NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,.) X (ANCHOR CAP. m , \ _ ANCHOR CAP.... USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as comp ing with the Florida Building ode NOA-No. 17.0630.01 Expiration Date 05/26/2021 FIGURE 1: FIGURE 3: FIGURE 2: ----�' ® ® 1-1.000-4 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING j((jjTHS IS ALLOWABLE. • • e • • • • • • • .125" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSI NS�SEL-ETl21it3. • • `( 7/7 `�.� aONY LYN,y '� ' �� . o ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIWONS $j QWtj c%;HP� f' -A. • s • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • 1,7CENS Q�.• F •'•,%(1 '� • • • • • • • • • • • tg, : No. 58705 ANGLE CLIP MUST BE USED IN PAIRS. • 41 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLE•0 • • • .500" .it• CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED - FIGURE4 FIGURES: FIGURE 6: • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BEAMINIMUM OF.1251 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICKt18 G/RI` ). STRUCTURAL STEE- TO BE AT t" X 3.125" X .5' MULLION LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EtTE10 AT IIEAST 3 S - (1" VF MULLION) f�iENt(TFj�iSBEYONi • O� •. SATE •�� . •,•o0O . s R[DP•.•'G�l��: � ® O i THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, � S. OR 410 S.S. • • • • � • � � • �'��NAL EN 0� • • • • • • • • • • • • • A./LYN(t11MIRdE'F2\ P.E. • • • • t • • • • _ • FL P.E.# 58705 • • • • ••• • • • ••••• • • • • • • TABLE 6A Mullion Capacity Table 8bsltt2; Opening Width (far verbca'Jy-spanning mulliC s) Opening Height (far hodmrtaly-spanning r idlions) 50 in o"0 in 70 in 80 1n 90 in 100 m 1201. 1<0 in 1 Ea m 1 x 4x.125 R.tang'ia Loading TrapfTdang. Laadln9 Rectangrlx Loading Trap7Tdang. Loading RactanOWar Loading TraWTdang. Loading Recmn001ar Loading Tapl-n Loading Rectangu Loading rapm g. Loading Fl c-ng l Loading Trap/Tnang Loading - RectangNar Loading T'WTdang. LoagnB Rae nguler Lcading Trap/Trian9. Loading Reclangtdar Loading Trap/Tdang. lcadir.8 Alurn. Tube Mullion Z. A 2 "- s L &9 TFi -- & Z• �• a� 7ill! a 11! J-51 � Y P c .�' v8 ¢ K .� a i o L / a ¢ 3 m L gG F - .�' F F F = F -6 l• L _ ¢¢ F' mg3A l ¢ K f c ¢ K S c ¢ K 42 in 170.0 320 170.0 435 170.0 744 170.0 478 170.0 ' B68 17C.0 506 170.0 992 170.0 519 170.0 1116 170-0 521 170.0 1240 170.0 621 17C,0 1488 170.0 521 145.3 1469 170.0 521 127.6 1489 170.0 521 48 In 170.0 708 170.0 524 170.D 850 170.0 554 170.01 992 170.0 630 170.0 1123 170.0 661 170.0 1275 170.0 677 156.3 IW3 170.0 680 130.3 13M 170.0 680 111.7 11303 170.0 6W 97.7 1303 170.0 680 50.625 in 170.0 747 170.0 563 170.0 895 170.0 631 170.0 11046 170.0 684 170.0 1196 170.0 723 156.1 7235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 756 87.8 1Z35 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170A 754 754A 7155 170.0 803 2 5158 170.D 837 123.6 1158 170.0 86S 102.9 1158 170.0 861 88.2 i 1158 170.0 861 T7.2 1158 170.0 561 6A in 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1 1042 161.1 832 125.1 1042 146.7 815 1112 1042 .8 801 tOD.O 1042 t30.2 791 81.4 1042 125.1 M 71-5 1042 MA 782 625 L042 125.1 782 631n 170.0 830 170A 745 151.2 992 783.6 818 129.6 892 144.4 798 113.4 892 137.0 782 100.E 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 84.8 992 108.0 744 56.7 992 108.0 744 661n t65.4 947 170.0 789 131.8 .7 1..() 7. 1111.1 947 130.3 758 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 1072 727 68.9 947 95.1 713 89.1 947 04.0 711 51.7 947 94.0 711 C 72 in 135.9 849 142.7 737 113.2 849 IV A 722 97.0 1 849 106.9 708 84.9 849 96.4 696 75.5 849 88.7 686 67.9 849 82.7 675 56.6 80 75.3 659 48.5 849 72.5 652 42.6 $49 72.4 651 J 761n 115.5 762 120.7 666 96.3 762 1=8 652 S25 762 90.0 640 R2 762 80.9 629 64.2 762 74.2 620 57.5 762 692 613 48.1 762 62.8 602 41.3 762 59.9 597 36,1 762 59.4 5m .e 781n 106.9 724 IiIA SU 89.0 724 94.6 621 76.3 724 82.0 609 $6.8 724 74A 599 59.4 724 68.1 591 53.4 724 63.4 533 44.5 724 67.3 573 38.2 I 724 64.3 56 33&4 724 W.5 5W 90 in 69.6 543 71.4 453 68.0 543 60.7 474 49.7 126-5 543 52.9 466 43.5 543 4TI 418 38A 543 42.8 452 34.8 643 39,5 448 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 961n 57.3 478 58.9 42T 47.3 478 49.7 419 40.9 478 432 4/2 35.6 478 38.5 406 31.8 478 34.8 400 28.7 478 320 395 23.9 478 28.1 386 20.5 478 25.6 300 17-9 476 24.2 376 108 In 40.3 377 41,1 341 33.5 377 34.6 335 28.8 377 30.0 330 252 377 26.6 325 22.4 377 24.0 321 2D.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 Um III In 37.1 357 37.8 323 30.9 357 31.8 318 357 27.0 213 23.2 357 24.4 309 2cS 367 22.0 305 16.6 357 20.1 301 15.4 357 17.4 294 12D in 29.3 305 29.8 279 24.5 306 25.1 274 21.0 308 21.7 270 18.3 308 192 287 16.3 306 17.3 293 1441n 17.0 212 17.2 1 196 TABLE 6B Anchor CzDacltv Table Iba 500.te: 27k gRn9W2 _ 3.6k Cores. I CMU mud CMU PT Wood Metal Anchor C9p Patterns Amha Type 3/16^ Eloo Uhacon iFt' Eko Ultracm 16 �0 Ultraeon 'Ji6" Eko Ur-- 1M' EI . Unracon 1/4" SS Eko AOWSGex 5116' Sl . Urmon 1/4" S9 Eloo A9ateGator 410 Steel Scnw(G5) •12 Steel Scmw(GS) #12 St W Scim(G5) Edga Dlsl-fin? 1' 2-VT /e^ 1^ 2-1/2" P' 2-1n" 2^ 3-116' 2' 0.49' 0.54^ 0.324" Emdm beent Mk 1-3/4' 1-3/4" 4" 1�/4 2' 1-1/4" 1-114" i-1/4" 1-1W 1-1/4" 1-1W 7 1.3/8^ 14V wrles 2 Anchro a 4.75 Min. O.C. I Standard a O6set Cep (Fig. 1&2y 3901bs 390Ik. 4501hs 1844 lbs 270 Ibs 280Ibs 354 Its 740 Its 374 Ibs 654 Its 9461bs 341 an 4421bs 660 b. 11o0 Q 2.25'MIn. O.C./ r OBsel) Cllp(Fi. 3: 700 Ibs 700 It. J80 Its 1410IW 9521bs NIA 560 the WA 6301bs WA eW ihs N/A 662 Its 985 Iba 11201t. 8 Anch-@1.18set)6"Mh O.C./St2 or0F 960 bs 1400 Its WA t4lA WA WA 760 Ibs WA WA WA WA WA 13631bs 1770Ibs 22406 4 nclna n. .G/R)2x5 An91e Clips I(Fig. 5): 780 tl1s 7801bs 880 Its 1580 ms 1695 Ibs 5401bs 5601ba WA 7609rs 7461ba 8801bs 18221bs 1 682 Ibs 8851bs I 11201. 6 Anchors @ 3^ Min O.C. / (2) 2x5 Angle Caps I (Fig. 6): 117016a 1t701bs 10201M 23401bs 2844 Ws 8101bs 8401bs NIA 11401bs 1122 Ibs 1320 Ibs 2838 Ibs 102Z Ibs 73Z7 l09 1600 0% 4 Anchm ® 0.45" Min. O.C. / LLQIp, into .125" Alum. IN- 7): WA WA WA WA WA WA WA NIA WA WA WA WA WA N/A 143016s 2 Anch- ®2 25" Min. O.C./F4QIp (Fla. 6): 3501bs 3500. 290It. 705 t0s 478 Ma WA 2801bs WA 315 @s NIA 4401bs WA 341 105 4421bs S601bs 4 Anchors ® 1.15' Min. O.C./ FQip (F19. 9): 480lbs 700 81s WA NIA WA WA 3801bs WA WA WA WA WA 692 Ibs 885 ex 11201bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. � FIGURE 1: FIGURE 2: FIGURE 3: IGURE 4: �FIGURE 8: I' �•1 • • • • • • I I -I 1 II 8 •I l 111 1- n I -I • • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ) X(;;;,�; ,_•, _-_ '"`�=ANCHOR CAP.,,,a USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. EE • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. + • • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING CIDAg I§ AL91OWABLE. • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAL�. FOR EXAOi DIWENZOf S E S�iZ2CS 21#3. HO ES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE T�iICTI&I"StHO` NON S S �-2:R JUG L5 SH W SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO Aj;-8 C-909. wwD SHAU,9E PRE§SURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SH4 B 6063A5 AND BE•4 M)j4I&W F .125" TACK. STWL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK (I8a GE)•STRUCTURAL46TET•L Tip AT:EMPT.115"'MiICK AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AS LEAST 3:f RE1A THRIMS INEYQDID JHE TERIAL #410 & #12 ANCHORS INTO WOOD MAYBE STEEL, 1" S.S. OR 400 S.S. • • • • 9.0 • • • ••• • • t44 PRODUCT REVISED as complying with the Florida BeBding Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYNN r", "ta.•••�1GENgF'•. �� i �. No.58705 ' /z SATE � jfl/7 NAL A. CSh9NMILUIIK P.E. FL P.E.# 58705 TABLE 7A ------._-....._.- Mullion Capacity Table (IbVe) Opening Width (-orvertcally-sparring mul5orls) or Opening Height (for I-crimmally-spanning mullions) 50 in 60 it 70 in 80 in 90 in 100 in 120 in 140 in '� 160 in 1 X 4 L.3T5 Reetang,dar ding Trap77danq. Uading Recreng�dar Loading T-17iang. Loading Rectangular Loading T2Prrdana Loafing Rectangular Loading Tmp.Trian9. Loadfng Rectangular Lnad'mg Trap/Triang. Loatl(ng Rectangular Lcadrg TmprTdan9, Loacing Rectangular Laadirw T p7Tnang. Loading Rectangular io2Nng T.prr-M. Laaing '' Recaangular Loafing T.P'Tdang. '_oading Alum. Tube & "T." Mullion 7!3 ax on s I a� ¢`c" ode a`� S& f die €p f ��8£ a`e� s- t= arc € �' )se ¢r € �' s�£ �a a`z € �� t= ad ott �' a`rr aS < �a a� a 3 "S a`rc z < 42 in 170.0 620 170.9 435 170.0 7M 170,0 478 170.0 888 170.0 506 1T0.0 992 17C.0 519 770A 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170,0 521 170.0 1736 170.0 521 170.0 1983 170.0 521 48in 708 170.0 524 170.0 850 170,0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 17C.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 650 151,8 2024 170.0 680 50,625 in 747 170.0 583 170.0 898 170.0 631 170.0 7M6 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1700 1494 170.0 756 170.0 1793 170.0 756 158.0 1919 170.0 756 136.5 1919 170.0 756 54'n 797 170.0 $12 170.0 956 /70.0 691 170.0 1116 170.0 764 170.0 1275 170.0 BW 170.0 1434 170.0 837 170.0 1594 170.0 8W 159.9 1799 170.0 861 137.1 1799 170.0 861 120,0 1799 170.0 361 60-n 88.6 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 $70 170.0 1417 170.0 944 170.0 1504 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 972 1619 170.0 1063 63 in 930 170.0 745 170.0 1115 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1016 156.7 1542 170.0 1076 141.0 1642 170,D 1122 117.5 1642 168.5 1158 100.7 1542 16T9 1157 88A 1542 167.9 1157 66 in 0 974 170,0 789 17C.0 1169 173.0 903 170A 7364 770.0 7002 160.6 7472 1700 1086 142-0 7472 166.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1100 91.8 1472 746.0 1104 80.3 7472 148.0 it Dd a W 72 in 0 1063 170.0 878 170.0 1275 170.0 iW9. 150.8 1320i6fi.2 1101 1320 13Z0 1{9.9 1082 117.3 1320 137.8 1068 105.fi 1320 128.8 ]049 88.0 1320 117.0 1024 75,4 7320 112.E 1013 66-0 1320 112.5 1012 e T6 In 0 I 1122 170.0 937 149.6 1184 1594 1013 128.2 1184 139.9 994 112.2 1134 125.7 978 99.7 1164 115.3 964 69.8 1134 107.5 952 74.8 1134 97.6 935 6A1 1184 93.1 927 56.1 1184 92.3 925 78 in 1 1124 170.0 967 138.4 1124 147.0 90 118.E 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 96.5 906 69.2 1124 89.0 890 %3 1124 84.3 881 51.9 1124 83.2 870 90 in 1 844 1115 750 90.1 844 94.3 736 77.2 844821 724 87.6 $44 73.3 712 60.1 644 66.6 702 54.0 SM 61.4 693 45.0 844 54.2 678 38.6 844 W.0 866 33.8 844 47.7 662961n 742 91.5 663 742 742 77.2 652 63.6 742 07.2 641 65.7 742 59.8 831 49.5 742 54.1 622 44.5 742 49.8 81d 37.1 742 43.8108 e1 555 63.9 530 62.1 566 53.8 521 44.7 586 46.6 $13 39.1 686 41.4 505117 in 555 58.8 W3 48.0 955 49.3 495 412 555 429 487 a8.0120In 475 48.4 433 38A 475 39.0 426 326 475 33.7 420 28.51441n 330 28.7 305 Y20 330 224 301 18.9 330 19.3 297 i6.fi 330 17.0 293 TARI F 7R Anchor Capacity Table b: Substrate: 2.7k Concrete 3.0 Conc. I Hallow CMU Filled CMU PT Wood Mete) Anchor Clip Patterns Arxllor Type: 3/4 EIOo W.- i/4" Elco UlVaem Slaw Eko Uli 3116` Eto Ultracon 1/4' Ebo Ultracm IW 55 Ebo AggreGatat 5116"lice Uft- 1W SS Ebo Aggrai #10Sieel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Reterwe(m} V 2-1rz 1" 24W 3.1/8" 1" 24t2" 1- 2-1/2, 2" 3.116' 2- 0,46" 0.54" 0.324' Embedmem &Y. i-314" 1-314" 1a/4' 1-314" r 1-Im 1-1/4' 1-1/4" 1-1/4' 1-1W 1-1W 2" 1-378" 1-3m- feria¢ 2 Anchors @ 4.75' Mi.. O.C.1 Stiii m tMset Clip (Fig. 1&2k 3001W 390 Ibs 450 Ibs 890lbs 16441bs 270 U. 200 P. 35411 7401M 3741bs 6641ba go it. 341 be 44211 5601W 4 Anchma 225' Mtn. O.0 I Standard (or O•et) C8p (Fig. 3p 7W Ibs 700 IM 580 bs 1410 In 952 lbs WA 56D lbs WA 0301M WA si WA 6821. 885 Ibs 1120 ba B Armors @ MY Min. O.C, I Stiii (or Obet)Clip ft. 4l 9601bs 1400 Ibe WA WA WA WA 760 H. WA WA WA NIA WA 1363 ft 17T3 Ibs 224U Ds 4 Ambom a 3" Mln. O.C. / (2) 2a5 Angle i I (Fig. 5),1 780 I1 780lbs 00 lbs 15W IM 18951M 540 bis SW bs WA 760H. 748 IN 080 lb. 16921M 6821. 1 It>s 1120 Poe 6 Anchors Q 3' Min. O.C. 1 (2) 20 Ante Giya I (Fig. 6): 1 117016s 1170 IM 10201M 2340 Ibe 20471bs 8101M 8401M WA 11401bs 1122 ®s 13201M 283E IDe 102216e 1327 Ibis Ieac IM 4 Anchors ® 0.46" Min. O.C.I UOIi Inlo.125" Alum. (Fq. 7): WA WA WA WA WA WAWA WA WA WA NIA WA WA N/A 14301be 2 Ami 0 22S Min. O.C./ FLIip (Fl9. 1 3501ba 350 IM 2901. 7051M 476 ba WA 2801bc WA 37510s N/A a40 fM WA 341 1.442 Its 5601M 4 Anchors 0 1.15' Min. O,CJ Fop (Fig. 9k 4801be 7W Ibs N/A WA N/A WA 38D The WA WA WA NIA WA 682 this 8851be 11201M ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X / ANCHOR CAP.,,o,,," N _ ANCHOR CAP.,,e \MULLION CAP.,,„,,,N," USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION- IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --1 10621, �--- FIGURE I: FIGURE2: FIGURES: FIGURE4: FIGURE B: FIGURE 9: • • • • • • • • • • • • FIGURE 5: FIGURES: FIGURE 7: • • • • • • • • • • ply /�Illlr��j�j ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 00 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIpTH:IS $LL(jNFF48LE.• a ••3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FCIRgXACOEMMSMSIQNS,SHEETS 21.23, HOLES TO BE DRILLED IN THE FIELD FOLLOWIVPIT1 EjSLORALf(ES•RI(1IiSHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE iiCLE L�RTION&4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONF RM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEO YELLOW SOUTHERN PINE WITH ANf qF 0.". ALUMINUM46HALL Bf 6063-TS AND BE A MINIMUM OF.125"THICK. STEEL STUD T48EADINIMUM GRADE 33,ANp.045" 5" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.165"THI AND�iNw36* LMNOHORS•INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BDWONDi 9ATER� #1II&02 • ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S,S* • • • • • • I f�LLION • ••• • • •• •• • ••• --j 1.000" r- ABLE 8A Mullion Capacity Table Ibs/it! Opening Width (for wrtjmJl snap^ing mesons) on Opening Height (:or;,onzontsiy-sparnireg m-Nons) 50 ir, 60 in 70 in 80 in 90 in 100 in 120 in 140 In 160 n 1 25" x Rectangular Loafing Trap?rang. Loading Rectangular. Loading Trap/Tharg. Loafing Rectangular Loadng Tnp/Tdang. Loading Rectanguar Loading TrapTdang. Loading Recla�ryylar Laadbg Trep/Tnang. Loading ReCangular Loadln9 Trspl idang. Loatling Rectanguar _ozQing Trop?dang. Loading Rectangular Loading hap7fneng. Loading Rectangular Loadln➢ Trapriri en➢. Lcadir>8 3.188" x .265" Alum6 Tube Mull Jav x 3 r da r J i� a M5 r �� <�2 a� 8L �o r J S" 4.2 z J o� �� r J `�� arc" r o 2o J< `= �rc z J 2;- r Ja r� a`c J o� f� p Ja a.9 arc r J € sue, ua t� P a`rc r J S� A! t� dra J §� �. r 4a �= rc J = z Jv a J F J� G �� a J ¢ca r J ? J9 15 ¢�o: g J M f a .8 i a a i 39 a J9 42 in 170.0 920 170.0 435 170.0 744 1700 478 170.0 8W 170.0 5W 170.0 992 170.0 519 170.0 fit6 170,0 521 170.0 1240 170.0 521 170.0 5488 770.0 527 770.0 1735 170,0 521 151.6 1769 1700 521 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 66' IM.0 1275 170.0 6T7 170.0 1417 170.0 680 154.8 1548 170.0 680 1327 1543 170.0 650 115.1 IMB 170.0 680 50 625 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 1700 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 146E 170.0 756 139.2 1468 170.0 756 1193 1468 170.0 756 104.4 1468 170.0 756 54 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1273 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 855 122-3 1376 170.0 861 1G4.8 1376 170.0 881 91.7 1376[7. "1 Wln 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 875 139.0 1138 167.4 930 123.8 1158 156.E 919 1112 1158 150.0 912 92.7 1158 144.8 905 79A 1158 149.8 903 69.5 1158 905 63In 170.0 930 170.0 745 160.1 1051 170.0 660 137.2 1051 155.9 862 120.1 1051 1420 849 106.7 1051 132.3 837 96.1 1051 125.7 530 60.1 1051 119.5 822 88.6 1051 119.1 $21 80.0 1051 821 68 in 167.1 957 1700 789 739.3 957 151.E 805 710.4 957 134.0 790 104.4 957 121.E 777 92.8 957 172,8 767 83.6 957 108.6 759 69.6 957 100.0 150 59.7 937 98.9 748 52.2 957 748 m 72 in 128.7 804 1352 698 107.3 404 1152 664 91.9 8C4 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 904 78.8 $43 53.8 804 723 633 46.0 804 69.9 629 40.2 804 628 761n 109A 722 114.4 630 912 722 972 618 782 722 86.3 60fi 68.4 722 76.7 596 60.e 722 70.3 588 54.7 722 63.5 580 45.6 722 59.5 570 39.1 722 W.7 WS 34.2 722 564 78 in f01.2 883 f05.6 60D 6/.4 BB3 89.8 588 723 665 78.5 577 6].3 685 70.5 568 56.2 885 64.5 560 50.6 685 60.1 553 4T2 885 543 643 36.2 885 5f.4 537 31.6 6B5 536 901n 65.9 $15 68.0 457 54.9 615 5/5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.8 426 33.0 615 37.4 422 27.5 515 33.1 413 23.5 515 305 407 20.6 515 29.1 404 961n 64.3 453 55.6 404 45.3 453 47.1 387 36.6 453 41.0 391 33.9 453 36.4 385 302 453 33.0 3T9 27.2 453 30.4 374 22.6 453 26.fi 366 19.4 453 24.3 350 17.0 453 22.9 356 106 in 38.1 358 39.0 323 31.8 358 32.8 319 27.2 358 28.4 313 23.8 358 25.2 308 212 358 ?2.7 304 19.1 358 20,0 300 15.9 358 18.0 293 III In 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 339 232 293 19.5 338 20.9 289 17.8 338 19.1 285 I 1201n 27.6 290 26.3 264 23.2 290 233 260 10.0 290 20.6 256 17A 290 18.2 253 15.4 290 16.4 249 1441n 16.1 2C7 153 186 TABLE 8B Anchor Capacity Table libel Sttztrale 27k Corcrde 3.6k Cone. H.0-CMU FIBed CMU PTWmd Meal Anchor Clip Patterns Anchor Typc W6'FJco UA=m VS E"Ult-W 5116'E1co III- 316, Elcg UftMm 1/,r Eko Uloacrm V4^SSEI00 AggWe' r 6b16'Elco Uk- 114'SSEtco Aggf2Gad #10 Sled S-(GS) N12 Steel SCIft G) A1231c1 Scree (135) Edge Distancelln711.&4- 2-172 1" 2-1/7 3.1/8" A 2-V2' 1' 2-112' T 3.1ir 2' 0AV 0.54, 0.32V EmbedneR n: ivr 13/4` 1-wr 2" 1-V4" t-114" 1.1/4" 1-VT 1-1/4" 1-1/4' 2 13R' I-w2 AtxMs Q 475' Min O.C.I Standal; or Offset Clip (Rg 1): 390 its 450IDs 890 es 16" Ibe 2TO Its 2801bc 354 los 740ID9 3741ts 661 IIB 946 Me 341 ID9 442 Its 560 b4 Arcn= N 1.15" Mln CC / SlendW (Or OMet) C6p (Fig 2). 700 Ite NIA WA WA N/A 380 be NIA WA NIA WA N/A 682lbe BBS xe 1126 Its 4AMMis ?Min.00_ /(2)2c5ArgkCMpa/(Rg 3}790 RE 680 Ibs 15en IOs 19i6 roe 540105 5� Ds N7A 76016s 7481Ds 88DIDa 18V 6821D3 BBS ss 4129 insd Arclnr9 Q 0.45" Min. O.C.I ULBp, Into 126'AWm (Fig 4) WA WA WA NIA WA WA NIA WA NIA WA WA N/A WA 44301hs1 AMnX I FLIP (199L 195 Qs 22510s 446 A 81D4 22N!A 135 ®s 140 ON177 ®s 37012s 187 816 3121DS 473 its 170 Ds 221 IM 260 be 2 Anchors N 1A& Mir, O.C1 FLllp (Rg 6T 24C 1os 350106 N!A WA I N/A I Igo M NIA WA rt A WA N/A 341818 442 N. 5W I. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALLES AS THE STANDARD CLIP. Irnr rvrcmuua: (DP-) X ( CHOR CAP. = ANCHOR CAP.,,,, 1 MANULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: ® TABLE NOTES: ® ® ® ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDKIR•OPENING•s• ;ID:1iS t Aij-tSVB,aL • •• • • FIGURE 3: ANGLE CUP MUST 3) MULLION ! rL!PS s • • s • • • ION AND MULLION C SHOWN .ARE NOT TO SCALE. *OR OW-9 DIh1ENSIONS, S6iE • • SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLONNQQ%I�bIMENSf0NPd- RQSTRICTIDN3 SHOWN FIGURES SHOW APPROXIMJMAOLE LOCATIONS. • • • 3.188" • • • • • ® BE USED ON SHEETS 21-23. SUGGESTED, • • 265" IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 5: FIGURE B: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SGOP D55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK STEEL STUDS BE RMINIMUMGFL4dTE 63 AOD .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LVZT.12 THI�j( ARbjjk�S6. 4L • INTO METAL SHALL EXTEND AT LEAST 3 SCFWW JHRF�s BEYOND -FOE VEVOI ••• •• • • t �5" X 3.t88' x 265" MULLION • • • (1-1/4' VF MULLION) 910 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S.40R 410 %S. • s • 0 • • • • • ••• • • • s ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A Mullion C.p.city T.N. Cb.lfe) Opening Width (for vertical��spsnring muflions) or Opening Height (for hoHzcnWly�parnng mQ111om) '. 1 i S r a l - i S• S _ , S .' S 1 i I l I • i -' S '. i .' i S S i� i •_ i S. TABLEGB Anchor Capacity Table bs Sabctmte: 2.7k Oonomle 3.5k Cone. Nmtmv CNU Fflled CMU PT Wood Metal Anchor Clip Patterns Anehor Type: 3116- Elco Ullmcmn 114' Eko UIbm. SHC Eko tAtraoon 3/18" Elmo UNmaon 1/4" Elco Ullrecon 114- SS Elmo AgamGmt 5fW Eko Ubrecm 1f4" SS Eko AggmGatcr M10 Steel Sew (G5) 1112 SteN 6oraw (G5) 1172 StEtl S.—(G5) Edge Dtstenoe (In): 1' 2-1/2' 1" 2-1/2' 3.1/e" 1' 2-1/2' i" 2.1/2" 2" 3-1/8' 2" GAS" 0.54" 0.324" Embedmentft): 1.3/4" 1-3/4" UAW 13/4" T 1-1W 1.1/4" 1-114" 1.114' 1-1/4" 1-114, 2" 1.3/0' 1-4w wdas 2 Amhcm @ 4.75" Min. O.C.181anderd or ('feel QIp (FIg. 1): 3901b3 390 Ibs 450 Ibs 890 Ibs 1644 Ibs 2701be 2801bs 354Ibs 7401ba 374 Ibn 664 Ibs 9461bs 341 Ibn 4421b3 580 lbs 4 Anohom @ 1.15" Min. O.C. / Standard (or Ofisan QIp (FIg. 2y 480lbs 700 Ibs WA N/A N/A NIA 3W The WA NIA NIA WA NA $82 W 6851ba 112016s 4 Armhom o 3" Min. O.C. f (2) 20 Angie Clip$ I (Flg 3Y 76016a 760 Ibs 680'be 15601). 1896Iba 6401be 5801bs WA 76016s 7481bs 1180 ba 18W Ibs 882 It. 8851b 1120 bs 3 Ambors o 0.54' Mkt. O.C. I U471p, hto .1G0" Alum. (F19. 4X NIA WA WA WA WA WA N/A WA NIA NfA N/A WA NIA NIA 950 Ibs 1Amhor/F-Gipffl9.5k 195b. 1959. 2251W 445@e 62216s 135bn 140 Ibc 1771bs 370lha 187 it. 3321hs 4731bs 170Ns 221 Ibn ZBO Ihs 2 Anchors @ 1.15- Min. O.C./ F-Oip (FIg. tR 240 b. 3501bs WA N/A WA WA 190 to WA N/A NIA NfA WA ..i ba 442Iba 5601bs (DP„�,,) X / ANCHtlR CAP.,,„,,,,,,,\+_ IAIN—CHO— R CAP., MULLION CAP.,"m,,,,,/ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 1P50• r1.250-1 • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEyrjG VQE4TWS IJALIlOWABLE. •r.-f FIGURE 3: • ANGLE CLIP MUST BE USED IN PAIRS. • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOIN EXACT DINWNS10"t SE: • SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING 0110ENSION1Ar RE�TRICTI4NS• SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXI SATE �O�L. 04PA I.NS• • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL 4. 25i" • • • : : • • 3.250" FIGURE 4: FIGURE 5: FIGURE 6: • BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF A00" THICK. STEEL STUDS TO RE A MR•IRAtlM GRADIb33 AND. .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAS.IXTHICK AND A39. AIL • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW W S 4YON J THE •MR•rEF@AL.. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OIi41 V.S. • • • • • • • •.• • • 910 • • {! fig¢• X 3.,2.•5' X �00" IOIULLI,.•yl,, F -CIP-OUlCEQNITS t.25° X 3.25" X .100" MULLION FOR FACTORY -MULLED UNITS ••• • • • • ••• • • • ••• •• •• • • • •• •• • • • ••• • • PRODUCT REVISED as comp)ying with the Florida Baliding Code NOA-No. 17-0630.01 Expiration Date. 5/26/2021 By /- 11l{I11I/ NY •NN '� Q��. 1.iCENSF •. �(�� * No.58705 �0:NN .._ ATE F� : • �1j4': irt�OfNAL EN�%\. A. LYN<J/ MtL�k, P.E. FL P.E.# 5870E TABLE. 