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WS-17--1886Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. Wa77-17-1886 Perrnit Type: WindowslShutters fork Classification: Window/Door Replacem r,. Permit Statics: APPROVED Issue Date: 7/25/2017 Expiration: 01/21/2018 Parcel Number Applicant 9500 NE 12 Avenue Miami Shores, FL 33138- 1132060143640 Block: Lot: EDWARD MCHALE Owner Information Address 9500 NE 12 AVE MIAMI SHORES FL 33138-2543 Phone Cell Contractor(s) THE COMPANIES OF R&S INC Phone 305-256-6666 Cell Phone Valuation: Total Sq Feet: $ 21,700.00 ,0 Type of Work: INSTALLING NEW 37 WINDOWS No of Openings: 37 Additional Info: INSTALLING NEW 37 WINDOWS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $13.20 $7.05 $7.05 $4.40 $470.00 $9.00 $17.60 $528.30 Pay Date Pay Type Invoice # WS -7-17-64666 07/25/2017 Check #: 325 07/25/2017 Check #: 324 Amt Paid Amt Due $ 478.30 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. 1 OWNERS AFFIDAVIT: I ce fy that all the foregoing formation is accurate and that all ork will be done in compliance with all applicable laws regulating construction and zoning. F therfrore, I �u�horize the b e ractor to do the w rk stated. Authorized Signature: Owner / ApplicanContractor / Agent Building Department Copy July 25, 2017 Date July 25, 2017 1 Miami Shores Village 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 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: GPTD 1.F, 11 NE, City: Miami Shores RECEIVED .IVB! 2$70p FBS Z111u Master Permit No.S i) —Iw Sub Permit No. 0 REVISION ❑ EXTENSION 0RENEWAL O CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS County;_ Miami Dade I Folio/Parcel#: I l - 732-DIo - c- -3(040 Is the Building Historically Designated: Yes NO' Occupancy Type: 0101 Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder); ed\I JO. rr4 Address: Senn IgE City: l tcIYY i 51(br-bS BFE: FFE: Phone#: 7- 12-08 -X p State:L Zip: ?)U1 Tenant/LesseeName: Phone#: -5(12-087(p Email: QXYlC�1Cit�,g ►�YlGirQ�JIC1Vin . Ctv►-� CONTRACTOR: Company Name: }�sy-f.) Gan -vane, Address: S1 16 Eta) _1.2.9 Mir City: MICA tnn l Qualifier Name: �Okr t tow Phone#: ' -? (n -W QwlO State: State Certification or Registration #: lv&rt ' . ntv-rn 0 Zip: erTh 1 SQ Phone#: 605-2;5(p _I.Q ek-P Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ (f 700' OL) Square/Linear Footage of Work: Type of Work 0 Addition 0 Alteration J Description of Work: _1 -t-al\ 11nGJ VIEW 31 W 11�► I K,1 S't- 401¢0it Aid -)0,0(-- New )©,0� New Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02J24J2014) CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bor,ding Company's Name (if applicable) Bonding Company's Address City State Zip 'Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBT 1 FINANCING, CO ► ULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR OTICE OF COM / NCEM NT." 1 Notice t promise whose for the inspecti plica : As a condi good fa4h that a c ion to the issuance of a building permit with an estimated value exceeding $2500, the applicant must py of t • notice of commencement and construction lien law brochure will be delivered to the person hme t. Also, a certified copy of the recorded notice of commencement must be posted at the job site wen (7) days after the building permit is issued. In the absence of such posted notice, the ction fee will be charged. OWNER or GEN The foregoing instrument was acknowledged before me this (2 day of 10k.1 , 20 11 , by Signature /61 CONTRACTOR The foregoing instrument was acknowledged before me this r �� 1'1. day of To(y , 20 I-% , by Edwoirc.1 M.XCC C , who is personally known to �o)n,,, L� J , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Print: tvl(WI 71. Seal: ...._RIA J MARTINEZ MY COMMISSION # 33027843 EXPIRES., September 07, 2020 Sign: Print: Seal: 014 nta7'L *********************************t**4****ft*********************** APPROVED BY (Revised02/24/2014) 1 MARIA J MARTINEZ MY COMMISSION # 30027643 14:16-• EXPIRES September 07, 2020 Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County http://wwk.miamidade.gov/propertysearch/#/repcort/summary OFFICE Of THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3640 i Property Address: 9500 NE 12 AVE Miami Shores, FL 33138-2543 Owner EDWARD F MCHALE &W EVELYN Mailing Address 9500 NE 12 AVE MIAMI SHORES, FL 33138-2543 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use , 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/3/1 ' Floors 2 Living Units 1 Actual Area 3,726 Sq.Ft Living Area _ 3,056 Sq.Ft Adjusted Area 2,850 Sq.Ft Lot Size 13,094.82 Sq.Ft Year Built 1937 Assessment Information , Year 2017 2016 2015 Land Value $471,182 $484,868 $399,821 Building Value $200,877 $201,129 $201,381 XF Value $2,762 $2,770 $2,398 Market Value $674,821 $688,767 $603,600 Assessed Value $215,108 $210,684 $209,220 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $459,713 $478,083 $394,380 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead . Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 32 BLK 81 LOT SIZE IRREGULAR OR 12699-1322 1185 1 Generated On : 6/30/2017 Taxable Value Information Previous Sale 2017 2016 2015 County , Exemption Value $50,000 $50,000 $50,000 Taxable Value $165,108 $160,684 $159,220 School Board Exemption Value • $25,000 $25,000 $25,000 Taxable Value $190,108 $185,684 $184,220 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $165,108 $160,684 $159,220 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $165,108 $160,684 $159,220 Sales Information Previous Sale Price OR Book -Page Qualification Description 11/01/1985 $140,000 12699-1322 Sales which are qualified 07/01/1971 $61,000 00000-00000 Sales which are qualified 04/01/1971 $55,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Viiiage 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: 7/2s-1 REJ m -e. Qualifier/Owner Signatur Date Print Name Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-286586 Scheduled Inspection Date: January 18, 2018 Inspector: Riveron, Alexis Owner: MCHALE, EVELYN Job Address: 9500 NE 12 Avenue Miami Shores, FL 33138 Project: <NONE> Contractor. THE COMPANIES OF R&S INC Permit Number: WS -7-17-1886 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060143640 Phone: 305-2564666 Building Department Comments INSTALLING NEW 37 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Passed d Failed Correction Needed • Re -Inspection Fee NO Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments January 17, 2018 For Inspections please call: (305)762-4949 Page 5 of 33 w z 0 1- U w 0 z 0 w O •moi •• I•• • •• • sneer: • :•S•u A 12 E LL 1 ••ENGIN4I1��• ••��•32020SV P0tCt • • 4Nliami, Fb33S • • _ r� 7.86-547-9401 CA1429 • •••••• • • r• • • • WINDOW SCHEDULE , MARK NO. DESCRIPTION GLASS TINT FRAME COLOR PANEL STYLE WIDTH X HEIGHT MANUF. / MODEL # EFFECTIVE AREA (SQ.FT.) ZONE GCp (+) GCp (-) CALC. WIND PRESSURE REQUIREMENT (P.S.F,) PRODUCT PRESSURE CAPACITY (P.S.F.) WATER INFILTRATION NOTICE OF APPROVAL (N.O.A.) DESCRIPTION - THICKNESS/ TYPE REQUIREMENT 48" �� \"V) -ALUMINUM CASEMENT WINDOW - _ IMPACT RESISTANT 5/16 LAMI (TYPE "2") CLEAR -WHITE X 37" x 53" CGI WINDOWS & - DOORS "238" 13.6 INT (4) +0.98 '_1,08 +41.7 -45.2 +64.8 -64.8- . YES --, _ , 15-0512.19 W3 ALUMINUM SINGLE HUNG WINDOW- IMPACT RESISTANT 5/16 LAMI (TYPE "A") CLEAR WHITE 0 X 37" x 53" CGI WINDOWS & DOORS "110" 6.8 INT (4) +1.00 1.10 +42.5 -46.175 +75 YES 15-0512.10 W4 ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") CLEAR WHITE 0 X 37" x 40" CGI WINDOWS & DOORS "110" . 51 INT (4) +1 00 1 10 +42.5 46 1 +75 75 YES 15-0512.10 WS ALUMINUM SINGLE HUNG WINDOW -IMPACT RESISTANT 5/16 LAMI (TYPE "A") CLEAR WHITE Cr XIX ., 28 g' x 46 }" (DOUBLE) CGI WINDOWS & DOORS "110" 4.7 END (5) +1.00 -1.40 , +42.5 -57.0 +75 -75 YES 15-0512.10 O ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") CLEAR WHITE O O XIX 28 8" x 46,4" (DOUBLE) CGI WINDOWS & DOORS "110" 4.7 END (5) +1 00 _1 40 +42.5 57.0 +75 -75 YES 15-0512.10 12 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") CLEAR WHITE X 18" x 34 CGI WINDOWS & DOORS "238" 4.3 END (5) +1.00 -1.40 +42.5 -57.0 +110 -194.3 YES 15-0512.19 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") CLEAR WHITE X 34 } x 35" WINDOWS & DOORS "238" 8.4- INT (4) +1.00 -1.10 +42.5 -46.1 +107.9 -107.9 YES " _„ 15-0512.19 ALUMINUM FIXED WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "C") CLEAR WHITE 0 97" x 12" CGI WINDOWS & DOORS "130" 8.1 INT (4) +1 00 -1.10 +42.5 -46.1 +80 -80 YES 15-0413.03 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2') CLEAR WHITE X 25;' x 46 g CGI WINDOWS & DOORS "238" 8.2 INT (4) +1.00 1 10 +42.5 -46 1 +99.7 104 3 YES 15-0512.19 i W14A) ALUMINUM FIXED WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "C") CLEAR WHITE O 46 }" x 46 q' CGI WINDOWS & DOORS "130" 15.0 INT (4) +0.97 -1.07 +41.4 45.0 +61.3 61.3 YES 15-0413.03 W14B� (W146) ALUMINUM CASEMENT WINDOW - 5/16 LAMI -CGI .. (TYPE "2") CLEAR CLEARRESISTANT WHITE X 25 a' x 46 q WINDOWS & DOORS "238" 8.2 INT (4) +1.00 -1.10 +42.5 -46.1 +99.7 -104.3 YES 15-0512.19 ED,RESISTANT ALUMINUM FIXED WINDOW - IMPACT ,7/16 LAMI (TYPE "C") CLEAR WHITE 0 19" x 27 CGI W WINDOWS & DOORS "130" 3.6 END (5) +1.00 -1.40 +42.5 -57.0 +80 80 YES 15-0413.03 ALUMINUM CASEMENT WINDOW - ' IMPACT RESISTANT 5/16 LAMI (TYPE "2") CLEAR WHITE X 37" x 50 WINDOWS & DOORS "238" 13'0 INT (4) +0.98 -1.08 +41.8 -45.4 +74.7 -74.7 YES 15-0512.19 ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "2") CLEAR WHITE X 37" x 50 CGI WINDOWS & DOORS "238" 13.0 INT (4) +0.98 -1.08 +41.8 -45.4 +74.7 -74.7 YES 15-0512.19 MULLION SCHEDULE ' MARK NO. DESCRIPTION FRAME COLOR WIDTH XNOTICE DEPTH (THICKNESS) LENGTH ANCHOR TYPE NUMBER OF ANCHORS PER END MANUF. / MODEL # OPENINGS TRIBUTARY WIDTH MULL SPAN CALC. WIND PRESSURE REQUIREMENT (P.S.F.) PRODUCT PRESSURE CAPACITY (P.S.F.) OF APPROVAL (N.O.A.) M5 EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE 1" x 2 (0.125") 48" N/A 2 CGI WINDOWS & DOORS "SENTINEL UNCLIPPED" WS 28 �„ 48„ +42.5 -57.0 +90 -90 14-1103.09 M7 EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT . WHITE 1" x 2 }" (0 125") 48" N/A 2 CGI WINDOWS & DOORS "SENTINEL UNCLIPPED" �� 28 B' 48 +42.5 -57.0 +90 -90 14-1103.09 am EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE, ,, 1" x 4" (0.375") 97" FIG 2 2 CGI WINDOWS & DOORS+42.5 "HEAVY DUTY CLIPPED" 25 e• " 97' -46.1 -62.6 16-0218.04 14 i�i` (W14B) (W14C) EXTRUDED ALUMINUM TUBE MULLION - IMPACT RESISTANT WHITE 1" x 4" (0.125") 46 g B 2 CGI WINDOWS & DOORS+42.5 "CLIPPED" 35 R" 46 }" -46 1 +110 -110 15-0420.08 (M14P) e CW146� (M1468) EXTRUDED PACTINUM TUBE RESISTAN MULLION- WHITE (0'125") 46}" B 2 CGI WINDO "CLIPED DOORS 35 R" 464- 48.1 +110 15-0420.08 �W14B) (W14C) f/2 jA%C-- /4/5/&c.7-7tx> /2-"-Pu//2.47-0 I SCOPE OF WORK: WINDOW REPLACEMENT CONSISTING OF: • 11 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS GENERAL NOTES: 1. INSTALLATION SHALL ,CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 5TH EDITION (2014) AND THE ASCE 7-10 WIND CODE. 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. • • 3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SIVIeB4N STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE •IiE��I IO PRODUCT CONTROLS. • 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. 4LL•O F R OPENINGS ARE NOT PART -OF THIS PERMIT. - •••• 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE MB! :NV, COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO W1HSIAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS H.OVig• 05E1N PERFORMED TO VERIFY THEIR ADEQUACY. • • • • • 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLFiAR HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ. RT. (54 St FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISHED FLOOR. WIND LOAD CALCULATIONS CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2 WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = BUILDING CLASSIFICATION = IMPORTANCE FACTOR (I) = WIND DIRECTIONALITY FACTOR (Kd) = HEIGHT OF HILL OR ENTRAPMENT (H) = TOPOGRAPHIC FACTOR (Kzt) = MEAN ROOF HEIGHT (h) = 175 MPH C I I ENCLOSED N/A 0.85 N/A 1.00 20 FT VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) = 0.90 PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCpi) PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCp) ± 0.18 (NOTE 1) BUILDING "W' AT NARROWEST DIMENSION = 44'-0" CORNER DISTANCE FOR ZONE 5 (a)= 4'-4" (MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h) BUT NOT LESS THAN 4% OF THE NARROWEST DIM. OR 3 FT.) 0.1 X 44'-0" = 4'-4" 0.4 X 20'-0" = 8'-0" 0.04 x 44'-0" = 1'-9" a = 4'-4" VELOCITY PRESSURE EVALUATED AT HEIGHT z=h (qh) qh = .00256 (Kh) (Kzt) (Kd) (V^2) qh = .00256 (0.90) (1) (0.85) (175^2) qh = 59.98 PSF DESIGN WIND PRESSURE (p) (LOW RISE BUILDING AND BUILDING LESS THAN SOFT) p = (0.6)qh[(GCp) - (GCpi)] (PRESSURE) p = (0.6) 59.98 [GCp(+) - (-0.18)] (SUCTION) p = (0.6) 59.98 [GCp(-) - (+0.18)] NOTE: 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. •• 1- z w 2 w J wQ 0 z_ • • •••••• • • a) N 1.1.1 z O 0 LC) 0) CO co co c) J LL- CD LN 0 E CD U a) U) a) a) co U 2 UARDO A. SUAREZ P.E. LICENSE #64759 7b Z/(7 - Date: 07-07-17 Project Designer E.A.S Drawn By E.A.S. Checked By: E.A.S. Submittal PERMIT SET Drawing Title: GENERAL NOTES, CALCULATIONS AND SCHEDULES Sheet: 1 of 3 a • p NOT PART OF PERMIT CD CD DEN COVERED TERRACE 0 NOT PART OF H PERMIT as.a fx w Oa z KITCHEN DINING ROOM NOT PART OF NOT PART PERMIT STAIR OF NOT PART OF NOT PART OF PERMIT PERMIT LIVING ROOM M14B LL 0 H Q (W14C - NOT PART OF- o a W15 PERMIT COVERED TERRACE ,II GROUND FLOOR PLAN FAMILY ROOM M14 y M14 BEDROOM EGRESS 0 cc Q� as I- a 0 z 0 F- I- ce g as Lu I— a 0 z BATH �W14A W14B) SCALE: 1/8" = 'ERMIT #: A' Miami Shcres Village APPROVED BY ,. DATE ZONING DEPT ' BLDG DEPT _____rtr: SUBJECT '10 CCMPUPNCE WITH ALL FEDERAL STATE AND CCUN-IY RULES AND REGULATIONS W12 RECEIVED JUL 2 5 2017 42/1 1 I 11.—(1 0—a D --a O PERMIT PERMIT PERMIT I - I -- cc a • w BEDROOM STAIR MASTER ~O a BATH z NOT PART OF NOT PART OF NOT PART OF 0 I— I— CC 2Q a -w 0a z BATH a 0 ce a• w O a z BEDROOM NOT PART OF PERMIT w 0 w to w IY 0 w 0 MASTER 1- BEDROOM a w I- a 0 z NOT PART OF NOT PART OF NOT PART OF PERMIT PERMIT PERMIT a • • • . • •. • • .••• • • •••• • • •• •• • • • • • •• • • • •• • GEO SECOND FLOOR PLAN W34 SCALE: 1/8" = 1-0" • •• ,..�. J • • •tNGIN% g. • • •' 020 SWIM Go'•• •1iami,FLt38f5E•• 7r-547-9401 CA Zd429 • • • • ••• • • • •• WINDOW REPLACEMENT 9500 NE 12th Ave CO M M M J LL vi 2 0 C/) E ca EDUARDO A. SUAREZ P.E. LICENSE # 64759 71(21/7 ,. Date' 07-07-17 Project Designer E.A.S Drawn By E.A.S. _ Checked By' E.A.S. Submittal PERMIT SET Drawing Title: FLOOR PLAN Sheet: 2of3 • W5 CD ■■■ ■N■ ENE NOT PART OF PERMIT ■■■■■■ ■■ ■■ ■■ ■■ ■■ ■■ air: it DCIIIII I ME NOT PART OF NOT PART OF NOT PART OF PERMIT PERMIT PERMIT �o 00 NOT PART OF PERMIT 1•• NOT PART OF PERMIT M14B M14 M14A (W14c) (W14B) (W14A) IEEE NOT PART OF EAST ELEVATION (FRONT) PERMIT • . • •• • ••.. • • • • •• •• •.• • • SCALE: 1/8" = 1'-0" • NOT PART OF PERMIT NOT PART OF PERMIT I11 11 11 ■■■ MEM ■■■ NOT PART OF PERMIT ■■I■■-■■, MINI ■■M■■ ■■ ■■-■■ ■■ ■■■I■■ NOT PART OF PERMIT NOT PART OF PERMIT WEST ELEVATION (REAR) NOT PART OF PERMIT NOT PART OF PERMIT NOT PART OF PERMIT SCALE: 1/8" = MEM MINI■ .. . NOT PART OF • PERMIT 111 NOT PART OF PERMIT ■W■ MINIM OTV-4) NOT PART OF PERMIT MIN MEM ■■■ ■■■ NOT PART OF PERMIT SOUTH ELEVATION (LEFT) NOT PART OI PERMIT NOT PART OF PERMIT -- NOT PART OF PERMIT N. -- 22 NOT PART OF PERMIT ❑❑ 00 Lib M7 1 1 • • • •• • NOT PART OF PERMIT NORTH ELEVATION (RIGHT) SCALE: 1/8" = 1-0" SCALE: 1/8" = NO.: REVISION DESCRIPTION DATE: En Teer: • • s• U A R•e� • ENGINEERS 1 •• 12020 S 7 Ct • , • • • •Miami, FL 131tbr • • 7864647-94010 0002/429 • • •• • • 4•• • • • • • EDUARDO A. SUAREZ P.E. LICENSE # 64759 Date: 07-7-17 Project Designer' E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: ELEVATIONS Sheet: 3of3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGIWindowamoors; 1af TO 25` (Miami, EL 317 ) SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by j ; guthor ttx •••• Having Jurisdiction (AHJ).' This NOA shall not be valid after the expiration date stated below. The Miami-Daele' eenty Proddet:Contral..: • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade'Cbffity) reserve the richt . to have this product or material tested for quality assurance purposes. If this pro$uct or material fails 'to • perform in the accepted manner, the manufacturer will incur the expense of suclLitg t3 tg and th AHJ mta : • .. immediately revoke, modify, or suspend the use of such product or material witlaisfthy lr jurisciiatuc�t. R$ reserves the right to revoke this acceptance, if it is determined by Miami -Dade. County Product Control • • Section that this product or material fails to meet the requirements of the applicable buAing cede. This product is approved as described herein, and has been designed to comply with.the Flbricia lluildim.. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Code, including the High Velocity Hurricane Zone. . •. ION: Series "Sentinel 110"Aluminum Sing a ua g_ rndow-, .M. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. ISSILE NIPACT RATING: Large and Smallissilg inpaet Resistants 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 NOAO 14-0915.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY APPROVED 1)15 X'*to ,i 0512 l U Expiration Date: September /272(12-0) Approval Date: August 062O15 Page 1 f CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading.per FBC TAN Z02-94 2) Large Missile Impact Test per FBC, TAS /0/:94 • • .• 3) Cyclic Wind Pressure Loading per FBC, T•4S.203-94 •• alongwith marked-updrawings and installation diagram of a�11�7500rVC f xed: window, to qualify DuPont "Butacite" PVB interlayer, DuraseaM'And Sp .pace 14• • • insulating glass spacer, prepared by Certified Test Laboratorian ¶t Reperto. • CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh•C. Patel; P.E' 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pet EBC T•AS.;02-94 •• 2) Large Missile Impact Test per FBC, TAS p1,-49.4 . 3) Cyclic Wind Pressure Loading per FBC, TAS 21D3-94•••. ; • along with marked -up drawings and installation diagram of a series 7400 PVt project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 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 a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) E-1 G Manuel P , P.E. Product Contro E miner NOA No. 15-0512.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 • f 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE ...• • . • .... 1. Miami -Dade Department of Regulatory and Economic Resouroos (IZER)..•.• • MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amain, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated„5J15, eVii..ng on . • • •• • • 07/04/18. • • • .. .. •. •• • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Antet'im Inc. fortheir "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/E6...:. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Ch't tc41 Co u any (M i}• • • � for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers ntith PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and. Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. • •• F. STATEMENTS 1. Statement letter of conformance, complying with FBC-SL' E 1 ), an. of no maneial interest, dated 08 6 14,_issued .y • - arooq Corporation, signed anctsealed $y Jav Ahmad,- 7) _u mrttetl under prevcousNOA Nv74=0915:06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010,'signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window-.L.M.I. approved 'on 02/05/15 and expiring on 09/22/20. E-2 Manuel P ez, .E. Product Control iner NOA No. 15- 12.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 6" MAX. HEAD/S1LL CORNERS 47 7/16" D.L.O. (VENT) 50 1/4" 1. T FALSE MUNTINS (SURFACE APPLIED) OPTIONAL MTG. STILES (o N VENT WIDTH L FLANGE __& FLANGE ADAPTOR FRAME io CO W <m O 0 n 5 1/2" MAX. HEAD/SILL 'CORNERS SE SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAM1—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 'WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE _STRUCTURE. _ _ _ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE--FLORIDA-BUILDING CODE. M r X 6 1 c D1 J 6 52 1/8" BUCK WIDTH v 47 7/16" a -,:-: D.L.O. (FIX. LITE) 20 9/16" MAX.. • b 1 0 ! H J 111 1I 1 i 1 \ M• O . I B a I /. / 1 - I 1 C1 _ I 1 2 w t. VENT HEIGHT 33 3/4" D.L.O. (VENT) © m • • c2 u 11 /. . M N. to 1-t-- 1/ / I 4 I II 1 47 7/16" D.L.O. (VENT) 50 1/4" 1. T FALSE MUNTINS (SURFACE APPLIED) OPTIONAL MTG. STILES (o N VENT WIDTH L FLANGE __& FLANGE ADAPTOR FRAME io CO W <m O 0 n 5 1/2" MAX. HEAD/SILL 'CORNERS SE SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAM1—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 'WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE _STRUCTURE. _ _ _ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE--FLORIDA-BUILDING CODE. M r X 6 1 c D1 J 6 52 1/8" BUCK WIDTH v 47 7/16" a -,:-: D.L.O. (FIX. LITE) 20 9/16" MAX.. • b 1 0 ! D/SILL 1 1 1I '/ 1 6 0 1 1i a 1 1 C1 _ It 6 1 // 1 1 u • • c2 1t it /• // // FALSE MUNI1NS (SURFACE APPUED) 7 - OPTIONAL 5'1/2" MAX. HEAD/SILL CORNERS -J X m a 52 1/8" BUCK WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" MAX. HEAD/SI • • • • 4 RQ • • 4••i •••4 410 •..l • ••.+ • • • • • • •. • N m <ce 0 FALSE MUNTINS (SURFACE APPUED) OPTIONAL VENT WIDTH EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION FIN FRAME LAMINATED GLASS INSULATJNG LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT Engr: JAVAD AHMAD CIVIL FLA- 70592 C.A. 3538 2015 PRODUCT REVISED "T as complying with the Florida Building Code Acceptance No IP'Ll720.j o nation Date T t'Y 4vFO Dude 'roducl , tr. I3y Minn C w Q $ O; 0 O do.tt z••. • a0WCI Q aQg.N • h • N�• lanpi-44.3 C 0 0 O J O 0 vi -J 0 w w V) it w • • ••• • • • •• to Ow p � N V I y' M 0 Jo Z z• � 30 O U-� FAX. (305) 593-6592 0 N to M to 0 c ) if; 0 c 0 0 _ 0 In UPDATED TO 2014 FBC NO CHANCE THIS SHEET A v ro 0 1) 0 al 0 O 0 0 a CD 0 c 0 0 1 0 ✓ a N.0 .Ui a0 .�, ai drawing no. W10-03 sheet -1 of 9 • • • 0 • b 1 b I /. �, 1 • . a 1 1 • • c2 1t it /• // // 11 , 1 —11 I 1 1 • • • • 4 RQ • • 4••i •••4 410 •..l • ••.+ • • • • • • •. • N m <ce 0 FALSE MUNTINS (SURFACE APPUED) OPTIONAL VENT WIDTH EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION FIN FRAME LAMINATED GLASS INSULATJNG LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT Engr: JAVAD AHMAD CIVIL FLA- 70592 C.A. 3538 2015 PRODUCT REVISED "T as complying with the Florida Building Code Acceptance No IP'Ll720.j o nation Date T t'Y 4vFO Dude 'roducl , tr. I3y Minn C w Q $ O; 0 O do.tt z••. • a0WCI Q aQg.N • h • N�• lanpi-44.3 C 0 0 O J O 0 vi -J 0 w w V) it w • • ••• • • • •• to Ow p � N V I y' M 0 Jo Z z• � 30 O U-� FAX. (305) 593-6592 0 N to M to 0 c ) if; 0 c 0 0 _ 0 In UPDATED TO 2014 FBC NO CHANCE THIS SHEET A v ro 0 1) 0 al 0 O 0 0 a CD 0 c 0 0 1 0 ✓ a N.0 .Ui a0 .�, ai drawing no. W10-03 sheet -1 of 9 • • • EQUAL LITES=WINDQWSj ESI_GN_LOAD CCAPACITY.. ..,P,SFI FLANGE DIMS. BUCK DIMS. GLASS. 'YPE32A'&'A1' GLASS TYPES '13'&111' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1 Nr.(-) EXr.(+) 1 NT.(-) 19-1/8" 26-1/2' 37' 49" 53-1/8" 26' 18-1/8' 25-1/2' 36" 48" 52-1/8" .. 75.0 75.0 80.0 85.0 75.0a 75.0 75.0 80.0 85.0 25" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2' 37" 49" 53-1/8" 38-3/8" 18-1/8' 25-1/2' 36" 48' 52-1/8" 37-3/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2' 50-5/8 18-1/8" 25-1/2" - 36" - 48" 52-1/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.Q 37' I 49-5/4� 5 0_ i75.OJ 80.0 _ _ 85.0 49" 53-1/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2"25-1/2' 18-1/8' 62' 75.0 75.0 80.0 85.0 75.0 75.0 60.0 85.0 3T [ 83`! 36' 75..0_ 75.0 j 80.0 85.0 49" 53-1/8" 48' 52-1/B' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2" 37" 49' 53-1/8' 76" 18-1/8' 25-1/2" 36' 48" 52-1/8' 75' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8' 26-1/2" 37' 46-1/2" 65' 18-1/8" 25-1/2" 36" 45-1/2' 84' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 WIDTH E 1&L UT_ES) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 UNEQUAL LITES TIINDOWS DESIGN LOAD CAPACITY - PSF E DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'&'A I' GLASS TIP '' B'&BI' WIDTH -3GHT WIDTH HEIGHT 'A' DIM. EXT.(+) 1NT•(-) EXT.(+ 1NT•(-) 53-1/8" .. 52-1/8" 75" 36-1/4' 75.0 75.0a 85.0 49" 79' 48' 78" 39-1/4' 75.0 75.0 80.0 85.0 26-1/2' 31' 33" 37' 43' 85' 1/2' 30 32" 36` 42" 84' 70-5/8' 75.0 75.0 80.0 85.0 63-5/8' 75.0 7 • 80.0 85.0 60" 75.0 5.0 80.0 ' 85.0 53-1/2' 75.0 75.0 80.0 85.0 45-1/4' 7 a 75.0 80.0 85.0 WIDTH FLANGE DIMS. BUCK DIMS tFLANGE F`fA�iil FLANGE DIMS BUCK DIMS EQUAL LEG FRAME BUCK DIMS - FIN FRAME BUCK DIMS - Xz" TYP. • ir EFLANGE ADAPTOR FRAME FLANGE DIMS UNEQUAL LITES (ORIEL TYPE) Engr: JAVAD AHMAD __CML - -- FLA. E # 70592 C . 538 o ••• • _ • •• •• • • • • • • • •• -PRODUCT REVISED- -- as as complying wish the Florida Building Code 1S-0512.+10 Acceptance No iRxirationDate 2020 Mian' 1 do Product Commit rm 0 0 I 0 0 Q 2 0' I o o o No • ga va QIAA 3d.N to FAX. (305) 262-6978 110 ALUM S.N. WDW. (L.M.I./S.M.I.) w 6 v) W LO w r a CJ • • rn In M a ar O LJ Oin • NM `° O •M r7 CI N Zz� • o Q Q ••• • • • •• c vi 0 rn L c 0 a U co 4) UPDATED TO 2014 FBC NO CHANGE THIS SHEET 4) 0 0 I0 0 0 0 0 0 c 0 0 0 0 14 0 Or 0 drawing no. W10-03 sheet 2 of 9 Z iv 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" interlayer Kuraray SentryGlas By 'Kuraroy Arnerica, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray Arnerica, Inc.' 1/8" ANN. GLASS 0 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLA( SS TYPE 'A' YEMCJAM GU1SS' S.M.I. )) 1/8" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR • 090" Interlayer Kuraray SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'El' 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS 00 z 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core O'Eastman Chemical Co.' R .090' Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGlas By 'Kuraroy America, Inc.' OR .090" Interlayer Kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW, CORNING 995 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL. LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING —EXTERIORPLY OF GLASS TYPE 'A1' & 'B1'"MUST -BE TEMPERED. (L.M.I ONLY) 0. a1 z 1/8" HEAT STREN'D GLASS .075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer Kuraray SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Kuraroy Butacite PVB By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 0.70" OVERALL INSUL. LAM. GLASS Engr: JAVAD.AHMAD CML FLA. P 70592 C.A. 538 - PRODUCT -REVISED as complying with the Florida Building Code Acceptance No i '0 piral ion Date By 3 0 2015 "al • • • •• .•• • • •••• • •.•• . • •• •• • • . • 1 • • • • t SERIES SENTINEL • ..• • •• 410 (I1 re O O 0 3 O 0 z C9 U FAX. (305) 593-6592 0 .; O �., �L 0 Qt 8 0 0 U INTERLAYER k SPACER REV. .0 tu 0 0 0 0 O ori O 0 c m 0 O o- rV 0 1 0 8 .o u c drawing no. W10-03 sheet 3 of -9 • • • 4 0 E1 W 1BY WOOD BUCK a• -4 Q 4• . a 6 O J 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING •EOGEo.DIST. •• - SCREENS OPTIONAL SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL VENT HEIGHT -- pEDGE DIST. v 1BY WOOD BUCK • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 =WA j imp" METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING ............ FLANGE, & FLANGE ADAPTOR FRAME t TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8' MIN. • \ \ WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23/8". THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING rr MIAMI-DADE COUNTY APPROVED ' MULUON & MULLION ANCHORS 1 SEE SEPARATE NOA I EDGE DIST. 1 JJ TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI) f1 j4" 0!A" (LTRAOOWB `'ELCO'(Fung177 KSI, Fy=155 KSI)= t TO 2BY WOOD BU_C.KS OR WQ(}©=S-tki CTURES M1N=P_ENETRATIONT.INT W001 s, RAJ 1•`( BUCKS I'ITO CONT OR_MASO RN Y 1-1 4-M131=EMBED_INTO C( NC OR_MASONRY,i . • • •• •• • • •••• • • •••• • • •• •• • . . • .• • • • • • •• • IRECTLY INTO -CONT. OR)MAS »IRY) /4" N{"1N: EMBED INTO CONC. OR _MASONRY; #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) {TYPICAL EDGE DISTANCE) NTO CONCRETE ND MASONRY 2j_,_INr,. (TM1iI4 W00D4'STRUCTU•REE fl1" yoN.! (INTO =METAL STRUCTURE) e ciA WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn = 2000 PSI MIN. PRODUCT REVISED as complying with the Florida - Building Code Acceptance No ;ration Date -7744# 41, By U 1 - - Miami ade Product Cot Engr: JAVAD AHMAD CML FLA. PE 70592 C.A.N 3538 0 2015 052.10 2020 V M 0 J 0 J z 0 0 O 1- Q 2 0. �y • J re f7 O t 0 Q t~i to o o stka;i • N M _1 ') aEA•P . . • •• • )4 F w cnw it w N • • • • ••.• • • •• fn Ow O cn N r O � O Zz • 0 - 0� r Q U 0� 0 M .. 0 N O .N O a 0 co 0 0 a UPDATED TO 2014 FBG NO CHANGE THIS SHEET .0 46 0 0 0 0 0 N 0 m 0 0 0 0 l" u .0' 0 v , 0 r su drawing no. W 10-03 sheet -4 of- g ;• • •••• • • •••• .• • • • 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS 1/4" MAX RANG & FLANGE ADAPTOR FRAME SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS 1/4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH MIAMI—DADE COUNTY APPROVED MULLION St MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH #14 X 1 FH. SMS. FLANGE ADAPTOR FRAME c'1 . . • • . •. • . . . •. •... . .. • • • • •• INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N1 3538 ►I 1f : t 2015 -PRODUCT REVISED as complying with the Florida I3uilding Code ! 0 ' 7. Acceptance No !•O5 , u iralion Date By M 4111 ✓./. ,.r. : r' Product • tr A COMP -AN L\W10-03CG1 r .• . 0 vi -J Q W w w . • 0.1• N ID• . of .. In 0 0 in M N 0 v (1i c 0 0 C 0 47 a 0 4) '0 UPDATED TO 2014 MC 0 z to 0 v 0 ri 0 a_ ai 0 a 0 `J 0 c 0 O 0 s r 0 0 .01 e drawing no. W1 0-03 sheet 5 -of 91 • • • —. . ...• • • • • • • • 18Y WOOD BUCK • • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EQUAL LEG FRAME MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. \_ TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS BUCK WIDTH K WIDTH MIAMI—DADE COUNTY APPROVED MULLION dc MULIJON ANCHORS SEE SEPARATE NOA BUCK WIDTH SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL #14 X1" FH. SMS. E. •L LEG FRAME CAN BE INSTALLED DIRECTL TO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. 2 3/8" MIN. •DD • EDGE TYPICAL ANCHORS SEE ELEV. " FOR SPACING WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING _ PRODUCT REVISED as complying with the Florida Building Code Acceptance No f • • i2.10 'ratio Date ! Icy. de Product Control sheet 6 of _9 ILLU EXT. 0 NT. FINISHES NOT BY TWE DTLS. ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING FIN FRAME BACKBED CAULKING TYPICAL ANCHORS: SEE ELEV. FOR SPACING #S SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL WOOD STRUCTURE NOT BY CGI BUCK HEIGHT 1/4' MAX. GAP 1/2" MIN. 1/2" MIN. BACKBED CAULKING HOUSE WRAP NOT BY CGI EXTERIOR D.L. OPG. BACKBED CAULKING HOUSE WRAP NOT BY CGI :.• ODUCT REVISED as • nplying with the Florida Buil s Code Acceptan• o 15.0512.10 B '' .tion By Miami ade Product TYPICAL ANCHORS SEE ELEV. -- -FOR SPACING — drawing no. W10-03 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El CG1-100 I FRAME HEAD 6063-T6 - E2 CGI -101 1 FRAME SILL 6063-T6 - E3 CGI -102 2 FRAME JAMB 6063-T6 - E4 CGI -103 1 MEETING RAIL 6063-T6 - E5 CGI -104 1 LOCK RAIL 6063-T6 - E6 CGI -105 1 HANDLE RAIL 6063-T6 - E7 CGI -106 2 SASH RAIL 6063-T6 - E8 CCI -107 AS REQD. 5/16" GLAZING BEAD 6063-T5 - E9 CGI -108 AS REQD. 0.700" GLAZING BEAD 6063-15 - El0 CGI -109 AS RECD. FRONT FLANGE ADAPTOR 6063-T6 - El1 CGI -110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - E12 CGI -135 1 FLANGE FRAME HEAD 6063-T6 - E13 CGI -136 2 FLANGE FRAME JAMB 6063-T6 - •• •'y - E14 _ CGI -137 _ 1 _ FLANGE FRAME SILL _ 6063-T6 .. y - E17 CGI -605 OPTIONAL SCREEN FRAME 6063-T5 - ' ••.. • y M1 CGI -382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - •••• M2 CGI -111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. • M3 CGI -112 AS REQD. EQUAL LEG COVER/SHIM, 3' LONG AT ANCHOR LOCATIONS PVC •• •• - • M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHOFCE A' ; M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. • • - • • M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. •' • M11 W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -129 1/ WDW. EGRESS LOCK ALUM. SULLNAN M13 CGI -131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN - D BULB -T SLOT PVC ULTRAFAB OR EQUIV. M15 CG1-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI -130 2/. WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUN. M18 CGI -132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUN M23 CGI -134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 54 - 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 - 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - S6 - 2/ LOCK # 6 X 1/2" LG. FH. SMS. 0 CGI -133 & CAM LOCK - - Engr: JAVAD AH MAD :CML FLA. PE # 70592 C.A.N. 3538 15 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 -0 1 Bx,irati/on Date ' 4[7.. P MiamBy�./ 1 ade Product l 0 r) 0 0 J a O 0 „• ••• ._-. • • • '• • N a) Vi • In co • 1 M co ul 0 Z 0) J 0 J w F w to w c W v) • '• •••• ) • • .•••• • • • Ce .F • W Q O ") O W 0 Ge u_ tn- r- 3cVM `° o .M M O � Zz�.. O 0o � Q d 0,m �• (n G 0 L_ c O a L 0 N 0 0 W UPDATED TO 2014 MC NO CHANCE THIS SHEET O 0 D 0 0 0 0 0 0 0 0 C a m U 0 N 0 0 v u drawing no. W10--03 (sheet 8 of 9 VENT TOP CORNER ORNER • • • . . •• • • ..•. • • •••. • • •• •. • • • • • . •• • .180 VENT BOTTOM CORNER Engr: JAVAD AHMAD C L FLA. PE # 70592 C.A.N. 3538 i! 02015 PRODUCT REVISED as complying with the Florida Building cpCode ' � � EA Acceptance No pirat mi Date..17.45v= 'I&2020 r ` Mii Dade Produe s co O $ Q N a� v eg 0 O 3 O D a 012 0 • Q u••Ifl 1L '16 MI J�MQ J C9 0 M 0 0 Q 0 0 0 C -J 0 w Z (/)w LU w r • • • • Cs, rn • to M o, V). • - ct • • in O L.LJ 0 1- eki c1/41 0 1n - r' • Ntrj ro o .'Jr ZZ� o0 5.. Q c8i o - co c 0 .N c0 1 0 F 2 NO CHANGE THIS SHEET • 0 0 0 M 0 0 0 g 0 1c m 0 c C4 L a u drawing no. W 10-03 •� • • •. • (sheet 9 of 9-) - - • -- .065 - -- - FRAME FRAME �1 TOP ( BOTTOK 2.505 2.505 1.745 -� 811 1.550 1.680 I -� 811 1.245 .745 .065 NP. .745 .065 TYP. ® FLANGE 1.015 FRAME HEAD .050 ® NAIL - 1.395 FIN ADAPTER E1 FLUSH 1.015 FRAME HEAD 1.583 - 1.583 - - 1.007 - .065 _ lYP. - - .745 - - - - - .065 TYP. 1.368 .065 _ TYP. 2.113 1.015 3.675 1.429 3.175 1.429 3.175 E4 MEETING L1.220 -.1 RAIL .500 1.000 500 2.505 E2 FLUSH FRAME SILL 1 220 2.505 FLANGE FRAME SILL 1.043 p I 1.788 1.3011 .500 1.301 2.440 065 TYP. 065 2.440 065 . a E5 1.015 LOCK RAIL F� 1.015 1.015 - L__ .745 - - .745 2.195 2.846 ® FLANGE FRAME JAMB E3 FLUSH 2.346 FRAME JAMB 1.043 1.892 .065 TYP 490 .120 -1 r 705 .050 TYP. 70 5 -.I E9 .700" .050 TYP. .864 1 GLAZING BEAD -d E6 1.015 L.-- HAND RAIL -,1 E8 5/16" GLAZING .864 BEAD -1.395 .745 - _ 1.395 tr 3 .180 r____ { 1.449 �Il -ikti---1-1.025 - I .293 - 1.450 b .065 1•015 0503.-- 065 M3 -FLUSH FRAME- � COVER - - �- .550 Z - -FLANGE-ADAPTOR .050 .060 1.413 -e - - SCREW COVER- - - - - 0- - - SASH RAIL - VENT TOP CORNER ORNER • • • . . •• • • ..•. • • •••. • • •• •. • • • • • . •• • .180 VENT BOTTOM CORNER Engr: JAVAD AHMAD C L FLA. PE # 70592 C.A.N. 3538 i! 02015 PRODUCT REVISED as complying with the Florida Building cpCode ' � � EA Acceptance No pirat mi Date..17.45v= 'I&2020 r ` Mii Dade Produe s co O $ Q N a� v eg 0 O 3 O D a 012 0 • Q u••Ifl 1L '16 MI J�MQ J C9 0 M 0 0 Q 0 0 0 C -J 0 w Z (/)w LU w r • • • • Cs, rn • to M o, V). • - ct • • in O L.LJ 0 1- eki c1/41 0 1n - r' • Ntrj ro o .'Jr ZZ� o0 5.. Q c8i o - co c 0 .N c0 1 0 F 2 NO CHANGE THIS SHEET • 0 0 0 M 0 0 0 g 0 1c m 0 c C4 L a u drawing no. W 10-03 •� • • •. • (sheet 9 of 9-) - - • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) oars) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cqunty Pit jis t ontrol . • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade• Colirlly) reset -we the right • to have this product or material tested for quality assurance purposes. If this prock#•or material=fails r t • • • • perform in the accepted manner, the manufacturer will incur the expense of suclettStitig and the•AHJ ma : immediately revoke, modify, or suspend the use of such product or material within' itie`ir jurisatoticla. RE reserves the right to revoke this acceptance, if it is determined by Miami -Dade tourity Product:�ontrQl;' Section that this product or material fails to meet the requirements of the applicable ttAltng code.' This product is approved as described herein, and has been designed to comply with.the Florida Building Code, including the High Velocity Hurricane Zone. • 1 • PES RIPTION:Series"Sentinel 130" Aluminum ixe in ow` .M.I. • • • • • APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Wincew (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. ' ISSILEIMPACT RATING: Large and Small Missile Impact Resistants LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • • MANMADE COUNTY APPROVED ‘NOA No. 130413;03; (Expiration Date Septemberz,'.020 (Approval DateLJune 25, 2015,) Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC T4 .M-94 2) Large Missile Impact Test per FBC, TAS 201-94. • • • • 3) Cyclic Wind Pressure Loading per FBC, T4K;Q)-94 •.; along with marked -up drawings and installation diagram of a serids?500 PVC fixed • window, to qualify DuPont "Butacite" PVB interlayer, Durasql®Paid Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories; refit Repot 1Vq. CTLA-3056 WA, dated 03/03/15, signed and sealed by RamegIj' .Pate1,•$F. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading tompLiC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 281-94• • 3) Cyclic Wind Pressure Loading per FBC, TSVd3-94 ; . . • • along with marked -up drawings and installation diagram of a series 7400 PVe4roject out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 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 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) aftted0/ Manuel ' • Cz, P.E. Product Cantr ambler NOA No. -0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-1 { CGI Windows & Doors C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) .••••• E. MATERIAL CERTIFICATIONS •• ..•• • • . •. • .•. • .• • • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Ae uours & Co., Ino. . for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expirii g on1'1117. . 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DdNelnours & to. , Inc. • for their "DuPont Butacite® PVB Interlayer" dated 04/11/1 ,e yiring •du.P2i l 1/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chem oal:Company (MA) • • for their "Saflex Clear and Color Glass InterIayers" dated 0;19/14, exp#tip4vn 05/21/16. a • 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical CompaityxMA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. • • • F. .STATEMENTS 1. Statement letter of conformance, complying wiTITSPK..51h Edition (2014),tand_of no; financia –interest, dated_July-18, 2014, issued by Alr,Farooq Corporation, signed—aril sealed by Javad"Ahmad, (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. .Abraham, P.E. (Submitted under NOA No10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — -L.M.I. approved on 10/16/14 and expiring on 09/22/15. E-2 cot! te‘) / Manuel Per '.E. Product Control E er NOA No. 15-0 ' " 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 rn 6" MAX. HEAD/SILL CORNERS _ 49" FLANGE WIDTH D.L. OPG. 18" MAX. SHORTER SIDES 1•••• tFLANGE &1 FLANGE ADAPTOR FRAME 48" BUCK WIDTH D.L. OPG. Y 0 w 2 0 07 0 O O FALSE MUNTINS (SURFACE APPLIED) OPTIONAL I I II II II I I I I I I II II II %D" • S/04 -7D f�T .% - IL SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM: IS -PRODUCT- HAS-BEEN DESIGNED AND TESTED TO COMPLY WITH THE,„....‘ EQUIREMENTS OF THE FLORIDA_BUILDINGCODUNCLUDING-HIGH_VELOCITY U RICANE ZONE (HVIZ); - WOOD- BUCKS, BY OTHERS,-MUST'BE ANCHORED PROPERLY TO TRANSFER - LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT —COME-INTO CONTACT -WITH' OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. B1 4 4 8" MAX. SHORTER SIDES - i0 ce alto 0 'o 0 EQUAL LEG FRAME W. LENGTH WINDOW WIDTH I I WINDOW WIDTH i` 0) 0 w w 0 -1 a 0 49" FLANGE WIDTH D.L. OPG. 11 T I / / L % _LL _ -r T 7 4 N W W 0 o OV) 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH W. LENGTH 18" MAX. SHORTER SIDES 1.. 0 m TYPICAL ELEVATIONS ANCHOR SPACING SHOWN -HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 ''FOR FIN FRAMES. 96" • • • BUCK'HEIGHT • D.L. OPG.' • •••i ••• • • O O II II H _II_ 1 11 — 1L---- 11 11 11 II /� II 11 0 II 11// II II 11 II 11 '% 11 11 JL--__ 11 11 11 11 �� 11 6" MAX. CORNERS WINDOW WIDTH - WINDOW WIDTH — — WINDOW WIDTH THESE WINDOWS FOR. LA ARE RATED RQE�& SMALI_MISSILE:IMPACT.3 (SHUTTERS.ARE_NOT REQUIRED) W. LENGTH WINDOW WIDTH 1 ----i J L W. WIDTH { E I - 1 L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED -BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 0 0 z 17" MAX. PAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" Engr: JAVAD AHMAD CML FLA. PE70592 C.A.N. 538 STRAIGHT SIDES LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Code /5-�4i 2 Acceptance No ,'ration Date �).] • ade Product Control. By Miami C9 0 N 0 0 3 J Z a 0 0 • •••• •• • • , • • • • • ice( • • • • • ••• •1••• • • • r-. • c1 • • - J • 1•••• M• • 0)•/ •••• • • • Ir)• • O LI O w OE 00 N1.0 Nrj 0 N) M Z_z� p -M cn o� .. •••• • • FIXED WINDOW u, tn 0 in4 0 y .5 0 0. 0 y a) W S Y z 0 0 2 UPDATED TO 2010 FBC UPDATED 70 2014 FBC NO CHANGE THIS SHEET 0 CO N 0 O 0 N 0 0 0 c 0 0 J date: 01-30-10 Its 1ti V c 1. .drowing no..\ W1 0----;02 (sheet 1 of 6 1 FLANGE HEIGHT D.L. OPG. o I 1 a I_ 1 I 1i 1 1 1 1 1 rr - If II / I. /, // _ __JL ter % 1 -r II 11 11 1 11 - -LI r tl- -r I -IF --LL-- 1 II © 0 - t 1 - 1•••• tFLANGE &1 FLANGE ADAPTOR FRAME 48" BUCK WIDTH D.L. OPG. Y 0 w 2 0 07 0 O O FALSE MUNTINS (SURFACE APPLIED) OPTIONAL I I II II II I I I I I I II II II %D" • S/04 -7D f�T .% - IL SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM: IS -PRODUCT- HAS-BEEN DESIGNED AND TESTED TO COMPLY WITH THE,„....‘ EQUIREMENTS OF THE FLORIDA_BUILDINGCODUNCLUDING-HIGH_VELOCITY U RICANE ZONE (HVIZ); - WOOD- BUCKS, BY OTHERS,-MUST'BE ANCHORED PROPERLY TO TRANSFER - LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT —COME-INTO CONTACT -WITH' OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. B1 4 4 8" MAX. SHORTER SIDES - i0 ce alto 0 'o 0 EQUAL LEG FRAME W. LENGTH WINDOW WIDTH I I WINDOW WIDTH i` 0) 0 w w 0 -1 a 0 49" FLANGE WIDTH D.L. OPG. 11 T I / / L % _LL _ -r T 7 4 N W W 0 o OV) 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH W. LENGTH 18" MAX. SHORTER SIDES 1.. 0 m TYPICAL ELEVATIONS ANCHOR SPACING SHOWN -HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 ''FOR FIN FRAMES. 96" • • • BUCK'HEIGHT • D.L. OPG.' • •••i ••• • • O O II II H _II_ 1 11 — 1L---- 11 11 11 II /� II 11 0 II 11// II II 11 II 11 '% 11 11 JL--__ 11 11 11 11 �� 11 6" MAX. CORNERS WINDOW WIDTH - WINDOW WIDTH — — WINDOW WIDTH THESE WINDOWS FOR. LA ARE RATED RQE�& SMALI_MISSILE:IMPACT.3 (SHUTTERS.ARE_NOT REQUIRED) W. LENGTH WINDOW WIDTH 1 ----i J L W. WIDTH { E I - 1 L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED -BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 0 0 z 17" MAX. PAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" Engr: JAVAD AHMAD CML FLA. PE70592 C.A.N. 538 STRAIGHT SIDES LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Code /5-�4i 2 Acceptance No ,'ration Date �).] • ade Product Control. By Miami C9 0 N 0 0 3 J Z a 0 0 • •••• •• • • , • • • • • ice( • • • • • ••• •1••• • • • r-. • c1 • • - J • 1•••• M• • 0)•/ •••• • • • Ir)• • O LI O w OE 00 N1.0 Nrj 0 N) M Z_z� p -M cn o� .. •••• • • FIXED WINDOW u, tn 0 in4 0 y .5 0 0. 0 y a) W S Y z 0 0 2 UPDATED TO 2010 FBC UPDATED 70 2014 FBC NO CHANGE THIS SHEET 0 CO N 0 O 0 N 0 0 0 c 0 0 J date: 01-30-10 Its 1ti V c 1. .drowing no..\ W1 0----;02 (sheet 1 of 6 BUCK WIDTH D.L. OPG. 48" 48" BUCK WIDTH D.L. OPG. BUCK WIDTH D.L. OPG. TYPICAL ELEVATIONS 6 MAX. HEAD/SILL ._ CORNERS. 16" MAX. STRAIGHT _ _SIDES 96" BUCK WIDTH D.L. OPG. •• • •••• • • •••• �• 11 I I 11 --111- kl- 11 1 • • 11 11 iii. 11 11 11 II II // 11 11 11 11 11/.77 11 11 11 11 11 u JL____ =T1====___= i1 ====IIF= 11 il 11 11 11 11 11 11 F_ 16" MAX. MAX. 16" MAX. STRAIGHT HEAD/SILL STRAIGHT SIDES CORNERS SIDES FIN FRAMES 6" MAX. CORNERS 16" MAX. STRAIGHT SIDES ALTERNATE SHAPES SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES PRODUCT REVISED complying with the Florida ng Code Ac 15 041 .D Accep ce No Ex ratio • le 7 Ig'4 By- Miamade Produc sheet 1.1 of 6 BUCK HEIGHT D.L. OPG. I —It I 1 — _- I 1 1 1 71 -_ III H— 11 _II, II II II 11 rr _ // —_JL 'Y _=----Ir _U -r II I II � II I _ .0 r 11. T � _ --ii- -- 1 1 Ii 62 96" BUCK WIDTH D.L. OPG. •• • •••• • • •••• �• 11 I I 11 --111- kl- 11 1 • • 11 11 iii. 11 11 11 II II // 11 11 11 11 11/.77 11 11 11 11 11 u JL____ =T1====___= i1 ====IIF= 11 il 11 11 11 11 11 11 F_ 16" MAX. MAX. 16" MAX. STRAIGHT HEAD/SILL STRAIGHT SIDES CORNERS SIDES FIN FRAMES 6" MAX. CORNERS 16" MAX. STRAIGHT SIDES ALTERNATE SHAPES SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES PRODUCT REVISED complying with the Florida ng Code Ac 15 041 .D Accep ce No Ex ratio • le 7 Ig'4 By- Miamade Produc sheet 1.1 of 6 IDESIGN LOAD CAPACI9 '- FLANGE DIMS. FLA NGE DIMS. BUCK DIMS. LASS TYPES 'C'dc'C1 GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L _EXT.(.+.)1NT.(-) I EXT.(+) 1 NT.(-) 24' 23" 29" - 35" 40' 23" 29" 35" 41" 80.0 >l _ 80.0 80.0 80.0 30" 36" 42" (5..+ 35. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 d 48' 54' 60" 61" 80.0 47" 53" 59" 60' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - 24' - 30" `36' - - - - - - 23" 29" 35" - 41"47• 47" 53" 59' 60" - 80.0 -80.0 - • 80.0 - 80.0 - 80.0 80.0 80.0 80.0 80.0 - 80.0 80.0 80.0 70.2 70.2 80.0 80.0 42"" 80.0 80.0 80.0 61.3 61.3 80.0 80.0 48" 1 61.3 54' 60" 61" 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 81.3 61.3 80.0 80.0 24" 30' 36" 42"60" 48" 54' 60" 61" 58.0 23" 29" 35' 41" 47" 53" - 59" 60' 59• 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65.1 24" 30" 36' 42"72" 48" 54' 60" 61" 76" 23' 29' 35" 41" 47" 53' 59" 60' 71" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24' 30" 36' 42"84" 48' 54" 56" 23" 29" 35' 41" 47" 53" 55" 63. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 70.0 70.0 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 52.4 52_._ 69.8 69.8 1 24" 1 23" 29" 35" 80.0 -80.0 1 80.0 80.0 30' 36'97" 42" 48" 49" 96" 80.0 80.0 80.0 80.0 75.6 75.6 80.0 80.0 65.2 65.2 80.0 80.0 41" 47" 48" 60.6 60.6 80.0 80.0 59.6 59.6 80.0 80.0 24' 30" 36' 42' 45' 102" 23" 29" 35' 41" 45" 101' 80.0 80.0 80.0 80.0 80.0 80.0 • 80.0 - 80.0 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 80.0 24' 30' 36' 42' 44' 108" 23" 29" 35" 41" 43" 107' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.8 80.0 80.0 62.4 -62.4 - 80.0- - 80.0 - 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) ANT.(-) 24' 30" 36" 41' 114" 23" 29" - 35" 40' 113" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.0 ` 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" 30120" 36" 39" 80.0 23" 29" 35" 38" 119" 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 80.0 80.0 24" - 30" 36" 39' - - - 121" -23" - 29" 35" 38" -~ - 120" - - - 80.0 - - - 80.0 80.0 - 80.0 - 80.0 80.0 80.0 80.0 - -72:3 - _ 72.3 80.0 - - 80.0 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'C1' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W)'LENGTH (L) EXT.(+) ANT.(-) EXT.(+) ANT.(-) 19-1/8" 26-1/2" 37"26" 48" 53-1/8" 61" 18-1/8" 25-1/2' 36" 47" 52--1/8' 60" 25" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 26-1/2" 37"36" 48" 53-1/8" 61" 38-3/8' 18-1/8" 25-1/2" 47" 52-1/8' 60" 37-3/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 19-1/8" 26-1/2" 37'50-5/8. 48" 53-1/8" 61' 75-1/4" 93-3/4" 18-1/8" 25-1/2' 36" 47"49-5/B" 52-1/8' 60" 74-1/4' 92-3/4" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 76.5 76.5 19-1/8' 26-1/2" 37"63„ 48' 53-1/8" 61" 75-1/4' 18-1/8" 25-1/2' 36" 47" 52-1/8' 60" 74-1/4' 62" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 61.9 19-1/8" 26-1/2" 37" 48" 53-1/8' 61" 76" 18-1/8" 25-1/2'- 36" 47" 52-1/8' 60" - - 75, 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 78.9 78.9 80.0 80.0 61.3 61,3 80.0 80.0 55.3 _ 55.3 73.7 73.7 48,0 48.0 64.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 L i W -J NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. lz' T1LfP. BUCK DIMS FLANGE FRAME FLANGE DIMS BUCK DIMS • • • •. • • EGUAL LEG FRAME BUCK DIMS 1 FIN FRAME BUCK DIMS • • • • •• • -Tr FLANGE ADAPTOR FRAME FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 Engr: JAVAD AHMAO CML FLA. PE # 70592 C.A. 3538 015 PRODUCT REVISED as complying with the Florida Building Code r.�A, Acceptance No Ex 'ration Date By Mian Product Control N 0 J O r - W � 0 to . W cc C I CC j•Z <-1fivatI.-N •L w •NI o QWaz • • • M ••• •• • • • • N _1 ID •• • 0••• • u) - z • o O M x Ow tY V) pc F " 3N° z 0 .'o ' Z� _Z. cwn 3O _ M O a 0 0 U • •• • • c 0 .> c O a 0 0 Id 6 0 UPDATED TO 2014 FBC NO CHANGE THIS SHEET 0 1, CO CY 0 0 0 v N 0 0 0 0 0 w ,r 0 0 M 0 v i 0 v i drawing no. W10-02 sheet 2 of 6 • • • ••• ••.• •• • • •••• 3/16" ANN. GLASS .075" Interlayer Satlex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" (G-IASS8—TY PE) 'C' -1/is OVERATE I.AM: clams) (L.M.I. Sc S.M.I.) 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interloyer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS 3/4" MIN. 7YP F m a) 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Gloss O'Eastman Chemical Co.' R .090" Interlayer DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interloyer 3/16" HEAT DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL_BY_ QUANEX'_ OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'CI' 1" OVERALL INSUL. LAM. GLASS (S.M.I.)_ IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. (L.M.I. ONLY) 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core 8y 'Eastman Chemical Co.' OR .090" Interlayer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer DuPont SentryGlos 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 EXTERIOR XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR r—DURASEAL BY- 'QUANEX' OR SUPER SPACER BY 'QUANEX AT 1/4 POINTS ALL SIZES GLASS TYPE 'D1' 1" OVERALL INSUL. LAM. GLASS Zm a >4 yjISILICONEll_ GE 1200 DOW CORNING 899 DOW CORNING 995 M • • • • • .• • • ••.. • • .•.• • • •. •. . . • • • • .• • • SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'CI'-& 'Di' — Engr: JAVAD A}{MAD CML FLA. Pe lc70592 C.A.N. 38 MAY PRODUCT REVISED as complying with the Florida Building Code n,� Acceptance No 13-C141 Exsiration Date .s jl1 Pallb k3yJ ,I/4.. l-_ ?Aiain' ade Product Con d 0 2,9 0 0 O 0 0 0 C . •• J 0 12 0 SERIES SENTINEL • •. • 1 • • .. • • H • • • c0 ••. • D. • • 6 •. E 0 na 0 N b F- 0 z 0 Z NO CHANGE THIS SHEET UPDATED TO 2014 FBC INTERLAYER dc SPACER REV, G) 0 ad 0 d d n 0 0 lC 0 0 W LL date: 01-30-10 a u a l° drowing no. W10 -02 - sheet 3 of 6 TYPICAL INSTALLATION DETAILSI THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE (FLANGE) - 1 B WOOD BUCK 1YPICAL MICHORS SEE ELEV. FOR SPACING EQUAL LEG 1 II I. 1 11 :I 11 1119 allragalk 4'D 1BY WOOD BUCK ito TYPICAL AR$CHORS SEE ELEV." FOR SPACING (FLANGE) ilyPicAt t€DGE DTTANCE (INTO COTICRLIE 4ND=MA54NRY QWtO WOOD_STRUCTURE_< (1 Mr {INTO; uMETALiSTRUCTURE 3J4"MiN CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES 2BY WOOD BUCK OR WOOD STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING p,1 o = imam it Wiwi EQUAL LEG 2BY WOOD BUCK OR WOOD STRUCTURE '11111*71F' . ul, J TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS - DIRECTLY INTO CONCRETE (FLANGE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS EQUAL LEG s,..4 •• 1. —041111111111r o TYPICAL ANCHORS o –SEE ELEV. FOR SPACING •v °• (FLA -NG -0 INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS METAL STRUCTURE TYPICAL ANCHORS r– SEE ELEV. FOR SPACING • ••• ••- . • ••.• . • •..• • •• •• • • •• • • • • 00 E 0 UAL METAL STRUCTURE TYPICAL ANCHORS —SEE ELEV. FOR SPACING —7j! ci 'l armrRI ('TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4! DIA. TAPCON BY 'IIW' (Fu=120 KSI, Fy=92-KSI)- -- ►174" DIA. ULTRAQON BY 'ELCO' (Fu -177 KSI. y 55:KSI) ONTQ 2BYWOOD BUCKS (R WOOD STRDCTURESI (1_1/2'LWARN=PENETRATION:INI.O WQQp (THRU-I BY BUCKS iM'0 CQNCOf- MASO .R.7) (- % 4"-MIt . EMBEp INTO GONG. OR MASONRY) LQIEfCTLY TN_TQ=CONC._OR M SONRY =1/44"-MINTEMBED INTOCONC. OR MAUNIY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) _ _ INTO__METAL STRUCTURES _ STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) 1#14SMS ORS SELF—D 2ILLING—SCREWS) (GRA€C E_2 GRs) PINTO-MIAMI=DADECOONTY APPROVED MULLIONS (MIN: HK) Qc0901-7 (NO SHIM SPACE) WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engr: JAVAD AHMAD CML FLA. PE 70592 C.A.N. 38 MAY PRODUCT REVISED as complying with the Florida Building Code ,5_ MAS A 0 Acceptance No c!7 ExtiraiionDale 736/.4" / Y ' / Miami ade Pro. uget nirol N 0 0 COMP-ANL\W • 1•••• • .._ .. • V1 J B ii J N) z . ••• • • • • • • • • •.• • • •• In O • w Oc N o 3 NW') Q • �r n ZzE off - 593-6592 0 N C 0 N O a 1 U y O w 1- V 0 z NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET T 0) 15 00 O!V 0 0 v O O U 0 W LL dote: 01-30-10 L 0 drawing no. W10-02 sheet 4 of 6 • •. •••• • •• • • TYPICAL INSTALLATION DETAILS � 0 o 1 ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW AL-FAROOQ CORP. XNGIN�I. .E,�f�is 8c PRODUCT DEVELOPMENT ' 12.35 .E .BSI. AVE • 4VIIAMII fLOJiIDA 33174 TEL. (305) 2648100 FAX. (305) 262-6978 INSTALLATI• DETAILS THRU_1X-_ WOOD BUCKS 0 CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR - INSTALLATION DETAILS I v METAL STRUCTURES OR INT!. ` PPROVED MULLIONS FLANGE ADAPTL' TYPICAL ANCHORS 1/4" MAX. SEE ELEV. 28Y WOOD BUCK FOR SPACING SHIMS METAL ® OR WOOD STRUCTURE TYPICAL ANCHORS a STRUCTURE B 3 ® A3 SEE ELEV. • ;•. /; r - - - -FOR SPACING a a ® •• - - - TYPICAL ANCHORS - •.. SEE ELEV. L_ ® _ o FOR SPACING • !WNW E. - ED 13 MUM a • 111 a) iiiillhhi. • SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.L)(S.M.L), CGI WINDOWS Sc DOORS 10100 N.W. 25TH STREET :. MIAMI, FL. 33172 ••• TEL (305) 593-6590 FAX. (305) 593-6592 I • A • 11f■ iimm- D. 1 1 ID - a laigle. �-• V/ MIN., I NI '• • ® F'L�. • • • ° bl ■ �� • • • • v o� . • • • WOOD . D• ° 1BY BUCK . TYPICAL A1(CHORS SEE ELEV. FOR SPACING ®• ® ; , E6 E2 E3 'rVI • • • 2 3/8" MIN. 1/4" MAX. BUCK HEIGHT 1/4" MAX. GAP -o GAP b a •\\ WO •' S '4CTURE NOT = ` GI 1/2" MIN. 1/2' MIN. •• . E2 C 2 2 3/8" MIN. FIN FRAME ® BACKBED CAULKING asi •• ••• TYPICAL ANCHORS: S = LEV. FOR SPACING :--. •escri• ion NO CHANGE THIS SHEET W N (A W C7 L O z UPDATED TO 2014 FBG W in '" 41 W U' g o z • ••#8 SMS (GRADE 2 CRS) - INTO 2BY 1y_-- �• WOOD 0 ."' S OR WOOD STRUCTURES _ ^ - ^ __ _ _- WHEN USED THE MIN. WOOD 1-1 4" MIN. P a / RATION INTO WOODimw= BUCK DEPTH SHALL BE 2%". ® �' THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. e NOT 8Y CGI ® EXTERIOR BUCK WIDTH BUCK WIDTH D pd%m - o r N 0 ov o N 0 d 0 I-- __ rr MIAMI-DADE COUNTY I MIAMI -DADS COUNTY APPROVEDI I , 11 1 APPROVED MULLION MULLION & MULLION ANCHORS a.) 0 u o w ... MULLION SEE SEPARATE NOA _ - - _ - illirr I 1 .I�_�■I & ANCHORS SEE SEPARATE NOA I��c o +i o ° „ , S, ,'0 o •�Ii I_II� JJ Enyr: JAVAD AHMAD --_v_._-.:-•-- 'ODUCTREVISED Ii 1 I.. ._ _ -• : �� CML ��-, FLA. PE 70592 as plying with the Florida 1 L�`�� CA. 538 I3uil. ... Code 1 I Accepian , o 1 ''0413. OS __J I ll 1iration 773a ' gad - - - - TYPICAL ANCHORS SEE ELEV. FOR SPACING A a 0Y 11 i �.. i�i.'�� Mia ' Dade Product o < ( drow'ng no. .. 0-02 14 X 1" SMS. - - - -- - --- - - - - — - ;Y L1P'O155 - - - - sheet 5 of 6 •••• • • •••• • ••• • • ••• •• • • 2.505 FLANGE FRAME E2 FLUSH FRAME/FIN FRAME .675 r_ .995 .050 TYP. .975 d 1.184-I GLAZING BEAD (LAM. GLASS) �j r-.120 99 F .050 TYP. 1.184 -moi E4 GLAZING BEAD (LAM. INSUL. GLASS) f 1.000 .125 � 500 GLAZING ANGLE (LAM. INSUL. GLASS) 1.130-1.065 1.550 .050 -� 1.395 1.680 NAIL FIN ADAPTER 1.450 .550 .050 .180 E6 FLANGE ADAPTOR- 1_ �--1.395 r.180 .050 -7 .065 FLUSH FRAME COVER M2 1.119 L4 Ij 291 .050 -FL-,.oe,-aim SCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El CGI -118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI -119 4/ WDW. FLUSH FRAME/F1N FRAME 6063-T6 - E3 CGI -121 -4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI -123 4/ WDW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - E5 " CGI -110 4/ WDW. - -NAIL`F1N ADAPTOR - 6063-76 - E6 CGI -109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI -382V AS REQD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI -124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 CGI -112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 #10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - • • CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS Engr: JAVAD AHMAD CML FLA. PE #70592 C.AN 3538 2015_ •• • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15 iration Dale By Mia 1x ado Product Con6 ••••. • • •••• • •• •• • • • • • • • • • •• o g102° • J W cO t• f J N iX p S t oo u. o0. g o�'•� �• Ob •iv Q•W y' ' 0 a • •. • • • •••• • • ••:•' • • ••• •• •• • Cri• —i M 3 X e d • ((0 •• • M • • in •ain oof ID 3 eq `(0 o M I n g),z z� ) 3t0 Q v Q • CO c 0 O n L U O NO CHANGE THIS SHEET UPDATED TO 2014 FBC NO CHANGE THIS SHEET • •• •••• • •• 44. 