10A I I mmm ®mUM��MMm;mm �w ��mm IMMIME mm MMMMIM m�� mmmmmm -Immmmmm M m,�� m mmmm mm mmm ms�m®®;mm�� mm �®®®m®mm�m �m�®mmmm mmm®m®mm ��m®■®jmm�m ®m®m ®m®®mm�� m®m mmmm �m®®®mmm ®�®i®mmm®�®®®mmmm�j®m®m �m�®'i�mmm�mmmmmm® m��mmmmmm� �m�®'®m®®mm®®mmm®',®�mm,mmmmmmmm m��®®m®mm� mm®mmmmmmmmm mmmm mmmm mmmm mmmm TABLEIOB Anchor Capacity Table (Ibs) substmlej 2.7K Cons fete 35k CCAC, Hdlow CMU FIIIWCMU PT`Nm0 Meta AnchorCtlp Patteme Anchor type: 3�76"EI[o Ulr4cm U4"Ek0111tracon '+�1G EIco U11mcon yiF EICO ULracan 1IY"Eko lttracon Vd"SS l7to AggreGaor &16"SCo uKraccn Ve SSElco AggrvOaor #10Steel Screw (GS) in2Steel screw (05) #123tx1 Screw (05) Edge gsfarxe pn: i" 241V 1" 2412' 3-1/6" 1" 2-1/2' 1" 2-112' 2' 3-118' T' 0.48" 0.54" 0.324' EMbe=eW n: 13M' 1 T4" 1314" 13r4" 2" 1-114, 1-V4" 1-i/4" 1-1/4" 1-1/4" 1-1/4" 2' 1-318" 11vw vA.. 2 AnOPM C 4.75' Mln O.0.I Standard cr OAsel Cop (Fig 1): 390 Ms 3901bs 450 The 890 Ibs 1644 Ibs 001bs 280 Itn 354 Ibs 740IN 374 Ibs 664Ile 946 Ibs 341 Ibs 442 Ibs 560 Ibs 4 Andras @ 1.15' MIn O.C. / Standard (or Cr6etlC9P (Fig . 2): 4801bs 7001bs N7A NIA N/A NIA 380 He N/A WA NIA WA WA 662lbs us m 1120 is 4AMhon@ 3" Min. O.C. I P) a5Angle CAPS/(Rg,SY 7801bs 780 bs 650 bs 186)Ds 18g61bs 540DS 5m bs NIA 760Iffi 748 lbs 88094 1692:IIs 682 bs 885Ile 1120IDS 3Anmhxa 4J 0.54" Mst O.C. I U-ClIp, lnto .10P Alum (FIg 4y N/A WA NIA WA WA NIA WA NIA WA WA WA WA NfA WA 950 9u 1 ArsWl F4:Ap (Rg. $ 195 b3 195 DO 2251bs 446 ma 822 lie135 bs 140 its 1771133 3701M 1871bs 332 DS 473 8ss 170 DS 221 Ds 2801D5 2 AnthoM Q 1.1& Mln O.CI FCAp g. 6y 240 Ds 350 DS IVA NIA NIA N/A 193 bs WA N/A WA WA WA %1 bs 442 bs 1 6601bs ANCHOR CAPACITY ADJUSTMENT FORMULA: (DI?_) X ( MANCHOR ANCHOR CAP.,,,. ULLION CAP.,,o,,,,,,, J USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1.250" t2lOR • 0 s (� 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENINQ1jIIDT�(S (•S A40%ABLE� 00 FIGURE 3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR E714CT DIMEN*IONB,aSFE • • • ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRSSTRICTIO1,19%.� • • 3. CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIM4T; AOLJF LCtAM . • • • o • • BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND • • IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 624°4" 6063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO B AaMINl* MGRADE 334AND • + • • .045" THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT LEAST. jPF VICK D A36. AZL • • • • • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THR SEY�ND 11 jE MA;E: IALg MWLI'225 fipR 1 25" X 3,2N FOR 4 • #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 416 S.Sy • • • • • • • • • • • FIELB-MIfLLE)lR`q'S FACTORY -MULLED UNRS ••• • ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • U 0 m PRODUCT REVISED as comp)yln9 with the Florida Building Code NDA-No, 17-0630.01 Expiration Date 5/26/2021 By ,� o •,...... N 1, \� �'C�.•' OCENSP STA E �NAt IE 11� A. LYNN MILLER, P.E. FL P.E.# 58705 TAB_E 11A MuIllon Capacity Table (1!,stf�) Opening Wdth (fur veftically-spanning mUliom) or Opening Height (farhcrizoMafly�pannirg mdll.rc i TABLE 11B AnchorCapaclty Table (lbs) SutSDate' 2.7K Concrete 351, Cate. Hdro*CMU FWed CMU FTwow Meta AnchorClip Patterns Anchor Type: &16'Elco UBaon 11l ERo U82c0n S1C Elco Uttsuon 3'16'Elco Utrdcm b'4"E1co UO2cdn 1r4' SS EICo AggeGaw 51t6' Eka UIIr4Cat 1/4. 5S Bm AgiyeGata WO stetl SC"(G5) Itl2 Sit�H Scrar(GS) W2 Steel Snnm P5) Edge Us(ame OnX 1" 2-112' t" 2-1/2' 3-1/8• 1• 2.1@• i• 2.vd" 2' 3.1/8" 2' 0.4e" 0.55 ome Embedment On): 73I4" 144' i 1314" 1.3'd' 2' f-ua` 1-1/4' t-i74' 1-va 1-Ir4• 1-1/4' 7 t3'8" 13'e" Yaks 2 Anchors g 475' MA O C. / Statmam a mm cup (fig. iX 300 IDs 3W Rs 450 Its 8001t1s 16" ms 27015s 2801In 354 is 7401be 374 Its 664 Its 9461ts 341 IDs 442 lbs 560 Its 4 Amhm ®1.15"Mln O C. I StMIOW (W CfSEt)CIIP (Fig. 2X 480 Its 7001bs N/A WA NIA NIA 3801ts NIA WA NIA WA WA 6821te wits 1120 IM 4 Amhoa 0 3' Mln O C. / (2) 2t5Argle On 70015s G30 Its 1560Its 18g611x 5401DS 560 Rs WA 7501M 748 Its 8801ds 1092lis 6921Ds 885 Its 1121 Rs 4 AfrtnR ®0.54' Mm. O.C. / U1:Up, Wo .100'A WA N/A WA N/A N/A WA NIA WA N/A WA WA N/A WA 1267161 1 Ant wr/me �jft 105 Its Z251bs 4a5Its 82212M 135 to 140 Os 1771Ds 9701ta 187 to 382 be 4736s 470IDs 221 R5 N. 2AMhM @ 1.19' MA O.CI gs4 350 Its N!A WA NIA N/0. t901Ds tUA WA N/A WA WA 3/1 IDs 442Itc SO Its ANCHOR CAPACITY ADJUSTMENT FORMULA: = ANCHOR CAP."„ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 1.250" FIGURE 1: FIGURE 2: TABLE NOTES: s • • o • . 1) SEE SHEEP 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDI( e0�EMIVIDIHSr. A: b ABEE : • • • `.NY LYNN//�'� , ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE WOR EX61 DI(/19jIOt(:S, � � • � • e 3.94 \ '�a `tCENSF CLIP MUST SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWINGIDIME NSIONAL RRST✓ JCWNs • • Q-: • '• ;�� F • e o SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, AP4IROMMIO CLEtOCATIGINS. • • • • -- BE USED NO. 58705 _ IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND * — GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH71NS01106411.55. ALUMINUM SFjQ.LLBE j • 6063-TS AND BE A MINIMUM OF. 100" THICK. STEEL STABS fMs 0 BE A MINIMUGRADE463 Ai4D e e • • e 624"(1/�` .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AfLF T.12S" THICK MD AI56. ALL • • • —t i t�s `-"t.ORiDP- • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCVWJTHR �S B�yONC"E MMTORIAR • • • �i� S'z #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S•OR 4100.Sr. e • • e • • • • • e • 125• X 3.94- X.624- A t N�(1�LP.E. MULLION FL P.E.# 58705 ••• • • • • ••• • • TABLE'2H MUltion Capacity Table (Ibs/ft') Opening Width (`or t r5caly spanarlc mdlicrs) or Opening Height (for'n ri=rta,ly-fipannirta millions) 50 in Win 731r. 80 90 in 1 DO in 120 in 140 in 160 in 2 X 4 X .25 Rectangular Loading Trap/7riang. Loading Rectangular L.'rrD Tmp7Tnang. Loading Rectangular i-oadng Trap/Tnar.g. Loading Rectanguar Loadng Trap/Tdeng. Loading Rectar.WieI Loading Tmp/Tnang. 1--iing i Rectangular Loading Tmp7Tnang. Loading Rectangular Lo Ing Trap�Aeng, Loading Rectangular Loadng TmFrTrang� Loading Rectangular Loading Trapining. Loading Alum. Tube Mullion 8GGcV .Y G is 3o IS 4¢ v �� 3ti z m QK off, i- "� c Q K a 13 _ g c m�.A 3a Is d C 3 9 fc '3°5 3e b m C 5 § s Ig 3 a= S ,y "g is t E a ` z �' S u i ci$ IS sa 3 5 g till S ;r 3 _ a 3 r b c� a� g 3 � -�` ;: 3 ryi i'.• 3 ` z R o Ns = 3 a z• i = c' t S F 3c a d r 8 8 42 in 170,0 620 170-D 435 1700 7" 170.0 473 170.0 8SS 170.0 506 170.0 S92 170.0 fr19 1700 1116 170.0 521 17D.0 1240 170.0 521 170.0 1488 170A 521 770,0 1735 170.0 521 170.0 1983 170.0 521 48. 170.0 706 170.0 524 170.0 850 170.0 SU 170.0 992 170.0 630 170.0 1133 170,0 661 170A 1275 170.0 677 170.0 1417 170.0 680 110.0 1700 1700 680 170.0 1983 170.0 690 170.0 M67 170.0 880 50.6751. V0.0 741 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0' 747 170.0 1494 170.0 756 170A 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 54 In 170.0 T97 170.0 612 V0.0 968 170.0 601 170.0 1118 170.0 754 170,0 1275 170.0 503 110.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 881 170.0 2231 17D.0 861 170.0 2550 170.0 861 60 in 170.0 885 170.0 701 17D.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 9" 170.0 1594 170.0 S96 170.0 1T71 170.0 1033 170.0 2125 170.0 1063 170.0 247S 170,0 1003 180.8 2680 170.0 1063 63 h 170.0 930 170.0 745 170.D 1116 170.0 850 170.0 1302 170X 940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 19% 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 17al 1171 r 66 in 170.0 974 170.0 789 170,0 1159 170.0 903 170.0 1364 170.0 1002 170.0 15M 170.0 1086 170.0 t153 /70.0 1155 170.0 1949 170.0 1210 170.0 2338 .70.0 1275 1519 2437 170.0 1286 132.9 2437 170.0 1286 C m 72 in 1700 1063 170.0 878 170A 7275 770.0 1003 170.0 1488 170.0 1126 170,0 1700 170.0 122E 170.0 t973 170.0 1315 170.0 2125 170.0 1387 145.E 2184 170.0 1488 124.8 2181 170.0 1528 109.2 2184 170.0 1530 2 761n 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.6 196D 161.6 1518 106.1 1960 154.0 1535 929 IWO 162.7 1531 '3 78 in 1151 170.0 W7 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369' 1627 1111 170.0 1474 137.4 1 1861 103-1 INC 114.6 1861 147.3 1473 982 1561 139.6 1459 85.9 1861 137.6 1454 901n 1328 170.0 1144 140.7 1398 156.0 1219 127.8. 1398 136.0 1198 111.9 1390 121.3 1179 99A 1398 1112 1162 89.5 1395 101.61 1147 74.5 139E 89.8 1122 63.0 1398 B27 1105 55.9 1398 78.9 IM 96 in [170-0 1229 151.5 1098 1229 1229 127.8 1079 105.3 1229 111.2 1961 82 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 62.4 1016 61.4 1229 72,2 993 527 1229 65.9 977 46.1 1228 62.1 967 1081n 971 105.8 877 8G] 971 89.086274.D B71 7/.2 849 84.7 971 6fl.4 837 57.5 971 61.8 825 51.8 971 56.5 B15 43.1 971 490 796 370 971 4L.0 782 324 871 40.8 T 11111n 919 97.3 932 79.5 819 61.9 619 66.1 919 70.8 806 59. 91B 62.9 919 56.7 784 47.7 919 51.8 774 39.7 019 44.8 756 34.1 919 402 742 29.8 919 37A 732 1n 786 76-8 716 629 786 86.5 705 53.H 786 55.8 895 472 786 48.4 14M24 788 44.4 677 37.7 786 411 1 31A 786 34.9 .3 27.0 786 SIX 641 13.6 786 26.4 631 144 in 43.7 Sill 442 504 3fi.4 548 37.0 488 31.2 646 31.9 497 27,3 518 28.2 546 25.3 479 21.8 548 22.9 474 782 548 49.5 464 15.6 546 172 4S5 73.7 546 /5.5 448 TABLE12B Anchor Capacity Table fibs) SDMStmtc 27k C-0. 3.51K Con[. Holm CMU Filled CMU FT WOW Maid Anchor Clip P attem• MxGor Type' 9'tE Elco Uttrecm -4- END UEltton 5'16' Elco Ultracm 3^76^Elco Uttrecm 1/b"Eico UHRCOn 114" SS Ece A®FeGator S16" Eko USracm 1/4' SS Hco AggleGalm N10 Stems Screw(35) Nit Steel Scre (G5) # 2 lee] S-(135) Edge DISH e(In): 1" 2-1/2' 1" 2-1/2' 3418" 1' 2-1/Y 1"1 2-1f2' 2' $4/e' 2' 0.48" 0.54" 0.R EII10eCneff[On) 5314' 1-314' 15I4" 1.'Y4" Y 1-1/4" 1-1tA^ t•ild" 1-114" 1-114" 1-1/4• Y 1$'8° i-mr `lilies 2 Ani ® 4.75" Min O,C.1 Stadad or00Set Clip (Fig 1&2). 390 lbs 390Its 450 lbs 8001D5 16441D4 2701bs 280 1.354 bs 740lbs 374 tbs C64 Ile "6 b9 341 IDS 442 8s 560Its 4 Amhm ® 2.68" Min O.C. I Standard (orwMet) Cop (Fig 3) 747 Its 740 IW 630 IDS 14851Le 1424 Ib> MIA 560 Its NIA 695 its NIA aw IW IVA 682 H. 885 R. 1120 m 6AMnQnS 1.71"Min O.C. I StO,c1cMIr078e1)Clip(171g A)! 80IDS O50 7581bS 1B461DS WA NIA 70510e N/A 799IM NIA WA NIA 10221W 1327IM 16801DS 4Ax 11d9 Q 3' Min. O.C. f C4 2t5 A Ve CBps 7 IRO 5T 780 be IDS wo in 1! 80 rbs t9B6 b9 otO bs 5w b5 NIA 76010a 745 ibs 8801Ms 18ffi its 682On 885 Nas 1120 it6 6Amhom C T Mtn. O.C. / (2) 2k5 Argle CBps I (Rg 6k f 1170 Ills 1170 its 102010E 23401c6 2944 bs m 8401bs NIA 114D bs 1122 IDS 132) bs 2BM bs 1 10 221ta 13271 1880 LLB 3 Amrm@1.34" Min. O.C_ I ULIip, In1o,123 Aa-ft'n NIA WA NIA WA WA NIA WA WA WA NIA WA WA NIA WA 1073 6AMM Q0.64"Min. O.C.I U-CII NO 125-AWBL(Fig4 I N/A WA MIA WA NIA NIA WA NIA WA NIA WA WA WA NIA 21 ba 2 Ancrm D 26T Wirt 0 Cl F-Clip Fig 41 370 IDS 1 37011. 1 3151D5 1 7431Mf 1 7t2 bs NIA 2801bs NIA 3481te NIA 440 bs MIA 341®s 4421is 5601ts nc 3AIma 1.71'M:n, O O/ Fttip(N-10X 4Q bs 525 be 37911M D731bE NIA WA 353 lbs I WA 1 3WIts N/A WA WA 511535 664 Ito I UID C6 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. (DR.) X (_ANCHOR CAP.,„ ,,,,,,\,_ ANCHOR CAP_ `MULLION CAP,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Carle NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miam- �pmd.. WI LU 2 W FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2.000' 111lti • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR I NFGRMA"WPON41.0ADING. GEE SIJEET#S 2-4 W&2 .�` ANY LYNN 'I, GENERAL INSTALLATION METHODS. • • • • • • t • FIGURE 6: • FIGURE 6: • • • • • • • • • • • • • • • • �1�''• LICENSE ?1j�! / 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS AtjOWA�t - • • • t • • • Q': •�� • • • • • • • • • • • 4 • • • IN .250" 4.000" = No. 58705 ` 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLEAO 9E DAICLED IN ? THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE • • LOCATIONS. � b %�0 '. ST TEO �� FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO-ACI 301 SPEC-bOW A;ID GROUIJOLI•EDONRETE BLACK UNIT r .1• • (FIGURES 6&6) (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATBD Y•LLOWwSOUTHEI�I PISTE I N SG 0.15. • %\'�1 '•. �ORID%`. •''G\?� • • MUST BE USED ALUMINUM SHALL BE s063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE MINIMUM ORADFs33 gjVD Q46" NICK ( • Y X a^ X 25" MULLION i �S/� �� `��` IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125- THICK AND A36. ALL AN(I INTOwi1ETAL SHI OWENS AT LEAST 3 SC%E • Nm 1t THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBES EL, 1811 S.S. OR 41�S.S. A. FL P.E.mil P.E. FL P# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• la:••• • • • ••• • 0 TAB! E 13A Mullion Capacity Table (Ibslfta Opening Width ("or vertically-spanrirg mullions) or Opening Height (for hJrizor5allysparrlir)g mullions) 50 M 6C in 70 in 80 in 90 in 100 In In im 140 in 160 in 2 X 6 X .25 Rectangulu lead!rg Tljo,76 n9. Loading Rectangular Leading Trap/Tnang. Loading Rectangular Lcadin9 Trp"rdarg. Leading Rectangular Leafing Tnp/Trs Loading RactargJar Loading TnpiThang. Loading Rectangtdar Loading TrspRrang. Loading Rmtanguar Loading Trap/Triang. Loadng Rectangular I Loading Tmp?long. Loading Rectangular Laading TrapRdang. Leading Alum_ Tube r a .. as $ - Rs a a ,. a�< a IA U _£_ �' �a U$ `°. t �¢ > U _ ��q9 U a r• a 4C aR a U € - 3ii' fe p ��'qq a V C g`@ a a`e RRm U �B z� a [J 9 9°a-a ¢`a c.-. '� U ,e_=_Q � s' a5 U q a`X" % a V �� A. �� U �s A a U ��- r Nm _a U d ¢0 1A U �o a v@. U ¢`r qq U .. Vie, V d`a r o. U - s B U d`z� r a U .� a. U v s-&5$ A U VBoo av r U i; 2 .aMullion 42 in 170.0 620 170.0 435 17C.0 744 170.0 478 170.0 868 170.0 5D6 170.0 992 17D.0 519 170.D 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1736 170.0 521 170.0 1963 170,0 521 48in 17D.D 705 170.0 524 170.0 850 170.0 SU 170.0 992 170,0 530 170.0 1133 170.0 661 17ol) 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2287 170.0 680 50625 in 170.0 747 170.0 563 170.0 895 170.0 931 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747[170.0 1494 170.0 756 170.0 1793 170.0 7W 170.0 2092 170.0 756 170.0 2391 170.0 756 54 in 170,0 797 170.0 612 170.0 9M 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 B03 170.0 1434 170.0 837 1594 170.0 555 170.0 1913 170o 661 170.0 2231 170.0 861 170.0 2550 170.D 801 60 in 170.0 885 1700 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 996 1711 170.0 1033 170.0 2125 170.11 W83 170.0 2479 170.0 1063 170.0 2832 170.0 1063 631n 170.0 9M 170.0 745 170.0 1116 170.0 8W 170X 1302 170.0 940 170.D 1488 170.0 1015 170.0 1673 170.0 1076 1859 170.0 1122 170.0 2231 170.0 1169 110.0 2603 170.0 1171 170.0 2975 170.0 1171 c e6N 170.0 974 170,0 789 170.0 1168 170.0 903 170.0 1364 170.0 f002 170.0 1558 170A 1086 170.0 1753 170A 1155 1968 170.0 1210 17D0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3H7 17D.0 1286 C m 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1008 170.0 1488 1700 1726 170.0 1700 170.0 1228 170.0 1913 170.0 1316 2725 170.0 1387 170.0 255D 170.0 1486 170.0 2975 170.0 7529 179.0 3400 170.0 1530 J 76in 170.3 1172 170.0 937 170.0 1346 170.0 1D80 170.0 1570 170.0 1209 170.0 1794 170o 1322 170.0 2019 170.0 1421 2243 170.0 1505 170D 2892 170.0 1029 170.0 S14C 170.0 1694 170-0 3589 170.0 1705 2 781n 770.0 1151 170.D 987 170.0 1381 170.0 1116 170.0 1817 170.E 1250 170.0 18/2 170.0 1388 170.0 2072 170.0 1474 2302 170.0 1564 170.0 2763 170.0 1700 170.0 5721 170.0 1777 470.0 3883 170.0 1786 901n 170.0 1326 170.3 1144 170.0 1594 170.0 1328 170.0 7859 170.0 14gS 170.0 2125 170.0 1653 V0.0 2391 170.0 1793 25% 1700 1918 170.0 31133 170.0 2125 15e.0 3413 170,0 2273 136.5 3413 170.0 2367 98h 170.OI 1417 170.0 1232 17D,0 1700 170.0 143{ /70.0 11M 170,0 1122 110,0 2217 110,0 1794 170,0 2550 170.0 1952 2833 170.0 2085 160.0 3189 /70.0 233E /17.1 3199 186.6 2973 120.0 3788 458.1 2128 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2221 170.0 1870 170.0 2550 170,0 2076 164.8 2781 170.0 2271 148.3 2781 181.9 2333 1216 2781 140.4 2281 105.9 2781 125.9 2234 92.7t2252. 2190 1171n 170D IMS 170.0 1451 170.0 198fi 170.0 1700 170.0 2293 170.0 1832 170.0 IB21 170.0 2148 151.E 2B32 182.3 2245 730,0 2632 118.4 2218 113.8 2B32 128.4 2186 97.8 2632 115.1 2126 8s-.4 2096 120 in 170.0 1771 170.0 1588 170.0 2125 17D.0 1859 1544 2252 159.9 1991 135.1 2252 141.4 1034 120.1 2252 127-2 1938 108.1 2252 1/8.1 1016 90.1 2252 99.8 1972 77.2 2252 $8.9 18M 67.8 1808 44N 125.1 ti84 128.E 1445 104.3 1384 709,1 7475 89.4 15fi4 91.5 1407 78.2 1561 80.7 1380 8a5 1564 72.3 1373 82.6 1584 65.7 1358 521 1584 56.D 1330 M.7 tSfi4 lB2 1305 39.1 1283 TABLE 13B Anchor Ca cItv Table Ibs Subalnte: 21k Concrete 3.5k Cmw. Hollow CMU Filled CMU PT Wood Metai Anchor Clip Patterns Anchor Type: 3118" Elea Ull2cen 1/d' Elco Ultracm 5l16' Eb0 Muse. VIV El.. Ullraoen 114' Ekc Ullncon 1!4' SS E40 Aggn7Gabr 1116' Me, lAlncon 1A" SS Eke AggreGator 010 Steel San-(GS) at25teel So-(G5) *12 Steel Suety(65) Edge Mlan"Onk 1" 2Atz 1' 21/2" 3.118' 1' 2-11T 1• 2-112" 2' 3-11W 2" 0.48" aw D.324• Embedment CmC 1-3/4' 1-3l4' 1.3l4" 1J/!' 2' 1-1/4' 1-1M' 1-7/4" 1-1/4' 1.1/1" bi/4 2" 13I8" f3/8' vtriea 2 Anchors @ 4.1Y Min. O.C. / Standard orOReet Clip Fig. 1&2): 390 0a 39C Its 45D Ibe Sea to. 1644 As 270 %9 260 It. 35410a 740 ba 3741tb 6841bs 948 67s 341 Ibs 442 Ibs 53377 4 Anon°n Q 4.W Min O.0 1 Standard (or OeceO Cgp (Flo, 3), 7a0 Ba 7801be 90010e 1780106 3232 We 540 IGa 580 lbe 7081be 14801. 74810e 1272]in 1802lbs 882lbe 685 Os 1120 Ibs B Anchors C 1.71"Min. O.C, I Standard(or OBseg CIO (Fig. 4) 118010a 14DO Iba 1010 IN 2595Ibe WA WA 9401bs NIA 1D65 Poe WA WA WA 1363 Its 1770 lbs 2240 lb. 4 Ari°hers Q 3" W. O.C. / (2) 205 Angle alpe / (Fg. 4 780 Ea 78D Ibis 680 Ibs 15601be 1896 Ibs 5401bs W lbs WA 760 Me 748 a. 880 roe 1892Iba 682 lb. 885Ibs 1 1120 lbs 8 Anehae B T Min O.C.1(2) 2a5 Angia Clips I (Fig. 6): 15801bs Its 3120 Iba 3792 en 10W Ibs 1120 Iis WA 15201be 1496 Ote 1780 be 3794Iba, 1353 Iba 1T70 lbs 2240 It. 12 Anchors ® 1.5' Min D.C.1(2) 2k5 Angle Caps / (Fg. 7): 1660 Iba Ill 378010s WA WA 1320 Its WA 15001bs WA WA WA 2045 67e 26541be 3360 lb. 4 Arghois 411.34.' Min. O.C. / lH7(p, Into .125' AAm. (Fill. 8). WA WA WA WA WA WA WA WA WAWA WA NIA 1430 Iba 8Archon @0.W Min. O,C. / U-C4ip, Info .125" Alum. (Fig. gj WA =WA WA WA WA WA WA WA WA WA WA WA NIA 2961 Ibs 2Anoh- 4.69" Min. O.CI F-Cdp (Fig. t0y 390 lb. a BBO Ins16161be 27016a 280 IN I&I Ibs 7401W 3741ha 638Ibs 948 ibe -34t Iba 442 IM 560 On 4 Anchors®1.71' Min. O.C./ F-CNr(Fig. 11). 590 Iba s 12881. WA. I WA 470 Its WA 533 Ibs WA WA NIA 662 Ibs 885The 11201be NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: FIGURE 10: FIGURE 11: FIGURES: FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CUP (FIGURES • • •_ • • • • • 5.7) MUST BE • • • • • • • • USED IN PAIRS. -NUM t"AYAI"11 T AWUJ 1 Mtn I FUttMUTA: (DP,,, ) X / ANCHOR CAP._„„ _ ANCHOR CAP.,•, (MULLION CAP_) USE THIS FORMULA TO OB-AIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INil%ffAlR71tl 1NET•IODS. • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL tENIGTHS vo/05&jNI; .DTXS I'ALIIOWABLE. --!K • 3) MULLION AND MULLION CLIPS SHOWN AF� Rf NOT TO WE r•7E)�4R411'bIkf NSPN;, SCE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTR CTI NS OWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1---2000"--i ,250' fl 4) SUBSTRATES: CONCRETE SHALL CONFQRM Tp"l 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL OONWRM jp ASTM 4T Vf0Q^HALL BE PRESSURRTREATED YELLOW SOUTHERN PINE WITH AN SG OF 0055. AL•1MINUM SjIAL48E 04T5 ANd%IE R MAIMlJ4M OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33•AND •45" TYIQK (V G4UGg). S1VCTUjAL2TEEL TO BE AT LEAST .125" THICK AND A36. ALL 9',, t1ORS "0 METAL SMALISEXiEND AT jF14ST 3 CITW 2' X 6' X .25' THREADS BEYOND THE MATERIAL. #10 & #12 ANCAORS INT(9*OOD MIRY BE STEBL91" S.SOR 410 S.S. MULLION ••• • • • • ••• • • •• •• • • • •• •• F- W W 2 2 F PRODUCT REVISED as oomptying with the Florida Building Code NOA-No, 17-0630.01 Expiration Date BY ,2. NY.-- N. 2i a�'O _%GENSe .•/�� i _ * No. 58705 -1 * _ pO� . S�A7E ( IV A.tYOW �hfff:,vP.E. FL P.E.# 58705 TART F 1dA Mullloo Capacity Table IbsAtz Opening Width (icr vertcally-sponnirlg mullions) or Opening Height (for hodzoma ly-spanning mullions) 501, 501n 701n 80 in 901n 1001,TnReLc., 1201n '.40 in 16 It 1.26" x 2.11" Rectangular Lading Tra P'Tna1g. Loading Rectangular Loading T2p?riang Loading Rectangular Loading TrayTdanB. Loading Rectaneulan Loading Tn PTAarg Lcacin9 Rectangular Leading TraP/Tden9. Loading Rectangular Loading T2{YinanBular Loadiading 7raplTr'ang. /sad ng Rectangular Loading TroIXTdang. Loading Rectangular Loading Trap/Tnang. _oading x.125"Alum Mullit n a z• x 2: r r., b92 z'•^Tube [a u 42. 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 130.9 414 90.1 626 134.6 411 8C.1 526 134,1 411 721 526 134.1 411 60.^. 525 134.1 411 51-5 526 134.1 411 45.1 526 134. 1. 411 48 n 96.6 403 109.0 333 80.5 403 94.7 325 69.0 403 66.4 320 60.4 403 61.4 317 537 403 78.7 315 48.3 403 78.6 314 40.3 403 78.5 314 34.5 403 70.6 314 30.2 403 7fl6 374 50.6251n 82.3 362 91.0 301 68,8 362 79.3 291 56.8 362 7t.9 289 51.5 362 67.2 266 45.7 362 64.6 284 41.2 362 636 203 34.3 362 63.5 28J 29.a 362 83.5 283 25.7 362 635 283 541n 67.8 318 74.1 267 5S.5 318 64.2 261 48.6 318 57.7 256 42.4 310 53.5 253 37.1 318 60.8 250 33.9 318 49.5 249 283 318 49.1 248 2e.2 318 49.1 248 21.2 318 49.1 248 C 0 601n 49.5 258 53A 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.3 268 34.9 204 2A7 258 33.4 203 20.6 268 32.2 201 17.7 256 32.2 2M 15.5 268 32.2 201 J 63 in 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 tBe 2t.4 234 28.0 t84 17.8 234 26.6 183 15.3 234 26.5 t83 13.9 234 26.5 183 ! f �b 37.2 213 39.4 183 3L0 2t3 33.7 779 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 168 213 23.7 169 15.6 213 22.2 167 13.3 213 220 156 11.6 213 220 166 72 in 28.8 179 30.1 165 23.9 171 25.8 152 20.4 1713 22.5 149 t7.9 178 20.3 147 15.9 779 18.7 145 76 -'.n 24.3 iB1 25.4 140 20,3 161 21.6 137 17.4 161 19.0 135 15.2 16^. 17.0 133 78 in _1 22.5 152 23.5 123 18.8 152 19.9 13L 16.1 752 17.5 t20 --- - Anchor Capacity Table Qbs Butntrate 2.71, Concrete 3.51 CCrc. I HOBow CMU Filke CMU PT Wood I Metal AnehDr Clip Pattams An:hor Type: 91 t6"EkO lfitecal VA' FJco UK—3176"Eko 5/i6•Eko URrson Ultraton 1!4"Ekc L1Da[on //4"SSEIm Aggn:Ci]lor 5n6'Eko lattecon 1/4'SS Eko AggreGetor NtOS1eS Strew (GS) #12Stml Screw (C"6) #12 Steel screw (05) Edge Dlstbxe(iny 1' 2-t/l 1" 2-ifr Y!16' 1' 2-lir 1' 2-V2" 2• 3-178' 2' 0.4r 0.54' 0.324r Embermelt Ink 13n4' i�/r 1S'r lair T 1-Va' 1.1W 1-17r - i-174" 1-1/4 1-t/r r 1-,11' 13r8" vanes a Arcle- ® 3' Min. O G t (2) 2% 5AnO 41Ps T % t} 7W IDi m bs 6801t6 15m bs 1696 b5 540 1M I MD bs WA I 76D IDS 7481bs BB0161 18B21Ds 682 b5 885'Os 74301Ds ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X \ANCHOR CAP..,,„,,,,,,\ _ANCHOR CAP... `MULLION CAP.,,„,,,,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - �1 266,j 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE . FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21 23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2 116" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HC1r.IpW11V%GRflUTFILLEQ .125' • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSO. WOOD SHAL! BE PRESSL41RE-ORF&TFA • 4: • • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5tAND BE A MOZIMUI• •F .125• • • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04T THICK (18 GAUGE) RUCtI%i/LL*.TEFL ll0 BE AT* • • • • 01.26" X 2A l"X .125 MULLION LEAST .12T THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT L"T3 M* TAVftS4REANEP w •(INTEGRAL FIN MULLION) - THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • • ••• • • • • • • • • • • • • • • • • •• •i i i i i•••i ••• • • • ••• • • 01 M cv PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Explration Date 05/26/2021 Miam4-Da� Product Control 111tu 111I1,. ti �i �.� a.NY LY IdN� e� NO.58705 NTE) i COs' ORI01" •'•• \�� r� l„IrY/YL 11� A. LYNNMIUR, P.E. FL P.E.# 58705 TABLE 15A Mullion Capacity Table (lbsili7) Opening Width (for `.ertiealiy-spanning mullions) or Opening Height (for;; ronmrltally-sparxvrg ndlicns) 50 m 60 in 701n 80 in 50 In loc In 120 in 140 in 160 in 3.26"30 Raclangrw Loading 7arjTe-g. Loadng Rectangular Loading Trapf e.,C. Loadn9 Rectangular Loading Trap/Tdang. Loading Rectangular Loadng Tmp)Tneng. Loading Rectangular Loading Trav rung. Loading Rectangular Loading TaprTdeng. Loading Rectangular Loading Trap/7darlg. Loading Rec`arpuler Loading Tay;dang Loading Rrstan9ular _cadtg 71ap/7rieng Loadng DEG. AL BAY MULL S Z- d r r �. a 75 r ` ¢`rc�¢a`rc�¢ S r S F£ S S ,� S _cR� m S S-- � -1_ 6z 2 S _ - -8 f�. e.g a`z S �$ ro� . �¢ r5 �2 1 YYq � ds P a5 i@ -1 a � a`z Sr° f@ d�z a a`¢° rga SSSaU $ S_a s'$ d`¢ 42 in 170.0 620 170.0 438 170.0 7" 170.0 473 170.0 868 170.0 506 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 7240 170.0 521 77L.0 1488 170.0 521 170.0 1735 170.0 521 149.1 7740 170.0 521 48 in 170.0 700 1700 524 170.0 850 170.0 584 170.0 -• 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1622 170.0 689 130.5 1522 170.0 680 114.2 1522 170.0 650 50.6261n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 1703 723 170,0 1345 1700 747 164.2 t443 170.0 756 136.9 1443 170.0 756 1IT3 1443 170.0 756 102.6 1443 170.0 756 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 8m 160.4 1353 170.0 837 144.3 1353 170.0 856 1203 1353 170.0 $61 103.1 1353 170.D 861 90.2 1353 170.0 861 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 $78 146.1 1218 170.0 94.4 129.9 1218 159.8 936 116.8 1218 152.1 924 97,4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 146.1 913 83 in 170.0 S30 170.0 745 170.0 We 170.0 850 U0.2 1160 168.8 933 131.4 1150 1532 914 116.8 1150 141.9 Ball 105.1 1150 1342 885 87B 1150 126.7 871 75.1 1150 126.2 870 65.7 1160 i=2 $70 t 66 in 170.0 874 170.0 788 152.4 1048 163.8 881 330.6 1048 /46.8 864 714.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 1766 830 76.2 7048 108.4 821 65.3 1048 106.2 818 57.1 1048 1081 818 • 721. 140.8 bib 147.9 784 117.4 880 128.0 748 100.5 Se. 110.8 731 B8,0 880 100.0 722 782 880 92.0 712 70.4 BBO 86.2 703 58.7 880 791 693 50.3 880- 76.5 688 44.0 880 76.4 886 76 in 119.7 790 125.1 696 99.8 190 /06,4 876 85.5 790 83.3 663 74.8 790 839 652 66.5 790 76.8 643 59.9 790 71.7 675 49,9 790 63,1 624 42.8 790 62.1 619 37.4 790 81.5 617 78 in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 708 612 55.4 760 65,7 605 46.2 760 59.4 594 39.6 75D 56.2 588 34.6 750 65.5 586 90 in R1 563 74A 500 60.1 SM 629 491 51.5 593 64.8 483 45.1 563 469 475 40.1 563 44.4 466 36.1 563 40.9 462 30.0 583 563 33.3 445 22.5 W3 31.8 442 98 in 59.4 495 61A 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.D 498 38.1 415 29.7 495 33.2 409 24.8 495 495 26.6 394 18.6 495 25.0 No 10B In 4t.7 391 42.6 35] 34.8 391 95.8 J4B 29.8 391 91.1 342 29.1 391 27.6 337 232 391 24.9 333 20.9 391 228 326 17.4 391 381 17.8 375 1111n 38.{ J70 ]8.2 333 02.0 370 33.0 33027.5 ]70 28.6 325 24.0 370 25.3 320 21.4 370 22.6 318 19.2 370 20.9 312 1600 %452 1201n 30.4 317 30.9 209 25.3 317 26.0 264 21.7 317 22.5 280 19,0 317 /0,9 276 /6.9 317 17.9 273 1441n 11.1 220 17.8 .3 Anchor Capacity Table bs Substrate 2.7k Concrete 3.5k Conc. NoRm CMU Filled CMU PT Wood Mete) Anchor COP Patterns Anchor 7 771e 3/18' Eko Ulaacon 1l4' Eko UBracm 5116' Eko Oran 3/t6" Elcc UBracort 1/4• Eko UBrscon 1/4" ra Ek:e AOpeGaly 5r18" Eioo Ua2con 1/4' SS Elco A99reGator a10 Steel Screw (G5) i112 Steel Serew (G5) a125teel Screw (G5) Edge Oittama(In): 1' 2-112' 1 1 2.1/2' 3418" 1' 2-12' 1" 2-1/2" 2" 3.1/6- 2" 0.48' D.54" 0.324• Embedment(in): '-V4' 1-3/4" 13/4" 13/4" 2• 1-1/M 1.1/4' 1-114" 1-1/4' 1-1/4" IAIR' 2" 1-318" 1-318' lanes 2 M9Mn 0 S Min. O.C. / R) 2s5 AnOie COpa I (Fig. 1Y 390 6s 390 lb. 450 lbs 890 It. 1700 bs 270 W 28016s 354Ibs 740 ib4 376 Ibs 7201bs 948 6e 341 0s -2 I_ 560 8s 4 Archds Q 3.S Min O.C. / (2) 245 Angle Cips / (FIg. 2): 7801ls 780 lbe 79016s 16701ba 2525 los 540 Its 58010s N/A 1120 9x 748 Ibs 8801bs 1892 tte 9821bs 885 I. 11201bs 8 Arch= C 2.71' Min. O.C. / (2) 2x5 AnCie Gips I (FIg. 3Y; 1120lbs 1120 Its 9561be 224616s 2254 Its WA 8401bs N/A 1059168 N/A iSZ01bs N/A 102216a 1327 Ws 16801bs FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: •• ••• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • • • FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST ,125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEY Q1if • • • • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. • • • ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. • • • % • ^ ANCHOR CAP. m (DP,)X{ , "")=ANCHOR CAP.,a,_ MULLION CAP. Z,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MIN [MUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. •• •• •• 3 •• • •• •32•• • • • 50" W.AO•MUSoo • • • • • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• Of PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 By Miami -Dade Product Control t1 t I I I I II I," \\�`a() lV LYAI)V No. 58705 p ' O SATE A./LYISNIti/1�L7LER, P.E. FL P.E.# 587D5 "I m TAR! F I6A Mullion Capacity Table IbeSta ! Opening Width (for v rbi -Iy-sosnrtng mWons) or Opening Height (nor hxZontaly-sparlrurg mldlions) so" 601n 70 ;n BO;n 90 in - 100 in 120 in 140 in 1601n 3.26" 46 Rectangular Loading Tap/Tdag. Lcading Rectanyular Leading TraplTriang. Leading Rectangular Loading T*eplTdang, Lcading Ractanguar Lcatlh:g TmpRdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loafing TapTdang. Laading Rectangular Loading Tap/idang. Loadng Rectargular Loading Trap/7deng. Loading Rectangular Lcading Trap7Tnang. Loading DEG. AL BAYMULL a V o �c z> as V a �2- G G K z a V o� z 9^ a s U '� dr K r g U ° c U <9 drd U 8 i a s t5' v C n 6 U g _e f 2> ., a U v is Q K r ;, [J v �� ¢K ;.� a U 6 _ �c r oB U v `_� d�tt n 4 U Q %c z W V @ 6C m o U � gc r all J m a= ¢K a• a €� .m Q tQ GC z• a �c at `E 4 K z a e= f r S gE d� K' o r a Aaa8 g�_� dam¢ i a aS ¢K a r a B am ¢¢ z a oG r UB S� m ¢tt z a U 5 ��c r • 2 A z a V o$ - a is ti ;`_e 42 in 170.0 620 170.0 435 170.0 744 1711.0 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170,0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 521 48 h 170.0 7011 17D.0 524 170.0 850 170.0 584 170.0 992 170-0 630 170.0 1133 170.0 $61 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 E80 140.3 1637 170.0 680 122.8 1637 170.0 680 50.525 in 170.0 747 I-. SB3 170.0 7l96 170.0 631 170D 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 1700 747 170.0 1494 1700 75a 147.1 1552 170.0 756 126.1 1552 170.0 756 110.4 1-52 170.0 755 541n 170.0 797 170.0 612 170.0 956 170.0 691 17D.0 1116 170.0 754 770.0 i275 1T0.0 803 1704 1434 170.0 837 1552 1465 170.0 856 129.3 1455 170.0 661 110.8 1455 170.0 961 97.0 1455 170.0 BB1 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 1710 1240 170.0 678 157.1 1309 170.0 044 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 682 ag.8 1309 157.1 982 78.8 1309 i67.1 902 63 in 170.0 930 170.0 745 170.0 1116 170.0 650 1629 1247 170.0 940 142.5 1247 164.5 983 120.7 1247 1528 965 114.0 1247 144.3 952 95.0 1247 138.2 936 81.4 1247 135.7 05 71.3 1247 135.7 935 r� E6N 170.0 974 170.0 789 170.0 1189 170.0 903 1de.4 1190 183.7 965 129.8 1190 147.9 945 115.4 1190 136.5 928 103.8 1180 128.4 91E 86.8 1190 119.5 eB6 742 1190 118.1 893 64.9 1190 118.1 893 C m 721n 761.6 1010 769.E 877 134.7 1010 144.E 850 1184 1010 1272 642 101.0 1010 114.7 828 BB8 1010 105.6 817 80.5 long 86.9 507 67.3 1010 90.8 795 57.7 1070 87.8 790 50.5 1010 87.7 789 -� 76 In 137.4 906 143.5 792 114.5 906 122.0 775 DO. 0% 107.1 761 85.9 906 96.2 749 76.3 906 88.2 738 88.7 OW 823 729 57.3 908 74.7 718 49.1 908 71.2 710 42.9 906 70.8 708 78 in 127.1 861 132.5 i 754 105.0 WI 112.5 738 90.8 881 98.6 725 79.4 861 88.5 713 70.6 861 81.0 703 63.8 861 75.4 894 53.0 861 65.1 Eat 45A S61 64.5 675 39.7 861 63,7 572 901. 827 ti46 55.4 574 68.9 646 72.1 564 59.1 60 62.9 554 51.7 646 50-1 645 46.0 646 50.9 537 41.4 6/6 47.0 530 34.5 646 41.5 519 29.5 646 38.2 511 25.9 646 36a 507 BB a 682 58S 70.1 506 55.6 588 50.1 4B9 46.7 588 51.4 481 426 568 45.8 4B3 37.9 568 41.4 478 34.1 5W 38.1 470 28.6 588 33.4 459 24.3 SEE 30.5 452 21.3 598 28.7 447 tell in 47.9 449 48 9 R5 39.9 449 412 399 34.2 449 35.1 393 29.9 449 31.7 367 26.6 4491 25-0 352 23.9 449 28.1 377 20.0 M9 22.7 368 17.1 449 20.4 361 15.0 4dg lag 356 III 1. 44.1 425 46.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 282 352 22,1 425 24.0 368 18.4 425 20.7 350 15.8 425 18.6 343 1201n 34.9 3B4 35.5 331 29.t 364 29.8 326 24.B 384 25.8 321 21.8 364 22.8 317 19.4 3" 20.5 313 17.5 364 18.7 309 1" 1n 20.2 253 20.4 233 18.8 253 17.1 230 Anchor Ca acIty Table Iba 9obetlate: 2.n Concrete 3.5's Co.. Hum CMU FBad CMU PT Wood Metal Anchor Clip Pattems Anchor TYPe: 3/16' El.. latweon 1/d• Eko llihaeon 5/18'Eko Ul6acon 3I7C Eko Ul6aeon 7I6' Eko Ulbacon 1/4.68 Eke A mGatw 99 5/16"Elco N:recon 1/4. 95 Eka A ggreCakr #tostesl Screw (GS) 412 Seel Screw (GS) 912 Steel S-(G5) Etlge Olsteroe (p11: 1' 2-12- 1' 2-1r' 3-118' 1• 2.1rz' 1"E2AFe 2' 3-"0" 21 D.dfi' 0.54' 0,324' 1314' 1-3/4' 1aPo' 1314• 7' 1-1/r 1-1/4' 1-7/4' 1-114' 1-1/4' T lam 1-3/8' vsd. 2MGllws 5'Min O.C. I (2)245Argle Ceps / (Fq. 1} 3B0 0s 390be 450 bs 8901ns 1700 ba 270Ibs 2801Da ]54 me 374 Its 7201ns 94a IW 341 IM 4421bs 56D Ins a Arotars 35' Min O.C. f RJ 2a5 Ange (2ipe ! (Fig. 2): 7Ed bs 7B0 ae 793 Bu 16I0 Ws 2525 540Ibc 5601be WA 74816s 8B0IW 1B921bs 652 9x ee5lhs 1120IDs 6 Anchors @ 2.71' Min 0 G / C2) 2a5 Angle Clips / (F9� 3): 1120 7bs 11201bs 956 ba 2246 Poll 2254Iba NIA 640 aV WA WA 1320 ba WA 10221ba 1321 Iba law It. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES ANCHOR CAPACITY ADJUSTMENT FORMULA. (DP_) X ( MANCHOR CAP..._..,\ =ANCHOR CAP. ULLK)N CAP.,,,.,, ) USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION ANDMULLIONCLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. • • • • • • • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • .12A • • _ • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. e • • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • • • • • • • • • • 32 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 45' SAY LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 000 • THE MATERIAL. 910 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. • • • • •MU4LA� • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •e• • e • • ••• • • • • e • • • • • e ooe • • • • • • • • • • e • e • e • • • • • 00 •ee 411 0 0 000 0 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 No. 58705 ;0,�•.. TATE F SrONL S A. L'YNN, (4dEA. P.E. FL P.E.# 58705 125" 2.000" 11 .125' r I VX2"X.125'MULLION 6063-T6 ALUM. X-SECTION .125" 2.000" L 375" 1- X 2" X .375' MULLION 6063-T6 ALUM. X-SECTION f-.1 25- STANDARDCLIP 2 000" 6063-T6 ALUM. XSECTION .125" 5.500" CUT TO "�.125' � REATE F F-CLIP, SEE MIN. MIN. .375" MIN. }.- I _CREATE r DETAIL F. SHEET r-----__, r-------r A �- STANDARDCLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER, 1/18". .375" MIN. ------------ ------- D i 1 I I I 1 ACO" 125" 2.750" .375" 1" X 2.75" X .375" MULLION 6063-T6 ALUM. X5ECTION -T 2.125" U-CLIP 6063-T6 ALUMU I . X-SECTION 125"] q - -740" 0A338" MlN. U-CLIP 8063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116°, TABLE B V X 2.75" X .650" MULLION 6063-T6 ALUM, XSECTION i 3.125" a,_,, j 1' X 3.125" X .5' MULLION 6063-T6 ALUM. X-SECTON 2X5 ANGLE CLIP 6063T6 ALUM. 2.�" X-SECTION 125" L i 3. TI88" r.265" r 1.25" X 3.188" X 265" MULLION 6063-T6 ALUM. X-SECTION 5.OD0" .375" MIN. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.G. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1/16'. Mull Dimension (sheet*) PGT Part# Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X 2" X .125" (5) 66605 666113M 666111 BM 666243M 666511 M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75" X.650" (8) I 6660B M116M 6661121M 66624ile 66tR1111M V X 3.125" X.500" (9) 66637M 5661116M 6661114M 66624E 66651111M 1.25" X3.1W' X.266" (12) 66UIM 5661117M 6661113M 66624 M 666516M 1.26" X 2.1 V X. 125" (18) 69370 WA NIA N/A 668517M TABLE A i 25" .125' Lt.900t"�' 1.26' X 2.11" X .125' MULLION 6063-T6 ALUM. X-SECTION Dimension Value on) For Mullion: A 1.625 1' X 2" X A25" Aluminum Tube Mullion B 2 654 C 0.895 D 0.740 A 1.125 1" X2" X.375" Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X 2.76' X 375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1" X 2.75" X .850" Aluminum Tube Mullion B 3.000 C 0.476 D 0.636 A 2000 1" X3.125" X .500" Alum Tube Mull B 2.637 C 0.863 D 1.137 A 2.625 1.25" X 3.188' X.265' Alum Tube Mull B 3.262 C 0 862 D 1.762 • • • 1.26" X2.11° • • • A'• • i.J13 .121" Alum • • • Tube Mull OFFSET CUP NOTES: 5063-T6 ALUM • TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN OWHI✓• SHEET • • • • • • • • • • • • • • • 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR Q.t �E. • • • • • • • • :DIST,* • 0.0 000 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 • • • • • ••• • • • • ••• • • see • • • • • • • • PRODUCT REVISED as corn p)yin with the Florida Building Code NOA-No. '17-0630.01 Expiration Date 05/26/2021 By M1ami- Product Control \111 I,i i r I I" N �� P�rr UIGENSF �•�� No. 58705 i �S F�OR.....•-'G�� 6063-T6 ALUM. X-SECTION 125' X 3.25' X .100" 125" X 3.25" X .624" MULLION MULLION 600E-TS ALUM. 6005-TSALUM. X-SECTION X-SECTION i j-t,D62"-I LC63" 1 .335" 062"J D62" -+-1 438" 4.000" 2.625" .125" .031" .155" .375" 1' X 4' X _375" 'T'-MULLION 6003-T6 ALUM. X-SECTION 1.250" 3.94' .1oa' _I " --1 .820" 1-- 1.25" X 3.94" X .624" MULLION 6005-T5 ALUM. X-SECTION 5.500'� 3.125" CUT HERE TO .375" .375" -�i _ CREATE ' -CLIP, SEE MIN I DETAIL F, SHEET 4 I 1 I I 1 I I I I I I I i I I I I I I I I 1 I I} I 1 176' I i I I F 1 I I I I I I I I 1 I I I I I I I I I I I I 1.377°� 1° .125 �1.877/'\I .125' I MN... I 1 .125' .12E 45" 2.2i 30- I 3.250"45- BAY MULLION I 3.260' 30' BAY MULLION 6063-T6 ALUM. 6063-T8 ALUM. 1 X-SECTION X-SECTION r 1 22B„l G-.98,"-•� .226'J �-.981""4 / It STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6053•T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ V16'. I I I i i 1 I I ( I 1 I 1 G OFFSET CLIP .125' 6063-T6 ALUM. TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15. 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 375' p - 1 2.1'25" U-C OF 1i 6063-T6 ALUM. i X-SECTION yl f-'25, 2.000" 2X5 ANGLE CLIP 6063-TS ALUM. X-SECTION ,125" i CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". 375" CENTER OF ANCHOR HOLE I MUST LIE WITHIN I THE DASHED BOUNDARY. SEE F SHEETS 10.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. U-CLIP 5063-T6 ALUM. TOPVIEW TARL F C Dimension Value (in) For Mullion: F 3.687 1 C4" X G 1.000 .125" Aluminum H 2.680 1 3.000 Tube Mullion F 3.187 1' X 4" X G 0.757 .375" Aluminum H 2.430 1 3.000 Tube & "T' F 2.250 1.25' X 3.25' G 0.750 X.100" Aluminum H 1,5110 I 3.250 Tuba Mutlmn TART F t) r__________ _-i I I I I I I --------------------- I I I I I I I 1 � I I I I I i I I 1 I TARI F C r.ONT Dimension Value (in) For Mullion: F G 1.938 0.500 1.25" X 3,25" X.624" Aluminum Tube MUIIIcn H 1 1.438 3.250 F G 2.625 1.12E 1.25' X 3.94" X.824" Aluminum Tube Mullion H i 1 1.500 3.250 F 2.613 14 BayMull F 2.67E i5 Bay Mull .375" MIN. 2X5 ANGLE CLIP 63-T6ALUM��3°O TOPVEW 0a ,K PRODUCT REVISED " complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LD w Miami ode roduct Control R' LD U z uj ..l)ItIIUI//,. Mull Vehlort • • • • • PAF Part# • (evet#) MuviQp St CII O set lip U-Clip Angle Clip V X4' X. " (10} 1936R '8601110 116M112211111 666241M 66851 MM 1" X4'4(f75" (16)• GIWIJ J6 112 11 3 686242M S66619M 1" X4' X.375''r (11) 66&53 666112M W61123M 666242M 666519M 1.25- X3.25" X.100" (13) 20160120312 1.25" X3.25" X.62e (14) 20161/20316 6661127M %61128M 6661124M 6661126M 6662410M 6665115M 6665116M 1.25"•X3.$4"X. 4 (15) 1117M 6iifi-26M 866517M S0 Dlgree (MI) E6W �#A • W U 66MI10M Ores ( B ?RYA • MIA 6665111M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,. VIGENSF'•, �� O ��, s No.58705 Sr _ � Cis '•. <ORIDI`. •'G\�� /10NAL e,,0'� ra A. LYNN MILLER, P.E. FL P.E.# 58706 Mull Dimension (sheet 9) PGT PartA Mullion Std. Clip U-Clip Angle Clip 2" X4"X.25" (15) 66602 6662fi1M 666271M 6665112M 2" XT X.25" (17) 66604 666262NI 666272M 6665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. C---2.000'--{ 2'X 4"X.25' MULLION 6063-T6 ALUM. X-SECTION 2"XWX25" MULLION 6083T6 ALUM. X-SF.CT)ON .375 MIN. q- C — J25` STANDARD CLIP 2.000" 6063-TS ALUM X-SECTION i -.125° i fI I o.ouv CUT HERE TO CREATE F-CLIP, I _ SEE DETAIL F. r SHEET4 -------- -------------, -375 I MIN i I I I -I-- --- I i I I I 7 I I I I L_ ______ ______Fr I I I I I -I- I I I I 1 I ________ 3.4' 3 I STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WTHIN THE DASHED BOUNDARY- SEE TOPVIEW SHEETS 16-I T FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". 5,500" CUT HERETO 3.500"-i CREATE F-CUP, MIN. 4 I _ SEE DETAILF, .375" AHFFT4 MIN. rE— �________ I I I I I I I I t I I I I I I t I I 1 I I I 1 I ________ I I I I I I I I I 1 I I 1 I_ I I 1 I I 1 I I I I 4.688" I `- STANDARD CUP 8063-T6 ALUM. TOP VIEW C I--. 125" f U-CLIP 2X5 ANGLE CLIP W83-T6 ALUM. I 6063-T6 ALUM. 2.725' X.SECTION 2.000" XSECTION i -,125" .125" i 1 5,000" 375" 375" �— MIN. ----- -------------- I I I I I I I 1 I - 3.438" I I 3.436" I ' __---- MIN. I MIN'. I U-CLIP, 6063-T6 ALUM. 2X5 ANGLE CLIP SED FORT X 4"MULLION, SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM• TOPVIEIW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. CENTER OF ANCHOR HOLE MUST LIE DISTANCE. MAXIMUM ANCHOR HOLE WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER , 1/16'. SHEETS I6-17 FORTHE ANCHOR O.C. _ DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. 5 000' _ .375' MIN. I 1 I I I I I I 5.438' Ct i—_—_—___I 8" i 5.438" 06 • • • • • • ••• • 1 •• • • i• • • • •• I .375" _I i I ___ I MIN. • ••• • • • • U-CLIP • • • • • 2X5•,NG•E CMP • •• • 6063-T6 ALUM. • • • • 600-T6 ALUM. • USED FOR 2' X 6" MULLION, SHEET 17 • • • • • • • • TO►VIEW • TOPVIEW • • • • • • • • • • • ••• • 000 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 w U1 o DO n� r m PRODUCT REVISED as comp' Ing with the Florida Building Code NoA-No. 17-0630.01 Expiration Data 5/26/2021 By-,.... ,..^ miam ae Product Control 1ti�llll11111� ��aONY•�YNNAA.. ��% VICENS '7X� *.: No.58705 . 7()NAL iE� A. LY�1N tJIILL�R, P.E. FL P.E.# 58705 EXAM' F I: SLNGL R . CA_ M GN .. D..%G J 'BS _ RH , E IS -"OWN -TO 3E INOOD 0 A__ =CJ DES -H=' V:NDCVI F /.M1: _ EP : iS 2 4'. EOPFN`,GREQ,R_SADESJUI, .N:-IA- NC ASSUI`G THAT A 1 WIDE MULLION S St,17A THE MULLION _ENG -S r2"' A IO ' OPENING VV D-H IS 32 +.2 1" 65 R—. FR C'IV S- EE - _ CO' N USING N NCHCRS \ _Fi - T RECTANGULAR LOADING MUST BE USED SCAN THE MU_UCN TABLES FOR A MULLION THAT:.. AT LEAST T•i='F/INDOW FRAME DEFITHO=2 "'� AND n✓l__ vE_- OR EXCEED THE REQUIRED CESGN PRESSURE OF +60 0/-60 0 PSF IF T ;E TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE- L-I o a i_ �'--sEE I`; -SEE FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72', OPENING WIDTH = 70') MEETS THE DEPTH REQUIREC, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD z PENEPROSTRAOUCTn5 ON DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. H> m SHEETS o `- W APPROVAL Z-3 oz U FROM TABLE 4A SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENT- FOR THE ;2° it OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MUL LION ` LENGTH ! 2) USE TABLE 4B 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 y U F 4 I Q ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. Z .N,2 W SEE �., LIJ DETAILS, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MUL'_ION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL = SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. - cf) IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 FSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W 0. r NO ANCHORS ILU NWINDCW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m C)ce) to �r� W"""""'A� H (60 PSF) X ( IDTH 7z PSF / = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) Q THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A v DESIGN PRESSURE OF +50.0/-55.0 PSF. Q FOR THE VERTICAL MULLION: F- ,Q 11 INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+1"=1G5" AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 25, Z Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318" AND WILL co F �q moQ - . EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER S17-E AVAILABLE. - __l a W FROM TABLE 3A. SHEET 7, THE P X 2.75" X.375" MULLION (LENGTH = 106%OPENING WIDTH = BO") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS-!-15.1 PSF d (r Y _SEEDETAILS, MULLWIDTH--i r- SHEETS2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U 4 - FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q Q „ W Z O (L `s FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m0 SEE SEE ar FENESTRATIO DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36•+36"+2"=74", NOT 73" AS PREVIOUSLY ml PRODUCTS HE ASSUMED. ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL 2-4 THE 73" DIMENSION (35-1/2"+35-L'2"+2"=73"). REwitV Florida \ aPRODUCT the Building Code 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED NOA-No. 17.0630.07 CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8% CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION ` - `- \�' SEE USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-11T GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date 05/26/2021 LENGTH SEE a DETAILS. DETAIL E. OPENING SHEETS 24 SHEET3 THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: ' ow > By w dnaml-I de Product Cont HEED BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE IWE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER L2• MULLION MULLION TYPE COULD BE CHOSEN. F I)THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE 0 USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF-1-170,0 PSF WHICH EXCEEDS THE SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. DE USETABLE12BTO FIND THEANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" dZ3 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8% CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH kSHMt2) (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH 1S GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED w ANCHOR CAPACITY OF 521 LBS. • • • • • • • • •. • : : . a�NY LYN/V4,f 3e-, naR¢, 3e•, Howz - I f LENGTH MULLLENGTH�I • • • • • • 4) FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR Ch AC� OF 521 Lft. TAI�.L•129FOI•TH•U-0LIP OtiOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE F QUI 4TAN�NO: C.A I!El:REMf)JT OF 521 LBS. THE ` p ��.•'• CICENSF • �C� Z P, •;Cn� —MULL OPENING WIDTH FOR VERTICAL MULL • ANCHOR TYPE IS A #12 STEEL SCREW. • • • • • • • • 1� l = *: NO. 5870S • • • • a - FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; _ ehoJ'�_. r -0 _ +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; N •, ��-�y7 ^ +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). • • • • • •: ' O J'A'E P .. (/ • • • • • • THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. : : : : : ® i�� •'��OR10P-, G\�� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. T�?LQWERUESIG►1 PRESMREqIOF*1ULkIONS QR FEttS�A.TION Fr- /S�ONAI1N�\ 1 PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE B011ij FE MUeLIDN AND THE9TENOSTFWTION P8ODUCTQE 14STALLED IN LS.N A. Lf(111�ALLtLR, P.E. YIV ACCORDANCE W17H THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRAT161J PRDDTJCTS TO MGRION. • • • • • O FL P.E.# 58705 • •• •• • • • •i •• ••• • 0 • 000 • • EXAMPLES Or REO T ANGULA.RLOADING: I I j ` PW 7/// 72J SHIDH y/ 1 4 1 I i I 1 I I I I I I I - I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I SILL OF WNGOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED HINGED DOOR I oo I SH,,DH SHHID'ILrH I LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION , i I I I LOADING OF VERTICAL MULLICN LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES GF TRAPEZOIDALITRIANGULAR LOADING: 1 P�v I c o; i If_ HINGED DOOR GO LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION 1 LOADING OF (2) HORIZONTAL MULLIONS I PW PW PW 71- II� //all i///.III IIl fj SGD LOADING OF VERTICAL MULLION )ADING OF VERTICAL MULLOOP 0 Q LU `m a L � '-o PW N LU Z ® Of co O U Q O IL z .s 1 o SHIDH O O o y 9-¢ 4 PRODUCT REVISED / as complying with the Florida Buitding Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: By Mimi-U a Product Control 1) DRAWINGS ARE _ RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. - CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. • • • • !) IF•THE 111MCIING TYPE CANNOT \\\�I NY LYNN��' • _ • PW • : : E T INED, USE F•CA �LAR LOADING. - �� . - ....1v. 4f `: P�� .-' �icENSF •. /�� • • • 969• • 6) SfE WDUCTS' APPROVAL FOR * . No. 58705 p ACTUAL ANCHOR LOCATIONS. * - • • Ili• 0�'. • • • • TAT r ��: • • • • • • LQ�IN • • • s 0 'ss'ONAL S • MU1LAIMZOUT: • • • • • • A. LlYNNA11ILLEA, P.E. FL P.E.# 58705 ••• • • • •• • • 0 0 0 * : . • : • • • • • • • • • • • 000 •• •• • e • •• •• 0 0 • ••• • 0 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTJCE F ACCEPTANCE NOA www.miamidade.gov/economv PG`T"�TTndustries, Inc. Q 1870 Technology Drive �( � ��i,©0 f� l j ( laf jV j North Venice, FL 34275 % J 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 tlw At thority Flaving Jurisdiction (AHJ). • • i • • • • • • This NOA shall not be valid after the expiration date stated below. The Miaml•fVlt Co4•pjoduct Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami 'Dale Count34) reserve, • the right to have this product or material tested for quality assurance purposes. I1' 16lji� Producx•Or m ateria2 • • • • fails to perform in the accepted manner, the manufacturer will incur the expense of sil li testing Srtd the AHJ.... may immediately revoke, modify, or suspend the use of such product or material*%laih their ju0#0i'sdictiori.• •• RER reserves the right to revoke this acceptance, if it is determined by Miami—Da*•"ty Product tontrdl• • • • • Section that this product or material fails to meet the requirements of the applicable building code. ID This product is approved as erem, an een designed to comply witk%he Florida*Auildit�g • • 0 • . . . . Code, including the glo Hu icane Zone.- 0 DESCRIPT Series "HR-710" Aluminum Horizontal Rolling Window — L. APPROVAL DOCUMENT: rawm - i e Alum. Horizontal Roller Window, Impact", sheets I through I 1 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., b 13e �l4iani-Dade County Product Control Revision stamp with the Notice of Acceptance nu er and expiration date by the Miami -Dade County Product Control Section. - -- MISSILE IMPACT RA LL e and Small Missile Impact Resistant.LaABELING: Each unit s apermanent label with the ma s name or logo, city, state, model/series, and following s ounty 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# 16-0714.13 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 Jorge M. Plasencia, P.E. 'J NOA No. 17-0411.06 xpiration Date: December 21, 2021 C3 zo i % Approval Date: August 31, 2 age 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's 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 H dated 03/24/17, 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 por.F$C, TAg'20Z94 . • 2) Large Missile Impact Test per FBC, TAS 201994• • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TA9203,94 ••.. %•••.: along with marked -up drawings and installation diagram of a 1)UQ,sliding•g1tns door,.... • a PVC fixed window and an aluminum sliding glass door, using'KddispWA* 4&G TP$:••' spacer system, Duraseal® spacer system, Super Spacer° NXTTV9parer system and XL• • EdgeTM spacer system at insulated glass, prepared by Fenestriion Testint. , Ooratoq. Inc., Test Reports No. FTL-8717, FTL-8968 and FTL'897k dated 11/16/1.51 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ort(ga; l;?E. - • (Submitted under previous NOA No. 16-071413) 2. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (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 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-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 )?Q.X*aluminum • • • • horizontal sliding window, prepared by Fenestration Testing Lab"algry, Irt.i OT*t Report No. FTL-4859, dated 03/08/06, signed and sealed by Ed n;ido Largagpada, ' • • • • • P.E. .... •....: (Submitted under NOA No. 06-0405.06) ' • • • ...... ..... C. CALCULATIONS "• • • • • 1. Anchor verifzcati alculations and structural analyse , comp ink with �]P, n • Edition (2014 a d FBC-6t'' Edition (2017), dated 0 /31/17 arY1 Tepised'on 07/28/1�, prepared by an acturer, signed and sealed by ony Lynn Miller, P.I •• • • 2. Glazing comp 'es with ASTM E1300-09 l). QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). r. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F . STATEMENTS 1. Statement letter of conformance, complying with FBC-5t' Edition (2014) and FBC- 6tn Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) rge M. Plasencia, P.E. Pro . ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTV UED) 5. 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) 6. 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, F.E. •. (Submitted under NOA No. 06-0405.06) • •• •" • • • G. OTHERS • • • 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries rp �Meir Sprigs ; • • • • "HR-710" Aluminum Horizontal Rolling Window — L.M.I., appwvj�l on 09PMA 6 and,... expiring on 12/21/21. .• • • ....:. •..•:. .. • orge M. Plasencia, P.E. Prqcfuct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOWIMPACT RATING DESIGN PRESSURE RAn NG 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). VARGE & SMALL MISSILE I VARIES PER O, i;ONS, IMPACT RESISTANT SEESHEETO A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER. LED GLA tiff —17 " 15-HEATSTRENGTHENED 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 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. E. 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .09Q" PVB INTERLAYER- G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A ,090" PVB INTERLAYER. H. 13/16' LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. L 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER K. 13/16" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7116"LAMI CONSISTING OF 2 LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. 2. CON FIGURATIO O O, XOX 3. DESIGN PRESSURSSqSEE TABLES, SHEET 8) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS_ 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO ULTRACON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION 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 TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE 1 Anchor Group Anchor Type Frame Member Substrate Mtn. Edge Distance Min, O.C. Distance EmbMin. entor Metal Thickness Metal Thickness A 12, Steel SMS (Gr. 5b (min. of3threads beyond metal substrate) All Southern Pine (SG s 0.55) 9I16` 7/8" 318 6063-T5Aluminum 318" 9118" 118" A36 Steel or Gr. 33 Steel Stud 3/8' 9/16" 0.045" (18 Ga) 114' Elco mb Hollow oc 1314" I Concrete min. 2-85 ksi 1" 4" 13/4' All m Pine SG - 0.55 PC 1/4" 410 SS Elco CreteFlex All Southem Pine (SG - 0.65) 1" 1" 1-w 1/4" 410 SS Elco CreteFlex OD Jamb Hollow Block, (ASTM C90) 2-1/2' 6"1-1/4' All Concrete (min. 3.35 ksi) 2-17 4" 1314' TABLE 2, Material Mln. Fy Min. F. 92 kai 1 Elco UftreCon ® 155 kai 177 ksi ksl e083-T5 Aluminum 16 kai 22 kei W83-T8 Aluminum 25 ksi 30 ksi A36 steal 3e kei 58 kei Gr. 33 Steel Stud 33 5 aksi 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL EQUENT TABLES IN THIS APPR . 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. ••• ••• • • • • •, •• • 0 • 4,• • • •• CODES / STANDARB.&SEL! • • • • • • •2017 FLORIDA BUILDING CODE (FBC), BTN E rrl0i •2014 FLORIDA BUILDING CODE (FBC). 571H EDITION •ASTM E1300-Q9 •ANSdAF&P RQ 2QI&MDRWCODCON51RUCTION •ALUMINUM�E GN MKNUAL, AW&416 • • •AISI S100.120 e • • • • •AISC 360-10 • • • • • NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 E LWATIONS..................... 3 RT. SECTIONS ............. 4 HORIZ. SECTIONS ............ 4 CpER DETAIL .............. 4 PARTS LIST ....................... 5 EXTRUSIONS- ................. 6 INSTALLATION .................. 7 DESIGN PRESSURES....... 8 ANCHOR QUANTITY......... 9-11 so • • • ••• •• •• PRODUCT REVISED as complying with the Florida euilding coax NOA-No. 17-0411.06 Expiration Date 12/21/2021 3124117: NEW LAYOUT, SHEET REORGANIZATION, UPDATED ANCHOR QUANTITY PER FBC 2017. CHANGED ANCHOR TYPES j x } aen O Ov zw J fh d :!1 N J O z LL cop Z w = WLLI F- Z a o^ z r` b. 2S J 0 O lL O z ul rn zF N ~p Z z 0 J n 0 � wrl �+•a •w•s otyy LYAI/V4 OCENgF * : M0.58705 �Y "/101111 t+t1(AL A 1t11\ A. LYNN MILLER, RE C 1/2" NOM. GLASS 617E 1!6" ANNEALED OR HEAT STRENGTHENED 09T PVB INTERLAYER 116" ANNEALED OR HEAT STRENGTHENED 5116' NOM. EXTERIOR INTERIOR (ALL SECTIONS) r STRENGTHENED GLASS r STRENGTHENED GLASS OR TEMPERED GLASS 13116" LAMI IG GLASS W/ 5/16' LAMI TYPES: 1/2" NOM. GLASS BITE SILICONE STRUCTURAL �.!/4"NO POLYISOBUTYLENE WITH DESICCANT • EXT. GLASS 3/16• ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 3/16" ANNEALLA AILED OR HEAT STRENGTHENED GLASS 7/16• LAMWATED 7116" LAMINATED GLASS 1/2' NOM. GLASS BITE KODISPACE �J n er_ Toe BUTYL 8 DESICCANT FOAM XT E. GLASS -% G HOT -MELT BUTYL STRUCTURAL SILICONE M. FOAM—3/16"NOM. WITH DESICCANT EX-r. GLASS LA55 INT. GLASS SUPER SPACERD NXTTm POLYISO- BLITYLENE 5(i6"NOM. SEAL ROLL -FORMED _ STAINLESS STEEL DESICCANT FILL AREA "I-5116" NOM. LICONE SEAL EXT. GLASS I 72,73,74,75,76, A/INT.GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER INT. GLASS 3H6' ANNEALED OR HEAT STRENGTHENED GLASS siie o I/N4AA�RSPACE 10 OR VITANNEALED OR TEMPERED GLASS DURASEAL® 87 XL EDGE" °SPACER SPACER 13/18' NOM. 13/16' LAMI IG GLASS W/ 7/16" LAMI TALI C 7• A. 5/16' LAM - 1/8" Aa90" PVB, 118' A) ; S 5/16" LAMI - (1 .0990"W il$ _RSj C. 5/16" LAMI - (1/8" H$,.090' PVB, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) E. 7/16" LAMI - (3/16' A,.090" PVB, 3116" HS) F. 7/16" LAM] - (3116" HS,.090" PVB, 3/16" HS) G. 13116' LAMI IG - 118" OR 3/16" A (MIN.), 5116" OR 31W SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) H. 13/16" LAM] IG - 1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB,. 1/8- HS) 1. 13/16" LAMI IG - 1/8" OR 3116" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAM] - (1/8" HS,.090" PVB, 1/8' HS) J. 13116"LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 711 W LAMI - (3/16" A,.09(r PVB, 3116" A) K. 13116" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16- OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090", 3116" HS) L. 13116" LAMI IG - 1/8" OR 3/le' A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI-(3/16" HS,.090", 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. "PVB" = KURARAY TROSIFOL• PVB INTERLAYER Part # Description Material 85 Kommeding 4SG TPS Spacer System 86 Quanex Super Spacer nXr with Hot Melt Butyl See this Suet for 87 Quanex Duraseal Spacer Materials 88 Cardirla! )L Edge Spacer rcererterva.e , w � r�ervrti a: r � �-or v, oaoo a a+iu 000 • • • • • • • ••• • • • • • ••• ••• • • • ••• • • • • ••• • • •• •• • • • ••••• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Mia I-D Product Control 3124/17: NEW SHEET CD = w > z tC CO •A.Y m m �: O Oc R ^ J M w to N O J o ay Z v LL O w =wU{ $. U AB w2v3 e _ u aua V w LL o J l�B ® Z N o ai Q O = Z o aau *.v %11 �Y LYNN j,''. ...... * ; No.58705 ' IFS; •-.!`tortto!:. •'' G�= ";7;, YONA 11�r1`�. A. LYNN MILLER P.E. P.E.# 58705 27 3/8" 110" MAX. WIDTH I.F. FRAME `+--- 111" MAX. WIDTH FLANGE FRAME 5' A DL F L DETAIL B - XOX (1/4-1/2-1/4) vDLO FIXED Cy yDLO VENT A 38" AX. 3 ALL KED TES i / I / O ! I / / / I X 63" M FLAN A FRAI AL 56" CONF MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. �— c 73" MAX. WIDTH I.F. FRAME —� 74' Mwc. WIDTH H FLANGE FRAME _III-- DETAIL A - OX OR XO 27 3/8" MAX. IDL L VENT 27 3/8" MAX 7-G FIXED D D , 11 857/16" MAX. WIDTH I.F. FRAME—�I 86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. k(• SEALANT OR GASKET 3E AT HEAD AND SILL 1E IG. I.F. FRAME • • • • • • • • 13 FLANGE FRAME MOD ` ' ' • • • • (FRAME CORNS 2STRuCTIgI`#) : • ••• • • • • •• •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration oate_12/2112021 1114/17: NO CHANGES THIS SHEET. io N = E Y O 0 �a O N f`�7 S= to W a ZLL� = W �a C.) U rt• 00 K F a "�° ° VN aw a �z 3 w _j O Cl) 0 ® P"s ~ O Z a Fr O z O �s ¢ w LY au t . � .•' � sir''•. !� * ; No.58705 s'QNAL A. LYNN MILLER, P.E. P.E-4 58705 EXTERIOR MAX. HEIGHT FLANGE FRAME MAX VENT DLO MAX. FIXED DLO INTERIOR IN101: r r7 MAX. VENT DLO MAX. FIXED DLO —•-I Imo— "i— MAX. VENT DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) EXTERIOR `,l SECTION C-C (VERTICAL SECTION, FLANGE FRAME) MAX. WIDTH (I.F. FRAME) - EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) INTERIOR u u SILL (VERTICAL SECTION, I.F. FRAME) EXTERIOR I ! INTERIOR Lttn� • . • . . . .. • i IEAIJ • ' '::: • • • (VERTICAL SECTION, I.F. MAW!) • • • • • • ... . . . . ... . PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21 /2021 i By 324/17: NO CHANGES THIS SHEET. LLJ tD C' = o O 00 O wra l9 cv M tY N 0 N z�Io Z w d m V U a ®z U Fe Z a dua o �Z LL w O F Z IL O X .0 v ® 8 4 w eows k� O QZ Z N LL < 0: '6 Z 0 n U t _ uj rW1 >�0 .`` �gI YLYIvH �'' .......41 • 4. No. 58M5 �0,�'.• S ATE F(V` 101VAG LL1ENG�� A. LYNI�I A LLW PE � TA3LE 4^ 2.710 2.624 .062 41 2.784 3.162 1.988 ��• ••• • • • 43 I.F. FRAME JAMB lt4141, 6063-T6 • • • • • • • ' ' • • . . #4140, W TEi • • iTF.1�I DWG# RE. DESCRIPTION I.F. FRAME HEAD 43 4141 IF.FRAME7AMB 6063-T6AL 64141 94139, 6063-T6 50 G[AZING DOW 791,399.995 GI IA -13/16" 6063-T5 AL 64067 062 60 GLASS, 5116" LAMI 2.710 11ATL PGI'# 1TEM1F DW(;3{,12EV DESC1iiPT1E}N MAIL PGI'# PRODUCE REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By 3l2M17: CHANGED GLAZING SILICONE.LO LL x a rc m0 N O N � O v ?� � n I N m 6w N zl'-rao w v xW� �a U W � � � oZ� o � U W O K iA F- y z �. TF N Z LL 0 O = J O "pu •r.q .a•sCr z NY lYNry �' .s/ONAt �N ''r rllllltlll\ A. LYNN MILLER, P.E. P.E.tl 58705 NY lYNry �' .s/ONAt �N ''r rllllltlll\ A. LYNN MILLER, P.E. P.E.tl 58705 062 1.37� 1.273 D FLANGE FRAME HEAD #4102A, 6063-T6 - IFS--.062 .490 f— �-1.451-• O SASH STOP #4025, 6063 T5 1.122 1 2.71 u--- 4 O FLANGE FRAME SILL #4136,6063-T6 .062 .437 1.46 O HORIZ. ROLLER TRACK #4131,6063-T6 -►{ 1.187 r- .062 3.090 FRAME SILL ADAPTER �J #4137, 6063-T6 1. '�'.' � .062 �-1.403--4 17 FIXED MEETING RAIL #405413,6063HD-T6 �1.513-�• j 040 I .738 —1.443--{ O SASH STOP COVER #4053, 6063-T5 J +-2.784-►{ 463 i 1. 062 13 FLANGE FRAME JAMB #4002A,6063-T6 .062 29 p 1.17 0(2 8L1.349- I 1.081 1.096 I -� O21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD 5/16" #4105, 6063-T5 #4006D, 6063HS-T6 #4126, 6063-T5 #4039B, 6063-T5 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date By 3124117: NO CHANGES THIS SHEET. w g a N > it 3 o w0 O U` N q R�7 �, O J O n F Z ? _ Ld r . R t- wV co z d ° D.au o ^ � g oZv w j O 0 m z z N W O Z O 0 o 2 u1 _ a u� qwt �a pras y 050 ! • ••• • • • • . . lINv .� ``00ttuILYY ; 41GENO,` •.. t< 050 .678 .678 1.096 .050- .678 .64 0�0 • • • = No. 58705 1.096-� i 1.115 - 54 GLAZING BEAD, 5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" 59 GLAZING BEAD? 3/16" • • - T •. w; %�t�`S,' ' 2� ` 940448, 6063-T5 (USED W/ GRILL KIT) #4222A, 6063-T5 #985C, 6063-T5 (USED W/ GRILL KIT) • #4067t6063 T6 • • • • : : • ��OrttDP.• NAL • • : • • • • • • • • • 0 0 • A. LYNN MILLER, P.E. P.E.956705 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR I SEE ANCHOR ` TABLE, SHEET 1 TABLE, SHEET 1� P SEE ANCHOR 1 WOOD { ' a a LE, SHEET 1 L.. BUCK, — NOTE 1 = - 1/4" MAX. SHIM SEE ANCH SEE ANCHOR TABLE, SHEET 1 DE A TABLE, SHEET 1 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 14" MAX SHlh SEE ANCHOR TABLE, SHEET 1 1/4" MAX. SHIM l SEE CHOR - TABLE, S CHOR ET 1 HEET1 WOOD BUCK, TE1NOTES: \� _13;8 N:IN. 1. WOOD BUCKS DEPICTED IN THE SECTIONS ONNNS PAGE AS 1x ARE CKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2"' 1x E OPTIONAL IF -UNIT CAN BE INSTALLED DIRECTLY T CRETE OR CMU. WOOD BUCKS DEPICTt='t AS-2z OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1l MAX 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4. 0.131" DIA. MIX 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. .X SEE ANCHOR INTERIOR TABLE, SHEET 1 (JAMB DETAILS E, F & 1) EXTERIOR 2-1/2" MIN. EMBEDMENT V D EXTERIOR INTERIOR F �� ,''• a + SEE CHOIR (HE & SILL DETAILS A, B, C, D, & H) TABL , SHEET 1 ` 2x WOOD BUCK, NOTE 1 --I 1 1x WOOD BUCK, NOTE 1 J DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE ANCHOR TABLE,SHEETI SEEANCHOR TABLE, SHEET 1 114" MAX. �WI SHIM SEE NOTE SEE NOTE 4 L,+ R TABLE, S ET 1 1 3/8" MIN. _ SE ANCHOR SHEET 1 SEE ANGHET 1 2x WOOD ' SEE ANCHOR TABLE, SHEET 1 0 BUCK DETAIL C DETAIL D 2-1/2" MIN. EMBED • • NOTE 1 DE_ TAI CO SI ll TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL A 5/8" MIN. EDGE 5/8" MIN. EDGE DETAIL H (HEAD) W'MIN•EDGF l' • 2-1/2" MIN. • • • • EMBED SEE NOTE 4 • • • • •' DEliA1L I (JAMB) ••• • • • • ••• • ••••• • • • • • • ••• • • • • •• •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Explratlon Date 12/21/2021 324117: REVISED NOTES TO COMPLY WITH NEW ANCHORAGE. ADDED NOTE 4. W N w ❑o O O r ; > .o.o O N w ��7} _ lh Cn n N OLLO �� 7 =W U U �e IW- Z d w _o r > g "<-- O Z pl O Lu o Lu -i u- � U n ®# Z LLJ FN- O0 w Z ¢ ass o uj a = � asrD �ws ```t„ 115 1 i t /,,rr •` p',1Y LYNN 'r.. .` •• ' �.ceNSF 'kV Z .* : NO.58705 P c l �ATE:�Xt '•'•:20RIDPI •: \�� S' G rrrriS70NAL 0. LYNN MILLER, P.E. PEA 58705 TABLE M imum �' n P ssure, DIP (P s1) r C i Q,erallTyperall Width Night (a66 la66 A G H C, D, E, F I, J, K, L 48" 53-t/W 28 + « 5.0 / -75.0 +75.0 -75.0 +75.0 -75.0 +76.01-75.0 +75.0 .75.0 60" 65' +75.01-75.0 +75.0 -75.0 -75.0175.0 +75.0 75.0 72" 74" +75.0175.0 +75,0-75.0 +75.01-75.0 +75. 1 -76.0 37' 48' 63.116' 36, +75.01-75.0 +TS, t -75.0 +1 175.0 A. / 75.0 +75.01-75.0 +75. / -75.0 80• 88• 75.01-75.0 +7 0 / -75:0 s.0l-75.0 +45.0/ -75.CV 72' + 5.01.76.0 JOM.0 / -75. + - 0 76.01-7 37' + 5 75. +75.0 / -7 .0 ,..-76.01-75.0 +75.0/- 5,0 i 60" +75.0! 5.0 +T5.0 -75.0 B8° 72' 74' MW_T0 +75, / -75.0 +75 / -75.0 +7 .01-76.0 37" 48• 53.118" 4fr +75.01-75.0 +7 .01-75.0 +75.01-75.0 + 5.0 / 45.0 +75.D / 75.0L+75.0 5.0 60' 66• +75.D1-55.05.0 +75.01-75.0 5.0 77 +75.D / -75.0 5.0- .0 5.0 37' Z01 -T5. +75.0 / -75.0 - +75.01-75.0 68" 50.5IB"*75.0/-75,0 +75.0 f 25 +75.0 / -75.0 +75.0 / -75.0 72' 74• t75.0 ! -75.0 +75.0 / 75.0 +75.0 / -75.0 +75.0 f -75.0 37' 48' 531/8' 54' +75.01-T5.0 +75.0 / -75.0 +75.0 / -750 +75.01-75.0 60' 68' +75.0/-75,0 +75.0 / -75.0 +75.01.75.0 +75.0 / 75.0 72' 74' 175,01-75.0 +75.0 / 75.0 .75.01-75.0 1 +75.01-75.0 37' 48' 53-118" Bo' +75.01.75.0 1 +75.01-75.0 +76.01-76.0 1 +75.01-76.0 +75.0 / 76.0 1 +75.01-75.0 BD' 66' +76.0175.0 1 +75.01-75.0 +74.2 / 74.2 1 +75.0 / 75.0 72" 74' +69.0 / 69.6 +75.0 / -75.0 +68.1 / N.1 +75.0 / -76.0 37' 48' 53.18° e3" 1 +76.0 / -75.D +70/ -75.0 +75.01-75.0 +75.0 / -75.0 +75.0 / 45.0 +75.0 / -75.0 60' 68' +75.01-75.0 +75,0 r -75.0 *70.2 I.702 +75.0 / .7500 72' 74" +68.2 1652 +75.0 / .75.0 +63.8163.8 +75.01.75.0 MA Maxim Design Pressure, DP (psf) s I XOX,113.1/3 -113 Overall O�e211 Glass Type Helghf A B, C, G, H. D, E, F. FOR ANCHORAGE SEE SHEET FOR 36' 383/8' 48" 54' Mr 67 TABLE 7: Maximum Design Pressure, DP (psf) XOX,114 -1 /2 -114 L -11 Width C,sMll Height _ Gass Type A, B, G, H C, I D, E, F, J, K, 53-118, 60, 26• +60.0 / -60.0 +80.0 160.0 +60.0 / 60,0 +60.01-MC +75.01- 5.0 +75.01-75.0 74' 84' +60.0160.0 +80.01.60.0 +60.01.60.0 +30.0/ 40.0 +75.01-75.0 +75.01-75.0 96' 1063/8" +Bp.01 goo +60.0 f -60.0 +75.0 / •75A +60,0 f •60.0 +60.0160.0 +60.0160.0 +60.0 / •80.0 +76.01-75.0 +75.0 / -75.0 108, 1i1° +60.0/60.0 +600160.0 +75.0l-75.0 53-118• 6T 36' +60.0 / -80.0 +60.01-60.0 +60.0 / 60.0 +60.0 / -WO +60,0160.0 +60.0160.0 +60.0160.0 +00.0160.0 +60.0 / 80.0 +60.0160.0 +60.016D.0 +60.0 / 60.0 +611016a0 +60.0 / .60.0 +60,0/ 60.0 +00.01-80.0 +T5.0 7 -T5.0 +75.01 76.0 +75.0/.75.0. +76.01-75.0 +75.0 / -76.0 +75.0 / -75.0 +75.0 ! -75.0 +75,0 / -75A 74' 84' 98' 1D530 108" 111 ° 6 AIr BD' 3"r +6101.60.0 +6a0160.0 +75,0 / -75.0 +60,01.80.0 +60.0/60.0 +60.0 / 60.0 -60.0160.0 +60.0 / 60.0 +80.0 / 60.0 +60.0 / W.0 +80.0/60.0 -Sao 160,0 +60.0 / -80.0 +60.0160.0 +50.016D.0 +50.0160.0 +60.0 / 60.0 +75.0 / -75.0 +75.01.75.0 +75.0 / -75.0 +75.0 / -75.0 +75.01-75.0 +75.0 / -75.0 +75.01-75.0 7V 84" 96" 1061vir 108' t 11' 53.18" so' 48• +60.01.60.0 +60.016D.0 +76.0 / 45.0 +60.0160.0 +60.0 / 60.0 +75.01-76.0 '14' E4' +60.0 / 60.0 +80.0 ! 