0 v cd 0 0 a N 0 n 0 0 0 0 w 0 0 O .•0 drawing no. W10=-02 • sheet 6 of 6 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) AGI Windows and Doors, Incl (1"676:51727§7"44.e0) (Miami, FL 33172) SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mir midade.gov/economy This NOA shall not be valid after the expiration date stated below. The Miami-D4de yrnty Pttit11.1Ct Conttot •: • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reservethe right •- to have this product or material tested for quality assurance purposes. If this �zocrlct �r material fails.to perform in the accepted manner, the manufacturer will incur the expense of such.t ting and.the.AHJ n • •; _ immediately revoke, modify, or suspend the use of such product or material within, their jurtisdiatibn. RE... reserves the right to revoke this acceptance, if it is determined by Miami -Dade :Gepty PJ•edpct Conte; •: Section that this product or material fails to meet the requirements of the applicable batlding cott. • This product is approved as described herein, and has been designed to compl} ri:the Florida Buildini. • Code, including the High Velocity Hurricane Zone. • - QDESCRII'TION:•Series "238"Outswing Aluminum Casement Window .L.1i } : • • • • • APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. (MISSILE JMPACTRATING:Large:and Small•Missile Impact Resistant) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL•of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. e- NOA--namber—preeeded—by—the—wards-Miami-Dade-County, Flerida, -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# 14-0506.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY APPROVED go,Wo7c§:0512.19; Apxpiration Date October 26, 2018 proval Date, Septerttbe r,l7, ge l Page 1 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw.' (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS .. • . . . . .... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F1 C TA820e-94 •• • 2) Large Missile Impact. Test per FBC, TAS 21/1•-,911 3) Cyclic Wind Pressure Loading per FBC, T3-94, • • • along with marked -up drawings and installation diagram of a SP.ries 7500 PVC Fixed window, to qualify DuPont "Butacite" PVB interlayer, DuraseelP told Suyxi;Spacere.: • • • insulating glass spacer, prepared by Certified Test Laboratori €si 7i.t Repot Na. •. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C.:Patel• P.E. • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per.FBC 2ti2-94 . • 2) Large Missile Impact Test per FBC, TAS 2Ctr-94 • • •.: • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulatingglass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 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-Misstic Impact Test per FBC, TAS 201 9 .. 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 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C, t 1, P.E. (Submitted under previous NOA # 14-0506.01). Manuel Pe P.E. Product Control ; finer NOA No. 15- i 12.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-1 { I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-941 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Ind., Test;lgport No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by HefiryTI3ttem,P.E•. . (Submitted under NOA # 12-1220.14)• • • • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • 2) Uniform Static Air Pressure Test, Loading ppr.F,BC, TfiS .202-94 3) Water Resistance Test, per FBC, TAS 202-49•4:•• • • • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 9t1•• ' • along with marked -up drawings and installation diagram of ani a uminy m' easement ' • window, prepared by Hurricane Testing Lab., Inc., Test Repoi,-ts No:'Ir?L-0081 - 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B•artJ dated • 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. 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 outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/0$, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. 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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted -rind E-2 elPere Product Control Ex ' er NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc.,.Test, ReportS.Ko. 1003 and FTL-1041, dated 10/14/94, both signed and sealed b34 Tamil Kx�i; P �. • (Submitted under NOA # 96-0417.03) • • • C. CALCULATIONS •••• . .. . . • .. . . •..• • . • .. 1. Anchor verification calculations and structural analysis, comply ig with 1+B 13010, dated 4/24/14, prepared by Al-Farooq Corporation, signed andle'ated by Jlaad' . Ahmad, P.E. •• •••• ••• (Submitted under previous NOA # 14-0506.01)• 2. Glazing complies with ASTM E1300-09 • • • •••• • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers'with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on E-3 allak0 Manuel Pere Product Control Ex' min r NOA No. 15- I .19 Expiration Date: October 26, 2018 Approval Date: September 17,2015 4 } CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. tatementAletter of conformance, complying with FB ), a ated April C70 4 ssued byA-Farooq orporation, signed an• sea a y_Javad Ahmad, P.E. u under previous.NOA # 14-0506.01] 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by.Hurrica; e; 'est Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed andsetlad by.\1inuJ.. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-084: . • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued b}►Hirxricane.... Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all StgAecl and staled by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-008 3 4 01-96 arra. HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/9Yi`and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) - 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 5' Edition( 0 • . • •. • . • • 4 • • . . • • .• • . • a • • G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/1 R. E-4 Manuel ' erez Product Control Ex r NOA No. 15-0 2.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 • 1' o SNUBBER 'AT IMPACT WINDOWS ONLY O.L. OPG. VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. GENERAL WINDOW SECTIONS FLANGE FRAME STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 WINDOW HEIGHT i 0 w VENT HEIGHT DETERMINE DESIGN WIND LOAD. REQUIREMENT BASED ON -WIND VELOCITY, -BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. -J a_ 0 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES D.L. OPG. VENT WIDTH WINDOW WIDTH. 0111 WINDOW WIDTH VENT WIDTH WW -2" D.L. OPG. O WW -7" A 6' MAX. 1YP. HEAD/SILL — CORNERS ' WINDOW HEIGHT MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. LOCK HEIGHT POINTS 42" 2 63" 3 84" 4 ii / II II � iI11 I N N •••• SURFACE APP I€+D FALSE MUNI ❑PTI❑NAL - - •.• •• lo j24" MAX. TYP. AT HEAD/SILL (TYPICAL ELEVATION) FRAME MULTI POINT LOCK BY• 'INTERLOCK' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 38" 2 56" 3 74' 4 84" 5 • • • • • • • • . .• INESF�W#NDO R -y Gc &—SM.,AL-L-- I Sl IMPACT. SHUTTERS ARE NOT REQUIRED. J 0 0 N O g O u. ✓ • D ce.c11-15 8 • • .c it ILA to • • • (-11• 0 0 0 O J a I' a 0 0 M- rn ---:d Utoto ••Z • ,); o) •• In Ow ow gl skiz N E Ver N Q .r7 Z zr,- O O 5 oQ ,— • • • •••• • • C 0 g L 0 N G) U 0 0 0 4_0 QW LOCK OPTION ADDED REV. PER RER COMME GENERAL REVISION NO CHANGE THIS SHEET .• • • NOTES., THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD -DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON-COMPRESSIBLE. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. Engr: JAVAD AHMAD CML FLA. PE j 70592 CAN. 3538 0 i 4 2415 el PRODUCT REVISED as complying with the Florida Btulding Code ,5,2.� Acceptance No " E 'ratio i Date By Miam • Ad 4 Aft Dade Product Con 0 5 .0 Q) 0 0 0 N N 0 4 l7 N 0 2 N O O 0 0 04 0 N dr. by: HAMID �u� drawing no.1 W98 --100j - sheet 1 of 7 ) • SNUBBER AT IMPACT WINDOWS ONLY 3/4" VENT WIDTH WINDOW WIDTH EXTERIOR GENERAL WINDOW SECTIONS _ EQUAL LEG FRAME 6 1) 0 O J FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES D.L. OPG. VENT WIDTH 3/4" WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -1 1/2" D.L. OPG. WW -6 1/2" 6" MAX. TYP. HEAD/SILL CORNERS DOW 1- x w z 0 co I p , • ••••• • • •••• ••• • • ••• SURFACE ArettEjf FALSE HUNT INS OPTIONAL . , • • • • MAXIM MULTI 'INT LOCK BY 'TRUTH' ALT. TO CAM LOC W x CDC 0 ® � 1 2 MAX. wow. LOCK POINTS CK HEIGHT PO 3 42" 4 2 63" 3 84" 4 24" MAX. TYP. TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK T.94 BY 'INTERLOCK' ALT. TO CAM LOCKS AT HEAD/SILL MAX. WDW. HEIGHT LOCK POINTS 36" 2 56" 3 74' 4 84" 5 Engr: JAVAD AHMAD CML FLA PE.1 70592 CAN. )538 ODUCT REVISED as -' ptyiug with the Florida Accept Buil.. ;Code S b5 d1 cceplat — i F x • Italian No5 By Mian . . • • •• .19 '8 ade Product • Z r O , o a 2 N IX 0 0d ▪ o M re G O t 0 0►alJ o o � r -g' ° 0d 0 4• 4.41:1 Q w ..dg IL ILzcn= M ZZ kted • • • 0 2 0 U C •• • W M N • • • N • ' U ' _• N VJ L o O w . 0 1- U) NthN O. • o Zz� 30.M Q v rQ cot — 0 L 0 N g) ti x N 1- enW z i U 0 z LOCK OPTION ADDE 8 U REV. PER RE NO CHANGE THIS SHEET NO CHANGE THIS SHEET .0 date: 12-04-98 N r) 0 1 cV 0 x x oil drawing no. W98-100 (sheet 1,1 of 7 • VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME CORNER 2.625 2.625 625 O CORNER KEY .060 THICK ST. STEEL L) 2.075 OCORNER KEY .062 THICK ALUMINUM FLANGE FRAME 1.875 1.757 -.720 I 1.438 O VENT (5/16" LAM. GLASS) 2.075 EQUAL LEG FRAME 1.875 -1.757 .090 TYP. • • • •• • • •••• • • -•a•• .720 • • •I • • • .I . 1.438 101:41i. • . -1.624-.1 VENT (INSUL. LAM. GLASS) • • • • • • • ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI -373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. 1A CGI -397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 2 CGI -378 4 VENT (5/16' LAM. GLASS) 6063-T6 INDALEX OR EQUN. 28 CGI -381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUN. 3 CGI -375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3.4 CGI -396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP -425 AS REQD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q250 -K-190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) jt8 X 3/8" SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) jib X 3/8" SS SMS 11A -_ 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (2) #8 X 3/8" SS Ws_ 13- 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4" SS SMS At 13 1.757 ri- .090 TYP. 1.875 l -1.347 .720 -1- 1.438 0 VENT (7/16" LAM. GLASS) .754 r .383 .830 } .617 Lr - CGI -3 75: OGEE GLAZING STOP 0 0 0 0 .753 .808 Ir t .830 9� � -1.6171-- 0 CGI -396: SQUARE GLAZING STOP •• . • • w N Z -- • rn rub In (1 O LU O u. fki OM rn Zz�.. 3 p _ 0 T- S z O 0 8 0 8 W ICw iv NO CHANGE THIS SHEET CHANGE THS SHEET • •. • \00:11.. •• • • • Engr: JAVAD AHMAD CIVIL FLA. PE 11 70592 CAN. 35 8 2015 PRODUCT REVISED n contplying with the Florida Building Code 15-051'2.19 Acceptance No Ex irn1ion Dater NII I•)8 By 11/ .. __ _i�• Miam' Dade Product Co . JCI c 0 0 O 0 N N O O fy 0 uu 15 cv 0 x A_ x In 0 J 0 8 U t � drawing no. W98-1-00 (sheet 2 of 7 ) 1/8" ANN. GLASS INTERLAYERS .090" Saflex Clear And Color Glass By 'Eastman Chemicol Co.' .090" Butocite PVB By 'Kura ray Americo, Inc.' 1/8" ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 5/16" NOMINAL GLASS TYPE '2' 3/16" ANN. GLASS INTERLAYERS .075" Soflex CP With PET Core By 'Eastman Chemicol Co.' .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuroray America, Inc.' .090" Butocite PVB By 'Kuraray Americo, Inc.' 111 3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREW() GLASS .075" Saflex CP With PET Core By 'Eostmon Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraroy America,- Inc.' .090" Butocite PVB By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS INTERLAYERS- z 7/16" NOMINAL GLASS TYPE '6' SILICONE GE -1200 DOW 995 DOW 899 - SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERPORMANCE VALVES OF IMPACT RESISTANT WINDOWS NO' SHUTTERS ;REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. I-GLR55 TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1NT. (-) 20' 24" 28" 30° 32" 36" 40" 42" 60" 98.8 85.8 76.7 73.2 112.6 95.4 83.3 77.7 110.0 110.0 110.0 195.0 195.0 120.0 110.0 120.0 110.0 110.0 110.0 110.0 195.0 120.0 120.0 120.0 19.1 /8" 26-1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 * 110.0 195.0 f 70.2 72.8 64.8 64.8 110.0 110.0 60.0 60.0 120.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 190.6 98.5 98.5 110.0 110.0 110.0 195.0 195.0 194.5 110.0 110.0 110.0 195.0 195.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 20' 24" 28" 30" 32" 35" 40- 20" 24" 28" 30" 32" 36" 66" 86.7 73.4 64.2 60.6 86.7 73.4 64, 2 60.6 110.0 195.0 110.0 110.0 110.0 120.0 120.0 120.0 110.0 110.0 110.0 110.0 195.0 120.0 120.0 120.0 19-1/8" 26=172 3/" 50-5/8j 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 57.5 57.5 110.0 60.0 60.0 72" 66.4 66.4 110.0 120.0 60.0 60.0 195.0 110.0 60.0 60.0 110.0 120.0 60.0 60.0 120.0 19-1/8" 26-1/2" 37" 42" 63" 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 56.1 56.1 48.9 48.9 46.0 46.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 110.0 110.0 120.0 120.0 120.0 19-1/8" 26-1/2" 37" 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" 56.3 56.3 56.3 56.3 60.0 60.0 60.0 60.0 32" 36" 20" 24" 28" 30" 32" 76" 60.0 60.0 60.0 60.0 78" 52.0 52.0 110.0 120.0 60.0 60.0 110.0 60.0 60.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24" 28" 30° 32" 84" 41.5 34.9 41.5 34.9 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 0 IS USED ** ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 Engr: JAVAD AHMAD CML FLA. PE # 70592 CA . 3538 015 • .•.• • 2 z 0 F. Z v N ' 0. N O O Elp 11 re ° u. O t lit ✓ GM 0paaa a 0 5,3 I-- it j Q W > LJ. .J OMQ i •• • ••.• • •• •.I • • • • • • •• PRODUCT REVISES as complying with itre Florida Acceptancg e Code 0.O512"1q Acceptance No 11xpiralia 1 Dale BY FV !p Mian Dadt Product Cort • Mo • 3 w V ca z 0 J cC el M CVw w OI • • • • •• • • • N U O. :nip, ui Cg •• •� o • • w Ca cc H N C 0 m 0 C O 'V o a ,` oa0) w 0 0 0 o z U _ z o W Q a W o w W o � � INTERLAYER REV. N ') m 0 N N 00 cf x Q O N o_ 0 c 0 -o c M °u Q 1 .0 .o L drawing no. W98-100 (sheet 3 of 7 PERFORMANCE U VALUES OF 111dPA RESISTANT WINDOWS NO SHU1Tl:R5 REQUIRED - 0 S 31 5 THRU 7 F. ZION ® A1l.S WINDOW DIMS. GLASS TYPE ''' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. + 1 NT. - XT. (+) 1NT. (-) EXT. (+) 1NT. (-) 2 ` 1113.0 194.3 110.0 195.0 110.0 195.0 24" 28" 30" 32" 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 129.5 110.0 195.0 110.0 195.0 36` I 110,0 121.4 110.0 195.0 110.0 195.0 110.0 36" 107.9 107.9 110.0 195.0 110.0 195.0 40" 42" 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20" 24" 28' 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 24" 28° 30' 32' 36" 48' 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 40" 42' 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.0 60.0 20" 24" 28" 3_0" 32' 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 r L 54• 80.9 80.9 110.0 120.0 110.0 120.0 ' 110.0 120.0 110.0 120.0 40" 64.8 64.8 110.0 120.0 110.0 120.0 42" 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREW() GLASS .075" Saflex CP With PET Core By 'Eostmon Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraroy America,- Inc.' .090" Butocite PVB By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D GLASS INTERLAYERS- z 7/16" NOMINAL GLASS TYPE '6' SILICONE GE -1200 DOW 995 DOW 899 - SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERPORMANCE VALVES OF IMPACT RESISTANT WINDOWS NO' SHUTTERS ;REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. I-GLR55 TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1NT. (-) 20' 24" 28" 30° 32" 36" 40" 42" 60" 98.8 85.8 76.7 73.2 112.6 95.4 83.3 77.7 110.0 110.0 110.0 195.0 195.0 120.0 110.0 120.0 110.0 110.0 110.0 110.0 195.0 120.0 120.0 120.0 19.1 /8" 26-1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 * 110.0 195.0 f 70.2 72.8 64.8 64.8 110.0 110.0 60.0 60.0 120.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 190.6 98.5 98.5 110.0 110.0 110.0 195.0 195.0 194.5 110.0 110.0 110.0 195.0 195.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 20' 24" 28" 30" 32" 35" 40- 20" 24" 28" 30" 32" 36" 66" 86.7 73.4 64.2 60.6 86.7 73.4 64, 2 60.6 110.0 195.0 110.0 110.0 110.0 120.0 120.0 120.0 110.0 110.0 110.0 110.0 195.0 120.0 120.0 120.0 19-1/8" 26=172 3/" 50-5/8j 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 57.5 57.5 110.0 60.0 60.0 72" 66.4 66.4 110.0 120.0 60.0 60.0 195.0 110.0 60.0 60.0 110.0 120.0 60.0 60.0 120.0 19-1/8" 26-1/2" 37" 42" 63" 96.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 56.1 56.1 48.9 48.9 46.0 46.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 110.0 110.0 120.0 120.0 120.0 19-1/8" 26-1/2" 37" 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" 56.3 56.3 56.3 56.3 60.0 60.0 60.0 60.0 32" 36" 20" 24" 28" 30" 32" 76" 60.0 60.0 60.0 60.0 78" 52.0 52.0 110.0 120.0 60.0 60.0 110.0 60.0 60.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24" 28" 30° 32" 84" 41.5 34.9 41.5 34.9 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 0 IS USED ** ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 Engr: JAVAD AHMAD CML FLA. PE # 70592 CA . 3538 015 • .•.• • 2 z 0 F. Z v N ' 0. N O O Elp 11 re ° u. O t lit ✓ GM 0paaa a 0 5,3 I-- it j Q W > LJ. .J OMQ i •• • ••.• • •• •.I • • • • • • •• PRODUCT REVISES as complying with itre Florida Acceptancg e Code 0.O512"1q Acceptance No 11xpiralia 1 Dale BY FV !p Mian Dadt Product Cort • Mo • 3 w V ca z 0 J cC el M CVw w OI • • • • •• • • • N U O. :nip, ui Cg •• •� o • • w Ca cc H N C 0 m 0 C O 'V o a ,` oa0) w 0 0 0 o z U _ z o W Q a W o w W o � � INTERLAYER REV. N ') m 0 N N 00 cf x Q O N o_ 0 c 0 -o c M °u Q 1 .0 .o L drawing no. W98-100 (sheet 3 of 7 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS INTERLAYERS- .075" Saflex CP With PET Core 8y 'Eastman Chemicol Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' .090" Butacite PVB By 'Kuraray America, Inc.' -1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' SILICONE GE -1200 DOW 995 W 899 SETTI BLOCKS 2/ LITE EPDM DUROMETER 8 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS INTERLAYERS - .