60.0 +60.01.6040 +60.0160.0 +75.01-75.0 +75.01-76.0 86' 1083/6• 106' 111• +SQ.Q 160.0 +Bp.O / 6Q0 +60 0 f 60.0 +60.0160.0 +75.0 / 46b +75.01-75.0 +BD D / 60.0 +60.0160.0 +6401.60.0 .60.0140.0 +75.0/-75.0 +75.01.76.0 53-118, 60• SO4/8' +60.0160.0 +00.0 / 60.0 +60.01-00.0 480.01-00.0 +80.0 / 60.0 +60.0160.0 +75.0/-75.0 +75.01-75.0 +760 / -75.0 74" 84' +60.0 / -80.0 +60.0 / 60.0 +75.01-75.0 96" 10B3/8• i08' 111, +60.01.60.0 +60.0 / 60,0 +60.0160.g +60,0 / W.0 +60.0 f 60.0 +60.0 -60.0 +75.01-75.0 +75.0 / -75.0 +75.0 / -75.0 +60.01.80.0 +60.01610 +75.0 / -76.0 S3-1/8' 60' +80.0160.0 -01D I60,0 +75.0/-75.0 +00.0l 60.0 +30.0 ! 60.0 +00.0160.0 +50.0160,0 -60.0160.0 +MO / 60.0 +75.0/ 75.0 +76.0 / -75.0 11 +76.0 / -75.0 44• 84' 9e 108318" 108' 111" +00.01-Mo +60.0 / 60.0 +50.0 / 60.0 +8ao 160.0 +75.0 / -75.0 +75.0 / -75.0 +60.01.640 +80.0 / 60.0 +75.0 / -75.0 +59.5 / 49.5 +60.01-80.0 +75.01-75.0 53.118, 60• 60„ +80.01-80.0 +60.01-W.0 +75,0 / -75.D +80.0/60.0 +60.0 / -00.0 +60.0160.0 -00.01-80.0 +75A f -75.0 +75.01.75.0 74" 84" +60.0 780.o +68.8 / 58.8 +60.0 / 60.0 +60.0 / 60.0 +75.0 / -75.0 +75.0 / -76.0 98' 1068f8' 1o8• 111" +5621 552 +60.01-00.0 +75.0 / -75.0 +54.5164.0 +53.6 / 43.6 +60.01-80.0 +60.01.640 +75.01-75.0 +75,0 / -75.0 53-1/6• 60' 63, +Sao / -00.0 +80.0 / 60.a +TM0 / -75.D .0 +60.0 ! 60.0 +75.0 / •75.0 74• B4• 0 +BU.016a.o +75.0l -75.0 .a+60.0 / 60.0 +75.0f.75,0 96' 108' t 11' 2 N+52 +640 / 60.0 +7.0!-75.01083/6" 3 +640 / 60.0 +75.0/ -75.0 7 +60.0160.o +75.0 f-75.0 9 +75.01.75.0 FOR ANCHORAGE SEE SHEET 11. A.5/16 LAM I-(1/8"A,.090"PVB ,1/8"A) B. 5P_6' LAMI -( A,.090" PVB, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) E. 7116" LAMI - (3/16" A,.090" PVB, 3116" HS) F. 7/16" LAMI-(3/16" HS,.090" PVB, 3/16" HS) G. 13/16" LAMI IG - 1/B" OR 3/16-A (MIN.), 5/16.OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/W A) H. 13116" LAMI IG - 1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/6" A,.090" PVB, 118" HS) 1. 13116" LAMI IG - 1/8" OR 3116" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS) J. 13116" LAMI IG - 1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090" PVB, 3/16" A) K. 13/16" LAMI IG -118" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" A.090" PVB, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" HS,.090" PVB, 3/16" HS) R•u*9 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINPbW IR TABLE. • • • • • • 2) OVERALLFk AN6I DINtNO0 y� OWN. FOR FIN WIt�p7VS� jIJBTRAOIi 16FROM•.TABLE go DIMENSIONS. ♦• 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 Fr, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH ZW6DP AND jANCHgR QUANTITY REMAIN •[JNC HAI AGED. • • • • • • .0. • • • • • • • • 41) SEE &As?TYPE PEVF%PTIONS ON SWEEaT 2. • • • • • ... • _ • • ♦ ♦goo 0 • • { PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miam a Product Control 3/24/17: UPDATED TABLE W O � = > 2 C'4 U) �M a w r`7 O } ram,• d U) o wo O v. m 87 D) cal .J Z LL �12 W a m U W o a U Z w2m °� ~w-4 o` Q a --D aw O OZm Q% W O LL. O O � 0)Uj laous ® J ~ M $ Z V) N 1n LU Z Ws LL o a O = Z � O j a o ,ac -wo LYNV ND. 58705 tSATNEV : • (f/. A L A AIILILER, PE. REX 58705 TABL 8_ Anchor Qua with Glass Ty l XO orOX G, H & 1 Cnelal h jai Fie ri: MOW G=pA Andto: G:ro;1p clla Gmtp c Bead & SI Jb fwd & Si! Jamb • ;+Q+1 1+C2+1 2 C2+1 2 46" 531/8" 1+ +1 2 1+C2+1 2 1+C2+1 2 1+Q+1 2 1+C2+1 2 Bp' 1+C2+1 2 1+Q+1 2 i+CZ+1 2 56• 1+(2+1 2 1+Q+1 2 ,+C2+1 2 77 C2+2 2 1+(2+1 2 1+C2+1 2 74" +2 2JC2+1 2 1+C2+1 2 3r 36, 1 +! 2 2 1+(2N 1 2 46" 53'i/f3• i+ 1 21 2 1+Q+1 2 1+C+ 2.: _ 2 +.+C2+1 2 6P 1+Q+1 2 2 x«C2+1 2 56" 1+*G'+1 22 1+C2+1 2 72" 2+ 2+2 2 1+C2+1 2 2+Q+2 22 1+C2+1 2 : +C%2+1 2 2 1-C2+1 2 53.11W 1+=+1 2 2 1+C2+1 2 55" 1+Q+1 22 1+C2+1 2 1+Q+1 2 2 1+(2+1 2 72' 74' 2+C2+2 2 2 1+C2+1 2 2+3+2 2 1+Q+1 2 1+C2+1 2 37" 46" 1+C2+1 37 1+Q+1 3 S+C2+1 3 4W 531/8" 1+f2+1 3 1+C2+1 3 1+C2+1 3 1+t2+1 3 1+Q+1 3 1+(2+1 3 60' BB" ^+Ct+1 3 1+Q+1 3 1+C2+1 3 1+2+1 3 1+Q+1 3 1+C2+! 9 72" 2+Q+2 3 1+CZ+? 3 S+D2+1 2+C2+2 3 1 3 3r 53i1 50S/6" 1+(2+1 3 1+Q+1 3 S+C2«1 3 1+Q+1 3 +1 _ 3 S+C1+1 3 1+Q+1 3 1 1+C2+1 3 1+C2+1 3 1+Q+1 3 1+C2+1 3 Bd' 77, 1+C3+1 3 1+Q+1 It 1+Q+1 3 2+•�+2. 3 1+(2+1 3 .+CZ+1 1 3 74" 2+C3+2 3 1+Q+1 3 1+CA1 3 37" S1" 1+C2+1, 3 1+CZ*1' 3 1+C2+1 3 4r 53-VW 1tQ+1 3 1+Q+1 3 1 1+C2+1 3 1+S20 3 1+Q+1 3 1+(2+1 3 i11r' W. 1+C1+1. 3 1+Q+! - 3 ,+C2+1 3 1+C3+1 3 1H2+1 3 +C2+1 3 77 2+C1+2 3 1+C2+1 3 Cht 3 TV 2+C1+2 3 t+C2+1 3 1 C2+t 3 3r 80' 1+C2+1 3 1+t2+", 3 }" ir+1 3 46' 1+C3+1 3 1+122+1 3 1+, 1 3 1<3+1 3 1+Q+1 3 1+ 1 3 1+(:d+l 3 1+Q+1. 3 1+ 1 3 t+C3+1 3 1-CZ-1 3 1+ 1 3 fl 2+C3 2 3 1+C2+1 3 1+ 1 3 2+ 3+2 3 i+Q+1 3 1+ 1 3 3r 4&' 53-VT 63' 1+f2+1 3 1+(2+1 3 1+ 1 3 1+C3+1 3 1+C -1 3 1+ 1 3 1+C3+1 3 1+t2+1 3 1+ 1 3 110" 1K3+1: 3 1+C1+1 3 1+ 1 3 65' 1+C1+1 3 1+Q+1 3 1+ 1 3 77 74" 2+C3+2 3 1+Q+1 3 1+Q 1 3 2+63+2 3 1+Q*1 3 1+ 1 3 1i TAR] P: 0 Anchor Quantities, XO or OX with Glass Types 0, E, F, J, K & L O^arelf Width C.eraP Heigfu Armhor Cro�.p A Arrolwr Group 6 Archar Group C 40111 & Sill Jamb Haad & Slf Jamb Haad & S11 Jamb 37' 26• 1+C2+1 2 1+02+1 2 1+C2+1 2 45' 53-1/6' 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 60' 1+C2+1 2 1+02+1 2 1+C2+1 2 6t3` 1+C2+1 2 1+C2+ 1+C2+1 2 72' 2+C2+2 2 1+C2+1 2 74' 2+C2+2 2 1+02+1 2 37' 36' 1+02+1 2 1+C2+1 2 4W 531/6' 1+C2+1 2 11+g+E 1+C2+1 2 1+C2+1 2 1+C2+1 2 60' 1-=+1 2 1+G2+1 2 f+C2+1 2 1+C2+f 2 72` 2+C1+2 2 1+C2+1 2 1+C2+1 2 74' 2+C2+2 2 1+C2+1 2 1+C2+1 2 3r 33 W 1+G2+1 2 1+C2+1 2 f+C2+1 2 4W 53.1/5" 1+C2+1 2 1+C2+1 2 1+C2+1 2 i+C2+1 2 I+C2+1 2 1+02+1 2 60' 1+C2+1 2 1+CZ+1 2 1+C2+1 2 66" 1+C2+1 2 }+C2+1 2 1+C2+1 2 72• 2+C2+2 2 1+C2+1 2 1+C2+1 2 70 2+C2+2 2 1+CZ+t 2 1+02+1 2 37" 1 41r 1+C2+1 3 1+C2+1 3 1+02+1 3 46• 53.1/6` i+C2N 3 1+Q+1 3 1+C2+1 3 S+C2+1 3 1+C2+1 3 1+C2+1 3 60' l+C2+1 3 J+C2+1 3 1+C2+1 3 66" 72' 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+Q+2 3 1+G2+1 3 1+C2+1 3 7C 2+C2+2 3 1+C2+1 3 1+C2+1 3 3r 46' 1+C2+1 3 1 1+C2+1 3 1+C2+f 3 1+C2+1 3 1+C2+1 S 1 1+02+1 1 3 3 1+C2+1 3 1+C2+160-n. 1+C2+1 3 f+C2+1 3 1+C2+1 3 1'11+C2+1 1+C3+1 3 t+C2+1 3 1+C2+1 92+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 I+C2+1 3 1+C2+1 3 37• 4W 53.1v 54' 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 1 3 1+C2+1 3 1+02+1 9 1+C2+1 3 1+C2+1 3 60' 1+C3+1 3 1+C2+1 3 1 1+C2+1 3 W. 1+c3+1 3 1+C2+1 3 1+C2+1 3 72' 2+C3+2 3 f+C2+1 3 1+C2+1 3 74" 2+C3+2 3 1+CZ+1 3 1+C2+1 3 3r 60' 1+C2+1 3 1+C2+1 3 1+C2+1 3 46' 53.1/8' 1+C3+1 3 1+C211 3 1+122+1 3 1+C3+1 3 1+C2+1 3 1+C2+t 3 !W" 6(1' 1+C3+1 3 1+C2+1 3 1+C2+1 3 i+C3+1 3 I+C2+1 3 1+C2+1 3 72' 2+C3+2 3 1+C2+1 3 1+G2+1 3 7'. 2+C3+2 3 f+C2+1 3 1+G2+1 3 3r 46• 53•f!3' 6r 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C3+1 3 1+02+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 60' 1+03+1 3 1+G2+1 3 1+C2+1 3 7r 1+C3+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 f+C1+1 3 74' 2+C3+2 3 1+C2+1 1 3 f+C2+1 3 TABLE KEY- O X 1+C2+1 3 —�—ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES t� A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 18 3/4" MAX. —�-� F-4" MtN., 10-1/2" MAX. 9" MAX. X O I4 MTG. RAiL EXAMPLE CLUSTER W! QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE, 18 3/4" MAX. FROM CORNERS. JAMBS: W MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 2) FOR W6NDQ)W PIZ�S NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. • . • • • . . • • • •�"'' • 3) OVElcryr.L FIJ%4Gyp DIERSION919MWN•FOR FIN WINDC*fS, _-"'&RAC= ft1%TIBL. SIZE DIMENSIONS. we 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BQI%THt� AND ARCHORsQUANTITY•REMV UMCHI4NG D. • • • • • • • • • • • • • • • 5) S t GL.3 t TYPE D11;3APZiONS SHE T �. •• • •.. - • ••• • • • • • • :so.: 0 ••• • 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 3P24/17: UPDATED TABLE & ELEVATION. 1yI r� 2 o o O O a �.a N ? OCn fY r CO rq Zu W a UUon z U 4e LLI CD ®� I- d, uwf+a tw j at Z K `_ J O LL O � O m ® a Q Iaa118 • Z N O Z 0 O C3 U Z X sm 5fU •Qtp * No.58705 �0,�'•, ST TEO ' .� Gt� ''7 /7If1 it 11\\ A. LYNN MILLFUt, P.E. P.E.# 56705 TABLE 10: Anchor Quantities, XOX, 113 -1/3 -1/3 with Glass Types A, B, C. 6, H & 1 Uorall Width Cwrail Height Anchor Cdoup A Anchor Group B Anclxr Group C tiaed & SW Jomb Heed & Sill Jamb Flaed & &fl Amb 4r 511/r 20-' 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 i+C2+1+C2+1 2 80" t+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 65' 74' 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 1+C2+1+C2+1 2 84• 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 W7/18' 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 4r 511/r 38' 1+C2+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+1+C2+1 2 67 1+C2+1+CZ+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 W 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 74• 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 .+C2+1+C2+1 2 84' 86.7/18• 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+CZ+1+C2+1 2 48" 53118" 38.3/8' 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 80' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 2 W 74• 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 88-7/181 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 1+02+1+132+1 2 4r 511/91 4r 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 UP 8r 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+umo 1 1+CZ+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 70 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84• WNW* 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2N+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 4r 511/r SDW 1+C2+1+02+1 3 1+C2+1+CZ+t 3 1«02+1*C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 9 W 1+C2+1+C2+1 3 1+C2+1+C2+t 3 1+C2+1+C2+1 3 88• 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' 1+CZ+t+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 M. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 W.r/18" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2*1 3 49' 51'Ur 54. 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1*C2+1 3 1+CZ+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 87 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 8r 1+C2+1+C2+1 9 1+02+1+02+1 3 1+C2+1+C2+1 3 74' 1+C2+1+CZ+1 3 1+C2+1+C1+1 3 1+C2+1+C2+1 3 W 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 884/16* 1+C2+1+C2+1 3 t+C2+1+CZ+1 3 1+C2+1+C2+1 3 4r 511/8' 8C1' 1+C2+1+C2+i 3 1+02+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+02+1 3 eC 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2N 3 88' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 2"'El 1+C2+1+C2+t 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1*C2+t+C2+1 3 1«C2+1+C2+1 9 4r 511/81 I 8r 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+CZ+NC2+1 3 SD' W 29C 1+[2+7 3 HC2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 9 1+C2+1+C2*1 3 1+C2+1+C2+1 3 74' 1+C2+t+C2+1 3 1+C2+1+q+1 3 1+C2+1+C2+1 3 88.7/16' +1+C2+1 9 1 1+C2+1+C2+1 3 1+C2+1- 2+1 3 1+C3+1+C3+1 3 1 1+C2+1+C1+1 1 3 1+C2+1+C2+1 3 TABLE 11: Anchor Quantities, XOX,113 -1/3 -1/3 with Glass Types 0, E, F, J, K & L 0-11 Width C.eralt Helght Anchor G=p A I Anchor G. P 13 I Anchor Grwp C Head & Sill Jamb Need & Sill 1—bi Head & Sill Jamb 1. 53-W 26• 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+CZ+1+C2+1 2 1+CZ+1+C2+1 2 W 66, 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 Z 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1. i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1. 1+02+1+02+1 2 1+C2+1*C2+1 2 1+C2+1+02+1 2 88-7n6' 1+01+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48' 53-1181 3r t+C2+1+C2+1 2 1+C2+1+C2+1 2 i+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 80' i+C2+1+CZ+1 2 1+C2+tK2+i 2 1+C2+1+C2+1 2 1. 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 TV 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 84' 1+C2+1+02+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 88.7/1r 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2 {8' 53-1/r 3831V 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+12+1 2 1+C2+1+C2+1 2 1+02+1+CZ+1 2 67 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 W 1+C2+t+C2+i 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74' 1+C2+1+(2«7 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84• 88.711r 1+G2+1«C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 a 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+i+C2+1 2 46- 53.1/8' 48' 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+02+1 3 6W Br 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+t+G2+1 3 74' 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 W711C 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48• 53-118' W-5/r 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 t+C2+1+C2+1 $ er 1+C2+1+C2+1 3 1+C2+1+CZ+t 3 1+CZ+1+C2+1 3 W 1+C2+1+C2+1 3 1+C2+1+G2+1 3 1+CZ+1+C2+1 3 74' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 84' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 8&7/1r 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 4r 53-1/8' 54' 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 88' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 W 1+C2+1♦C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 84• 1*C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 88.711r 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 4r 511A- 8t7 s 1+[2+1+C2+1 3 1*CZ*1+t2+1 3 C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 ed.C2+1 3 1*C2+1+C2+1 3 1+C2+1+C2+1 3 W. C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 74'C3+1 B4•C3+t K1*r2+1+C2+�1CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 i+C2+1+C2+1 3 1+C2+t+C2+1 3 W7/1rC3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 4r 511/r 83' 2+1 3 1+C2+1+C2+1 3 1+C2+1+Cd+1 3 C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 tM' 88' i+C2+1+12*t 3 1+102+1+102+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2a1+C2+1 3 i+C2+1+C2+1 3 74' 1+p+t+q+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 64' 1+.+t++t C3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 88.7/1r 1+C3+1+C3+1 9 1+C2+1+02+1 3 1+C2+1+02+1 3 TABLE KEY: X O X 1+C3+1+C3+1 3 -+—ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. { F —4" MIN., 1 D-1/2" MAX. 9" MAX' X O X 1 — _ MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4' MAX. FROM CORNERS. JAMBS: V MAX. FROM CORNERS AND 22 112" MAX. D.C. 2) FQ%WIb QQW�S IZ�S NOT SHOWN, GO TO NEXT LARGER WIDOW IN Ti1Bl. • • • is • • • 3) O16RALL•"G DI ENBIOWCHOWN. FOR FIN WfN&OW%4BWB E T 1" 04T&LE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS Y1 PES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. •BCTH IE DP ANMANCHOR QUANTITY REWAIN •�NCHAlIGED. i i i• i i • S)%EE GLASS T1 ;DE!6 RIPTIOI` ON $4•1ECT 2. ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date,12/2112021 3/24/17: UPDATED TABLE & ELEVATION. > O a 55tY = ' 0'C w > C' cPC O U o iU C'4 0 M N 7 zU- °m o C/) W UU. ®e F U 2e LLI Z i'< W d u•uo a O ^ n r b Z _ 8 W �—, O M tl O o C b J c� Z N X Z r` 0 LL O Q 2 1 C7 U Q ¢ _ ter. �.ea 4•r+oe 1711111t QNY.LYNIV K 0XI"'.�: ATE .• �/. C? / ./�//S,t7'0NAL Vtl 1' f111 .A. LYNN MILLER, P.E. P.E# 58705 TABLE 12: An cho r Quandties, XOX, 114 - V2 -1/4 with Glass Types A, B, C, G. H & I CTorall Width 01em3 Hai*d Anchor Grail A I A•r W Gmup B Anchor Group C Heed & 6111 Jamb head B Bill Jemb Head & 9:11 Jamb 53-V6' BD" 2e,1-C2+2+¢+1 1+ +i+C2+1 2 1+C2+1+C2+1 2 1+C2-1-¢+1 2 1+C2+HC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74" s4' 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+¢+1 2 2 1+02+I+¢+1 2 1+C2+1+¢+1 2 98• 1oa3B• 109' 111` 1+CZ+2+¢+1 2 1+Q2+1+C2+1 2 1+C2+1+C2+1 2 1+¢+2+¢+1 2 1M21+C2+1 2 1+C2+1+02+1 2 1+¢+2+C2+1 2 1+C2+1+¢+1 2 1+C2+1+¢+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+¢+1+C2+1 2 53-i/6• aw 98` 1+C2+1+C2+1 2 1+02+1+¢+i 2 1+C2+1+¢+1 2 1+C20+¢+1 2 i+C2+1+02+1 2 /+¢+1+¢+1 2 S4• 1+¢+1+C2+1 2 1+C20-C2+1 2 1+¢+2+C2+1 2 1+¢+1+¢+1 2 1+C2+1+¢-1 2 96" 1083C8' 108' 171" 1*(2+2+C2r1 2 t+C2+1+¢N 2 t+¢+1+C2+1 2 1+C2+2+¢ +1 2 1+C2+2+¢+1 2 1+¢+1+¢+1 2 t+C2+2+¢+1 2 1+¢+2+C2+1 2 i+¢+1+C2+1 2 1+02+2+¢+1 2 1+02+2+C2+1 2 1+C2+1+C2+1 2 63-1/3• �,6, 1+¢-1+¢+1 2 1+C2+1+C2+1 2 1+¢+1+C2-1 2 1+¢+1+¢+1 2 1+¢-1+C2+1 2 1+¢+1+C2+1 2 1+C2-1+C2-1 2 1+¢+1+C2+1 2 1+¢+1+C2+1 2 1+C2-2+C2+1 2 I+¢+7K2+i 2 1+¢-1+¢+1 2 M 1-C2+2+C2+1 2 1+¢+1+C2+1 2 1+C2+1+C2+1 2 1+¢+2+C2+1 2 1+¢+2+¢+1 2 t+¢+1+¢+1 2 1+C2+2+¢+1 2 1+C2+2+ 2+1 2 i+C2+1+¢+1 2 1-¢+2+C2+1 2 1+C2+2+C2+1 2 1+G2+1+¢+I 2 53-11a• 48' i+¢+1+02+1 3 1+C2+1+G2+1 3 I-C20+¢+1 3 aB• 7V $4. 1. 1083'6" 106• III, 1+C2+1+C2+1 3 i+CZ0+C2+1 3 1+C2-1+C211 3 1+¢+1+¢+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+t 3 1+02+2+C2+1 3 1+¢+I+C2+1 3 1+¢+1+¢+1 3 I+¢+2+¢+1 3 i+CL 2+¢+1 3 1+¢+1+¢+1 3 1+¢+3+¢+1 3 i+C2+2+CZ+i 3 4+¢1I+¢+1 3 I+C2+3+¢+1 3 1+¢+2+C2+1 3 t+C2+1+C2+1 3 1a¢+3 02+1 3 I+¢+2+C2+1 3 1+C2+1+C2+1 3 53-118' 80' 5056• 1+C2+1+¢+1 3 1+¢+1+C2+1 3 1+C20+C2+t 3 1+C2+1+C2+1 3 1+¢+1+C2+1 3 /+¢+1+C2+1 3 1. 1. 1+C2+1+C2+1 3 1+¢+1+C2+1 3 i+¢+1-¢0 3 1+C2+2+C2+1 3 i+C2+1+CZ+1 3 1+¢+1+¢+1 3 9s' 10a81a" 108' 111' 1+C2+2+¢+1 3 I+¢+2+C2+1 3 1+C2+1+¢+1 3 1+C2+3+C2+1 3 1+C2+2+¢+1 3 1+¢+1+C2+1 3 1+¢+3+¢+1 3 1+¢+2+¢+1 3 1+¢+1+¢+1 3 1+C2+3+C2+1 3 1+C2+2+C1+1 3 1+¢+2+¢+1 3 53-Vr 80• 74' 94' W 106318' 108' Ill, SV I+¢+1+C2+1 3 1+C2N+¢+1 3 1+C2+1+¢+1 3 1+C2+1+C2+1 3 1+C2-,+C2+1 3 1+¢+I+¢+1 3 t+C2+1+C2+1 3 1- 2+1+C2+t 3 1+¢+1+C2+1 3 i+C2+2+C.2-1 3 1+¢+1+C2+t 3 1+C2+1+C2+1 3 I+C2+2+¢+1 3 1+C3+2+C2+1 3 1+¢+1+¢+1 3 1+C2+3+C2+1 3 1+¢+2-C2+1 3 1+¢H+¢+1 3 1+C2+3+C2+1 3 1+¢+2+C2+1 3 1+C2+1+¢+1 3 I+C2+3+C2-1 3 1-¢+2+¢+1 3 1+C2+2+¢-1 3 63.7l6" 60" 74• 84' ee• 1+¢+1+¢+1 3 1+¢+1+C2+1 3 t+¢♦I+C2+1 3 1+C2+1+C2-1 3 1+02+1+C2+1 3 I-C2-1+ 2+1 3 1+¢+1+¢+1 3 I+ 2+1+¢-1 3 I+C2+1+¢+1 3 1+C2+2+02-1 3 1+¢-1+¢+1 3 i+C2-1+¢+1 3 or 108.31s' toil' Ill, 1+C3+2+03+1 3 t+CZ+2+C2+1 3 1+=+i+C2+1 3 1+C3+3+C2+1 3 1+¢+2+C2+1 3 i+C2+1+¢+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 i-¢+I+¢+I 3 1+C3+3+C3+1 3 t+C2-2+2+7 3 i-¢+2+C2+1 3 63-1/3' or I+¢+1+¢+1 3 1+G2N+C2+1 3 1+C2+1+¢+1 3 1+¢+1+C2+1 3 1+C2+1-=+l 3 1+C2HN2-1 3 g74 i-C2+1+¢+1 3 1+¢+1+CZ+1 3 1+¢+1+¢+I 3 1+C3+2+C8+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 13¢+2+¢+13+1 3 1+C3+3+C3+/ 3 1+C1-2+¢-1 3 1+¢N+CZ+i 3 i+C3+3+C3+1 3 1+C2+2+C2+1 3 t+C2+1+C7+1 3 i+C3+3+C3+t1 7 1 1+C2+2+C2+1 3 1 1+C2+2-QM 3 TABLE 13: Anchor Quanttdes, XOX, 114 -1/2 -114 with Giass Types D, E, F, J, K & L O.vrall width Oeerall He®ht A-K. G, A. Anchor Group B A.ha G1oep C Heed & sill Jamb Nees & 8111 Jemh Head & SO Jamb V 60' +¢+ + +1 2 1+C2+1+C2+1 2 + i+C2+1+C2+1 2 1-C2+1+C2+1 2 1+C2+1.C2.1 T4' 84• 1+C2+2+02+1 2 1+4Z2+1+C2+1 2 1+C2+1+¢+1 2 1+C2+2+C2+1 2 1+C2+1+¢+1 2 1+C2+1+ 2+1 2 W28 10e..W 1+C2+2-E +1 2 1+¢+2+¢-1 2 1+C2+1+¢+1 2 I+C2+2+¢+1 2 1+¢+2+¢+1 2 i+C2+1+C+1 2 08 1" ill- 1-C2+2-¢+1 2 1+C2+2+¢ +1 2 i+C2-1++1 C2 2 1+C2+2+¢+1 2 1+¢+2+¢+1 2 1+CW+C2+1 2 53-1/8• srr 3B 1+¢+1+¢+1 2 1+¢+1+¢+1 2 1+C2.1+C20 2 +CZ+I+C2+1 2 1+C2+1+¢+1 2 1+02+1+C2+1 2 74' W7+C2+2+C2+1 1+¢+2+G2+1 2 1+C2+1+¢+1 2 i+C2+1+02+1 2 2 i+¢+1+¢+1 2 1+¢+1+G2+1 2 sa 1004W 108" ill, I+¢+2-C2+1 2 1+C2.2+¢+1 2 1+C2+1+C2+1 2 1+CZ+3+C2+1 2 1+¢+2+C2+1 2 1+C2+2+C2+1 2 1+¢+3+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 7+C2+3+¢+1 2 1+¢+2+¢-1 2 1+C2+2♦C2+1 2 63-1f8' BP 383/a• 1+C2+1K2+1 2 1+¢+1+CZ-1 2 1+C2+1+02+i 2 1+C2+1+C2+1 2 1+CZ+1+C2-1 2 1-C2+i+C2+1 2 74" se 1+C2+2+C2+1 2 1+CZ+1+¢+1 2 1+C2+1+C2+1 2 1+C2+2+CL+1 2 1-¢+1+C2+1 2 1+¢+1+C2+1 2 98' 1063/8' IW Ill, I+C2+2+C2+1 2 /-C2+2♦¢+1 2 1+¢+1+¢+1 2 1+¢+3+C2+1 2 1+C2+2+¢+1 2 1+C2+2+C2+1 2 1+C2+3+C2-1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+¢+1 2 1+C2+2+¢+1 2 1 1+C2+2+¢+1 2 63-i18' 80' 4s. i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+¢+1+C2+1 3 1-CZ+1+¢+1 3 1+C2+1+¢+1 3 7V 64' i+C2+2+C2+1 3 1+¢+1+0+1 3 I+C2+1+C2+1 3 I+C2+2-C2+1 3 1+C2+1+C2+1 3 1+C2+1+¢+1 3 96' 106318' i17B' 117' 1+¢+3+C2+1 3 1+C2+2+CZ+1 3 1+¢+1+¢+1 3 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+¢+2+¢+1 3 i+C2+3+¢-1 3 i+¢+2+C2+1 3 i+¢+2+¢+1 3 i+ 2+3+C2+1 3 1+C2+2+¢-1 3 1+¢+2+02+1 3 53-1/8• 87 7+C2+1+02-1 3 1+¢+1+¢+1 3 1+¢M+¢+1 3 1+C2+1+¢+1 3 1+02+1+¢+1 3 1-Q+1+02+1 3 74• s4' 1+C2+2+C2+1 3 1+C2+1+¢H 3 /-C2+i+C2+1 3 1+C2+2+¢+1 3 1+¢+1+C2-1 3 1+C2+1+C2+1 3 9r tOlt3/8' 106' Ill, 1+02+3+¢+1 3 1+¢+2+C2+1 3 1+¢+1+C2ry 3 1+C3+3.C3+1 3 I+C2+2+C2+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 1+C2+2+¢+1 3 1+¢+2+¢+1 3 1+C3+3+C3+1 3 I+¢+2+C2+1 3 1-¢+2+CW 3 63-vr BT �• I+C2+1+C2+1 3 1+C2a1+C1+1 1-¢h-¢+1 3 1-CZ I+C2+1 3 I+C2+1+C2+1 _3 3 1+CZ+1+¢+1 3 1. aw 1+C1+2+C2+1 3 I*C2+1+C2+1 3 1+¢H+C2+1 3 I+C3+2+C3+1 3 1+¢+1+C2+1 3 t+¢+1+¢+1 3 a6' 10"8' low Ill, 1+03+3+C3+1 3 I+C2+2+C2+1 3 1+¢+1+¢+1 3 1+C3+3+C3+1 3 1+¢+2+¢+1 3 1-¢+2+¢+1 3 /+c3+3+C3+1 3 I+C2-2-¢+1 3 1+¢+2+¢+1 3 i-C3+3+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 53-Vr aP 74' sm 1-C2+1+¢+1 3 1+42+1+C2+1 3 I+CZ+1+¢+1 3 I+C2+1+C2+1 3 1+C2+1+¢+1 3 1+C2+1-0+1 3 i-C3+2+C3+1 3 1+¢+1+¢+1 3 I-C2+1+C2+1 3 a,r 9a' 10a5/9" I Ill" 1+C3+2+C3+1 3 1+C2+1+¢+1 3 1+CZ+I+CZ+1 3 1-C3+3+C3+1 i 3 1+C2+2+02a1 3 I+C2+1+¢+1 3 I+C3+3+C3441 3 I+ 2+2-C2+1 3 1+C2+2+¢+1 3 I+C3+3+C3+1 3 I+C2+2+C2+i 3 I+C2+2+¢+1 3 I+C3+3-C2+1 3 UC2+2+¢+1 3 1+C2+2-¢+1 3 53-1/8' Sm 67 1+C2+1+C2+1 3 1-¢+I+Q2 l 3 1+C2+1+C2+1 3 1+C3+1+C2-1 3 1a¢+1+C2+1 3 I+C2+1+C2+1 3 74' se I+C3+2+03+/ 3 i+C2+1+¢+1 3 1+¢+1+¢+1 3 1+C3+2+C3+1 3 i+C2+1+C2+1 3 IaC2+4+¢+1 3 W Wa318' to6' I+C3+3+C3+1 3 1+C2+2-C2+1 3 1+C2H-Q+1 3 1+C3+3+0-1 3 1+C2+2+G2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 I+C2+2+C2+1 3 111' 1+C3+3+C3+1 3 1+C2+2+¢+1 3 1-¢+2+¢+1 3 TABLE KEY: X O X 1+C2+2+C2+1 3 —ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. —�-{ F ►-4" MIN., 10-12' MAX. 9" Mj}�X.A' X. X O X — — X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 112" MAX. O.C. 2) FOR WIId QQ4% j1JES NOT SHOWN, GO TO NEXT LARGER WINDOV:IN TABL • 0 • • • 0 0 • • • 3) OVERALEL•FLA * CIM•�• SIONS SHOWN. FOR FIN WINDOWS, SUMT"CT 1i iiR0%?ABLE.IZE.DIIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPE G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOT�i dE d AND ANCi'IOR QUANTITY Rr&MAIN • UNONAIdGE4 • • • • • • • • • • ••• • • • • 5) S9:8LASy TYPE DjSORIp•TKiNS QNeAEE1C2 • • • gois • • • • • ••• • • • ••• • •• • • • •• •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miami-0ad roduct Control 3l24177: UPDATED TABLE & ELEVATION. W z m a = > N 16 0 } (� CV (L/ O 14eD a A v, N Z LL. tpD i W V r, LLf F Q W�Vco ® uwp exaG W u J O N O ro J laaCla 00 O N X Z 0 2 CY K Z n' 2 Q Q 4(el �O i11111 I114/ ` �a`�ONY LYNN'�.,, �•. t,10ENSF' STATE 0 AL 1ENG��` A. LYNN MILLER, P.E. P.E#58705 M IAM I -DADS DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION _fir CE-OF ACCEPTANCE (NOA PGT Industries, 1.070 Technology Drive North Venice. FL342-;; MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Cov/economy ,)COPE: 0900 This NOA is being issued under the applicable rules and regulations governing the use 6 f •ggMtructjo 1 • • • materials. The documentation submitted has been reviewed and accepted by Nli'xni-)ade Gounty RER - • • Product Control Section to be used in Miami Dade County and other areas whefcArowed by-ee-Authoirity.