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Cleor And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' .090" Butacite PVB By 'Kuraray America, Inc.' - /8" TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' SILICONE GE -1200 DOW 995 DOW 899 - SETTING BLOCKS 2/ LITE EPDM DUROMETER 85±5 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF I `'' . CT RESISTANT WINDOWS NO SHUTTERS R RED REFER TO SHEETS 5 THRU 7 FOR I LATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT W .- • 1 WS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATIO AILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' SS TYPE '3A' WINDOW DIMS. 1. GLASS TYPE '2A' LASS TYPE '3A' WIDTH HEIGHT EXT. (-1-) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. EXT. (+) 1NT. (-) 20" 24" 28" 30" 32° 36" 40" 42" 36" 110.0 194.3 110.0 195.0 20" 24" 28" 30" 32" 36" 40" 42" 60" 98.8 112.6 110.0 95.0 19-1/8" 110.0 95.0 110.0 195.0 110.0 161.9 110.0 195.0 85.8 95.4 110.0 1 • 26-1/2"26' 110 • 203.0 110.0 195.0 110.0 138.8 110.0 195.0 76.7 83.3 110.0 120.0 37" 0.0 145.4 110.0 195.0 110.0 129.5 110.0 195.0 73.2 77.7 110.0 120.0 42" 110.0 128.1 110.0 195.0 * 70.2 72.8 110.0 120.0 19- 110.0 190.6 110.0 195.0 110.0 121.4 110.0 195.0 107.9 107.9 110.0 195.0 64.8 64.8 110.0 120.0 26-1/2-3/8" 110.0 137.5 110.0 195.0 60.0 60.0 - -- 97.1 97.1 110.0 120.0 3 98.5 98.5 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 42" 86.8 86.8 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 20" 24" 28" 30" 32" 36" 40" 66" 86.7 86.7 110.0 169.0 19-1/8" 10.0 144.5 110.0 195.0 110.0 138.8 110.0 195.0 73.4 73.4 110.0 1 -..i 26-1/2"9•.. 50-5/8' 104.3 110.0 195.0 110.0 118.9 110.0 195.0 64.2 64.2 110.0 120.0 37" 74.7 74.7 110.0 120.0 110.0 111.0 110.0 195.0 60.6 60.6 1 •.+ 118.2 42" 65.8 110.0 120.0 104.1 104.1 110.0 120.0 57.5 57.5 10.0 112.2 19-1/8" 96.7 104.2 110.0 195.0 92.5 92.5 110.0 120.0 60.0 60 ' - - 26-1/2" 74.9 77.9 0.0 120.0 60.0 P 0.0 - - 83.3 83.3 110.0 120.0 37" 63" 60.0 60.0 110. 117.0 79.3 79.3 110.0 120.0 20" 24" 66. 66.4 110.0 120.0 42" 60.0 60.0 - - 20" 24" 28" 30" 32" '36" _ 40'- _ 42" 48" _ - 110.0 110.0 145.7 110.0 195.0 • •.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 12 , 121.4 110.0 195.0 28"7 30' 32" 3 • " 48.9 48.9 95.3 95.3 26-1/2" 74-1/4" 46.6 46.6 90.9 '..' 104.1 104.1 110.0 120.0 46.0 46.0 89.8 89.8 37" 59.8 59.8 - - 97.1 97.1 110.0 120.0 43.6 43.6 85.0 85.0 37" _I 77" 56.3 56.3 - - 91.1 91.1 110.0 120.0 60.0 60.0 - - * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 96 IS USED - - - - - -.- - ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ON SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SC i 1(1 n -1 tam, rn Pqt= = in nn Cf 80.9 80.9 110.0 120.0 32" 60.0 60.0 - - 72.8 72.8 110.0 120.0 36' 76" 60.0 60.0 - - 69.4 69.4 110.0 1 :. u 20" 24" 28" 32" 78" 52.0 52.0 101.3 101.3 43.8 43.8 85.4 85.4 20" 24" 28" 30" 32" 36" -40" �40" 42" 54" - 110.0 129.5 110.0 - 195.0 38.1 38.1 74.3 74.3 98.0 107.9 11 • 0 195.0 60.0 60.0 - - 92.5 92.5 10.0 120.0 84.4 86 110.0 120.0 20" 24" 28" - 30'- 32" 84" - 41.5 41.5 80.8 80.8 80.9 =0.9 110.0 120.0 34.9 .34.9 68.0 68.0 54.5 54.5 - - 71.• 71.9 110.0 120.0 - •4.8-- -'64.8 - 110.0 120.0 51:2 - 51.2- - -- - - 61.7 61.7 110.0 120.0 48.3 48.3 - - SQUARE BEAD OPTIONAL ALL GLASS TYPE 061pr II LY . FT. et et 0 44 • • • • •• • • •••• ..•• • •• •• • • • • • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) D FLORIDA BUILDING COMMISSION DE .•RATORY STATEMENT DCAO5-DEC-219 Eng r: JAVAD CML FLA. PE 1 70592 C.A.N. 3538 2055 PRODUCT wildingCode RCVIS5- B)p6`a.1� as complying with the Florida t cptauce No . U ion Date '�'L. 20149 BY ,4°. ' Mi:. Dade ' tct 0 O_ 1 co oz z CL 0 0 • • • •• • ••• • • . t • • yOj 0 . Z • a, en w•• •o r) ••.. OW descrn UPDATED TO 2010 FSC LOCK OPTION ADDED REV. PER RER COMMENTS GENERAL REVISION INTERLAYER & SPACER REV. N 1 O 03 O N C•4 z 0 0 0 CO 0 N 0 0 N 0 x .o 0 a iU .drawing no. W98-100 (sheet 4 of 7 •. • • • • • • • • • • • • • SEALANT 4 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE -SHEET 6 FOR DESCRIPTION '1" filIN. 2-1/2' MIN. 1.3/8" n 2 1/8" j INSTALLATION TYPE '1WOOD BUCK TYPE '1' MATERIA: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT =L 4 . . J . • 4 4 1" MIN. • - a• 2-1/2" MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIA,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES/USING WOO SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION - 1 3/8" •Qv BUCK INSTALLATION BY OTHERS 1' MIN. INSTALLATION TYPE '3' 2 7/8" WOOD BUCK TYPE '3' UAL; PRESSURE TRFATFf) SEALANT :vv 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION t N BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8" 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN _LOADS IMPOSED. BY -GLAZING -SYSTEM-AND TRANSFER - THEM TO THE BUILDING STRUCTURE. 2 1/8" MIN. WOOD BUCK TYPE '4' MATERIAL RESSUREJREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALT. -ANCHOR- LOCATION - WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL" STRUCTURES 1/8" THK. MIN. ATTACHMENT TO METAL STRUCTURES x • • ••• : • 0000 • • •••• • •• •• -1/8' MIN. • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ILI: .4111A Mumunnn1‘1 ATTACHMENT TO APPROVED MULLIONS Engr JAVAD AHMAD CML FLA. PE f 70592 CAN. 3538 • PRODUCT REVISED as complying with the Florida Building Code p5" 0512, 1 Acceptance No ✓ 1 Bx , iration Dale2A18 13y ' Mian ' Me Product •' • z Qarig 0 OJet 0 • • • COMP-ANL\W98- J • •• csi • ••• •• • in Z •01 •cn .IX. • 0 O O w. 0 o yr') ,. Zz,. o o Q Q.p 0 ,g U N T NGE THIS SHEET U 0 REV. PER RER COMMENTS CHANGE THIS SHEET 4 N M N N 0 4 O 04 0 N 0 N N O i m 0 V •• • • drawing no. W98-1-00 • • sheet 5 of 7 ,•••• • • 10000 • •. • • • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL HORS SEE ELEV. SPACING SEE SHEET 6 ' DESCRIPTION 1 3/8" TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION M TYPICAL ANCHORS SEE ELEV. FOR SP SEE SHEET 6 F G ESCRIPTION -METAL STRUCTURES 1/8" THK. MIN. 1 �r 2 1/8" x 4 G \ INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD 2-1/2" MIN. 2 1/8" MIN. ATERIAL: PRESSURE TREATED PICAL INSTALLATI DETAIL ON FOUR SIi. USING WOOD TYPICAL ANCHORS ,—SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION �aQ e' 1 3/8' BUCK INSTALLATION BY OTHE INSTALLATION TYPE '3: 2 7/5" WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPIC , NST TION D •IL - ON FOUR SIDES US G lWO D WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED' BY GLAZING SYSTEM AND TRANSFER_ THEM TO THE BUILDING STRUCTURE. TYPICAL AN SEE ELEV. FO SEE SHEET 6 e d RS PACING FO iESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8" MIN. WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED _TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ATTACHMENT TO METAL STRUCTURES V) • • • • . •• • • 0000 • • •••• • •• .. • • • • • • • • • •• •• • 1/8' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS Engr. JAVAD AHMAD CML FIA. PE # 70592 CAN. 35NEI PRODUCT REV as complying with Building Code ,,,,2. 9 Acceptance No _�• B . 'ration Date orida V z o t_ < 2 N Yi O p ix u. O t 0 o a< 8 o „- — 2 _ •M J O 'Al: ab • N NI W • • • 0 0 0 COMP -ANL\W98- •• • ••. • • • •0 • U• • Z • • V) Ot• o 0 C4 (/)ton rn zz2 Q v UQ� N 2 f M N M NO CHANGE THIS SHEET REV. PER RER COMMENTS NO CHANGE THIS SHEET NO CHANGE THIS SHEET O a W • 0 o v �C c N M N O 0 fel CO N P h N O a 0 4 0 N N Q 1 2 o o C r drawing no. 1 W98-1-OOJ u (sheet 51 of 7 • • • • • •0•• • • •••• • • • • • PERFORMANCE VALUES OF INSTALLAT ON ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF } 1S1k Tif3N. AMR tiEE R T L#E£.f 5 H. Ll , ANCHORS W/0 SHEAR CLIP ' WINDOW DIMS. ANCBS R 1i7 SHEAR CLIP ANCHORS WITH SHEAR CUP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/T.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20Y I _ _ J 195.0 195.0 154.8 195.0 24" _ 28" 30" 32" _ 195.0 195.0 _ .129.0 190.5 172.0 192.9 99.2 195.0 110.6 195.0 147.4 180.0 138.5 195.0 103.2 127.0 137.6 36" 168.8 119.1 195.0 96.8 195.0 129.0 132.7 36` [' 150.0 - 1 195.0 86.0 195.0 114.7 40" 42" _ 154.3 135.0 88.5 180.0 77.4 195.0 103.2 128.6 155.3 171.4 73.7 155.8 96.3 20" 24" 28' 30" 32" 36' 40" 42° 42" 195.0 98.0 195.0 132.7 98.3 176.9 192.9 195.0 195.0 110.6 195.0 147.4 165.3 94.4 195.0 94.8 188.6 126.4 154.3 195.0 88.5 117.9 144.6 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3. 66.3 88.5 110.2 146.9 63.2 84.2 20" 24" 28" 30"48"180.0 32" 36" 40" 42" 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 138.2 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20" 24' 28" 30' 32' 36" 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 1 54" I 150.0 195.0 86.0 129.0 133.3 195.0 76.4 114.7 40" 120.0 180.0 68.8 103.2 42"171.4 65.5 98.3 20" 24" 28" 30' 32' 36" 40" 42" 60" 195.0 195.0 123.8 185.8 - 180.0 195.0 103.2 154.8 154.3 195.0 88.5'' ` 132.7 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.1 -120.0 -180.0 68.8 103.2 108.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 20' 24' 28" 30" 32" 36' 40" - 66" _ _ _ 105.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 123.1 136.4 190.9 78.2 109.5 122.7 171.8 70.4 98.5 20" 24" 28' 30' 32" 36' 72" 195.0 195.0 129.0 180.6 187.5 195.0 107.5 150.5 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 80.6 112.9 125.0 175.0 71.7 100.3 PERFORMANCE VALUES OF INSTALLAT ON ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" O.C. AT `10" 0.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 32"76" 36" - -- 133.2 195.0 76.4 122.2 1.18.4 189.5 67.9 - 108.6 20" 24" 28" 30" 32" 78" 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.1 20" 24" 28" 32" 84" 195.0 195.0 132.7 195.0 195.0 195.0 110.6 165.9 165.3 195.0 94.8 - 142.2 _ 154.3 195.0 88.5 132.7 ANCHORS WITH SHEAR CLIP • • • • • •••• a • •••• • •• •• • • • • • • • YPICAL ANC ORS: SEE ELEV. FOR SPACING 1/4" DIA, KWIK-CON 11 BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy= 155 KSf INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1--1 /4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS. (MIN. THK. = .090" INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE WO -CONCRETE AND MASONRY = 2-1 /2" MIN INTO WOOD STRUCTURE = 1" MIN. NTO_METAL_STRUCTURE CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr. JAVAD AHMAD CML FLA. PE f 70592 C.A.N. 538 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15-O51lZ" lq Expiration Dale CO . 26, !201 a / By 1 4✓[., Miam' Itade Product Control J 0 w Q a N O d • 6 � Q LL O t •r g il O a• . <o a °t G enc • 3� •ev • Ea .4.02 Jama•,1 et w 0 0 0 O_ co 3 J z a a O 0 W CD M N • • • ) •• • ••• • • • N •. • in 0 tO Z M .•_ • urn • N O iireww'" O re F k ono • N to tO O M Z• z�� M o� .. a c O Q) c 0 0. 0 eA G) w 1- 0 u z cc U W 2 0 0 0. z 0 z 1, x a U O Z .0 0 b N N n N O co h O 0 C 0 x o • 0 x o ~ • lav t � [drawing no. (W98-100 V sheet 6 of 7 �• • • • b•••• • • • •• • • • • II x1•'O NCE VALUES OF INSTALLATION AN 4.,, .. REFER TO SHEET. 5 FOR DETA<LS _ WINDOW DIMS. ANCIi~OIS`l1/t SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0 . " AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT ET.(+)/It .(-)EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 19-1/8' 26-1/2" - 37" 26" 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19-1/8' 26-1/2" 37" 38-3/8' 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182.6 78.5 104.7 19-1/8" 195.0 195.0 153.5 191.9 26-1/21 50-5/8" 193.2195.0 110.8 138.5 37' r-1-3-8.4-41"11 173.0 79.3 99.2 1 -1 8 26-1/2" 37" 42" 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.8 111.6 98.0 171.4 56.2 98.3 19 -1 /8" 26-1/2" 37" 74-1/4' 195.0 195.0 130.8 195.0 164.7 195.0 94.4 151.1 117.9 188.6 67.6 108.1 ANCHORS WITH SHEAR CLIP • • • • • •••• a • •••• • •• •• • • • • • • • YPICAL ANC ORS: SEE ELEV. FOR SPACING 1/4" DIA, KWIK-CON 11 BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy= 155 KSf INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1--1 /4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS. (MIN. THK. = .090" INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE WO -CONCRETE AND MASONRY = 2-1 /2" MIN INTO WOOD STRUCTURE = 1" MIN. NTO_METAL_STRUCTURE CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr. JAVAD AHMAD CML FLA. PE f 70592 C.A.N. 538 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15-O51lZ" lq Expiration Dale CO . 26, !201 a / By 1 4✓[., Miam' Itade Product Control J 0 w Q a N O d • 6 � Q LL O t •r g il O a• . <o a °t G enc • 3� •ev • Ea .4.02 Jama•,1 et w 0 0 0 O_ co 3 J z a a O 0 W CD M N • • • ) •• • ••• • • • N •. • in 0 tO Z M .•_ • urn • N O iireww'" O re F k ono • N to tO O M Z• z�� M o� .. a c O Q) c 0 0. 0 eA G) w 1- 0 u z cc U W 2 0 0 0. z 0 z 1, x a U O Z .0 0 b N N n N O co h O 0 C 0 x o • 0 x o ~ • lav t � [drawing no. (W98-100 V sheet 6 of 7 �• • • • b•••• • • • •• • • • • 0 io 8 • PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT INT.(-) WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 20" 24" 28" 30° 32" 36' 40" 42" 36" 110.0 , 195.0 110.0 0 110.0 186.5 110.0 182.4 110.0 179.5 110.0 177.3 20" -24" 28' 30' 36" 76" 105.8 90.9 80.5 76.3 60.0 60.0 120.0 120.0 110.3 104.7 60.0 60.0 105.8 145.1 97.0 120.0 20' 24" 28" 30" 32" 36' 40" 42' 42' 110.0 179.5 110.0 159.6 106.9 146.6 103.5 141.9 100.7 138.1 97.0 120.0 95.2 120.0 95.0 120.0 20" 24° 28' 30° 32' 20" 24' 28" 30" 32' 78' 84" 102.7 120.0 88.2 120.0 7 7.9 120.0 101:3 60.0 110.0 97.0 85.5 60.0 60.0 20" 24' 28" 30" 32" 36" 40' 42" 48' 110.0 195.0 110.0 177.3 110.0 160.9 20' 24" 28" 30" 32' 36" 40' 42" 54' 110.0 154.8 109.1 120.0 103.5 120.0 99.8 120.0 95.0 120.0 110.0 174.1 110.0 99.8 95.5 152.0 120.0 120.0 91.9 120.0 86.2 118.2 20' 24' 28" 30" 32" 36" 40' 82.2 112.7 80.6 110.5 110.0 153.2 97.0 133.0 86.8 119.0 82.8 79.4 73.9 60.0 113.5 108.8 101.3 60.0 .a a 20" 24" 28" 30' 32" '36"' 40" 66" . a a A - 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 87.3 119.7 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 36" 72" 110.0 15 97.0 x20.0 86 117.9 81.7 77.9 106.9 60.0 60.0- 1 12.0 60,0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 110.0 195.0 26-1/2" 26° 110.0 195.0 37" 110.0 184.2 42' 110.0 152.4 19-1/8" 110.0 195.0 26-1/2" 38-3/8' 110.0 172.6 110.0 156.3 37' 42' _ 95.7 120.0 19-1/8' 110.0 195.0 26-1/2" 50-5/8" 110.0 154.7 94.0 120.0 37' 42' 89.8 120.0 19-1/8" 109.3 149.9 -1/2' 63" 84.8 116.2 " 67.9 93.1 42' 60.0 60.0 19-1/8" 110.0 154.8 26-1/2" 74-1 ." 86.4 118.5 37° 60.0 60.0 19-1/8" 10''-• 120.0 26-1/2" 76' 84.0 115.2 37' 60.0 . 19-1/8" 108.3 120.0 26-1/2' 77" 82.7 113.4 37" 60.0 60.0 TYPICAL ANCHORS: SEE ELEV. 1 -C •, . .l DIRECTLY INTO CONC. OR 1-1/4" MIN. EMBED • - /L41111•JY I ! W!1CV i./. SPACING (Fu=163 KSI, Fy=157 KSI) SONRY 0 CONC. OR MASONRY ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. x 0, #14 SMS AT 6" FROM E 17" O.C. M 24" 0.C. N •e -d . 2 1/2" MIN. 4 EDGE DIST. -1 AT JAMBS AT HEAD/SILL 2 to 0) d A TYPICAL ANCHORS TYPE 'A' OR 'B' AT 6" FROM ENDS AND " 0.C. MAX. AT JAMBS 1 ' �.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5' TYPICAL INSTALLATION ON ALL FOUR SIDES/USING ALUMINU J • • • • • •• • • 00.0 • • •••• • •• •• #14 SMS •• • AT 6" FROM ENDS • • 17" O.C. MAX. AT JAMBS • • 44'• 24" O.C. MAX. AT HEAD/SILL 1" MIN. V) Y 0) TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17" O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES IL SUCK SYSTEM FW Q 0. CL O r ov Q a0w0) 0 O Q Q fllr tel 2 .Jam •1 • ( . . • L4.1 238 ALU V) 0 0 0 0 COM P i • •• • 4400 • • • •• • 044 - •fn O • Oa ao =N V) F- r, • r' ZZ� • O O 5 o0�� 0 to 41) n rn N 0 M 0 c 0 a) 3- 1 U 0 iJ sx U RER W GEN w NO • • • • i I • • •••• • •• • • Fu=177 KSI, Fy=155 KSI DIRECTLY I - d CONC. OR FILLED BLOCK 1-1/4" % N. EMBED INTO CONCRETE 2- MIN. EMBED INTO GROUT FILLED BLOCKS rl (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI_ MIN. _ C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. .845 .065 .903 F� ALUMINUM BUCK OPTIONAL COVER 6063-T6 6063-T6 Engr: JAVAD AHMAD CML RA. PE`# 70592 C.A.N. 3538 P �>r.UCT REVISED ing with the Florida as con Building ' e Acceptance L' 'ration Date ay Poi J5-o512"jq 2o:s Dade Product • 0 m 4 N M 10 N N 0 0 [V 0 N 0 yN 0 x a O u c � drawing no. 1 W98-1 OOj sheet 7 of 7 { DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors) 010t}_NV'25'". treet (Mi—ami FL 3-3172) SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Copnty PreNnt Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cotinty) res ye the right • to have this product or material tested for quality assurance purposes. If this prodtx>t •or materia% Fails •, ; • perform in the accepted manner, the manufacturer will incur the expense of such•testing and the•AHJ may • immediately revoke, modify, or suspend the use of such product or material within tlir3ix jurisItgtiog. REk reserves the right to revoke this acceptance, if it is determined by Miami -Dade •C'&inty Prbdutt Contra : • • • Section that this product or material fails to meet the requirements of the applicable j)tuji}ing calve :•: This product is approved as described herein, and has been designed to comply:w th.the Florida )3uilding • Code, including the High Velocity Hurricane Zone. • •• •• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy MESCRIPTION: Series ``Sentinel'! Unclipped,_Extruded Aluminum Tube Mull�a�i �_L.M'T-j • APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. MutliOns", sheets 1 through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami–Dade County Product Control Section. (MISSILE IMPACT _RATING: Large andSmall_Missile Jmpact Resistant) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 nutnber 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# 11-1031.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • MIAMI•DADE COUNTY APPROVED aSrarFoW44111nit axpiratio>>_Date: epteg mz . ber,22; 2:020; Approval Date: March 05, 20 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS -94 3) Water Resistance Test, per FBC, TAS 20214 ••• along with marked -up drawings and installation diagram of an aiumiirum Tulle rctullion, prepared by Hurricane test Laboratory, LLC, Test Report No. • HTL-0080-0303-11, dated 03/24/11, signed and sealed by Virtu J. Abrahanl,1 .E. • . . (Submitted under NOA No.11 -0330.22) 11••• • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94..•..• •' :.: 2) Uniform Static Air Pressure Test, Loading E C TA§•A-94 3) Water Resistance Test, per FBC, TAS 202494 • : . 4) Large Missile Impact Test per FBC, TAS 201,94 • • • . • .•• 5) Cyclic Wind Pressure Loading per FBC, TI 2d3-94 • • • •: • along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0301-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.19) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 r' Ma met Pfpr , P.E. Product Control E miner NOA No. 14-1103.09 Expiration Date: September 22, 2020 Approval Date: March 05, 2015 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement_ etter o co ormance, comp yrng wi FBC-5 h Edition (2014), and ofna CFinanciai interest, dated October 4,a2014,aissuedmby Al:Farooq Corporation, s gnedan ealaby ar vad Ahmad,,PE�`. 2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Virtu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issta by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed arld ealed4 Vinu J....,. Abraham, P.E. • •' , •' (Submitted under NOA No. 10-0510.14) • " 4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009? signed by Manuel Perez, P.E. • • • • • '• .. ,• (Submitted under NOA No.10-0510.14)• a •• ., • G. OTHERS •.. • • . . • . • •• 1. Notice of Acceptance No. 11-1031.07, issued to CGI Wind'owz'and Doors for their Series "Sentinel' Unclipped Extruded Aluminum Tube Mullion L.M.1.'appr?ved bn 01/12/12 and expiring on 09/22/15. Manuel P5ez,p.E. j_- Product Control Exa,jniner NOA No. 14-1103.09 Expiration Date: September 22, 2020 Approval Date: March 05, 2015 E-2 • • 1 1.000 1 1.000 -�{ t.000 4.000 • 3.000 _ 2.500 .125 1 X 2-1/2 TYP. • STD. TtBE .125 1 X TYP. - 3 STD. tom- TUBE .125 1 X TYP. - 4 STD. I� TUBE 6063-T6 6063-T6 6063-T6 SERIES SENTINEL UNCI;IPPED ALUMINUM MULLIO T 1S1\T 1Sn WIND -01V FRAME MEMBER INCLUDED JN P OPERTIES FIESE-'MULUONS TU BE USED WITi li SERIES 130 SENTINEL FIXED WINDOW ERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 1 0 SEN INEL HORIZ. SLIDING WINDOW/ FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES; 1THIS PRODUCT IAS BEEN DESIGNED AND TESTED T COMPLY WFThl THE' (REQUIREMENTS OF THE URFL ORIDA_BUILOINGr COPE INCWDING_HLOH_VELOCiTY' RICANE ZONE (HVIIZ)� ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. FIESE-MDC ONS ARE RATED FOR LARGE _& SMALL MISSILE. ,IMPACT INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1, STEP 2 STEP 3 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE CONNECTION OF WINDOWS TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION - - MUST -EQUAL -OR -EXCEED REQUIRED LOADS. - Engr: JAVAD AHMAD CML FLA. PE 70592 CAN. p538 It �EB/ 5 • • • ••- • • •••• • • •••• • • •• •• • • • • • • • • • • •• • PRODUCT REVISED ns complying with the Florida Building code 1""/ 1113 Accaptnnce No Expiration Date ; _ga 2D 201k gy ;41 Aag Miantybadc Product ControtJ t 0 z 0 -J • ••• • • .• • • • • • •••• In• • • O � O w O w rs- Nice. o .to y, � 3 � Zz� 3 o.o o� FAX. (305) 593=6592 r-, 0 .> 0 U 0 0 0 0 0 1- UPDATED TO 2014 FBC NO CHANGE THIS SHEET m 0 0 0 of 0 ri 0 0 c m U 0 ire a b L u drawing no. M10=�01 sheet . 1 of 7 �• • • • • • • • •• • • •••• • • •••• •• • • sheet 2 of 7 ) TYP. f OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART 'A' FOR CAPAZIW _z a_ z 0 1 // ,/ // .-/ wl W2 4. ;qt N 1 FIXED TO FIXED SEE CHART 'A' FOR CAPACITY EXTERIOR tar SEE CHART 'B' FOR CAPACRY SEE CHART 'A' FOR CAPACITY a. a z 0 L.. 1 1,1 1 /. /. // ., /- // 7. �1 c W1 I W2 tar SEE CHART 'B' FOR CAPACRY SEE CHART 'A' FOR CAPACITY a. a z 0 L.. 11 1 1 1 ., /- // 7. �1 c /. /1 /. // 1T- 1 I WI W W2 U a FIXED TO S.H. FIXED TO H.R. FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL MULLION COMBINATIONS. 1 I I W1 W2 FRAMES MAY BE FLANGE OR EQUAL LEG TYPE SEE SHEET 7 FOR FRAME DETAILS t SEE CHART 'A' FOR CAPACITY H.R. TO H.R. EXTERIOR .• ... •. . • • . •••• . . .. •• • • • • • • • • • • •• • WIDTH (W) — W1 + W2 2 i 11 I /. // 1 7. '1 7. �1 c r I WI 1 W2 r S.H. TO H.R. RODUCr RF,VISED s colnpfying with the Florida Building Codc ff Acceptance No [41' o Expirnlion Datc i~ a)_ Mian Dade Product ontc6l Engr. JAVAD AHMAD CI FIA. PEI , 70592 C.A�N.' . 38 / / 1 '€ v 0 0 z 0 J J C • ••• N 0 J zE W a a U d z 6 03 W Lai (/),, • • .• . • N 151 01 • (5) M at ••• • N (n• • cr • • is, O w12 .. 1— O .n r7 Zz�'.. p Q E UQ�� C c 0 0 0 0. 0 coco NO CHANGE THIS SHEET NO CHANGE THIS SHEET a a 0 v O 0 N 0 0 m 0 0_ l N k. U drawing no. M 1-0=01— • .: • ►•••• • . ► • • • • .• • • Imp, HART ArlYESIGN LOA 1 CAPACI'T'Y 1 ULUON WITH ANY "COMBINATION OF SERIES SENTINEL L atzwAL SU_DI G OFLSINGLuaguitI DOV►S; WINDOW DIaIS. COtA' 2 ANCHORS AT EACH SIDE OF MULLION (EACH SIDE OF -MU WOO WIDTH (W) _ MULL SPANMULL M8 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 L.X_2�^172 19-1/8' 26-1/2" ' 49' 53-1/8" 90.0 90.0 90.0 90.0 '90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 (50 51, 8 9fl.0 90.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 19-1/5' 26-1/2" 37' 49" 53-1/8" 63° 90.0 90.0 90.0 90.0 90.0 90.0 82.6 82.6 62.6 90.0 90.0 90.0 66.1 66.1 66.1 82.5 90.0 90.0 57.7 57.7 57.7 70.0 90.0 90.0 56.2 56.2 56.2 67.8 90.0 90.0 19-1/8' 26-1/2" 37" 49' 53-1/8" 76" 80.7 85.7 85.7 80.7 90.0 90.0 59.6 65.5 65.5 59.6 79.5 90.0 44.8 51.2 51.2 44.8 59.8 90.0 36.6 43.1 43.1 36.6 48.8 85.8 34.9 41.5 41.5 34.9 48.5 81.7 19-1/8' 26-1/2" 37' 49' 53-1/8" 85" 57.4 75.5 75.5 57.4 76.5 90.0 42.2 56.3 57.3 42.2 56.3 90.0 31.4 41.9 44.2 31.4 41.9 73.6 25.2 33.6 36.7 25.2 33.6 59.1 23.9 31.8 35.1 23.9 31.8 55.9 19-1/8' 26-1 /2"90' 37' 49' 43.2 48.2 64.3 70.8 48.2 64.3 90.0 35.4 47.2 53.5 35.4 47.2 82.9 26.2 35.0 41.2 26.2 35.0 61.4 20.9 27.9 33.9 20.9 27.9 ( 49.0 19-1/8' 26-1/2" 37' 96' 39.6 52.9 65.9 39.6 52.9 90.0 29.0 38.7 49.6 ' 29.0 38.7 68.0 21.4 28.6 38.0 21.4 28.6 50.2 NOTE; MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS i �i 1 MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WI ' OW DIMS. 1 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS CHART 'A' DESIGN LOAD CAPACITY - PSF 1 MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WI ' OW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X2-1/2 MULL TUBE 1 X 3 MUL UBE 1' 4 24" 30" 36" 42" 48" 54" 60' 90.0 90.0 90.0 90.0 90.0 10.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.1 90.0 24" 30" 38" 42" 48" 54" 60" 60" 90.0 90.0 90.0 90.0 90 ' 90.0 80.6 80.6 80.6 90.0 9-.0 90.0 72.0 72.0 72.0 90.0 0.0 90.0 •6.5 66.5 66.5 89.7 90.0 90.0 :- .0 63.0 63.0 84.1 90.0 90.0 61 61.1 61.1 80.9 90.0 90.0 60. 60.5 60.5 79.8 90.0 90.0 24" 30" 36" 42" 48" 54" 60' 72' 75.6 75.6 75.6 77.1 90.0 90.0 63.3 63.7 63.7 63.3 84.4 90.0 54.5 56.0 56.0 54. _ 72.7 90.0 48.6 50.8 50.8 4 • 64.8 90.0 44.5 47.3 47.3 -..5 59.4 90.0 41.7 4.8 44.8 1.7 55.7 90.0 39.9 ` .2 43.2 39.9 53.3 90.0 24" 30" 36" 42" 48" 54" 64' 47.9 63 1 . 63.0 47.9 64.0 90.0 39.1 52. 52.6 39.1 52.1 90.0 33.3 44.5 45.8 33.3 44.5 78.1 29.4 39.2 41.1 29.4 39.2 68.9 26.6 35.5 37.8 26.6 35.5 62.3 24.6 32.8 35. 24.6 32.8 57.6 24" 30" 36" 42" 48" 96' 31.9 42.5 5 ' 0 31.9 42.5 74.7 25.9 34.5 .8 25.9 34.5 60.6 21.9 29.3 8 21.9 29.3 51.4 - 25.6 34. - 25.6 45.0 - 23.0 31. -- 23.0 40.4 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS WIDTH (w) - W1 + W2 2 FLANGE OR FLUSH FRAMES, MULLION SPAN ri 1 A WI 1 OR 2 ANCHORS AT EACH SIDE OF MULLS OTHER ANCHORS TO BE AS PER •�W NOA DETAILS W2 WIDTH WIDTH (W) = W1 + W2 2 FIN FRAMES • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • NOTE: REFER TO PAGE 2 FOR OTHER COMBINATIONS. Engr. JAVAD AH6UAD CML FLA. PE .11 70592 CAN.' 538 • 015 PRODUCT REVISED as complying with the Florida Building Code /III �1lG, Acceptance No�J -! I:Xpifation D��Y %jj:gate s .. / t) B}}kSNfv�- ,,.f Fi�. Monti ado Product Control ;' 11 ,i Z A O I- '1.7. W N N g o 8 • J 0. rt O t v O 41t get& 5 V O z 0 J J C • ••r • • • •• • N • 10 • • 1 • rn a •� • •• is O w . 0 C V 43 N1r1o �I zz�� 0 M 0 5 o a_ d r� r, 0 1t C 0 0, 0 w 0 N 0 S W 2 S U 0 z NO CHANGE THIS SHEET NO CHANGE THIS SHEET v 0 0 • • 0 U l 0 c 0 v 01 • • • drowing no. M10--01-- sheet 3 of 7 1 1 . . 1 WIDTH (w) - W1 + W2 2 FLANGE OR FLUSH FRAMES, MULLION SPAN ri 1 A WI 1 OR 2 ANCHORS AT EACH SIDE OF MULLS OTHER ANCHORS TO BE AS PER •�W NOA DETAILS W2 WIDTH WIDTH (W) = W1 + W2 2 FIN FRAMES • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • NOTE: REFER TO PAGE 2 FOR OTHER COMBINATIONS. Engr. JAVAD AH6UAD CML FLA. PE .11 70592 CAN.' 538 • 015 PRODUCT REVISED as complying with the Florida Building Code /III �1lG, Acceptance No�J -! I:Xpifation D��Y %jj:gate s .. / t) B}}kSNfv�- ,,.f Fi�. Monti ado Product Control ;' 11 ,i Z A O I- '1.7. W N N g o 8 • J 0. rt O t v O 41t get& 5 V O z 0 J J C • ••r • • • •• • N • 10 • • 1 • rn a •� • •• is O w . 0 C V 43 N1r1o �I zz�� 0 M 0 5 o a_ d r� r, 0 1t C 0 0, 0 w 0 N 0 S W 2 S U 0 z NO CHANGE THIS SHEET NO CHANGE THIS SHEET v 0 0 • • 0 U l 0 c 0 v 01 • • • drowing no. M10--01-- sheet 3 of 7 NOTE: MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN CHART 'B' DESIGN LOAD CAPACITY - PSF IIIr MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MA" TUBE 1 X 2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 19-1/8' 26-1/2" 37" 49° 53-1/8" 50-5/8' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 •0.0 90.0 90.0 90.0 90.0 90.0 9t.> 90.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 85.0 85.0 a .0 90.0 90.0 90.0 19--1/8' 26-1/2" 37° 49' 53-1/8" 63" 90.0 90.0 9..' 90.0 90.0 90.0 82.6 82.6 82.6 90.0 90.0 90.0 66.1 66.1 66.1 •0.0 90.0 90.0 57.7 57.7 57.7 9. • 90.0 90.0 56.2 56.2 56.2 88.5 90.0 90.0 19-1/8' 26-1/2" 37" 49" 53-1 /8" 76" 85.7 85.7 85.7 90.0 90.0 90.0 65.5 65.5 65.5 77.7 9' 4 90.0 51.2 51.2 51.2 58.5 73.4 90.0 43.1 43.1 43.1 47.7 60.0 86.3 41.5 41.5 41.5 45.5 57.2 75.6 19-1/8" 26-1/2" 37" 49' 53-1/8" 85" 74.6 75.5 75.5 74.8 90.0 90.0 55.0 57.3 57.3 55.0 69.1 90.0 40.9 44.2 44.2 40.9 51.4 83.1 32.9 36.7 36.7 32.9 41.3 66.8 31.1 35.1 35.1 31.1 39.1 63.2 19-1/8' 26-1/2"90" 37" 49" 89.6 62.9 70.8 70.8 62.9 79.0 90.0 46.2 53.5 53.5 46.2 58.0 90.0 34.2 41.2 41.2 34.2 43.0 69.4 27.3 33.9 33.9 27.3 34.3 55.4 19-1/8' 26-1/2" 37" 96" 51.7 65.0 65.9 51.7 65.0 90.0 37.9 47.6 49.6 37.9 47.6 76.9 27.9 35.1 38.0 27.9 35.1 56.7 NOTE: MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN 1 OR 2 ANC • - S AT EACH SIDE OF MULLS ALL OTHE" ' CHORS TO BE AS PER WINDOW •A DETAILS CHART 'B' DESIGN LOAD CAPACITY - PSF IIIr MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULUON WIDTH tl'n MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 24" 30" 36" 42" 48" 54" 60" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 24" 30" 36" 42" 48" 54' 60' 90.0 90.0 90.0 90.0 90.0 90.0 60" 80.6 80.6 80.6 90.0 90.0 90.0 72.0 72.0 72.0 90.0 90.0 90.0 66.5 66.5 66.5 90.0 90.0 •4.0 63.0 63.0 63.0 90.0 90.0 90.0 61.1 61.1 61.1 90.0 90. ' 90.0 60.5 60.5 60.5 90.0 •°..0 90.0 24" 30" 36" " 48 54" 60' 72' 75.6 75.6 75.6 90.0 90.0 90.0 63.7 63.7 63.7 82. 90.0 90.0 56.0 56.0 56.0 .1 89.3 90.0 50.8 50.8 50.8 63.4 79.6 90.0 47.3 47.3 47. 58.1 72.9 90.0 44.8 44.8 .8 54.4 68.4 89.6 43.2 43.2 43.2 52.1 65.4 86.4 24" 30" 36"84" 42" 48" 54." 62.6 63.* 63.0 62.6 78.6 90.0 51.0 .6 52.6 51.0 64.1 90.0 • 5 45.8 45.8 43.5 54.6 88.3 38. 41.1 41.1 38.4 48.2 77.9 ° .7 37.8 37.8 34.7 43.6 70.4 32.1 4 35.4 32.1 40.3 65.1 24" 30" 36" 4 = " 48" 96' 41.6 52. 54.0 41.6 52.2 84.4 33.7 42.4 44.8 33.7 42.4 68.5 28.6 36.0 .8 28.6 36.0 58.1 25.1 31.5 34. . 25.1 31.5 50.9 22.5 28.2 31.5 22.5 28.2 45.6 1 OR 2 ANC • - S AT EACH SIDE OF MULLS ALL OTHE" ' CHORS TO BE AS PER WINDOW •A DETAILS Engr. JAVAD .MAD CML FLA. PE 1 705 C.A.N. 353,8 y1 \ t • • • • 4 •• 4 4 •••• • A •••• • •• •• • • • . • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No "*-11 Vv• O f Expiration Date 1 Z 020 Mi;u» 93adc Product Co trtt of •ia 5-2015- - - - Z 0 H toi cg w. 0 0 o ce0 Q V Q (ehr)i O W M O �Q 0 R•p• re -Q) . ffr *1-41 G. --g IL ilk MULLION\M 10-01 CGI C ) • • • •• • z 0 -J w 0 U w N 4N.t w to • • • • •Ill•• • O Li+ O LJ ce to FAX. (305) 593-6592 16 N NM tO 0 �� Z_ Z LL po er.. r Q o C c O rn .5 s- 0 O 0) W x 1- W 2 V 2 NO CHANGE THIS SHEET NO CHANGE THIS SHEET >. .0 0 d 0 O C CD U 0 0 4.71 1 3J v oT 0 i ) drawing no. M-10--01- sheet 4 of 7 • • • • • • • .• • • • • IIIr Engr. JAVAD .MAD CML FLA. PE 1 705 C.A.N. 353,8 y1 \ t • • • • 4 •• 4 4 •••• • A •••• • •• •• • • • . • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No "*-11 Vv• O f Expiration Date 1 Z 020 Mi;u» 93adc Product Co trtt of •ia 5-2015- - - - Z 0 H toi cg w. 0 0 o ce0 Q V Q (ehr)i O W M O �Q 0 R•p• re -Q) . ffr *1-41 G. --g IL ilk MULLION\M 10-01 CGI C ) • • • •• • z 0 -J w 0 U w N 4N.t w to • • • • •Ill•• • O Li+ O LJ ce to FAX. (305) 593-6592 16 N NM tO 0 �� Z_ Z LL po er.. r Q o C c O rn .5 s- 0 O 0) W x 1- W 2 V 2 NO CHANGE THIS SHEET NO CHANGE THIS SHEET >. .0 0 d 0 O C CD U 0 0 4.71 1 3J v oT 0 i ) drawing no. M-10--01- sheet 4 of 7 • • • • • • • .• • • • • = z 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART FOR CAPACITY CHART 'C' DESIGN LOAD CAPACITY - PSF HORIZONTAL MULUON WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SUDING WINDOW WINDOW SIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT T' o -0M HEIG MULL TUBE 1 X 2-1/2 MULL TUBES 1 X 3 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 52-1/8" 62" 12" ' 0.0 90.0 90.0 90.0 18" 18" 9''. 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 90.0 30" 90.0 •0.0 90.0 90.0 90.0 36" 90.0 90. " 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 52-1/8' 48" 90.0 90.0 - 4.0 90.0 - 73" 25" 12" 90.0 90.0 90. ' 90.0 84.0 18" 90.0 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 0 90. 30" 81.6 81.6 90.0 90.0 48" 36" 74.9 74.9 90.0 90.0 12" 42" 69.9 69.9 90.0 90.0 60.7 48" 66.3 66.3 86.9 90.0 52-1/8" 71.8 12" 90.0 90.0 90.0 90.0 90.0 16" 90.0 90.0 90.0 90.0 37-3/8" 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 73" 12" 90.0 90.0 90.0 90.0 18" 85.9 86.1 90.0 90.0 24" 76.6 76.6 90.0 90.0 30" 69.8 69.8 90.0 90.0 36" 64.8 64.8 83.4 90.0 42" 61.0 61.0 78.4 90.0 48" 58.3 58.3 74.6 90.0 36" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 9 30" 90.0 90.0 90.0 • 0.0 36" 90.0 90.0 90.0 90.0 42" 90.0 90.0 •'.1 90.0 48" 90.0 90.0 90.0 90.0 52-1/8" - 49-5/8" - _ __ 12" 90.0 90... 90.0 90.0 18" 90.0 i.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90' 90.0 90.0 90.0 36" ; 5.9 85.9 90.0 90.0 42" 83.3 83.3 90.0 90.0 - 81.9- - -81.9 - - 90.0 - - 90.0 73" 12" 79.1 82.8 90.0 90.0 18" 71.2 73.1 90.0 90.0 24" 65.0 66.1 83.2 90.0 30" 60.2 61.0 77.0 90.0 36" 56.4 57.1 72.1 90.0 42" 53.4 54.2 68.3 90.0 48" 5i.2 52.0 65.4 90.0 = z 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART FOR CAPACITY CHART 'C' DESIGN LOAD CAPACITY - PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SLIDING WINDOW WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULUON WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2-1/2 MULL TUBES 1 X 3 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 36" 62" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 48" 90.0 - 90.0 90.0 90.0 52-1/8' 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 84.0 84.0 90.0 90.0 30" 79.3 79.3 90.0 90.0 36" 76.1 76.1 90.0 90. 42" 74.1 74.1 90.0 = 41.0 48" 73.0 73.0 90.0 90.0 73" 12" 66.3 70.6 8. 90.0 18" 60.7 63.4 7.6 90.0 24" 56.2 58.1 71.8 90.0 --." 52.5 67.2 90.0 36 49.6 51.0 63.4 90.0 42" 47. 48.7 60.5 . 89.3 48" 46.9 58.2 86.1 = z 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART FOR CAPACITY WINDOW WIDTH FIXED OVER H.R. Engr: JAVAD AHMAD CML FLA. PE 1 70592 CAN. 538 ZUDUCT REVISED DS • iplying with the Florida 13uitdi ; Code Acceptau . No i'4 -!/o3. I Expiration Dale - E I3 iia�iti a Product Cantrgd • • • • • 4 •• . .••• . •••• • •• .• • . • • • • •• J 0 aI a ce O 0 ti p.•g. ceczooug G ` ce• ce ow Q WHrf► •• • FAX,. (305) 262-6978 c5 0 0 z 0 -J V) 0 • . u) ••• • co •• . 1 •. rn Q Li) . 0 V) 1 c O v 0 i/ c. 0 0 UPDATED TO 2014 PK NO CHANGE THIS SHEET a .0 46 0 0 of O 0 O 0 a U d u •• • • . • . drawing no. M1 0-01 sheet 5 of 7 • • • •� • • • • / 1 // // WINDOW WIDTH FIXED OVER H.R. Engr: JAVAD AHMAD CML FLA. PE 1 70592 CAN. 538 ZUDUCT REVISED DS • iplying with the Florida 13uitdi ; Code Acceptau . No i'4 -!/o3. I Expiration Dale - E I3 iia�iti a Product Cantrgd • • • • • 4 •• . .••• . •••• • •• .• • . • • • • •• J 0 aI a ce O 0 ti p.•g. ceczooug G ` ce• ce ow Q WHrf► •• • FAX,. (305) 262-6978 c5 0 0 z 0 -J V) 0 • . u) ••• • co •• . 1 •. rn Q Li) . 0 V) 1 c O v 0 i/ c. 0 0 UPDATED TO 2014 PK NO CHANGE THIS SHEET a .0 46 0 0 of O 0 O 0 a U d u •• • • . • . drawing no. M1 0-01 sheet 5 of 7 • • • •� • • • • EDGE DIST. 1BY WOOD BUCK 4 d • 4 - 4 4 • ••d. • 0 W X d • TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL(AT WINDOW FRAME) SEE SHEET 3 & 4 FOR CAPACITY 4 • d a • J y !i i a 4 4 -'A • 6 z$ 5 41 U o • 44 . 4 4. • EDGE -DIST. Ist TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY EDGE DIST. METAL STRUCTURE 2BY WOOD BUCK OR WOOD STRUCTURE TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS SEE..ELEV._FOR ..SPACI tt 174 Ar TA ? O14 BY NT02 #8 SMS 1-1/4" MIN. WOOD EMBED 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS L1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY • •• •.• •.•• • • •.•• • • •• • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ••• AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0301ie6Y CK�INTO GONG flR MASONRY) 1—i%2" MIN. EMBE© INTO CONCRETE L! yD SI L ECTL'r INTI COOR_MASQNRY i /2"—M N -EMBED - NTO CONCRETE (HEAD%SRI)) 7I%4"-D1A7vCTRACOTI _EIY `I;CCO (Fugj27 I S1....Ey ,15 KSI)) NTO'�2BY-WOOD BUCKS OR WOOD STRUCTURES) (1_71/2" MIN- PEN ETRATION—INTD WOOD.„ (HEAD/SILL/JAMBS); IRU 1 BY BUCKS INTO CONC._OR MASONR (i =1 j2"r IN.lEMBED:INTO=CONCRETE (1 EADf SILL)) (1-1/4"'- MI -EMBED=INTOTCONC:_OR MASONRYY(JAMSS)) DIRECTLY INTO CONC. OR MASO@R' ) (1 72"`MIN MBEEnNTO C_0_NCRETE (HEAD SIL ,174"-IuIIN EMBED IN_T_0 __0_NC._OR_MASO.NI (JAM q '" bi2 S 4.�1?I311,1 tt scRfEW� c�DI NTO iimrST4 UC_DEES) A TEEL •:-1 G M((Fy'j36KSCMtN . LUMINU 1/8" THK._MII •_(6063=T6_MIN:) (STEEL IN CONTACT -WITH TALUMINUK - eLPLATED QR PAIN EI))) (TYPICAL EDGE DISTANCE? I„T0: CONCRETE AIdD ASONRY= (INTO WQOD_S7RUC_T_U-RE_-- r(CIA INTO METAL STRl1CTUREi e4= IMI�l. EOPD AT HEA), SILL OR JAMBS SG = 0.55_770 (CONCRETE AT- HEAOTS LL! OR JAMBS) f'c) X3000 PSI�MIN, (C=90 Fi0L1.OV�1/F LIED BLOCK AT JAhIBS f'iR -000 PS) MINS FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. ALSO APPLICABLE TO SINGLE HUNG AND HORIZONTAL SLIDING- WINDOW FRAMES IN FLANGE, - EQUAL LEG OR FIN FRAME CONFIGURATIONS. FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. 2 3/8" MIN. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2r". THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. Engr: JAVAD AHMAD CMI,. FLA. PE 170532 C.A.N. 3538 I 'f. PRODUCT REVISED as complying with the Florida Building Code Accrpt.vnce Ivo l t li�piyntifon Date , By _�f `� ei aL.�Fi ivtiart de Product Contr,01 r , f. a U 0 z 0 J • • • ••• • • • •• N 0 N 0 a 0 0) b UPDATED TO 2014 FBC PER RER COMMENTS 4) 0 0 O N O 0 m U • • ) SERIES 130 SENTINEL FIX. WDW. FLANGE FRAME CG! -118 SERIES 130 SENTINEL FIX. WOW. FLUSH FRAME CGI -119 1.015 p- JI=1.140 .065 4.430 TYP. 3.685 .3 2.440 H.R. WDW. FLANGE FRAME HEAD S.H. WDW. -FLANGE FRAME JAMB CGI -136 H.R. WDW. FLANGE FRAME JAMB - S.H. WDW.-FLANGE FRAME HEAD CGI -135 SERIES 110 SENTINEL S.H. WDW. FLANGE FRAME SILL CGI -137 2.737 2.505 •2.613 1.000 I .991 3.237 SERIES 120 SENTINEL H.R. -WDW. FLANGE FRAME JAMB CGI -139 FLANGE ADAPTOR - CGI -109 .180 • .