% 1-laving Jurisdiction (AHJ). • .... ...... This NOA shall not be valid after the expiration date stated below. The Mitt Ti bade GWIN Product • .... ... .... . Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Ml�;Vade Con%Ty) rese la the right to have this product or material tested for quality assurance purposes, if 4A prodi1gt• o: mated "al * G • fails to perform in the accepted manner, the manufacturer will incur the expense of"pek testing and the AHJ. • may immediately revoke, modify, or suspend the use of such product or material within tlF ��x�isdicti ,.:. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dlde.aunty Product Control • Section that this product or material fails to meet the requirements of the applicable buiiding • This product is approved as des 1}Pr?nd has been desi ed to com ly with the Flarica Building --- ----- Code, including the e rxR e�e.- DESCRIPYAO-9I: Series "CA-740" Outswing Aluminum Casement APPROVAL DOCUMENT: Drawing No. MD-rt ed "Casement Window Details - LM & SM", sheets 1 u ". n �? ,-da��, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT G: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the cturer's name or logo, city, state, model/series, and follow' statement: "Mi ounty Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 1.6-0629.21 and consists of this page 1 and evidence pages E-1 and l`. -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.14 roval n Date: April 11, 2023 q y�� 1 (Ape: September 14, 2017 f Pa PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through l I of 11, dated 08/08/12, with revision C dated 05/25/17, rigned and sealed by Anthony Lynn Miller, P.E. ...... .. .. ...... B. TESTS ...:.. • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading,per 4BC, TAS 202-94' • • •; 2) Large Missile Impact Test per FBC, TAS 207' 94 • •' • • • • • • 3) Cyclic Wind Pressure Loading per FBC, T:4k:b3-94• •'*:' • * along with marked -up drawings and installation diagram of a -RUC& sliding glass door,, • a PVC fixed window and an aluminum sliding glass door, using: Kodisp��;4SG spacer system, Duraseale spacer system, Super Spacer® NX;TM4pacer system and s••; EdgeTM spacer system at insulated glass, prepared by Fenestration•Testifi&1, boratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.21) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-1218.09) C. CALCU 1. chor verification c culations and structural analysis, complying t'h FBC 61111 Edition (2017), dated 6/09/17, prepared by manufacturer, signed ands d b Anthony Lynn Mill , P.E. 2\,_ Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). uel xam nero NOA .14Man.E. Product ConExpiration Date: April 11, 2023 Approval Date: September 14, 2017 E - 1 I'GT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. fcw their "Kuraray SentryGlas® (Clear and White) Glass Interlayeks".dated (4?-545, • • • • • • expiring on 07/04/18. •Y ...... .. .. ...... YYY . Y Y • � • STATEMENTS • • • • **see* : ""• 1. Statement letter of conformance, complying with FBC 5" Edition (2014�'and with• • • Y Y Y Y Y . Y Y Y • FBC 6tb Edition (2017), dated August 29, 2017, issued by W-Nju�actutt:y;T$ned JAd::• sealed by Anthony Lynn Miller, P.E. • •.... Y • • 2. Statement letter of no financial interest, dated June 9, 2015' issued by;"Wactufoi�Y: signed and sealed by Anthony Lynn Miller, P.E. 900 YYY • • 3. Proposal No. 16-0125 issued by the Product Control Section, dated Marej.W., 20160 signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. Manuel P'EfC4 P.E. Product ControyExxffiiner NOA No.-0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E - 2 GENERAL NOTES SERIES 740 :'MPACT-RESISTANT_ CASEMENT 1)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE Iy REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Sheet # 1 §116" Lami 1 /8 An - .090" PVB -1/8 An 5 2 7/16" Lami (3 n -.090" SG - 3/15 An) 3 7116" Lami (3/16 HIS -.090" SG - 3116 HS) 7 4 718" Lami. IG (1/8" An - 7116" Air - 1/8' An -.090" PVB - 1/8" An) 5 5 7/8" Lami. IG (1/8" T- 7/16" Air - 1/8" An -.090" PVB - 118" An) 8 6 7/8" Lami. IG (3116" An - 1/4" Air - 3(16" An -.090" SG - 3/16" An) 9 7 7/8" Lami. IG (3/16" An - 1/4" Air- 3/16" HS -.090" SG - 3/16" HS) 7 8 7/8" Lami. IG (116" T -1/4" Air- 3/16" An -.09D" SG - 3116" An) 9 9 7/8" Lami. IG (3/16" T -1/4" Air - 3116" HS - .090" SG - 3/16" HS) 7 "PVB"= TROSIFOL® EVB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAS BY KU RARAY AMERICA, INC. DES .-.: SS RE RATL1,G VPACT RA :NG VARI S. RATED OR LARGE& SMA-L SF_M-ACT RESISTANCE 37" WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33,476" (HEAD & SiLL 4" MAX. B. SEE SHEET 2 1 A 69" VISIBLE LIGHT HEIGHT (DLO) 1 I 1 1 I I \ I I I \ I I \ I I I / I I / I / i I I / I I / I I I/ i I I 17-1/2" MAX. A, SEE O.C. SHEET2 i OR CH R 511 ED � R ' O�"OL ? - RA 118"ANNEALED K RARA , IN GLASS 118" ANNEALED EXTERIOR (;LASS 11/16" GLASS BITE J:'(i-Alt'.\A`E:i G ASS S'AC:< i-. 31 ANNEA T�I-D DR HEA ETRENGEN C GLAs EXTERIOR 3� a :0' SC 3Y KURARAY AP1_RC4 NC. 1 3 16 ANNEALED OR HEATS, TRENGTHENED -I GLA 11(16SS" GLASS SITE (�I ASS TYPPS 2 R R 7/8" NOM. I 7/8' NOM. GLASS STACK I CLASS LAMINATED GLASS STACK GLASS LAMINATED I.� GLASS STACK GLASS STACK 1/8" ANNEALED GLASS 3116'ANNEALED OR 7/16"AIR5PAC .090'TROSIFOL®PVB 1/d"AIRSPACE. .� i..�.'"��""��•^` BY KURARAY 1/8" ANNEALED OR 3116" ANNEALED AMERICA, INC. TEMPERED GLASS GLASS EXTERIOR a 76" HEIGHT B '14-1/2" MAX. 0. IF WIDTH IS 4" 33.476" &OVER ( AD &SILL) 30" VISIBLE _ OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SIOO-12 •AISC 360-10 "• GENERAL NOTES .............................1 ELEVATION ....................................... I GLAZING DETAILS ........................... 1 INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILS/BOM.............. 10 EXTRUSI O NS/SPACE R.................... 11 N N.GEN$F No.56705 k -� AA a' O'. '•.."LORIOP;.•' /111111111\ A. LYNN MILLER, P.E. P.E.# 58705 •• 1/B" ANNEALED GLASSEXTERIOR 11/16" GLASS BITE a/: GLAS .090" SGP BY KURARAY AMERICA. INC. _3116" ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 7W NOM. GLASS STACK GLASS STACKED GLASS STACK 3/16" ANNEALED OR HEA T-STRENGTHENED CLASS 114-AIRSPACE .090' SG S BY KURARAY 3/16'TEMPEREO AMERICA, INC. GLASS 3/18"ANNEALED OR 38 HEAT -STRENGTHENED EXTERIOR GLASS ! 11/16" GLASS BITE GLASS TYPES 8 & 9 • • 1 R•e• Hy U4e: • Revision: 'Y UPDATED ANCHORAGE • • •Jd•`5' Y`wr/17 PER FBC 2017. • Revue B•• D•e: • r • Revision: • ••• • 1 D ECHf LOGY DRIVE • NIC FL 34274 • ••(-41) 0�-1lbo •• • COPYRr 02017 POT IND TRIES, INC. • • ALL RIGHTS RESERVED %1 INGpETl4ILS PRODUCT IL.ViSED .complying 1 ifh the Flnsida Building Code Aueptonce 1401-.oGi4-.►4- E1t imic)n Date . J ROSOWSKI 6EM� NT f I4DOW DETAILS - LM & SM 08/08/12 /Motle1: • • • • Sco!e: Sheet: Drawing No. Rev: CA-740 NTS 1 OF 11 MD-CA740-LM C ••• • • • • ••• • • • • • • • •• •• • INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE I�~ INTO 2X WOOD_ AS REQUIRED PER TABLE 3, SHEET 4 l r 82 5 22 23 3 I 35-37 ATTACHED TO FRAMEJAMB EXTERIOR ATTACHEDTO VENTJAMB WINDOW 81 HEIGHT VISIBLE 14 LIGHT HEIGHT (DLO) ATTACHEDTO FRAMEJAMB 6 ATTACHED TO r VENTJAMB L a 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE EMBEDMENT —� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER J SUBSTRATE. 4 SEE TABLE 3, / SHEET4. INSTALLATION OPTION 2 INSTALLATION ANCHORS CONCRETE/CMU DIRECTLY INTO MASONRY. PERANCHOR REQUIREMENT I� 1/4" MAX '—�'i �— SHIM • I 4 8/ EDGE DISTANCE EMBEDMENT OPTIONAL ADDON 1 FLANGE @ HEAD, SILL & JAMBS ecF nFreu JAMB NOTES: Al. BE[ HARD- 1) USE ONLY SUBSTRATE -APPROPRIATE WARE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE BUCK DISTANCE LIMITS. ANY INSTALLATION HEIGHT OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ATTACHED TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-1/2" JAMB A THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED INSTALLATION 'T ° OPTION 4 INSTAC_ATION ANCHORS iDIRECTLY INTO METAL. -- BUCK WIDTH ------- - —�I ATTACHED TO 16 15 FRAME SILL I 10 ATTACHED TO VENT SILL7-- �•, V BELOW OPERA 4)2 (82 to L ATTACHED VENT g LOR ARM VISIBLE LIGHT WIDTH (DLO) — FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. DIRECTLY TO SUBSTRATE. WOOD BUCKS 10"MAX DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER I OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". 84 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 1/4" MAX SHIM CO NCR .. •a• _ EMBEDMENT PER ANCHOR REQUIREMENT . - - EDGE DISTANCE VERTICAL SECTION B-B DETAIL Al ltuluu LYNlyM'%� * No.58705 SSt 1ONAL E� \� `\ A. LYNN MILLER P.E. P.E.# 58705 U 12 ✓ STEEL 83/ SELF -DRILLING SIMS, SEE TABLE 3, 3,SHEET4- 8 EDGE 38 39 UL DISTANCE 81 135-37 /711 DADE APPROVED 3 5 MULLION, ALUMINUM, STEEL FRAMING OR 8 STEEL STUD. WINDOW WIDTH EXTERIOR HORIZONTAL SECTION A -A EGRESS FORMULAS: 431 WIDTH, WASH HINGE: WINDOW WIDTH • 13-1/2 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 1) WHEN INSTALLING COMBINATION UNITS, HEIGHT: WINDOW HEIGHT- 6 / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10" MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 _ 7 INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX HEIGHT: WINDOW HEIGHT-7 FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. I a SEE TABLE BELOW: I L--►SEE DETAIL A2, BELOW 5'RODUC"T REV'ISEK) as complying with the Fluid' B,nld.i; Code Acceptw' allo17-0614""14" Ez 'ratica Dare 3 $1' •• •• • • • • ® Description: Drawn By: CROSS SECTIONS & INSTALLATION J ROSOWSKI 107041111TEOMNOLW DRIVE N. •EN)ICE, FI.34275 • •Itley • • Date: ��r�RcBi0L&I1100• • PASSEMEN.Y *I jDQW DETAILS - LM & SM 08/08/12 PGT WOUSTR16.INC. • eri /�MlRt1eC7 /y� co Sheef: Drawing Na. Rev: -_ALL RIGHTS RESERVED_ 4V •• S 2OF 11 MD-CA740-LM C a� rr1ja _ I �1 Additional Anchor: Required on each Side of the Frame Assembly Tube (FAT) r u Window Width Anchor Type A B, C & D 17" - 25.9" 1 0 26'+ 1 1 1 F- U. Window Haight Anchor Type A B, C & D 17" - 25.9" 1 0 =1 26"a 1 1 • rcewsea tr: unjp: • Rev;ron: • • • • . wJl� Q5/�51�1�1•No SHEET. THIS E • • Ryise By. D • • Revisioo- • • • ••• • • • •ar ••• • • • • ••••• • • • • • • ••• • % % CASEMENT( WINDOW HEIGHT WINDOW 1 -`� WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW n FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT/CASEMENTS FIGU C C \, 0", SEE NOTE 7, THIS SHE=T 10", SEE NOTE 7, THIS SHEET 740J 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW 1 i MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT JXXO) FIGURE 2: ggi 740 SERIES AWNING Z�� I' WINDOW` �- / -D FRAME T __ ASSEMBLY TUBE J -D 740 SERIES CASEMENTWINDOW 9-FIXEDWINDOW* E FRAME ASSEMBLY-E TUBE 740 SERIES \` 'SEE PRODUCTS NOA FOR -- INSTALLATION SPECS MIN. #12X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FRAME � 740 SERIES ` CASEMENT EXTERIOR CASEMENT V WINDOW ASSEMBLY TUBE WINDOW EXTERIOR HORIZONTAL SECTION C-C a FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TfP-TO-TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 740 SERIES 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE AWNING CASEMENT FASTENED TO WINDOW, AS SHOW IN WINDOW WINDOW DETAILS, WITH MIN. X SHEET METAL SCREWS. USEE THE SHE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. FRAME ASSEMBLY -ASSEMBLY TUBE 5) THE FRAME ASSEMBLY TUBE MAY TUBE NOT EXCEED 62' IN LENGTH (AS USED MIN. # 12 X IN A 63" FLANGED WINDOW) OR BE 1"SMS USED IN TEE OR CROSS 740 SERIES THROUGH CONFIGURATIONS. CASEMENT INSTALLATION WINDOW HOLES 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO \ THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 740 SERIES EXTERIOR FIXED CASEMENT WINDOW" FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE A SWET,4. • 0 is 2) FROM SHEETS 5.9. FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • •• • 900 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLY TUBE" Ott •DESI(ft PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. • • • •, 4) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN•TH3•HEA4 SILL AND••IAKAS OF • YOUR WINDOW. • • • • • • 0 • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATETAAY BE R7(yJIRED (SE2 SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE E NTERLINE. SEE TABLE BELOW: AQditicMal Anchors Required on each • of Me Frame Assembly Tube (FAT) a Ii Windgv MJth Anchor Type A B, C & D 17' - 25.9" 1 0 26'+ 1 1 r- uS • Wlndovj •HelyM • Anchor type A B, C & D iT- .9'• 1 0 A 266+ • 1 1 J C w U) zU Z Q o J J U Q O Q .. C ILL!~ 00 W v M h N D ;- N o J p v F Z Z_ � Y Y W Q W V o O ..W g aQ m�o a� o ; ) vQ o oLL. <U �,%% * ; No.58705 moo• ' T� L 1/1" S/ONAL1 ``EN.. A, (fAAIIAIILL'ER,\P.E. P.E.P 58705 • • • • • • • • • • • • TA31 Window Anchors Required Window Width (in) under 23' 25-15/16" 27-3/4' 30" 33-112' 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ejrlior Group A i e I C D A B I C D A B C D A B C D A B C D A B C D A B C D Jamb 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 under 23" Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 4 3 3 3 5 3 3 3 Jamb 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 25-15/16" Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 5 3 3 3 5 3 3 3 Jamb 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 38-3W Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 Jamb 6 4 4 4 8 6 4 4 8 6 4 4 8 6 4 4 8 6 4 4 8 6 4 4 8 6 6 4 _ 48' Head/Stll 2 2 2 2 3 2 2 2 3 2 2 2 4 J 2 2 4 3 3 2 5 3 3 3 5 4 3 3 Jamb - 8 6 4 4 B 6 4 4 8 6 4 4 8 6 4 4 10 6 6 4 10 6 6 4 10 6 6 4 50-SIB' ead/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 = 60" Ja 8 6 6 4 10 6 6 4 10 6 6 4 10 8 6 4 12 8 6 4 12 8 6 4 12 6 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 Jamb 10 6 6 6 10 6 6 6 10 8 6 6 12 8 6 8 12 8 6 6 12 8 6 6 12 8 6 6 63" Head/S81 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 Jamb 10 8 6 6 12 8 6 6 12 8 8 6 14 8 B 8 14 8 8 6 14 8 6 6 14 8 e 6 72" Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 5 3 3 3 5 3 3 3 76' Jamb 12 8 6 8 12 8 8 6 14 8 8 6 14 10 8 6 14 10 8 6 14 10 8 6 14 10 8 6 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 4 3 3 3 5 3 3 3 Jamb 12 8 8 6 14 10 8 6 14 10 8 6 16 10 8 8 18 10 8 6 �" Head/Slit 2 2 2 2 3 2 2 2 I 3 2 2 2 4 2 2 2 4 3 2 2 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. TAR[ F -I- Group Anchor Substrate Min. Edge Distance Min. O.C. Dletance MI. Embedment Anchor Plate Required? A #12, steel SMS (GS) S. Pine 518' 1' 1 8' P. 6063TS Alum. 3/9" S18" .063' No A38 Steel 318" S18' .D50' No A653 Stud Gr. 33 3/8" 518" .045' 20 Ga. No #14, steel SMS (G5) or #14, 410 SS SMS S. Piro 5/e' 1" 1-318" No 6063-T5Alum. 3/8" ". .063" No A36 Steel 3/e' 518" .050" too A653 St 2.8% Concrete 2.1/7 4" Ga. 1-0/8" too 1!4' steel Uttiacon low Block Holkbw oc 2-1/2" 5" 1-1/4" No 114" steel UBrecon Hollow Block 1" 6" 1-114" Yes C 114" 410 SS CreteFlax 3.35k Connate 1' 6" 1-/4" No Hollow Black 2-1/2' 5' 1-114" No #12, steel SMS (G5) or #12, 410 SS SMS S. PM 5/8' 1" 1-31W Yes 6W3-T5 Alum. 3/8' S/a' .0713" Yes q38 Stsel 3/8' St8" .050' Yes A653 Stud, Gr. 33 3/8" 6/8" .045' 18 Ga. Yea 014, steel SMS (435) or 014, 410 SS SMS S. Piro 518' 1" i-vir Yes 606375 Alum. 3/8' 5/8" .0713' Yea A36 Steel 3/8' 519" .050" Yes A653 Stud Gr. 33 111. 518' .045' 1a Ga. Yes D 1/4' steel Ulhacon 2.56k Corwreta 1' 4" 1-314' Yes 2.65k Concrete 2-1/7 4" 1J/8" Yes Hollow Block Filled Black 24/7 2-1/2' 5- 4' 1-1/4- 1.V4' Yes Yes 114" 410 SS CreteFlax 3.35k Concrete 1" 6" 1J/4' Yee 3.35k Concrete 2-1/2" fire 1" Yes Hollow Block 2-1/£ 6' 1-114" Yes 5/18' steel Ultracon 3.5k Concrete 1-114' S' 1-V4' No Hollow Block 3118' S' 1-114' No Filed Block 2-112' 1 5" 1-3W No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. Jamb Snubber Locations Glass Type: PVB SG (Types 1, 4 & 5) (Types 2, 3 & 6-9) 63" None 12" max. tram o, and Reuired q each end & 30" x less max O.C. 12" max. from 12" max. from °wr each end & 30" each end 8 30" max O.C. max O.C. "PVB"= TROSIFOL6 PVB BY KURARAY AMERICA. INC. "SG"= SENTRYGLAS'�'BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" HEAT -STRENGTHENED, LAMINATED GLASS. 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C 8 D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. SAMPLE CONFIGURATIONS: NOT ALLOWED WITH FRAME ASSEMBLY TUBE F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). 10" 10" FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE O +70/-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRAT DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A. 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). (� 4" 4" — 4 F E • 81" • • F. •i sl ••• I • • 4" Material Min. Fx Min. Steel a.-92 ksi 120 k 41OScmw 90 ksi 11Uk Elco UBraCcntB 159 ksi 77 410 SS Elco Cn teFlox0 127A kal 18 7 at 6063-TSAluminum 16 ksi On I A36 Steel 36 ksi 50 ksi Gr. 33 Steel Stud 33 ksl 45 ksi 10.6" • 4' •�—• • ^ • 021 • •••34 •�• • • • • • • • • • • • • • • • • • • • • • • • • wi-52f,<•Fte�'de - ��•r!� I i -c614 • !4• �t�S�Tf;2D23 } v 6 W J W F- J_ Z Q Q ~ D W o Z 0 N O o° C) W Z 11 ?j U) w ~ Z O O . O W (n fn o = W O m O a0 a of $ Z v Q Q 3 u L C C _r a I a y ONN LTNN * N0.58705 3� q : �r s �"""TONAL ENG�`• /jitfit W A. LYNN MILLER, P.E. P.E.# 58706 -I I� I Design Pressure (psf) for Single Windows, All Anchor Groups Wind.. Width under 23" 1 25-15/16- 27-3/4" 30" 1 33-1/2" 35' 37" under 23" +701-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16" +70/-90 +701-90 +70/90 +70/-90 +701-90 +70/-90 +701-90 363/8" +70190 +70/-90 +70/90 +70/-9D +70/-90 +701.90 +701-90 48" +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 + 50-5/6, +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-89.2 60" +70/-90 +701-90 +70/-90 +70/A8.5 +7111-80.6 +70/-77.7 + - 63" +70/-90 +701-90 +701-90 +70/-84.3 +701-76.5 +701-73.7 +701-70.1 72" +70/-80 +M/-E2 +701-77.7 +60/-71.5 +60/- 62A +60/- 60.9 +1- 59.3 76" +70/-90 +7a-84.8 +70/-75.7 +/E7.3 +/- 58.9 +/- 57.2 +/- 55.6 84" +701-90 +70/-80.4 +701-71.3 +601.62.1 +/- 54.2 FOR GLAS 1 5i16" LAMI (1/8 AN - .090" PVB - 1/8 4) 7/8" LAM]. IG: 78 `-AN -'TM AIR - "PVB"= TROSIFOLc`PVB BY KURARAY AMERICA, INC. WINDOW iF- HEIGHT yj WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. S: AN - .090" PVB - 1/8" AN) Design Pressure (pst) for Windows Attached to a Vertical Frame Assembly Tube D Window Width under 23" 25-15(16" 27-3/4" 30" 33-1/7' 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C&D A B C&D A B,C&D A B,C&D under 23" +70/-90 +700D +70/-90 +701-90 +70ASID +701.90 +70/-90 +70/-90 +70/50 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 25-15/16' +70(-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +700D +70/-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-gD +7D/-90 +701-90 38-3/8" +70/-90 +70a76.4 +70/490 +70/-90 +701-84.5 +701-W +70/-90 +70/a9 +701-W +701.90 +701-73 +70/.90 +701-90 +7a•81.8 +70/-90 +70/-90 +70/a8.3 +70/-90 +701-74 +70/-90 x 48" +70/-76.2 +l51.1 +701-73.1 +701-90 +/57.5 +70/-90 +70/-90 +/53.1 +70190 +70/-90 +/58.4 +70l-00 +701-90 +/-65.4 +70/-83.9 +70/-90 +/52,6 +70/-90 +/-59.2 +70/-90 50-518" +701-723 +/57.9 +1-69.3 +70/-90 +1-64 +701.90 +701-90 +/59.9 +70/•90 +701-90 +155.4 +70/-88.7 +70/-90 +1-62 +70/49.5 +70/-90 +/59.3 +701-90 +/-56.1 +70/-89.2 60" 1 +/-61 +/-48.9 +/-58.5 +70/-90 +1-54 +70/-86.6 1 +701-90 1 +/50.5 1 +70/81 1 +70/-90 +/-46.7 +701-74.9 +701-88.5 +/52.3 +/-67.1 1 +701-80.3 +/50.1 +70/-77.7 1 +147.4 +701-74.3 63" +1-58.1 +/-4&5 +/-55.7 +701.88.7 +/51.5 +701-825 +7W-90 +/48.1 +70/-77.1 +70/-90 +144.5 +70/-71.3 +701-84.3 +149.8 +/ 63.9 1 +70/-76.5 +/-47.7 1 +70/-73.7 1 +/-45.1 Design Pressure (pso for Wlnda Attached to a Horizontal Frame Assembly Tube Width eWindow 25-15116" 2744" 30" 33-1/2" 35• 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A9 All All A B C&D A e C&D A B C&D under 23" F+7-.,rh., +7a90 +7a-90 +7a-90 +7a-90 +701-87.6 .7a4D .701-90 .701.83.8 +70190 +7aA0 +7a-79.2 +70140 25-15116" +70190 +701 +7a4D +701-90 +7a40 +701-90 +7a-90 +7a9D +7a4D +701.67.6 +7a-9D +70190 3"8' +7a90 +70190 .701-90 +7a-90 +7a-BO +7a90 ,7a-80 +7a-90 r7a4D +7a-0B.B *70/40 +7a4D 48" +7a90 +7a-9D +7a90 +701-90 +70190 +70/90 +701-90 +7a4D +7a90 +70/40 +7a-90 +70190 5oa/6 +7a4D +704) +70/90 +701-90 .701.90 +70l4D +70140 +70190 +70190 +701-09.2 +70(-a9.2 +701-89.2 60, +7(V-90 +70190 +70-90 +701-88.5 +701-00.8 +76-00.6 +70/-W.6 +70/-77.7 +701-77.7 +70t-77.7 +70/-74.3 +701-74.3 +70174.3 67 +70/-90 +70140 +701-90 +701-04.3 +701-76.5 +70/-76.5 +701-76.5 +70/-73.7 .701-73.7 +70/.73.7 +70/-70A +7a-70.1 +7240n 72• +7040 +70/-8 +7a-77.7 +7a-71.5 +60/-62.4 +Ba-02.4 +6a-&2.4 +Ba-00.9 .Ba-80.9 +60/60.9 +/59.3 +/58.3 +/59.3 76" +7a90 +701.84.11 ,701-7s.7 +167.3 +/58.9 +/-58.9 +/58.9 +1s7.z *157.2 +f57.2 ./-6s.a +/558 +lS5.8 1. +7a4D +701 +7a-71.3 +6a-02.1 +/54.2 +/54.2 1 +1-64.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WIND FRAME HEIGHT ASSEMBLY I TUBE 10" MAX. ADDITIONAL ANCHOR (4), IF REQ. I WINDOW --'^i WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME ��1 10" MAX - I ASSEMBLY TUBE WINDOW HEIGHT WINDOW � ADDITIONAL ~{ WIDTH ANCHOR (4), IF REQ., • • • • • • • •SEE S EETS 1 & 4 FOR WINDOW ANCHOR • • • • LQCA;10 ,%A`�NNDQlJANTITIES. SEE SHEET • • • • • • • • )ITIONAL ANCHORS FIEQWFjE� FOR•THE FRAME ASSEMBLY •• ••� ••� ••1R1B91 e ••• • • • • . ••• • • • • • • • • is • • • • is • • 0 • 00 • • 9 � L LIJ C J W H F- F- Z C 0 F- ZLL o 0 J LL a ..0 W W i 1c ti 0_ 0 N LU o IX O F o az v b Ix O o O to Z W a z v Z W _r � oU W d O m0 ain 0 mac; o �W Q U zwc� �> � o4 0 fz MAI * ; No.58705 6A�bF' 'w S/ONN M L A` PG Design Pressure (psi) for Single Windows, All Anchor Groups Window Width under23" 25-15/18' 27-3/4" 30" 33.1/2" 35" 37" under 23" +90/-130 +901-130 -M-130 +90t-130 +90/430 +901-130 +9a-130 25-15118" +90/-130 +901.130 +9D/-130 +M-130 +90/-130 +901-130 +901-130 38-3/8' +901-130 +901-130 +9a-130 +W-130 +901-130 +90/-130 +901.130 48" +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 i 50-5/8" +M-130 +90/-130 +9a-130 +901-130 +90/.130 +91Y-130 +901A30 60" +90/-130 +901-130 1 +90-130 +901-130 +901-130 +9a-130 +9W_1.30 yam` B3" +9a-130 -901-130 +90f-130 +901-130 -DW-130 +9a-130 +gW-129.6 72" +gW-130 +90/-130 +M-130 +W-13D +901-129.1 +90/422.5 +W-113.8 76" +9W-130 +90/-130 1 +W-130 +gDf-130 +901-124.1 +901-116.7 +91VAD7.8 84" +91Y-130 +90/-130 +M-130 +901-130 +901-116.4 1LEI WINDOW HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES FOR GLASS TYPES: _ 2) 7116" LAMI (3/16 AN - .090" SG - 3/16 AN) "SG"= SENTRYGLA "BY KURARAY AMERICA, INC. Design Pressure (pst) for Windows Attached to a Vertical Frame Assembly Tube WIMow Width m under 23" 25.15/18" 27-3/4" 30" 33.1/1- 35" 37"Anchor Group Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group Anchor Group A 1 B 1 C D A B C&D A B C&D A B C D B C D A B C D A B C D under 23" +701-90 +701-90 +70140 +7a-90 +7a-90 +701.90 +701.90 +701-90 +70/90 +7a-90 +701-90 +7a-90 +701-90 +701-90+701.90 +7a50 +701-90 +7a-90 +701.90 +7a-90 +701.90 +701aO +70/-90 +701.90 +70/-00 25-15118" +7a-90 +7a-90 +701-90 +7a-90 +7a50 +7a-90 +701.90 +7a-90 +701-90 +7a40 +70/-90 +701-90 +701.90 +701-00+701-90 .7aA0 .7a-00 +701.90 +7a-W +70/40 +701.90 +70/.90 +701-90 +701-90 +701-90 3B-3/8" +7a-90 +7a-76.4 +7a90 -70/40 +701-90 +7a-90 +7a-90 +7a"90 +70140 +70140 +701-90 +7a.9D -701.90 +7a-0o+701-90 +701-90 +7a.90 +701-90 +7a.90 +7a-90 +701-90 +7aE0 +701-90 +7a-90 +70/-90 48" +7a-76.z +/-01.1 r7a-73.1 +7a90 +7a-84.4 +7a40 +70/90 +7a-78.9 +7a90 +7a90 +701.73 +7a-90 +7agp +7a90 JA +7a90 +7a90 +7a90 +Ta-75.1 +TaJO +7a-90 «7a.90 +7a-02.9 +70/-80 +Ta-80 +7(1/Sp 50S8• +70/-72.3 +/57.9 +/-69.3 +701-90 +7a-00.1 +701-90 +701-90 +7a-74.8 +70190 +7a-00 «14W.2 +7a-0&.7 +7a-90 +7af90 +701-90 +7a.90 +7a-W +7a-71.2 +7a-00 +701-90 +701-90 +701-78.6 +70/-W.8 +701-90 +7a-90 80" +/-01 +/-08.8 +/-58.5 +Ta90 +/fi7.5 «701-08.8 +70/-80 +I-03.1 +7a-B1 +7a90 +/58.1 +7a74.B +7a-09.8 +7ab07a93.9 +7a-80.3 +7a-00 +1-00.1 +7a-00.2 +7a-90 +7a90 +IE8.3 +701-75.g +7a90 +70/90 83" +/-W.1 +146.5 +/.55.7 70/-88.7 +1-64.3 +701$2.5 +70/-90 +I$0.1 +70/-77.1 +7a-90 +/ 55.8 +7a-71.3 +7a$5.3 +7a-00«7a-79.9 +70/-78.5 +7a90 +/-07.2 +7a-7B4 +7a-90 +70/-00 +/.83.1 +701-72.3 +7a-08.5 +7a-80 Design Pressure rps0 for Windows Attached to a Horizontal Frame Assembly Tube Width BWindow viler 23' 25-15�16' 27314'FAII 33-112" 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All AN A B C&D A B C&Dj.7 B C&D under 23" +7aA0 +701-90 +701-90 +7a&0 +7a$7.6 +701.90 +101-90 +7a-03.8 +701-20+701-79.2 +7a-9025-15/18" +701.90 +7a-90 +7a90 +7a90 +701-90 +7a40 +701-90 +7a-9D +7a-90 +7a90+7a9038J18" +70140 +7a-90 +7a- 00 +7a-90 +7a90 +70190 +701-90 +70/-90 +701-00+7a90+7a-9048" +701-90 +7a-90 +7a-90 +701-90 +701-90 +701-00 +701-90 +70/40 +7a40+70/.90+7a-9050.516" +701-90 +7a-90 +7a90 +7a-90 +7a40 +7a40 +7a-9D +7a90 +701-90 +701-90 +7a-90 eo wiz-eo +7a4o +7a-90 +7a90 +7a-90 +7a90 +7a-eo wa90 +7a-eo +7a-90 +7a4o +7a90 83" +70l-90 f0f 0 170190 +70/ 90 +7a-00 +7a-00 +7a-90 +7a90 +701-90 +701-90 +7a40 +7a40 72' +7a90 +7a in +7a-b0 +701-90 +.1.11 +7a$0 +70/•90 +7a-90 +7a-00 +7a-90 +701-90 +7a90 78" +701-00 +70190 +701-90 +7a-90 +70190 +7a40 +70/40 +7a-90 +70140 +7a-90 +7a-90 +701-90 +70140 84" +70/-90 1 +701-90 1 w01-90 1 +70i-90 1 +701-90 1 +70/-W 1 +701-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' TMAX. ADDITIONAL ANCHOR (4). IF REQ. -�1 WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10" MAX. ASSEMBLY TUBE WINDOW HEIGHT WINDOW � WIDTH ADDITIDNAL'i,,, ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY •• ••• • • VBE. • • •e•00, �• • •• • • •• • • •• • • • • •.;4i:uni eth'T.'-•da„ s'e>,r:,.{r9j �U LU 0 Q aF- H U H Z o N r � a. p U. O i z W W N ra a p o04 N OW W p yZ S o -0 U) Z_ W O O Z w U a a (/) �, in o t9 W o NW yU ENO r[;O uM1� R2 O� I •LLy u-o Rrc OLJ S�7�Ln o < Z. I ,00 LYN)v \49'........... * ; No. 56705 mo`. A ��' �4U o� / A ' AL ER P.E. P.E.§ 58705 •• •• • • ••• • • ••• iDesigc Pressure (psf) for Sin91e Windows, All Ancho- Groups Window Width under 23" 1 25-15/16" 27-3/4" 1 3D" 33-1/2" 35' 3T' under 23" +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15/16" +9D/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 38-3/8" +90/-130 +901-130 +901-130 +901-130 +90/-130 +9a-130 48" +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 = 50-5/8" +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 60" +901-130 +9a-130 +901-130 +90/-130 +901-130 +90/-130 '+g0/-130 fl+901-1 +9a-130 +9a-130 +901-130 +90/-130 +90/-130 72" +901-130 +901130 +901-130 +901.130 +90/-130 +901-130 76, +90/-130 +90l-130 +9a-130 +90/-130 +90/-130 +90/-130 1.. +901-130 +90/-130 +9a-130 1 +90/-130 +901-130 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI- IG: (3/16" AN - 1 /4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3116" HS - .090" SG - 3/16" HS) "SG"= SENTRYGLASrBY KURARAY AMERICA, INC. WINDOW HEIGHT SEE SHEETS 1 &4FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design Pressure (pso for Windows Attached to a Vertical Frame Assembly Tube Wintlow Width D under 23" 25.15/16" 27-314" 30" 33.1/2" 1., 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 1 8 1 C D A B C&D A B C&D A 8 C D A B C D A 1 8 C D A B C D under 23" +701-90 +701-90 +701.90 +701-9D +70/90 +701-90 +701-90 +701-90 +70/90 +701-90 +70•90 +701-90 +70-90 +70/-90 +701-90 +701-90 +7(1-90 +70/-90 +70/-90 +70-90 +7a-90 +70/-90 +70/90 +70190 +701-90 +701-W p 25-15116" +701.90 +70/90 +7090 +70190 +70/-90 +7090 +701-90 +701.90 +7090 +7090 +701-90 +70190 +701-90 +701-90 +70/-90 +70/90 +70-90 +701-90 +701-90 +70'90 +70f90 +701-90 +70/90 +70/-90 +70/90 +701-90 jil 38-VW +701-90 +701-76.4 +70/90 +70190 +701-90 +70190 +70/-90 +701.90 +70/-90 +70-90 +70/-90 +701-90 +70-90 +701-90 +70/-90 +70/90 +70-90 +701-90 +70/-90 +70/90 +70190 +701-90 +70190 +70/-90 +701-90 +70/-90 48" +701-76.2 +161.1 +701-73.1 +70/-90 +70/-84.4 +70/-90 +70190 +70/-78.9 +7090 +70/-90 +70/-73 +70/-90 +70190 +701.90 +701-78.5 +70190 +70190 +70/-90 +701-75.1 +70/90 +701-90 +70/-90 +70/82.9 +70l90 +701-90 +701-90 50-51W +701-72.3 +/57.9 +169.3 +70/-90 +701 80.1 +70/.90 +70/-90 +70/.74.8 +701-90 +701-90 +/69.2 +70/-88.7 +70/91 +70I90 +7a•74A +70190 +70/-90 +70/490 +70)-71.2 +701-90 +7a90 +70/-9D +70/-78.6 +70/.59.9 +70/-90 +70/ ?0 60" +161 +1.18.9 +1-58.5 +7011.90 +/-67.5 +70/$6.6 +701-90 +1-63.1 +701$1 +70190 +I-58.4 +70/-74.9 +70/$9.8 +701•BO +/$28 +70/•83.8 +70/$0.3 +70l-90 +/$0.1 +70f$0.2 +7a90 +70/-90 +/66.3 +70/-75.9 +701-90 +70/•90 63" +/-58.1 +/-06.5 +I55.7 +70/ 8.7 +164.3 +7n1$ +7a90 +/60.1 +70/-77.1 +70/90 *l55.8 +70/-71.3 +70/-85.3 +70h90 +/-59.8 +70/•79.9 +70/-76.5 +7a•90 +/•SZ2 +70/-76.4 +7W90 +70/-W +/63.1 +70/-72.3 +7a$6.5 +7a•90 Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Wnndow Width under 23° 25.15/16" 27-314° 30° 33-1/2" 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All A9 All All A B C&O A 13 C&D A B C&D under 2W +70190 +70190 +70/-90 +70/-90 +701-90 +7a67.6 +70/-90 +701-90 +70/$3.6 +701-90 +701-90 +701-79.2 +70/-90 25.15/16' +701-90 +70190 +70/•90 +701-90 +701•90 +7a-90 +701A0 +701-90 +70190 +701.90 +701$7.6 +701-90 +70/•90 38-3/111 +70(-90 +70190 +70/-90 +70/-90 +71 +701-90 +701-90 +701-90 +701-90 +70/•90 +70/-90 +70/40 +701.90 48" +70/-90 +70/-90 +70/.90 +70/-90 +70/•90 +701-90 +70/-90 +70/-90 +701.90 +701-90 +70/•90 +70/90 +701.90 i50.5/8" +701-90 +70/90 +70/•90 +70/90 L +70t-90 +70f-90 +701.90 +70/-90 +701-91) +701-90 +70/-90 +70/90 +70/-90 '6 80" +70/-90 +70/-90 -701.90 +70190 +701.90 +70/90 +7a-90 +70/90 +701-90 +701-90 +70/-90 +7a-90 +70/-90 63° +701-90 +70/90 +71 +701-90 .70/•90 +7a90 +7a-90 +701-90 +701-90 +7a•90 +701.90 +7a-90 +701.90 72" +7a-90 +70/90 +7a•90 +70/-90 +7a90 +7a90 +7a•90 +70/-90 +70/-90 +701.90 +70/ 90 +7a90 +7a-91 76" +70190 .701-90 +7a-9D +70190 +70/90 +70/90 +7a-90 +7a-80 +7a90 +7a•80 +7a-90 +70/90 +7a-9D 84" +701-90 +701.90 +7a-90 +70/-90 +7a-80 +7a90 +70/•80 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WIND FRAME HEIGHT ASSEMBLY TUBE 10" MAX. ADDITIONAL ANCHOR (4), IF RED. -�1 I�- WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR • • LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY FRAME 10" MAX. ASSEMBLY f TUBE WINDOW HEIGHT WINDOW I ADDITIONAL _ WIDTH t� ANCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • • • • • REQUIRED FOR THE FRAME ASSEMBLY • • • TUBE.• • • • • • : ••• r-c4r-4 U � Jj Jj L C n LU Z J p L 0 oILL � J LL "s Z W Q W Q C �n W U. N p a H v� v00 Z y� o°O �C) LU of LLI O b () O in Z `o 0 w m r o Q b O O c H r� o� h W 00 ^ Q U ONUGENSF M/��T: * ; No.58705 " �11QC,; SS O.� G �� N� A. LYI(!I(I I�I ILLEr', P.E. P.EA 58705 ••• Is • : • • • • • • • • • • ••• • • • • • • • • • •• •• ••• • Design Pressure (par) for Single Windows, All Anchor Groups Window Wdth under23" 25-15/16" 27,V4" 30" 33-1/2" 35" 37" -701-90 +701-90 +70/-90 +701-90 +701.90 +701-90 +701-90 +7a90 -701-90 +70/-90 +70/-90 +7a-90 +70/-90 +70/.90 +701-90 -701-90 +7a-90 +70/-90 +7a-90 +701-90 +70/-90 j +701.90 +7a-90 +7a-90 +7a-90 +7a-90 +701.90 +701.11 +701-90 +7a-90 +7a-90 +701-90 +7a-90 +7a-90 +70/-90 +7a-90 -701-90 +701.90 +701-90 +701-90 +7a-88.6 +701.84.6 +70/90 +7a-90 +7a-90 +701-90 +701-87.2 +701-84 +7a-79.9 *7a-90 +7a-90 +7a88.5 +7a81.5+601-70 +6a89.4 +6a87.6 +7a-90 +7a40 +70'86.3 +7a-76.7 +6a87.2 +Ba85.2 +6a13.3 +70f90 +701-90 +70181.3 +60/-70 +60/81.8 FOR GLASS TYPES: r) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"= TROSIFOLOPVB BY KURARAY AMERICA, INC. T__ [I WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (pall br Wndows Attached to a Vertical Frame Assembly Tubs Window Width m under23" 25-15176" 27-3l4' 30" 33.1/2' 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ar+701-90 CK-701-N.71 A B C&D A B C & D A B C D A B C D A B C&D A B C&D under23" +701-90 +701-90 +70/-90 +70/•90 +70/-90 +7a9D +701-90 +701.90 +7a-90 +70/90 +701-90 +70/.90 +7a-90 +701-90 +701-90 +70/-90 +7a-90 +701-90 +701.90 +7a"90 +7a-90 +7a-90 25.1 III 6" +701-90 +7a•90 +7W-90 +70/-9D+70/-90 +70/•90 +70/-90 +701.90 +701-90 +70/•90 +7a-90 +70/.90 +7a-90 +7a-9D +701.90 +701-90 +701-90 +70/.90 +70/40 +7a•90 +7a90 +7N-90 38-3/8" +7a-90 +7a•90 +70/"84.5 +701.90 +70/-90 +70/-79 +7a40 +70/•90 +7aa3 +7a•90 +70/.90 +7a•90 +701.81.8 +701-90 +70190 +701-90 +701-78.3 +701-90 +701-90 +7aa4 +7a90 +70/-90 48" +70/a6.2+701-73.1+/•87.5 +701-90 +70/-9D +/-63.1 +7a40 -701.90 +1.58.4 +7a•90 +70/•90 +701-90 +a65.4 +70/-83.9 +7a-90 +701.90 +/.82.6 +7a-90 +701-90 +/-59.2 +70140 +70/-90 505/8" +7a•72.3 +l89.9 +184 +7a•9D +70/-9D +l59.8 +7a-80+70/•90 +/-55.4 +7a88.7 +T0/-90 +7a-80 +/82 +70/•79.5 +7a-80 +7a-90 +/38.3 +7a-90 +7a•90 +/-56.1 +7a89.9 +70/-90 60" +/-61 +/-55.5 +/-54 +7a86.6 +701.90 +150.5 +7a81 +70/•90 +/-46.7 +701-74.9 +70/-89.6 +701.90 +/32.3 +1"67.1 +7a-80.3 +7a40 +/-50A +7a$0.2 +701-1 +/.47.4 +7a-75.9+701_".6 N-55.7 +1.51.5 +701-62.5 +70/•90 +/.48.1 +7a-77.1 NO!-9g +'..5 +701-71.3 +7a-85.3 +7a40 +/-49.8 +/-63.9 +7a-76.5 +70/87.2 +/47.7 +70/46A +7a-84 +/.46.1 +70/42.3 +70/49.9 Design Praasure (per) for Wmdows Attached to a Horizontal Frame Asaambly Tube Width RWI1Mow urMer 23' 2515/i6" 27-3/4' 30' 33-1/2' 35" 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A 9 C&D A 9 C&D A B C&D under23" +70/-90 +70/-90 +701-90 +70/90 +701.90 +701-87.6 +70/40 +701-90 +70/-53.8 +70/40 +701-90 +TV-79.2 +70/40 2&15116' +70/-90 +70/-90 +70/-90 +70190 +70/-90 +701-90 +701-90 +701-W +701-90 +70/-90 +70/-876 +70/-90 +70f-90 38318- +70/-90 a701.90 +70/-90 +70/.90 +70140 +70/-90 +7(/-90 +70190 +7a-90 +701-90 +70/88.8 +701-90 +70/90 48" +701-90 +70t-90 +701-90 +7a-90 +701-90 +70/40 +TO/•DO +70/80 +701-90 +70/-90 +701.90 ♦70/.90 +701-90 W518' +70/-90 +7(Y-90 +70'40 +701-90 +701-90 .?&-So +70/-90 +70140 +7000 +70/-90 +70/89.8 +701.90 +70/4g 7S 60• +70140 +?&W +7d40 +70/40 +70'-90 +701-90 +70/-W +70/A8.6 +701-68.6 +70/88.6 +70/-04.8 +M-54.6 +70184.6 or +Ta-90 +70180 +70/40 +70/4o +70187.2 +701-67.2 +70/87.2 +70'84 +701-84 +70/44 ♦701-79.9 +7d-79.9 +701-79.0 77 a7a40 +70'9p +70188.5 +70/81.5 +6D/-70 +601-70 *81 +Ba�A +60/�.4 +M-W.4 +61Y87.6 +W.67.6 +W.67.6 76" ♦70140 +70/40 +M88.3 +M.75.7 +60/87.2 +W-67.2 +80/87.2 +BN�2 +60/85.2 +60/852 +M.6&3 +W.63.3 +8d.03 8C ♦701-W I +7W-W +7014H.3 +00'-70 .6111-61.8 1 +W-61.8 +80181.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10" MAX. T_ ADDITIONAL ANCHOR (4), IF REQ. �1 I I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10" MAX. ASSEMBLY TUBE T T WINDOW HEIGHT WINDOW I- ADDITIONAL WIDTH f"r ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY ••• rate• •TUBS. • • • 00 re •• ••• •• •• : : rate• ar • • . •• • • • • of,wo at-vfs;:a, ,k co::ry:y 11'z with ow, Ffas`idr 1?,uiidmy :ride �. 14" I'de A:csp.arca r.5 ! 06��y1 p k35 ivSiseni:. `rt"1vy,µ;{y �tirr;rry3 a L LLI d _j LLI CIO (L H o a H Z g� Q r o d c "> a. Ur Q LL `m C LU uJ NCL OC n GO LLI v� 04 O O h 00 $O � Z oz 2 Re LLI O O ..Z W _n m�0) co o� W tie O m O .ate „C: m o IX u W o 8a U O4 I •�(8 o � 3 z"1C jF 0 d< ^zv o_ 111II II /// `xP�1"t�aNVGEN6;F!11�� * No. 58705 =0 IIATIVF ,,, ZONAL 1111 I NAL 'e: A. LYNN MILLER P.E. P.E.# 58705 • a Design Pressure (psi) for Single Windows, All Anchor Groups Window Width under 23' 25.15/16" 27-34' 30" 33-1/2" 35" 37" under 23" +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 25-16116" +90/-130 +90/-130 +901-130 +901-130 +9D/-130 +ga-130 +90/-130 38.3/8" +90/-130 +9a-130 +9a-130 +gW-130 +901-130 +9a-130 +901-130 w 48" +901-130 +9a-130 +901-130 +901-130 +901-130 +9a-130 +901-130 50-5/8" +90/.130 +90/-130 +90/-130 +90/-130 +90/430 +9a-130 +90/-130 60" +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 -90/-130 63" +90/A30 +90/-130 +9a-130 +90/-130 +901-130 1 +901.130 1 +901.130 72" +90l-130 +9a-130 +9a-130 +9a-130 +901-130 +8a-124.6 +9a-115.7 76' +gp1-130 +9a-130 +901-130 +9a-130 +90/-126.2 +901-1IB.7 +90/-109.6 1.. +901-130 +90/-130 +90/-130 +90/-130 +90/-118.4 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3116" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3116" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLAS BY KURARAY AMERICA, INC. WINDOW HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design Pressure (psil br Windows Attached to a Vertical Frame Assembly Tube Window Width m order 23' 25-15116' 27-3/4' 30' 33.1/7 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B I C D A B C&D A B C&DK+701-W B C D A B C D A B C&D A B C D under 23" -701-80 +7a-00 +70/.90 +7a-W +7a-90 +701-90 +70l90 +7a-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +7a-90 +70/90 +701-90 +701-90 +701-90 +701-90 +7a-90 +701-90 +7a-90 +701-90 +701-90 Z 25-15116' +7a-90 +701-90 +701-90 +701-90 +70190 +7aA0 +701-90 +7a-90 +701-90 +701-90 +701-90 -701-90 +7a90 +7a90 +701-90 +7a-90 +701-90 +7a90 +7a-9D +701-90 +70/90 +701-90 +7a.90 +7a90 38-31W +7aA0 +7a-76.4 -701-W +701-90 +7a90 +7a-90 +7a-90 +70/-90 +7a90 +701-90 +7a-90 +7a-W +70190 +7a-90 +7a-9D +7a-90 +7a90 +7a-90 +7a-90 +701-90 +701-90 +70190 +7a-90 +7a-90 48" +7a-76.2 +/-61.1 +70/-73.1 +70l-80 +70/84.4 +701.90 -70190 +70/-78.9 +701-90 +701-90 +701-90 +7a-90 +701-90 +701-78.5 +7a90 +7a•90 +70190 +7a-75.1 +7a-90 +7a90 +7a-82.9 +70140 +7a-90 +701-90 5D-WS" +7a-72.3 +/-57.9 +1.69.3 +7a-90 -70/-00.1 +70190 +701-90 +70/-74.8 +701-90 +7a-90+70Aa.7 +7a-90 +701-90 +70/74.4 +701-90 +701-W +701-90 +701-71.2 +701-00 +70/-90 +7a-78.6 +7a-89.9 +701-90 +7a90+N18.9 +/-58.5 +7a-90 +1-67.5 +70/-86.6 +7a90 +193.1 +7a91 +701-90+70/-74.9 +701-89.6 +701-90 +1-82.8 +7aA3.9 +701.80.3 +701-90 +1.60.1 +7a-80.2 +7a-90+/96.3 +7a-75.9 +7a-90 +70190 5&1 +1-48.5 +/-55.7 +701-68.7 +1.84.3 +7a-025 +7a90 +1-001 +7a-77.1 +7a-90+70/-71.3 +70%85.3 +7a-BO +/-59.8 +7a-7g.9 +7a•76.5 +7a-90 +/�/.2 +7a-78.4 +7a-90 +/Si.1 +7a-72.3 +7a-86.5 +701-90 Design Pressure (ps0 for Windom Attached to a Horizontal Frame Assembly Tube Whdn+! Width 26.15116" 27J/4' 30" 33-112" 35' 37' Group Anchor Group Anchor Orwp Anchor Grasp Anchor Group Anchor Group Anchor Grcup All All All A 8 C&D A B C & D A B C&D under 23" RG +701-90 +701-90 +7a-9D +7a-90 +70147.8 +7a-90 +70140 +7a93.8 +70/40 +701-90 +701-79.2 +7a-00 25-JWIS* +701-90 .701-90 +70/40 +7a-9D +7o/-11D +7a-90 +7a-0o +7a-90 +7a-90 +7ab76 +701-90 +7a-80 38-318' +7a-90 +7a-9D +70140 +7a-90 +7a90 +7a90 +7a40 +7a40 +7a.90 +701-90 +7a-90 +7a4o48" +7a4o +7a-9D +7a4o +7a4o +70/40 +7a4o +7a90 +7a40 +7a90 +7&40 +7a40 +7a&0 50S/9" +71OV-90 +701-90 +70140 +701-91) +7a40 +70/S0 +70F40 +70/b0 +70140 +701-90 +7a40 +701-90 6P +701-9D +701-90 +701.90 +70f40 +70/-90 +70140 +70/-90 +70f40 +70/40 +70/90 +70/40 +70/90 +7a40 63" +701-90 +70140 +70/40 +70140 +701-90 +70/40 +70if4D +70140 +70/40 +70/40 +701-90 +701-9a +7090 77 +701-90 +701-90 +7a41) +7a4o +7a-90 +70140 +70110 +7a4o +70140 +7a4o +7a-90 +701-90 +7a4o 78' +7a-90 +7a90 +7a4o +7a.90 +7a4o +7a4o .7a4o +7a4o +7a4o +7a4o «7a4o +7a4o +7a4o W +701-90 +7a-90 +7a4o +7a4o +7a90 +7a4o +7a4o NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10" MAX. ADDITIONAL ANCHOR (4). IF RED. WINDOWI WIDTH (�- SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAXX.WIDTH- SEMBLY TBE WINDOW HEIGHT J_ DDITIONAL NCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • • • • • • • EQUIRED FOR THE FRAME ASSEMBLY • • • • �Tj1BE: • • • is is •. . • ••• • is • • • ••• •• •• • .:ItaJOR'`_3.^.L• _ I `L✓L� �C311i 7'iSdc FS©51tiCP{"JW+$"-^ , tt c c W c r m n. 2 . e I- a C (D o C W NNdz o� J J ILL c� C LLI LLI O ti N a o W LO W cf. o LU O dl- �� 0 92 o°O o0 Z W U) 10 0 Z W r (• fi to o _U` W ° C O mO arm Vic. Al O o of W Q N Sao �i c� R 04 S2oHs wz� firr¢ nZ 0 `111111111/// . ICEN •'v*. v � .• � sF • ;lam * : No. 58705 pp'. �. S70NAL 1'11111111EN A. LYNN MILLER P.E. P.E.# 58706 TABLE 20: Item Dwg. # Description Material 1 7002 Main Frame Head, Sill & Jamb 6063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom&Side Rail 8063-T6Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Isash Corner Gasket Vinyl Foam 8 7070[Bulb Weatherstri .187"x.275" Flex PVC70 I 10 7024 Ilylaxim Multi -Point Lock Steel 11 7026 Lock Su000rt Plate Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR SASH 062rvl r—i '..'. 24" ► NOM .434' 2.919" _r 439" _.. I Imo` J, 4 .125„ ► SILICONE SHOT -MELT BUTYL t �ti _ NOM. 2 701 STRUCTURAL IIII L ' • SILICONE T u ' 1159" .062" STRUCTURAL - 1/4" NOM. FOAM /'— 3/16" NOM. P WITH DESICCANT WITH ► 2.784" ---� —"i 2.139" WITH DESICCANT DESICCANT / 7 .093" FRAME HEAD, - SASH TOP, �� FRAME ExT. GLASS EXT. GLASS J' SILL & JAMB /1 BOTTOM & SIDE �% ASSEMBLY TUBE #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 INT. GLASS \—INT. GLASS 1.356" 2,203' KODISPACE D, SUPER ��' 4 „ .040" 1.000"01- 1 4SG TPS SPACER NXTT" 423„ ►� �I 1 .095" .093" FIXED .093' ANCHOR PLATE SCREEN FRAME ADDON FLANGE ALUMINUM 2 #7071, 6063-T6 60 #7006, 3105-H14 70 #134, 6063-T6 5/16" BUM & DESICCANT FOAM EXT. GLASS — DU RASEAL® ,D2 SPACER RCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. 7 SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS GLASS INT.GLASS iD3 XL EDGET" SPACER Part # Description Material 100 Kommerling 4SG TPS Spacer System See this Sheet for 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Quanex Duraseal Spacer Materials 103 Cardinal XL Edge Spacer MtF CKLNl L IC01 KMYVK I D: �140111. 0`J &OV I 706' .050" 1 .665" 135 BEAD B #7036, 6063-T6 ., 72" .870" II .050" h_— .569" 37 BEAD D #7059, 6063-T6 .050 .865" I� L� 36 BEAD C #7042, 6063-T6 N 'v/ • • • RgOed Dote: Revision: •v� • ,�^ }� NO CHANGES THIS L%CENs �C • •II j5/i5/j . �..• F'•. (�� • •>r'� SHEET. Q.' '•,'P • • R tses By Dye• • Revision' * No. 58705 * - • • • • • • • • • • • • ® Descrrpt:on: =p �( EXTRUSIONS & SPACERS F 1070 CNO DRIVE � .f'CORI0 P,. •'• N , N. NI E, FL!34275 • jlue: • PRODUCT R. Visw ss compiying •,vitls du! Fiaridc Buiidia8 Code Arse,>1>u,ee E ¢tee[io Detc �'SJ Mimni ade J ROSOWSKI %SS��N""'AL \_ �a080y1600• • C a MENY WINDOW DETAILS - LM & SM 08/08/12 pLL�I� tRSTR�-, E.RVD[-0 • feriolMilel: • ca:R Sheet: Drawing No. Rev: A. LYNN MILLER, P.E. tA-740• • • 1VYS 11 OF 11 M D-CA740-LM C P.E.#58705 CERT. Of AUTH. 29296 Y i s3 i n• i� Y S° Y• E ; t_ IAA. RTM ENT OF REGULATORY AND ECONOMIC RESOURCES (RER) "1 rA RI) AND CODE ADMINISTRATION DIVISION CCE I,_abrador & Fundora Corp dba V & V Windows NV 4"' Avenue i ialeah, FL 33010-1454 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami; Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econom 1i I i NOA is being issued under the applicable rules and regulations governing the use of construction materials. The , l cni mentation submitted has been reviewed and accepted by Miami -Dade County RER -.Product Control Section to be c l in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • •. € :is NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Cbxltr4*Sectiou(1�. liNIHI Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thexiglit to have thigproduct or tested for quality assurance purposes. If this product or material fails to perforrrrirl;hv aeeeptec 9i;annet't1t;6 r�;<inufficturer will incur the expense of such testing and the AHJ may immediately revoke, Wdify, or suspLnd the lk*ai: i lcl t product or material within their jurisdiction. RER reserves the right to revoke this accept ilbe, if it-�s:d etermine4 jby. rrni-Dade County Product Control Section that this product or material fails to meet the rayneinents gtt4e applil;at"* '.11�1111 Code. •. • • •. • • • his product is approved as described here' ras•-been designed to comply with the FloraBkilding Code, including. I I � T,h Velocity Hurricane Zon _ -- ' y,___._ ..__!..__ • ...: • • • • • . • I+:: S(,'RIPTION.. cries "3, " Outswing Glazed Aluminum Door w/wo Sidelite or doo»�rwTransp • ..... ; . . T'I'ROVAL DOCZIMEN 10-08 Rev G.titled "Se n ance Door (I . vl.l.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on 03/29/17, prepared by Al—Farooq Corporation, , i =l!_Wd and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the 1oi_1ce of Acceptance number an y the Miami— County Product Control Section. i,' ISS11,FIMPACT ING: Large and Small Missile Impact 'tmi,tations: 1. See Design sure (DP) ratings in sheets 2 or unit sizes Vs glass type. Lower Design Pressure from doors, sidelites or mu ion s a control when doors are mulled (w/wo Reinforcements). :?. Door w/ transom is limited to max. 25-1/2" h Transom. The maximum positive exterior DP shall be + 66.30 PSF, where water infiltration requirement is needed. 1. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. The frame area of alternate size shall not exceed 96 ftZ, nor panel tested area and max. panel height. T;T'LiNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and flowing statement: "Miami -Dade County Product Control Approved", noted herein. e4'. NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in � he applicable building code negatively affecting the performance of this product. T;RMINATION 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 Ies, IldvertisIng or any other purposes shall automatically terminate this NOA. Failure to comply with any section of l NOA shall be cause for termination and removal of NOA. A.DV'ERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the >:1_)iration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in ,i :entirety. SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall M ailablc for inspection at the job site at the request of the Building Official. is NOA revises 15-0310.05 consists of this page I and evidence pages E-1 and E-2, as well as approval document ,�;tioned above. ;le submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1011.02 Expiration Date: September 01, 2020 Approval Date: December 21, 2017 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITED UNDER PREVIOUS NOA'S A. DRAWINGS l . Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No. W10-08 Rev F, titled "Series Aluminum Out —Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #12-0113.02/4104406.04) • • • • • • . • . • • • • • • . 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: • 2) Uniform Static Air Pressure Test, Loading Aq.WC TAS2M-94 •' 3) Water Resistance Test, per FBC, TAS 202.9+50.0 PSF- ; • • •; sill S-1 only) • • • • "" ' 4) Large Missile Impact Test per FBC, TAS 201 *M. • • • • � • � • � • • • ...... .... ..... 5) Cyclic Wind Pressure Loading per FBC, TAS'20-94 ' ..' : ...... 6) Forced Entry Test, per FBC 2411 3.2.1, TA�-2Qi!;94 •, along with marked —up drawings and installation diagram of an Aluminum otitswii; Fire ch • • • • • doors w/wo sidelite and door w/Transom & sidelites, prepared by Ame%(cM Vest Lob of Soutb* Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sewed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. (1. CALCULATIONS ' I . Anchor verification calculations and structural analysis, comply with FBC-2014(51h Edition), prepared by Al Farooq Corporation, dated 02/18/15 and evised on AUG 13, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02, 04 and -09 1). QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS l . Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. Dupont) for their "Butacite© PVB Glass Interlayer", expiring on 12/11/16 F. STATEMENTS l . Statement letter of conformance to FBC 2014(5"1 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/11/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega.(Suhmitted under previous NOA No. 10-0406.04) Jorge M. Plasencia, P.E. Zoduct Control Unit Supervisor NOA No 17-1011.02 Expiration Date: September 01, 2020 Approval Date: December 21, 2017 E-1 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 '. STATEMENTS (continued) 4. Florida Department of State, Div of Corporation, active listing of Labrador & Foundora Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. G. OTHER 1. This NOA revises & renews # 12-0113.02, expired on 09/01/15. 000000 2. Test proposals #07-3564 & test proposal dated 10/20/08 appro$edJJ4 BCCcf.0 .. ""•:' ...... .. .. ...... 2. NEW EVIDENCE SUBMITED ..... ; A. DRAWINGS • • • • • • •' • ' o 1. Drawing No. W10-08 Rev G titled Series Aluminum Out—Swm�'Entrance 1�oor ..... ... .. .... (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last reylstA bn 03729t11, .....0 prepared by Al-Farooq Corporation, signed and sealed by Javad hmad, P.E. • •, . . . . ..... . • 13. TESTS . ..... . 1. None. ..0.0. C. CALCULATIONS- 1. Anchor verific * n calculations and structural analy ' , complying with FBC 5t" Edition (20 4) and FBC 6t" Edition (2017), prepare y Al Farooq Corporation, dated 09/25/17, si ed and sealed by Javad Ahmad, P.E 11). QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). l MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. G. STATEMENTS Statement letter of conformance to FBC 5t" Edition (2014) and FBC 6t" Edition (2017) and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/10/17, signed and sealed by Javad Ahmad, P.E. OTHER 1. This NOA revises # 15-0310.05, expiring on 09/01/2020. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No 17-1011.02 Expiration Date: September 01, 2020 Approval Date: December 21, 2017 E-2 --- - , �J'I � z mi! 0 ;w r �� O � m O W N �• L'�, N I p 111 W n � '0' w .t 0aoo°+ a W z W r RE ARE RATED FOR LARGE &SMALL MISSILE IMPACT.0 S ARE REQUIRED. jATHESEOORS J m a �mmE UM ENTRANCE DOOR � o NDIDOUBLLE Xd LEAF DOORS W/O TRANSOM SEE SHEET 2, - o SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. 2 SINGLE (0) SIDELITE SEE SHEET 4 SINGLE AND DOUBLE LEAF DOORSEE SHEET 5. LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR a SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. �E p DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION z o o u RESISTANCE IS REQUIRED. � vv> oh a I s aa❑_... 45 MT d M m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THE EDITION)/2017 o Jb > � REQUIREMENTS OF 2014 (STH (6TH EDITION) FLORIDA i BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). g z -� i > i.e 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE v` $ o piS DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS < �° y r 1/8" HEAT STREN'D GLASS 3/16" HEAT STREN'D G TO THE BUILDING STRUCTURE. 0 .090' Interloyer .090" Intericyer ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS Trosifol PVB Troaifol PVB AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE By 'Kuroray Americo, Inc.' By 'Kuroroy Americo, In MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. HEAT STREN'D GLASS 3/16" HEAT SIREN' GLASS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �1/8" ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. g' R SILICONE SILICONE 1, 995 Dow 995 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT p PECORA 895 PECORA 895 2! COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE S 6 m REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. i m m `n AT 1/4 POINTS ON UTES THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 1B d S a g rc o ur / ut i yy WIDER THAN 3S" ONLY yy S 20 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY S 20 \ 20! OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. / p1 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. ) AND TO BE REVIEWED BY BUILDING OF'FJAL 25 f 25 i I '5 n o ^o 0 2 PRODUCT REVISED j �' : tSCENSF •'9•� L;.,... /� -' -' — 1 u o as compl ing with the Florida 4 Building Code _� !"1 No. 70592 GLASS TYPE 'A' G GLAZING DETAIL NOA-No. 17-1011.02 • � fti = c a 9 i1 • intion O• /Y'1/i020 • • • • 't� i 5/1C OVERALL LAM. GLASS 7/1s' LAM. cuss AT SIDELITE/TRANSOM • • • EV• T� -/ �+ �'�O • • • • • • • '��C3 '• { i 3T OF 6y�� • GLAZING OPTIONS ml�rN Oa roue o of • • • ' 1 1OP,.'�1�� drawing na. • e W10-08 • . . . . ••• . . . . . . . . . . . .. .. . . . .. . . 5" MAX. SURFACE APPLIED LLLSE MUNTINS OR )ECORATIVE GRILL MAY BE USED 39 5/8" MAX. FRAME wglo4 i '17-,t2" 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 36 5/8- > R..._� X 76" MAX. __ i FRAM£ W{DTrt 12" (A� MAX. SILL HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3' C.C. N m / II \ LOCK OPTIONS\ = ijt OF #2 r(OPTION #1 SHO uo x o i iX yy SEE SET 10 N C== / LOCK OPTIONS #1 OR (j2 (OPTION #1 SHOWN) SEE SHEET 10 ttI I / I / FLUSH a \ i i BOLT ACTIVE I INACTIVE 2 SURFACE APPLIED $ Z o FALSE MUNTINS OR m0 a DECORATIVE GRILL 26 3/4" MAX. 26 3/4" MAX. MAY BE USED D.L. OPG. 36 3/4' MAX. LEAF WIDTH 73" MAX DOOR OPNG. WIDTH (xx) DOORS LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM (X) GLASS TYPE GLASS TYP DOOR DIMS. 'A' `B' Ff1AME LEAF FRAME LEAF EXT.(+) fM.(-) EXT.(+) INi.(-) HEIGHT HEIGHT 34-3 96" 193-3/B° 70.0 80.0 70.0 80.0 66.3 75.8 66.3 75.8 39-5 8 36-3/4" DOORS LOAD CAPACPPY - PSF DOUBLE DOORS WITHOUT TRANSOM (XX GLASS TYPE GLASS TY DOOR DIMS. 'A' 'B• FRAME LEAF FRAME LEAF EXT.(+) IM.(-) + INT.(-) WI HEIGHT HEIGHT 72" 74-3/4 96" 93-3/8" 70.0 80.0 .0 Z0 • 66.3 75.8 A 76 3 4" GLASS D.L.D. DIMS, D.LO. HEIGHT - FRAME HEIGHT - 12" D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 12.875" D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 22.50")/2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • ••• • 111IINIII, �� '9' �GEN,SF'• ;Ky ' r 3 �i PRODUCT REVISED . as compiyiog with the Florida Building Code 17-1411.0' _ b, 70592 :.. + u • • • • • • • • • • • • • • a DA-Nd► • F'Irasloe0ate W01120t0 • • • • ). •., By • • A� '. 1 S OF i '•r�... 19>,'.•,a�y®�: o, drawing no, fie/ • • •�iami- ro a 77S t�'-�� SYM 2 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• 000 0 •• • • • •• •• • • ••• • • 39 5/8" MAX. FRAME WIDTH 76" MAX. FRAME WIDTH o 35^ D.L. OPG. 12" 71 5/16" MAX. D.L. OPG. 12" o j m 5' MAX. HEAD/SILL p- n Mom' S�� ALUM REINF. 12 5" MAX.' HEAD/SILL F i SILLQ ALUM REINF. 12 Z rl g CORNERS Y CORNERS L ` 0 O i (2) ANCHORS iv °m AT) TRANSANCHOMS ENDS pWoI a C X N \ n a o fi G AT TRANSOM ENDS SINGLE DOORS \ 0 N \ a n o fi G �AT 4-1/2" O.C. DOUBLE DOORS 0 H n \/ 1 r I 0 IL O< d ------------- ON � UZI yoN Lzo FLUSH I of �+ 4 "a ZZo (e`Dj a QWNf !c _ __ ylLL�,,/ _ OLT \\ GWSS D.L.O. DIMS. NSOM) o _ C /lir O.L.O. HEIGHT = TRANSOM HEIGHT — 4.625" D.L.O. WIDTH = FRAME WIDTH — 4.6875" c LOCK OPTIONq 7 It, N ..✓-=-II OPTION#22 SH ) .. ._.... .,...,, c+ xQ li cT5 u II :r SEE SHEET 10 In n aD 3 O ti r 20 p ---' ---- LOCK OPTIONS \ II #1 OR #2 \ II / \ II I I (OPTION #2 SHOWN) SEE SHEET 10 0 \ \ / I 4 � � + > \FLUSHBOLT m 41VE P 1PRODUCT REVISEDACTNE INACTNE as complying with the Florida O t I In Building Code NOA-No. 17-1011.02 SURFACE APPLIED B m z SURFACE APPLIED B � o Expiration Dat•09/01/2020 �b >n FALSE MUNFINS OR DECORATIVE GRILL MAY 9E USED 28 3/4" MAX. 1O a U FALSE MUNTINS DECORATIVE MAY BE OR GRILL USED 26 3/4" MAX 26 3/4° MAX 2 U g y s D.L OPG. D.L. OPG. D.L OPG. Mia I -Da rodue! Con Vol o o 36 3/4" MAX. 36 3/4" MAX. SILL ANCHORS C g g LEAF WIDTH LEAF WIDTH AT AT STILE ENDS AT 3" D.C. -012 GLASS CAPACITIES ON THIS SHEET ARE ' m 36 5/8" 73" MAX. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR OPNG, W. DOOR OPNG. WIDTH AND FLORIDA BUILDING COMMISSION -2 ! ` n CO/X` /O/vv` • • • • • • • • • DECLARATORY STATEMENT DCA05—DEC-219 • • • •� p o n • •• • • • • ••• • 11111 1 DOORS LOAD CAPACITY - PSF SINGLE DOORS WITH TRANSOM (0/X) GLASS TYPE GLASS TYPE DOOR DIMS. 'A' 'B' FRAME LEAF FRAME LEAF EXL(+) INT.(-) EXT.(+) TNT.(-) WIDTH WIDTH HEIGHT HEIGHT 37-5/8' 34-3/4° 1 1 20• 93-3/8' 70.0 80.0 70.0 80.0 39-5/8" 36-3/4' 66.3 75.8 66.3 75.8 DOORS LOAD CAPACITY - PSF •• • • • • DOUBLE DOORS WITH TRANSOM (O/XX) GLASS TYPE GLASS TYPE DOOR DIMS. 'A' 'B' FRAME LEAF FRAME LEAF EXT.(+) INT.(-•)• EXT.(f)• INT.1 )i WIDTH WIDTH HEIGHT HEIGHT f 72' 34-3/4" 120" 93-3/8" 70.0 71.0 0 70. 71. - 76' 36-3/4" 66.3 700 66.! • 70.0 • • • • • `N%%i A1 ////A' o �� '�•'•EN • • • • • • ! • • • • EOF ?•� drawing9 no. • ••• • //��` RID �':p„\�� W10-08 jj lltt1AA%``•'`` sheet 3 of 12 • • • • • • • • • • • •• •• 000 • •• •• SDRI FALSE DECC I FIXED LITE (0) LOAD CAPACITY - PSF FIXED LITE DIMS. GLASS TYPES `A' & 'H' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) 24" 90, 70.0 80.0 0. 70.0 80.0 32- 70.0 $0.0 36" 70.0 80.0 24" 96" 70.0 75.6 26" 70.0 71.2 72' 67.4 07.4 36" 64.1 64.1 SIDELITE FRAME WIDTH _I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • AND I•LORI" BUILDING COMMISSION e • • • • •DfrLTATrRY STATEMENT DCA05—DEC-219 • • • • • • • • • \t11t1111111j/j •• ••• •• • • • •! ``�� ®� � q � �� PRODUCT REVISED es com lying with the Florida 705I12 • Bu11Ad�Code • • • • GLASS 'I DIMS. (SIDELITE) • •NOA-�lo. M7 • • • • D.LO. HEIGHT SIDELITE HEIGHT — 4.625" • ExpiAtlonOate@W07*20L0 • • • • D.L.O. WIDTH - SIDELITE WIDTH — 4.625" • • • • By • so • • TATEOF Miami ad roduct Control �i/��°'•�� ljt lluititt�` .... ....... . • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rd z 0f M Q� a a f'�Op`o L OQ�tH Q'o'm o Oaoo.°+ LL 0 J Q�imf� arawing no. W10-08 SIDELITE MULLION CAPACITY - PSF SIDELfi ES WITH SINGLE OR D � DOORS WITHOUT TRANSOM NOMINAL SWIDTH µryp1H INCHES LEAF WIDTH INCHES FRAME HEIGHT INCHES SIDE �fE W/O REINF SSDELITE W/ ALUM REINF. EXi.(+) INT.(-) EXT.(+) INi,(-) 24 28 32 36 46 36-3/4 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 7 70.0 80.0 70.0 80.0 70.0 80.0 83.0 72.0 24 28 32 36 40 36-3/4 04 70.0 50.0 70.0 80.0 70.0 800 70.0 80.0 70.0 B0.0 70.0 80.0 70.0 00.0 70.0 80.0 63.0 72.0 63.0 72.0 24 28 32 36 36-3/4 90 70.0 90.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 75.7 70.0 80.0 24 26 32 38 36-3/4 96 70.0 - 74.7 70.0 80.0 70.0 70.1 70.0 80.0 68.0 66.0 70.0 solo 64.1 1 64.1 1 70.0 80.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE SHEET 4 FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOOR, SIDELITE OR MULUON CHART WILL APPLY TO ENTIRE SYSTEM. 12„ KTHEAD/SILL 31 OR �2' - �.L 7ILL H it ii // i \ FLUSH it II II / I LT tl }I \ LOCK OPTON♦ II II #1 OR #2 (OPTION #2 SH ) 6 a II �^ II SEE SHEET 10 i M 0 ki m d m o 1Y7"YYYiSSTL II II / I I FLUSH D I t BOLT SURFACE APPLIED FALSE MIUNTINS OR 26 31 3/8" MAX. 26 3/4" MAX. 3/4" MAX. DECORATIVE GRILL MAY BE USED D.L OPG. D.L. OPG. D.L. OPO. clnrl iTEI WIDTH 36 3/4" MAX. 1 1/2" 11 73" MAX. _11_ 1 1/2" (OXXO) TESTED OX, XO, OXX OR XXO CONFIGURATIONS ALSO QUALIFY MAX. UNIT TESTE4ERAt-,VE/yNq TO.FXCE�D 1.6 SQL PER FBC 2014 • •• • • • • ••• • r ... F PRODUCT REVISED • • • • • as Amplying with the PlIorida • • • • • B•'ildi* Code* • • • NOTE! • • • • • NOA-Ao. •�7 1•92 GLASS CAPACITIES ON THISOSHEET•ARE• • • • • T T-•-•- BASED ON ASTM E1300-6% t3 SF:'! GUST•S • Efpiion DafeO./OS,12Q20 AND FLORIDA BUILDING COMMISSION By ! 7,S DECLARATORY STATEMENT DCAOS-DEC-219 miami-oatle Product Contra • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � Io) � n O F- M � 2 IQ z 6 a a. r V o�im o'O�m � 4 O O i Q UWI LA W z_ Q wrn� � O � � o v g 0 j m 0 w U n Li oo x" U ` w o oof>a� m ,�o 0 a z Sr ¢ L ,n 1j _ J V<y2 REINF. AS PER CHART nO("� 70592 ''•. s \ o 1.= b e 1h OF �� drawing no. ...W10-08 OPERABLE UNIT ".DY WOOD BUCK 1a METAL STRUCTURE (SEE SPEC BELOW) EDGE DIST. _a TYPICAL ANCHORS L `CAL ANCHORS LTYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. IC L C 0 RS: sE ELEV. Rr DIA. ULTRACON BY 'ELCO' (Fu-tn KSI -155 K I 000 BUCKS OR STRUCTURES N. HEAD JAMBS) THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) TO 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) PRODUCT REVISED (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE as compl�yying with the Florida ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) Building Oode STEEL' 1/8" THK. MIN. (Fy = 36 KSI MIN.) NOA-No. 17-1011.02 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Expiration Date 09/01/2020 TYPICAL EDGE DISTANCE By INTO CONCRETE AND MASONRY a 2-1/2" MIN. Mlam ade duet Control INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • • • • • • WOOD AT HEAD OR JAMBS SG - 0.55 MIN. • • • • • • • • • DOOR DETAILS CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000,PSI MIN* • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm :00D PSI • • •MIN. • a • • • • • • • ```%Y\1111AN SEALANTS: 7 n, `�� JF�....,•��' ;3 7. , 7 ,.r UCE", •. FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH 9TI SIV(OJJE. • • • • � � �e•7O69Y WEEPS • • • • • • • • • • • • • • • • • • • TATE OF• 3/16" X 3/4" WEEP SLOTS AT 3" FROh}•�4CIH Ej- • • • • • • ,,LL . • • • • • • • • • • to Z m Ory U N r Q'O�M o o aCO .ai aW�� N SZOE O'0$ -1 Q W aME U a -a So >oh c ca-•- I t?> in 2 a>iz i N u 3 , N . o drawing no, W10-08 /4" MPX. O SHIM TYPICAL ANCHORS III SEE ELEV. j�� FOR SPACING j I EXTERIOR METAL i 17 17A 6 D.LO. STRUCTURE 36 3/4* MAX. LEAF WIDTH 36 5/8' MAX. DOOR OPNC WIDTH 39 5/8" MAX. FRAME WIDTH t/4- MAX. SHIM O TYPICAL ANCHORS .- •• SEE ELEV., . - CONVENTIONAL WITH DEAD FOR S ACTIVE LEAF 20 °' . 5 IV _ W D.L.O. 3 POINT LOCK ACTIVE LEAF 1/4" MAX. 1BY WOOD BUCK DoSHIM--'1 (SEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELEV. ,—SEE SPACING p \ 0 w LOCK OPTIONS �1 OR 2 (OPT10N #2 SHOWN) SEE SHEET 10 FOR DESCRIPTION OCONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE INACTIVE LEAF EXTERIOR PRODUCT REVISED as complying with the Florida o Building Code NOA-No. 17-1011.02 3 Z a Expiration Date09/01/2020By Q Z n re W N Q O V N a O U Miami-Dar•duct Control JN`m a�W =O WM a0CM o0 Q IL CIO e7 0 13 � �ItZ oI : M IL 27 y r0 J� V O O 1/4" MAX. ^i LOCK 72" MAX. OPTION N2 DOR OPNG. WIDTH 76' MAX. FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE • • • • • • • • • • INACTIVE L• • • . • 16 • • • • . • • • • • . • I _key �, • • • • • • • • • . . ..... . .. EXTERIOR • • • • •e • •• LOCK OPTION 41 DOOR DETAILS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• SHIM oo _ U o 2BY 'WOODCK wOR mDORE z o o m cv>on i ��3troi i M C Al TYPICAL ANCHORS SEE ELEV. FOR SPACING a i t o 592 o OF ':yam drowing9 no. DkA�': Wi0-08 L1�`1 1� sheet 7 of12 TYPICAL ANCHORS l o SEE ELEVATIONS EDGE D15T. FOR SPACING �� o z � O 0O`O coi O N � zt O�ati 7 vo��+ ° Cy(L 0 0z1 zg Q�u » a I iL ZOE ro -j W0� ci N_ N 9/16" MIN. = c THROW BOLT 10 PENETRATION g 0 it 7 w n i O 27 U u w G 72 0 3 1/4"MAX.. Z v°v io SHIM O § TYPICAL ANCHORS..,. 4:. o it 4 m 9 i�_III I i I iIII _ 552S24 0 EE wELEV. 7 10 OzQ•` ° RY FORSSGNG' MEL-i-9 e' = oPRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1011.02EXTERIOR txplr$ 2D.L OPC. >I I a By O TRANSOM FRAME WIDTH Nlia I -Da roduct Control • e S n • • • • • • • • • • • ♦ 0 ° N O S o 6 • • • • • • • 1 • • • t7111 111rr (� • • • • • • • • • 1 // �p:••:�tcEys�, •;10 • ••• • • • • -y� ` _ a • • • • • • • • • • =9 ?g� • • • • • • • • • � � EOF 6g/� drOwing no. DOOR WITH TRANSOM DETAILS /rrrrll Ilttt sheet 8 of 1 2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'IYPIPAi At,'PHORS TYPICAL A SE FOR STRUT #10 X 3�4" FH TEKS AT 10 FROM ENDS AND 24" O.C. MAX. EXTERIOR BUCK SHEET 1) NCHORS ING RODUCT REVISED s complying with the Florida wilding Code r.oa-No. 17-1011.02 Expiration Date 09/01 /2020 By Miami- ade oduct Control ALUM STIFFENER /—AS READ. © / SEE SHEE( 5 FOR CAPACITY DOOR OPNG. w� 38-5/8" MAX. SIN( 73" MAX. DOUBLE J7AMj wWTH. • __.�.._�_...__••._ • • • • • • • • • • • •• ••• •• • • • •• DOOR nn� SIDELITE DETAILS • • • • • . , � SIDELITE WITH DOOR DETAILS . • . . • .. .. ... . • • . . . . . . ... . . .. . . .. . y(a4mU " h m Q Z h N sO`.a N n Qi O~ OGu'Im tl0 ao O N Q In LL N {` 2�£ Jz�2 Q W 0, IW- 0.0 AN o i : •n �; •'• CEN@F � 1 I M �92 J OF dy�� drawing no. IN —08 10 TY?1CAL AM1CNORS TYPI( ALUM SnFFENER BY W000 BUCK iEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELM FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-1011.02 Expiration Date 09/01/2020 By Miami -Dade odact control . ......... . • • • • • • • • • 11\,,1p1.1i i_ cEN,q�.'•., i� n SIDELITE DETA�S• #• • •0 • •• i i ®`.1' EOF (0�' IS • • • • • P,.•' �: STATIONARY UNIT (SIDELITE) SIDELITE WITH DOOR DETAILS �'4"s®®Nel'L,,%, � .... ....... . . . . . . . . . . . . .. .. . . . .. .. mW Z q h O y (L V N 0 aot O�iol� vo�;m Cea g paooH U) D �J Q W:) N p J WQ � o i o � 0 w � U v a � tJ � O N Goaoa S 1i'LS'aMXIC arowing no. W10-08 OPTION #I: ACTIVE LEAF: 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASS 7/16" X 3- THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING ROD LOCK LOCATED AT 52-3/4- FROM BOTTOM LOCK HANDLE AT 49-1/2- FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL UALLY OPERATED LEVERS MOUNTED ON I E FACE OF LEAF STILE LOCATED Al 10-374Z,FROM TOP AND BOTTOM LOCK FASTNO TO STILE WIT-421 '.�-2 X 1/ " MS ITEM PART # REQD. DESCRIPTION MATERIAL I MA.'JF./SUPPLIER/REMA_3KS 1 V501 3/ DOOR FRAME HEAD/JAMB 6063-TS IV & V SELECTED EXTRUDER 2 V502 1 FRAME SILL 6063-TS V & V SELECTED EXTRUDER 3 V503 1 SILL COVER 5063-T5 V & V SELECTED EXTRUDER 4 V504 AS REQD. SIDEUTE STILE 5063-TS V & V SELECTED EXTRUDER 5 V505 2/ LEAF TOP AND BOTTOM RAIL 6063-T6 V & V SELECTED EXTRUDER 6 V506 1/ LEAF HINGE STILE 6063-T6 V & V SELECTED EXTRUDER 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6063-T6 V & V SELECTED EXTRUDER 8 V513 AS REDD. JINACTFVE ASTRAGAL STILE 6063-T5 V & V SELECTED EXTRUDER 9 V508 2/ LEAF SWEEP ADAPTER 6063-76 IV & V SELECTED EXTRUDER 10 V509 AS REDD. SIDEUTE ADAPTER 6063-T8 V & V SELECTED EXTRUDER 11 V511 AS REQD. GLAZING BEAD - 5/16" GLASS 6063-T6 V & V SELECTED EXTRUDER 11A V517 AS REQD, GLAZING BEAD - 7/16' GLASS 6063-T6 V & V SELECTED EXTRUDER 12 V512 AS REDD. REINFORCING STIFFENER 6063-T6 V & V SELECTED EXTRUDER 13 - 2/ LEAF 3/8" THREADED ROD STEEL - 15 V514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6063-T5 1-1/2" X 1-1/2- X 3/16" 17 - 3/ LEAF BALL BEARING HINGE ASSEMBLY - - 17A 3/ LEAF 3 PIECE HINGE ASSEMBLY - - 18 - AS REDD. SETTING BLOCKS EPOM DUROMETER 80f5 SHORE A 19 AS REOD. FIN SEAL PILE WEATHERSTRIPPING 20 V516 AS REQD. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 6035 21 J8 X 1/2' AS REQD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2" FROM ENDS & 8` O.C. MAX. 22 #10 X 2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 AS REDD. SIDE LITE ADAPTER SCREWS ST. STEEL - 24 #6-32 X. 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS 25 AS REDD, IBUMPER SPACER SILICONE - OPTION 12: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 46" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MS I I i I I I I NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ACTNE SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. VOR4'g 4-3/4- BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT it" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12-24 X 1/2" FH MS 7-13/16' THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #10-24 X 1/2" FH MS •• ••• • • • • • •• PRODUCT REVISED as complying with the Florida Building Code • - - • • • • • • E�Pbiratien oate0 l0t/2020• • • • 11marm- rod c Contro • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• I1! 0, e f $ N A m o 0 ry � m ��t J V t �WM M O IL a A N � N W M LL In jcsM Q�wmf � P • ST OF drawing no. ......-eal`�� W1 0-08 z q� w n Z. a OWNo` O N 0 H M 0°�N� 0 Q � LL N LL Z J1n _ o cEa �ap1 3 I FRAME TOP CORNER Q W 2 2 F Z o J O ro SIDELI7E SLIP ON JAMB CORNER LEAF TOP CORNER z , /w U Jb z o •® o �1 > � n � a our o �'nON2� O TRANSOM CORNER o € 22 u V U a J C • • •• • • • • • o o c wj� o 13 • • • • • f • • • \`, 11t1I11 i11,� 00 PRODUCT REVISED " .70592 • • • gas comp ing MI& the Florid% • .. — b • • • NOA-Nf. • • • `%t I �j �Cti ' OF EFBOTTOM CORNER ••• �fExpintionaat�0 7�20 d bV� �TATE(yrJ� drawing no. • s By AF • • • • • • 'i cS° JR?)RIOP.•�� ` , V�110-08 `` •' CORNEMt FRAME TTOPA R a ad oduct Control BO ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • R h Miami Shores Village Building Department 10050 NE 2"d Ave. oft Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS- AS OF 3/8/18 Permit No.: WS18-559 Project Address: 1284 NE 94T" ST. Page I of 1 . % . ... . . ... . . . . . . . . . . . . . . . ....... .... . . . .. . .. . . . . . . . .. . . . . . . . . . . . . . . . ... . ... . .. • . • • • ... • • . . .. .. . ....... 1. STRUCTURAL WIND DESIGN MUST COMPLY WITH SECTION 1620, HVHZ PROVISIONS OF THE FBC 6' EDITION (2017) , USING WIND SPEEDS OF 175 MPH, FOR MIAMI-DADS COUNTY, FLORIDA. 2. REVISE WIND LOAD ANALYSIS, PER 2010 ASCE-7 STANDARD, AS REFERENCED IN ITEM NO. 1 ABOVE. UPDATE DESIGN PRESSURES AND UPLIFT LOADS ACCORDINGLY. ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE R/ : Typing error in the ultimate Design. The results on loads were not affected since the calculations are based in the Asd is 136 MPH wind velocity wich is the correct factor to use in the equation.