• • • • •• • 2.505 H.R. WDW. FLUSH FRAME HEAD S.H. WDW. FLUSH FRAME JAMB CGI -102 2.885 SERIES 120 SENTINEL H.R. WDW. FLANGE FRAME SILL CGI -138 H.R. WDW. FLUSH FRAME JAMA S.H. WDW. FLUSH FRAME HEAD CGI -100 1.015 r- 1.140 3.930 .065 3.185 NP. 2.885 2.440 -1 SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME SILL CGI -113 1.429 2.505 SERIES 110 SENTINEL S.H. WDW. FLUSH FRAME SILL CGI -101 SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME JAMB CGI -116 Engr: JAVAD AHMAD CML FLA. PE it 7,0592 C.A.N. 353,8 • • •••• • • . • •. FIN ADAPTOR CGI -110 PRODUCT REVISED as complying with the Florida Building Code k Acceptance No F4- f E oOcit Expiration Date}} Lt - L` J titteLz. Mi f Dade Product Cnb Iro1 . 41*‘) Z co O Z v Qa N re O 0 O w a. Q:A L, O $64.8 0 G O Nte re �3 43 N u.g'4)=p - 0 0) 0 z O -J • • N Or ••• • COC • • •• M CC o O w • o I - i1) 3Nri`° o • N) K) Z Z .. 3 o 0 ° '-. } to c 0 co O ri. 0 0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET a� 0 D 0 0 of 8 ri ("1 0 0 C m U 0 N 1 0 °v m v` ) drawing no. -M 1-0=01 sheet 7 of 7 .• . f•••• • • • • •••• • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) (CGI Windows Doors; 1010 17 2 51 -Street •amiFL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this p;odu it or maferla'l.fails to perform in the accepted manner, the manufacturer will incur the expense of such* -Warm and, he AHJ may immediately revoke, modify, or suspend the use of such product or material withua• treir j urisdictipp. RFR reserves the right to revoke this acceptance, if it is determined by Miami-Dade•Eouty Product Contrpl Section that this product or material fails to meet the requirements of the applicable"l1ditding cgcle. ••• . ' v This product is approved as described herein, and has been designed to comply f the Flaride Building • • • Code, including the High Velocity Hurricane Zone. • • • = .•.• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m i a mid a d c.cov/economy .'• . •. .. •• . (RESCRII'TION des Clipped, Extruded riminum,Tube Mullion - L.M APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Mullion Elevations and betailtl'; sleets 1 '2' • : • 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared thy. Al:Farooci, Corporatiox,..� signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Sectidrl evisron stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. • •• SIL MPAC TING LargeAandySmall_Mrs rs li Impact Resistan 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 terrnination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED !S IOAo,Y,1 N5-0420 08' Expiration Date: March 28, 2012 pproval Date:.An ustJ3. 2015; Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared' by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ••••• 4) Small Missile Impact Test per FBC, TAS 21131-04 • • • • •• ••• • • 5) Large Missile Impact Test per FBC, TAS 2Q1,-�,4 • • ' • along with marked -up drawings and installation diagram of caseihent window mull�ci ..; using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurfit tf Testing 413, Inc., Test Report No. HTL-0080-0105-08 dated 03/26/08 for n ecimens No' •1 and•!• • •• p ••..• signed and sealed by Vinu J. Abraham, P.E. • • • . •• •• •• •••• • (Submitted under NOA No. 08-0331.07) • • • 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC,PA 2Ql•- j along with marked -up drawings and installation diagram •Qf §n al r in .m fil•ed• • window, prepared by Hurricane Test Laboratory, Inc. Test Report No. •• ; HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) .• • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t'' Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 E-1 F Manuel P i , P.E. Product Control xa iner NOA No. 1 -1420.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, 5pggimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/ }8,•signed arid•sealed by. • • • Vinu J. Abraham, P.E. • • "• • • • • (Submitted under NOA No. 08-0331.07) • • 3. Laboratory compliance letters for Test Report No. HTL-0089-0303-96, issued itr • •; Hurricane Test Laboratory, Inc., dated 03/06/96, signed and' SQ`aled bq {'!'smothy •S:••• Marshall, P.E. • • • . . •. • (Submitted under NOA No. 95-0929.39) . • 4. Laboratory compliance letters for Test Report No. HETI-96.525, rssued•bv Hunican4.:. Engineering & Testing, Inc., dated 02/12/96, signed and seale.d b5'.Hectdr M. Medi+• • • . . •. P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. E-2 Manue(Per: ' E. Product Control E ner NOA No. 15- i 20.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 2000 r-1.0001 -.125 Ix = .332 INV; Sx = .332 IN\3 1 X2 MULLION 6063-16 .125 2.000 .125 F� —2.000 J CLIP ANGLE 6063-T6 Ix = .9502 IN\4 Sx = .6335 IN\3 1X3 MULLION 6063-T6 4.000 Ix = 2.0374 IN\4 Sx = 1.0187 IN\3 W0(4' MULLION; 6063-T6 4.000 r -2.000---1j. l25 Ix = 2.9762 IN\4 Sx = 1.4861 IN\3 2X4 MULLION 6063-T6 .125 Imo --2.000 `,125 6000 Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2X6 MULLION 6063-T6 f 'W' DIMENSION MULLION 'W' - IN. 2" 1.688 3" 2.688 4" 3.688 6" 5.688 .715 .125 MULLION CLIP FOR 1 BY TUBES CGI -383 6063--76 1.700 2.000 .125 4.000 MULLION CLIP FOR 2BY TUBES_— CGI -395 6063-T6 TYPICAL GLAZING PRODUCT 2.000 3.000 ....S CO TAINI G TYPICAL GLAZING PRODUCTS; IQRIZONTAL74R VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. 000 1.000 • • .. • • •••• •• •••• • • •• •• • • • • • • • • • • •• • IvIUCCIt7N "SYSTEMS -R ITEDr-'OR oRGE MiSSICE IMPACT) D CAN BE USED WITH ALL MIAMI-DADE COUN] I_APPROYEDI IMPACT AND 0, LmeACT_RESISTANT PRQD_UQJS) RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1}tS PRObUCT 1HAS BEEN DESIGNED. AND TESTED TO COMPLY WITH THE - (REQUIREMENTS OF THE FLORIDA BUILDING. CODE IIGI NCLUDING-HLVELOCITY, (HURRICANE ZONE IHVHZ) w ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS • SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING_ ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Engr: JAVAD AHMAD CML FLA. P 70592 C.A.N. 3538 /1U ,:2015 I. PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 • • a ' 20.08 Expiration Dater N/A: a9he By 414i,. ' lap: Miam• ade Product [(g‘' 0 a2 Q: 0 E Cg 0 v• 3 M3 rn z 0 •• • � • , vl, J •• • M • E• •o Li in • CgCL i Ow v z tY O c N 0 Li vl N1 2Lu M M Z Z Z Lu n 1-i boa'' C3 35 i U rM r h 0 N L O a c 0 N UPDATED 70 2010 FBC UPDATED 70 2014 FBC -, v 0 a 1- O N 0 0 0 c1 Or: O 0 0 Lal a 0 m 0 x 0 c drawing no. M95 -13A Cheet 1 of 5 • •• • •••• • • ••• • �• drawing no.] (sheet 2 of 5 ) a 0 H w 0 MULLION LOAD CHART - L"x2"x1/8" ALUM. TUBE NO STEEL CGI1X2 57 UI VERTICAL O q 5' 2 MULUON GLAZING PRODUCT U q' 1 38-3/8" 4 1 a 38-3/8" MUL_ SPAN. P. ". ai _ - D. a a' 50-5/8 56" P= a D -1" MI LI SP D 60-5/8"NNN - t• 74-1/4" r .- 4 63" .. ..,, . .... . .,.. ... ..- .... .. - . .. . .. m N m ti I 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2x4x1/8 ALUM. TUBE NO STEEL CGI2X4 0-E 56• 63 74-1/4 84 108" M 96" MUL SPAN /8" — 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 0 J z to w 0 MULLION LOAD CHART 4:lx3x1/8 ALUM. TUBE NO STEEL CGI1X3 m VERTICAL O q 5' 2 MULUON GLAZING PRODUCT q' 1 38-3/8" P. a� - D. a' 50-5/8 56" a D -1" MI LI SP t• 74-1/4" 4 .. ..,, . .... . .,.. ... ..- .... .. - . .. . .. 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2x6x1/8 ALUM. TUBE NO STEEL CGI2X6 74-1/4" 96" - 1 08L 1♦ p 120' 144•'? 20 25 30 35 40 45 50 55 60 65 70 75 TRIBUTARY WIDTH - INCHES 80 85 M a N : M MULLION LOACi (HART 1x4x1/8 ALUM. TUBE NO STEEL COI1X4 50-5/8" 56" 63 74- 1/4" NUL - SP = \108" a- \ 36" 84- 20 25 30 35 40 45 50 55 TRIBUTARY WIDTH 60 65- 70 76 80 85 - INCHES GLAZING PRODUCT VERTICAL O q 5' 2 MULUON GLAZING PRODUCT W1 W2 _ ARCHES TO -BE INSCRIBED INSIDE RECTANGULAR SHAPE • • • . . •• • • HORIZONTAL MUWON • • )k%'GLAZING �� /;" PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN ••• • •. •• • • • • • • • TYPICAL MULLION ARRANGEMENTS WIDTH (W) = WI + W2 2 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Engr: JAVAD AHMAD CML FLA. RRE # 70592 C.A1M.3538 28?015 PRODUCT REVISED as complying with the Florida Building Code 1404.20.4013 Ex Acceptance No 7 Ex.iralion Date i .,�'.4% 2018 /Tis/ -`�'i 1 By Mian Dade Product Z 0 0 6 Q d N p°0 0 O t Q CLQ 0lCPU $.° Oma• • S). • • • .• • 4 4 J I Co zd In z O w z O • • •• • • . .• AX. (305) 593-6592 J C_ 0 O 0 O n U 0 0 ti 0 0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0 0 N CV n O O N n 0 0 W LL 04 •• • . • •••• • • •••• •. • • • 2 ANCHORS AT MULLION ENDS ANCHORS TYPE A CCIA2 U) ea 0' 03 20 25 30 35 40 46 50 56 60 65 70 TRIBUTARY WIDTH - INCHES gm J t` 5 W'D 0 LA 2 ANCHORS AT MULLION ENOS 76 90 BG ANCHORS TYPE BH CGIB112 SPA 20 26 30 35 40 45 50 55 60 65 70 75 TRIBUTARY WIOTH - INCHES \„% " tom__ GLAZING PRODUCT c___ NCHOR ErAIL #1 GLAZING PRODUCT VERTICAL MULLION SPAN MUWON SPAN GLAZING GLAZING T3 PRODUCT PRODUCT 3: ti w1 CLIP ANCHORS W2 CLIP ANCHORS C.1 tV H --4 v 4 ANCHORS AT MULLION ENDS E0-5 /8" 38-3/8- 6 63' UL 74-1 84" L\NSPAN 46' 10: 1 ANCHORS TYPE A CGIA4 20 25 30 35 40 45 50 55 60 66 70 TRIBUTARY WIDTH - INCHES a• ' N a 2 ANCHORS AT MULLION 38-3/8' ALlo ANCHORS TYPE B CGIB2 60-5 /8" 66" 63 -.'4- 1s• 1 75 80 86 20 25 30 36 40 46 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH - INCHES 20 25 30 35 40 45 50 55 60 65 70 75 80 65 TRIBUTARY WIDTH - INCHES HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE .- GLAZING --.---___,,4 � '7 PRODUCT `�N ,�-,� " tom__ GLAZING PRODUCT c___ NCHOR ErAIL #1 GLAZING PRODUCT CUP ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS m ..r N v 20 2 ANCHORS AT MULLION ENOS - ANCHORS TYPE BF CGIBF2 26 30 35 40 45 60 65 60 65 70 76 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTS ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS - OR—THRU-1BY WOOD BUCKS INTO CONCRETE (ANCHORS B+ tAPPU A6LE TO_ANCHORS_INTO CONCRETE) ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY ANCHORS 'BF' WIDTH (W) _ W1 + W2 2 80 86 1D a In 4 ANCHORS AT MULLION ENDS 20 m wt 25 30 35 40 45 50 55 60 65 70 76 8 TRIBUTARY WIDTH - INCHES • • • . • • Of • 4 ANCHORS AT MULLION ENDS /8- ••• .• •• • • • •• •� 86 • • ANCHORS TYPE BF CGIBF4 8-3 /8" /8- 3 L SPAN 4-1 4 6 20 26 30 35 40 45 60 55 60 65 70 75 90 TRIBUTARY WIDTH - INCHES 85 NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) OR WOOD STRUCTURES APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY PRODUCT REVISED as complying with the Florida Buildittg Code i5'0420.� Acceptance No Expiration Date' By Mian Dade Product Engr: JAVAD A1-IMAD CML FIA. PE if 70592 C.ArN. 3538 18 Z 7 JUL1`i�8 2015 O Z W N Q d N o O O a X IL a {Li o I. rl O 0c;.4 o40,e. � B to o A v ked • • • ( • • • 41 41 • •• • • • •• 0 N to 0 v a O 0. N O ANCHORS REV. 7 O 0 CC .0 c 0 5, 0 ~i ( a) 0 0 n 4,) N N Q) 0 O h 0 0 sc 0 w Lc .tl .01 drawing no. M95=-- 1-3A sheet 3 of 51 �• • •..• • • . •..• •• • 63- ULL SPAN 38-• 80-5/8" 74-1 .- F6" E4" 108 12.'`` ` • II•• • ANCHORS CGIB4 TYPE B • 1 • 20 m wt 25 30 35 40 45 50 55 60 65 70 76 8 TRIBUTARY WIDTH - INCHES • • • . • • Of • 4 ANCHORS AT MULLION ENDS /8- ••• .• •• • • • •• •� 86 • • ANCHORS TYPE BF CGIBF4 8-3 /8" /8- 3 L SPAN 4-1 4 6 20 26 30 35 40 45 60 55 60 65 70 75 90 TRIBUTARY WIDTH - INCHES 85 NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) OR WOOD STRUCTURES APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY PRODUCT REVISED as complying with the Florida Buildittg Code i5'0420.� Acceptance No Expiration Date' By Mian Dade Product Engr: JAVAD A1-IMAD CML FIA. PE if 70592 C.ArN. 3538 18 Z 7 JUL1`i�8 2015 O Z W N Q d N o O O a X IL a {Li o I. rl O 0c;.4 o40,e. � B to o A v ked • • • ( • • • 41 41 • •• • • • •• 0 N to 0 v a O 0. N O ANCHORS REV. 7 O 0 CC .0 c 0 5, 0 ~i ( a) 0 0 n 4,) N N Q) 0 O h 0 0 sc 0 w Lc .tl .01 drawing no. M95=-- 1-3A sheet 3 of 51 �• • •..• • • . •..• •• • 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. _ 2/ ANGLE /4" 0 ULTRACON 1/ ANGLE •.4 . a. . 4 4' 4 —MULLION —MUWON 2X2X1/8" ALUM ANGLE — 2-5/8" LONG 1BY OR 28Y WOOD BUCK 4 4 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION 2 X 2 X 1/8" ALUM ANGLE 0 Ln 1 4 9 ' PRECAST CONC4 : •4 • 4 SILL' 4 •• • .4 . A 44 4 jI 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 4 4. 1 1/4" DIA. ULTRACON 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S._ 2/ ANGLE— A?, NGLE MULLION —MULLION 2 X 2 X 1/B" ALUM ANGLE 2-5/8" LONG 0 O Z_ 44 °.1 /4" 0 ULTRACON 2/ ANGLE • : 4 :° 1 B OR 2BY WOOD• BUCK 1.500 MAX. 4 .° 4 . • '4 • 4 '4 4 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE --C NEITCHS WOOD BUCK .TO ACCOMODATE •CUP.. ANGLE TO MASONRY ° MULLION w1vwn rn nrn c • 1/4" 0 ULTRACON 44 ' 1-3/8" MIN. EMBED 0 .2/ ANGLE •ri •. •• •. i • • • 11 • 1••• • ° CONCRETE OR NASONRY BLOCKS 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG z 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS Engr: JAVAD AHMAD CML FLA. PE # 70592 C N. 538 • ••• • • •••• • • •• •• • • • • • - • • • •• • PRODUCT REVISED as complying villi the Florida Building Code i5 04'2: QS Acceptance No Ex i iration Dale UL 2 8 20i5maam J%4,.Air de Product • 200 Z 0 of g; F- a O d 0 V 0t a C O o • oc 4«o MULLION\M95 • •• • ,• 1•••• • • 1•••• ( •• • r (1) N z 0 1 J z 0 • • '1) tO •• • M • • rn •• v) C CI W 0 V) to r.`— cAcpp C1 N)0) Ci M Z ZL O - 0 O5 Ea io 0 y L_ ( 0 c 0 N Q) 4) 0 Z0 0 fA a 0 0 8 0 0. >, .0 0 v 0 r` 0 N !V h 0 N 0 0 w k U' V 0 " f drawing no. M95 --13A (sheet 4 of 5 ••. • • MULUON CUP Q. L — MULLION MULLION T rr • 4/4" 0 ULTRACON 1/ ANGLE 4. 4 8 1BY OR 2BY WOOD BUCK d• __L1 MULLION 4 4 • 4 4 •• z 5 NOTCH CUPS TO �MISS_ MARBLE SILL OR TRIM I • .4 • 4 9 4'_ • PRECAST CONC.! 4 . 4 SILL' •.A 4 • , 4 i 4 4 e. 1/4" DIA. ULTRACON 1-3/8" MIN. EMBED 1/ ANGLE MULLION CUP 4 4. a 1/4" 0 ULTRACON 2/ ANGLE 4 4 MULLION —MULUON r -r .4 18Y OR 2BY WOOD. BUCK • 4 • 0 4 e z 0 4 . 4 • 4 '4 • • 4 SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO_ _ 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS MULLION CUP MULUON NBTCH' WOOD BUCK .TO ACCOMODATE •CLFP'•.ANGLE TO MASONRY 44 • . •1/4" 0 ULTRACON T2/ 1-3/8"ANGLEMIN. EMBED - _ • • 8 z CQNCRETE OR NASONRY BLOCKS Engr: JAVAD AHMAD CML FLA. PE #70592 Q.A.N. 3538 JU 28 2015 z • • • • • •• • • •••• • •••• • • •• •• • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No l 0420• 0 L piration Date aRe31 25,1145 fly Miam ade Product Control 1) z 0 J . • i • • .• • N • • • rn ▪ • • ,n io • ••• 1 • • • M •• s 0l • • 117 ▪ C) (140 8" CC e3 V) L NN) OM rn tn Z ZLL. Q O N) .> L. c 0 0. in U b 0 0 U w tt 0. T n N N 0 0 0 C rn N v• to 4. drawing no. M95 -13A (sheet 4,1 of 5 • 00000 • • 1•••• • • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE CTYPE `B`= 174' DI( ULTRACOI B 'ELCOaua177 KSL Ey=155,.KSI) RECTLY 1 TO.CONCRETE 1� 2 y Mti+ EMBED2IVTt? CONCRETE TYPE 'OH'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPE 'BF'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. H #14 X 1/2" S.M.S. SEE CHART FOR QUANTITIES TUBE MULLION ANCHOR NO. OF CHART SCREWS TYPE A & D • 2 TYPE B 3 TYPE C 4 THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION it A. 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION •• • • • •. • • •••• #14 X 3/4 FH SMS •• 1 PER CLIP AT 1X2 & 1X3 MULLION 2 PER CLIP AT LARGER MULLIONS . . .• •. MULLION 1BY OR 2BY TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION Engr: JAVAD AHMAD CML FLA. PE # 70592 C,s .N. 3538 /IIr1 JUL'2 8 2015 • • • •• • • • • • • •• • PRODUCT REVISED as complying with the Florida Buildingcp15-0420. 08 Acceptance N No Expiration Date MaSaka,2j18 By Mi Dade Product Contr .(1341"u u) rn z 0 3 .• AND DETAILS •• • • • • • • •• • ••• • • • •• • • 44 •ce•••• D • • FAX. (305) 593-6592 c ) N 0 co L 0 0 to iu 0 xU UPDATED 70 2014 FBC REV, PER RER COMMENTS 0) 0 8 N N lei 0 N N 0 0 h N N b 0 1C 0 w 0 in N 1 drawing no. M95 -13A sheet 5 of 5 :• • .••• • • • •• • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors,Inc) Street, .._iam,_F" MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mfamidade.Qov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or grater'igl fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and'rld AHJ may.. immediately revoke, modify, or suspend the use of such product or material within their jurisdiotien. • reserves the right to revoke this acceptance, if it is determined by Miami—Dasip.DJlnty Product Control Section that this product or material fails to meet the requirements of the applicable.huilding sade.• • • This product is approved as described herein, and has been designed to complywvte the I~loridoe Buildsng• • • Code, including the High Velocity Hurricane Zone.-• •• •• • . • ••• fDESC TION Ries i`GGI HeavyDuty"—Cli ed—Extr ed ZWCn T �e bullion 1VI I. APPROVAL DOCUMENT: Drawing No. 7300JR, titled "Heavy Duty Clipped Aitaj Um Tttbe• • • Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29111,hvith rxvisioh B, signed $rid..: sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product CoritrorApproval• Amy with the Notice of Acceptance number and approval 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • MIAMI•DADE COUNTY APPROVED oo No. f6 0218 4' $Expiration Date fray 26, 2031 mo (Approval bate: pril" Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 .... 5) Cyclic Wind Pressure Loading per FBC, TAK03-94. • • •' • 6) Forced Entry Test, per FBC 2411.3.2.1, antrTAS 202'94: '. along with marked -up drawings and installation diagrams. clipped. •aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test .Report ➢30. ¥TL -6r4 • : (samples A-1 thru E-1), dated 02/28/11, and addendum letter' dated 05/09,'11, slant • . and sealed by Marlin D. Brinson, P.E. •• ..•. .. • . • C. CALCULATIONS •• 1. Anchor verification calculations and structural analysis, complying With FBC-2L1.0..: and with FBC 5t'' Edition (2014), prepared by manufacturer'dated 0f72.9/J5, signed • and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel Per P.E. Product Control E. • iner NOA No. 16-0218.04 Expiration Date: May 26, 2021 Approval Date: April 21, 2016 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. a. tatement letter of co ormance, complying w th_FBC-5Edition_(2014), dated (February 15, 2016, issued by manufacturer, signed _and sea e_ _ y_Anthony Lynn er, P.E' 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 02/15/16 signed by Mario Ferrucci III. G. OTHERS 1. None. E-2 .... . .' • • .... • • • . .. • ... • • .. • .. . • a . .... •• . • • • • . • 4 .... • .. • a.. • . . • . ., •• •• . . • . • ..• . • • • • a . . • .. •• . ... . • • • . • . Manue Pere Product Control E r NOA No. 16-0218.04 Expiration Date: May 26, 2021 Approval Date: April 21, 2016 TABEEFORLOC TIO S'REQUIRING' I S E IMPACT_=RESTS ANfiiPRODUCTS` P 1CT_OR_LARG FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2-3 OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A-D,G,H; SHEETS 2-3 I _ 1 VERT. MULL LENGTH i HORIZONTAL MULL LENGTH 1 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR 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 BY OTHERS. ARCHES TO 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 SEE DETAILS A THRU G; SHEETS 2.3 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 - - - --— — - OPENING HEIGHT FOR HORIZONTAL MULL SEE DETAIL E, SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY CGI. /SEE DETAILS A-D,G,H; SHEETS 2-3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I LENGTH I OPENING MULL HEIGHT LENGTH SINGLE MULLION OPENING WIDTH --I SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. OPENING HEIGHT FOR HORIZ. MULL I--HORIZ. MULL LENGTH—j 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST 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. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S 9)C�m. ULLIONS AND CLIPS AVE'S EN DESIGN D I?ESTED f0 COMPY: WI F E EQUiREMEN"TS.Q IFIE 14` FLOftIDA`BUILDING ODE„ IND AIRF. ATO_YED-FO1_ IMPACTAND NON -IMPAC APPLICATIONS. UTI • ARE ONLYJO„BE USED_'W,(TB (OG. 1=AEEILOYED.:F_ENESIRAT.ION P13,QPUCTS HAVING CIJRREN? AP,, i20VALS 09) MULLIONS AIZ GMPLIANCE FOf SEIN*THE T VH23 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. STANDARDS USED: R:t2014:F=LORIDA:BUILDING CORE (EBC);-STFIEI31YIV •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • A I S I -S 100-07/S 2-2010 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL `MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL". GENERAL NOTES 1 INSTRUCTIONS 1 ELEVATIONS 1 MULL TO 2X WOOD 2 MULL TO 1X & MASONRY 2 INSTALLATION NOTES 2 MULL TO MASONRY 3 MULL TO STEEL STUD 3 MULL TO MULL 3 ANCHOR SPECS 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 2.76 X .66 MULL SPECS 8 1 X 3.125 X .500 MULL SPECS9 1 X 4 X .125 MULL SPECS 10 1 X 4 X .375 TUBE MULL SPECS11 1 X 4 X .375 "T• MULL SPEO6...y 1 1.25 X 3.188 X .265 MULL SFIW1: 1.25 X 3.25 X .100 MULL SPE•C99•.•,4 1.25 X 3.25 X .624 MULL SPECS..•14 1.25X3.94X.624MULL SPEW •18 2X4X.25 MULL SPECS.....+!.!.!1 2X6X.25MULLSPECS Aa 4 1.26X2.11 X .125 MULL SPEAS„14 30° X 3.25 BAY MULL SPECS • 19) 45° X 3.25 BAY MULL SPECS • • �0 MULLION & CLIP DIMENSI0133.•.: tt-23 EXAMPLES 1 & 2 • 24 LOADING EXAMPLES •......... Z5 • - • 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) 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/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINED 1N STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE 1N 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. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) 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 (LBS/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. •• • (1) z. 0 7.1J Z ..•▪ Z •J I••W •• Q. z • 1:14•04tw in • w.•W •Q 0 J Z 0 •41 •w ••• Z W QQ� 2 N 0 O O ch h 8 • • • • m Approved u complying wtth tlu Flosi :I>IWinp Date ! •1 i { NOAH ( _41:4pre A R mi de Product C 01 III II/ / LYNN • V\t;E . No: 58705 :::-:713.14:.142../:,"-' , S -ATE OF '� •••• FLORIDP.•'��` A. LYNNINtILLR, P.E. FL P.E.# 58705 4 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. TMULLION 1 EDGE DISTANCE FOR WOOD SCREWS MULLION SEE SHEETS 21-23 FOR HOLE LOCATIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -16B EMBEDMENT FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. .250" MAX FOR ALL MULLIONS 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 -D, EITHER THE STANDARD OR INTERIOR 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 1/4" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. .4 MIN 2.7 KSI • CONCRETE OR CMU' EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -16B EDGE/END DISTANCE SEE TABLES 1B-168 EDGE DISTANCE FOR MASONRY ANCHORS T EMBEDMENT' 1 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-169 .,d MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 1B -16B EDGE DISTANCE, SEE SEE TABLES 1B -16B SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • w = 0 IliEgt a • • • • • • • • V/ z 0 J w Q I— • Z • r•= 0 ✓ Qi I— • tL 1 •• ••a.0 U. H •••g ,JI Ln 0,1 L•CNA (0 m m z t •� o • O O M ti •• •• m 0 ••• • • •• r • • •ai Z • tn04 K • • R • • z co a Approved as complying with Florida Boldin Com Date � r1 Ya��A trimNOAdIO�.Lr2t2..C) lanai 1 ode Product froj DY� %1�L- v0111110 sr .\\\,` N� LYNN M.l ...�� •s ••'4�GENS •• �.• ��/ -k ' No. 88705 o ST7 TE v PQN A. L•YN ILLEt, P.E.-- FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -13B EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113.1313 EMBEDMENT 1 • BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -13B EDGE DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1B -13B SIDE VIEW 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 INTERIOR CUP 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 1/4" S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW --I'--.125' MIN. VARIES VARIES DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW MULLION NOTES: 1) MAY BE INSTALLED IN "TEE" OR 'CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. -#12 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS MULLION INTERSECTION U -CLIP EXTERIOR FRONT VIEW SEE SHEETS 21-23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -13B SEE SHEETS 21-23 FOR HOLE LOCATIONS MULLION EDGE DISTANCE SEE TABLES 1B -13B SIDE VIEW FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING _ CODE, A 2X WOOD BACKER MUST USED. _ ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 1B-138 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • [n Z O_ J J m I-- m I Of••Z ene ••Z•0 •U J •. Q. •• 0• U) •L•I,•Z • Q - • -•Z � O • V" 1- ••,•Q • • ••ate a•U) Z Q w o M —3o O M 101 •.• • • z 3 • t •• B • ••c/,•• •� • , •$.• 111 Z eleMIn 0 • • • • ••••l • Q 0 Z m0 v 1C4 CO 0� m Approved to complying with q, Florid Boldin C Date NOAH Miami Dade Product C '- \ LYNN 441170. /,5r, N C)��' 'LORIO�•'•��`� es, ," A. LYNN MILLER, P.E. FL P.E.# 58705 DETAIL F_ FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30° OR 45° BAY M MULLION 0 0 O O i 1 i O O SIDE VIEW WN WITH 1' X 4' X .125' MULLION TOP VIEW TOP VIEW . • • • TYP. ANCHOR • •• • • /--PER SUBSTRATE, SEE TABLES 15B OR 16B • STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -14B EXTERIOR •••• • • ••••• • • 2' X 5' ANGLE CLIP, • • • 2 PER MULLION END, MUST BE • • • • INSTALLED INSIDE OF BAY MULt • • • • • • • • • • • • •• . • 2'X5"X.125' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL, EXTERIOR EDGE I DISTANCE I`. PER ANCHOR "TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -14B INTO WOOD, STEEL, STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED IN -FIELD. EXTERIOR INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR EOG D\NcN' pE� A Gr. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OP 1) DETAIL IS NOT APP r`' BLE FOR THE BAY OR 1.26" X 2.11" X .125" MULLION. 2) SEE TABLES -13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST = INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B -14B FOR ANCHOR QUANTITIES LOCATIONS. SHEETS 21-23 FOR HOLE 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SH • 22 FOR HOLE LOCATIONS. Z 0 J J u1 • • •2 � a• CA • Z 0 •• 0 • :z 0 •J Z w 0 LZ) (V m L u) m 5 cc cc 0 0 •• • 0 .. •.• •. t•• . •/ Z •1 . • • to •0 co rC • • si • Z ••• O m0 E • • Approved as complying with du FloOMB eldin Coq NOe r� 1S NOM, t s1laml Dzde Product Cntroi Iy TABLE 1A 1 x 2 x .125 Alum. Tube Mullion 50 in Rectangular Loading Trap/Triang. Loading 1 60 in Mullion Capacity Tablejlbs/ft2) Opening Width (forveriically-spanning mullions) or Opening Height (for horizontally -sparring mullions) 70 in Rectangular raplTrlang. Rectangular Trep/Trlang. Loafing ding Loading Loafing 42 In 48 In 50.625 In 54 In 60 In 63 h 661n 72 In 76 In 78 in 111.9 74.9_ 63.9 52.6 38.4 33.1 28.8 22.2 18.9 17.5 408 312_ 281 247 200 181 165 139 125 118 129.5 83.8 70.6 57.5 41.2 35.3 30.6 23.3 19.7 18.2 332 258 234 207 170 155 142 120 109 104 93.2 62.4 53.2 43.9 32.0 27.6 24.0 18.5 15.7 E- U 2 a fig d d0: �c c 1 �� 321 281 61.5 228 45.6 281 55.7 EBBBBb : 0 115.5 325 79.9 247 49.8 202 37.6 247 4 4.8 199 00 35.4 166 27.4 200 31.5 183 161 30.3 152 23.7 181 26.9 149 185 26.1 139 20.6 165 23.1 136 139 19.9 118 15.9 139 17.5 116 125 16.8 107 60 In 'Rectangular Loading • 1 90 in 100 in 120 In -Trap/Tdang.- Rectangular Loading Locking Trap/Triang. Loading o 31 69.9 48.8 .9 24.0 20.7 18.0 v d 408 312 281 47 11181 165 g 13 104.4 319 62.1 63.2 248 41-6. ®1D 35.5 ®lm 29.2 Elm 21.3 Li, 146 16,4 21.0 408 312 281 247 200 181 104.0 319 61.3 244_ 50.1 220 39.4 194 27.1 159 22,8 144 TABLE 1B Rectangular - Loading sg 55.9 37.5 31.9 26.3 19.2 16.6 408 312 281 247 200 181 Trap/Trlang. Loadng 104.0 61.0 49.3 38.4 25.9 21.7 Rectangular Loading 319 244 219 193 157 143 48.6 . 31.2_ 28.6 21.9 16.0 a- 408 312 281 247 200 140 in TreplTriang. ' Rectangular Loading Loading 0 o g 104.0 61.0 49.3 38.1 25.0 4. U ;a 319 39.9 244. 28.8 219 22.8 193 18.8 156 Trap/Triang. Loading s- 160 In Rectangular Loading 0 a 2G al 408 312 281 247 81.0 49.3 38.1 319 244 219 193 35.0 _23.4 20.0 16.4 408 312 281 247 Trap/Triang. Loading 1 a ig �r 104.0 61.0 319 244 193 • • • • • •• • • • •••• • • • •• •••• • • •• •• Anchor Ca • acl Table Ibs Anchor Clip Pattems Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filed CMU PT .- •: Melo! Anchor Type: 3/16" Elco Ultracon 114" Eko Ut moon 5/18" Elco'" Ultracon 3/16" Elco Ultracon 114" Eico Ultracon SS Eico ;tor 5/16" Elco Ultracon 1/4" SS Elco AgpreGalor #10 S = Sc • - (G5) #12 Steel Screw (05) #12 Steel Screw (G5) Edge Distance (in): . 1" 2-1(2" 1' 2-1/2" 3-1/8" 1' 2-1/2" 1" 2-1/2' 2' 3-1/8" 2" 0.48" . 0.54" 0.324" Embedment (In). 1-3/4' 1-3/4' 1-3/4" 1.314' 2" 1-1/4" 1-114" 1-114" 1-1/4' 1.1/4' 1-1/4" 2" 1.3/8' 1-3/8" - caries 2 Anchors 4.75" Min O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs 390 Lbs 450 Ibs 890 Ibs 1844 Ibs 270 Ibs 280 lbs 3541bs 740 Ibs _ 374 lbs Ibs ' 341 Ibs • 442 Ibs " 560 Ibs 4 Anchors it 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Lbs 700 Ibs N/A N/A WA N/A 380 Ibs N/A N/A N/A N/A WA 682 Ibs 885 Ibs 1120 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips 1 (Fig. 3): 780 Ibs 780 Lbs 680 Ibs 1580 Ibs 1898 Ibs 540 lbs 560 lbs N/A 780 Ibs 748 Ibs 680 ;92 Ibs 682 lbs 885 Its 1120 lbs 2 Anchors © 0.45" Min. 0.C. / U -Cap, into .125' Alum, (Fig. 4): WA N/A N/A N/A N/A N/A N/A N/A N/A WA • A N/A N/A 715 Ibs 1 Anchor/ F -Clip (Fig. 5): 195 Ibs 195 Ibs 225 bs 445 Ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 187 Ibs 332 Ibs 473 • 170 Lbs 221 Ibs 280 Ibs 2 Anchors it 1.15" Min. O.C./ F-Cllp (Fig. 6): 2401bs 350 Ibs NIA N/A N/A WA • 190 Ibs N/A WA N/A N/A 1 lbs 442 lbs 560 Ibs ninTF: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • • FIGURE 3: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: 1:1 • FIGURE 6: TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS) x r ANCHOR CAP.,0,,,,.1 : ANCHOR CAP...MULLION CAP.,,c,,,,� 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 OR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON L• ° s ING. SEE SHEE -4 FOR GENERAL INSTALLATION METHODS. } R 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 RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ---1 1.000" f-- 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 2.0 .125" 1" X 2" X .125" MULLION • • • • • • • • • • •• • • z 0 ...1 W m • • •%4,r F • • • • • L►1• ••� 0 W •a Cy' to • • J •_ 1 Lr) ••N •X • •N X N 1; O O M i. 6 - Z•� C • ••• • .. ro .1•• • z r •� . 4 Z • 1•� C Ala 15 Y 0 m0 0 • • • • t w T • Approved as complying with for FlorideekBoldin Dale t7�'hs a IYOAN C1_Q�y:�,.Z Miami Dade Product C f Dv 11IIlIli \SRN ii'r/ // / \NGrNS� ‘,P ;r %r M. 58705 `o iW �� I /, �0 • •. 5 ANE !IF Ai` `S/ONP- ,• o1\ A. LYNN MILLER, P.E. FL P.E.# 58705 L1•j:: < rL R1D� ' '9 . TABLE 2A Mullion Capacity Table (IbsIft2) 1 x 2 Alum. Mullion • Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -sparring millions) • t 50 In Trap/Nang. Loading . In ' g 70 Rectangular Loading In Trap/Triang. Loading 80 Rectangular h Loading In Trap/Trlang. Loading 90 Rectangular ' Loading in Trap/Triang. Loading 100 Rectangular Loading In Trap/Nang. Loading 120 Rectangular Loading In Trap(rriang. Loading 140 Rectangular Loading In Trap Trlang. Loading Rectangular Loading 160 in Trap/Trtang. Loading x .376 Tube Rectangular Loading Rectangular Loading • riang. L. A• Y la 0. u g xi xi la la ; •.. x1 x1 I II B X a 11 f a! xxi i a8 H k s . 1 5-a a _ E >i 'l E.. Aig x la Xg € la E.. U.1- I '° E_ i E >� 11 E,. '° Li 3 la E.. i3 i •� 2 ig .1 A' ga E., ti Li t it f..8 Lia E 11 E.. 151 € 1g E- 11 ' 2, 1 Ea E_ LE t 170.0 620 170.0 435 151.3 662 170.0 478 129.7 682 170.• 506 113.5 662 169.5 518 100.9 662 168.9 517 90.8 662 168.9 517 75.7 662 168.9 517 64.9 662 168.9 517 56.7 662 188.9 517 42 in I C w _ 2 481n 121.6 607 136.0 419101.4 507 119.2 410 86.9 507 108.7 •'' = 76.0 507 1026 399 67.6 507 99.6 397 60.8 507 99.0 396 50.7 507 99.0 396 43.4 507 99.0 396 38.0 507 99.0 • 50.625 In 103.7 456 / 114.6 379 86.4 456 99.9 371 74.1 456 90.5 364 • : 456 84.6 360 57.6 456 81.3 357 61.8 456 80.0 356 43.2 456 80.0 356 37.0 456 80.0 356 32.4 456 •.0 356 54 In 601n 85.4 62.3 400 324 93.3 66.9 336 276 71.2 51.9 400 324 80.9 57.5 328 270 61.0 44.5 400 324 72.7 51.2 322 264 53.4 38.9 . i 32 • 67.3 46.9 318 260 47.5 34.6 400 324 64.0 43.9 315 257 42.7 400 62.3 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 61.8 313 31.1 324 42.0 255 26.0 324 40.5 253 22 2 324 40.5 253 1 • + 324 40-5 253 63 In 53.8 294 57.4 7. 252 44.8 294 - 49.2 246 38.4 294 43.6 241 33.6 294 3.. 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.5 230 19.2 294 33.4 . 16.8 294 33.4 230 661n 46.8 268 49.6 230 39.0 268 42 4 225 4 33.4 268 37.5 221 29.2 268 34.1 26.0 268 31.6 215 23.4 268 29.8 212 19.5 268 28.0 210 16.7 268 27.7 . a 14.6 268 27.7 209 72 in 36.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 188 22.6 225 25.6 185 •.0 225 23.5 182 16.0 225 22.1 180 15.0 225 20.3 177 12.9 225 6 176 11.3 225 19.6 176 76 in 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 185 15.3 202 18.4 163 12.8 202 18.7 160 10.9 - 15.9 158 9.6 202 15.8 158 781n 28.3 192 29.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.7 1=- 18.1 157 14.2 192 18.8 155 11.8 192 15.2 152 1r 192 14.4 150 8.9 192 14.2 150 901n 18.5 144 19.0 128 154 144 16.1 126 _ r 96 In 15.2 127 15.6 113 I _ - J - TABLE 2B Anchor Clip Pattems Substrate: 2.7k Concrete ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table (Ibs) 3.5k Conc. Anchor Type: Edge Distance (in): Embedment (in): 2 Anchors ® 4.75" Min. O.C. 1 Standard or Offset Clip (Flg. 1): 4 Anchors 0 1.15' Min. O.C. / Standard (or Offset) Clip (Fig. 2): 4 Anchors 0 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 2 Anchors 0 0.45" Min. O.C. / U -Clip, Into .125' Alum. (Fig. 4): 1 Anchor / F-IIp (Fig. 5): 2 Anchors ® 1.15' Min. O.C./ Flip (Fig. 6): 3/16' Elea Ullracon 1.3/4' 390 Ws 480 lbs 780 Ibs NIA 195 Ibs 240 Ibs 2.1/2' 1-3/4" 390 lbs 700 Ibs 780 Ibs WA 195 Ibs 350 Ibs 1M' Elco Ullracon 1' 1-3/4" 4501bs WA 680 Ibs WA 225 Ibs N/A 2-1/2" 1.3/4" 890 Ibs N/A 1560 Ibs N/A - 445 Ibs N/A 5/16' Elco Ultrecon 3-118' 2` Hollow CMU 3/16' Elco Ultracon 1/4' Elco Ultracon 114" SS AggreGator 1844 Ibs NIA 1- 1.1/4" 270 lbs 1896 Ibs WA N/A° 540 Ibs 822 Ibs N/A 2-1/2" 1-1/4" 280 Ibs 380 Ibs 560 Ibs 135 Ibs NIA / WA N/A 1' 1-1/4" 354 Ibs 140 Ibs 190 Ibs N/A N/A N/A 2-1/2' 1-114" 7401bs NIA 2' 5116" Elco Vac Fill-. . U PT Wood Metal SS Elco AggreGator 1-1/4" 374 760 Ibs 1-1/4" 664 Ibs A 748 Ibs 1771bs WA N/A WA 2' 2' #10 Steel Screw (G5) 6 Ibs 8801bs 01bs 1871bs NIA WA N/A 332 lbs N/A 0.48" 1-3/8' 412 Steel Screw (G5) 341 Ibs 682 Ibs 1892 •.. 6821bs N/A N/A 0.54" 1-3/8' 412 Steel Screw (G5) 4421bs 885 lbs 885 Ibs N/A 341 Ibs N/A 221 Ibs 0.324" wines 560 Ibs 1120 Ibs 1120 Ibs 715 Ibs 2801bs 4421bs 560 lbs • • s • • •• • .•.• • • (DP_) x \ ANCHOR CAP...) _ ANCHOR CAP.,i, `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. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 3: • • FIGURE 4: URE 2: • • • t A:11 ANGLE CLIP MUST BE USED IN PAI FIGURE 5: 111 TABL t' •TES: SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADIN . SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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 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 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 BEYOND THE MATERIAL. #IUB. #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. - -j 1.000" I-"- 2.000" 1' X 2" X .375" MULLION •••• • • •• •• • • • • • • • • . • •• • • • • • • • • • • :• .w a • cn J •-I • h .('r) •>< •N ••X 4 •. ••• • • c •••w eM•e- ••tH mg r • §•• • • ID. • co Q 0 z g'0 �n• ce *pproved as complying with fink Fiori • Buidin Dale NORM Miami Dade ProductC !ems Ry... • ►,�A _ It111f'11,, ( LYNN /LIj 10, � '� • \-\GENS( 'Q ; '' 14o.58705 - - • JN i .C1 FL •... •• •• '. ,� ti .', S/ Mri:L1.:CP9.. A. L VNN' MILL�R, P.E. - - ` FL -13 .E.# 58705 TABLE 3A Mullion Capacity Table (ibs/tt2) '1 K .375 Tube Mullion Substrate: Opening Width (tor vertically-spanring mlilions) or Opening Height (for horizontally -sparring mullions) 3.5k Conn. 50 in ' led CMU in 70 in 80 In 90 In 100 In 120 In 140 In 160 In 2.75 X Rectangular Loading Trep/Triang. Loading Rectangular Loading plTdang. ding Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap1Tdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/irtang. Loading Rectangular Loading Trap/Nang. Loading Alum. Mullion Capacity Obs) Anchor Capacity Required Qbs) Mufllon Capacity Obs) Anchor Capadty Required (lbs) i E. 8 sg 2� Anchor Capacity Required (Ibs) .i g gg t �t y E XXI 4. .s c3 :s� la f ga 13 i' v ig Anchor Capacity Il Required (lbs) i' cid s§ .. c3 ` e1 d� f E. g Anchor Capacity Required obs) t 2 Anchor Capacity Required (lbs) Z§ 3 L - LL . _ P 3l ' . r• a` i I Anchor Capacity Required (lbs) Mullion Capacity Obs/112) "' c3 ` 1- U .p it _ E5- 31 Anchor Capacity Required (lbs) c� A 31 Anchor Capacity Required (1bs) g 3 - Anchor Capacity Required (Ws) _ g 3a c3 ^ 3- a 700 lbs 42 in y170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 171.4 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.6 1301 170.0 621 1111.5 WA 1301 170.0 5 Mull Length 46 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 225 lbs 170.0 1133 170.0 681 151.6 1139 170.0 677 138.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 1.70 • 680 50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 167.8 1032 170.0 684 8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 758 83.9 1032 170.0 756 1 73.4 103 70.0 756 54 in 170.0 797 170.0 612 161.3 907 -I 170.0 691 138.2 907 1 164.7 730 .120.9 ' 7 152.5 - 720 107.5 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 '' 7 140.0 709 60 In 141.1 735 151.6 625 J 117.6 735 130.3 611 100.8 735 116.0 599 68.2 7 106.2 690 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 574 1 . 735 91.8 574 63 in 121.9 { 666 130.0 570 101.6 666 111.5 557 87.0 666 98.9 547 76.2 666 9 i. 539 67.7 666 93.9 531 60.9 666 79.8 526 50.8 666 75.8 521 43.5 666 75.6 _ 38.1 666 75.6 521 68 In 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 501 66.2 607 77.1 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.9 607 6 474 33.1 607 62.7 474 72 in 61.6 510 85.8 443 68.0 510 73.0 434(510 64.3 426 51.0 510 57.9 419 ' 4 510 ' 53.3 413 40.8 610 50.0 408 34.0 510 45.9 402 29.2 51 ' 44.4 399 25.5 510 44.3 399 76 In 89.4 458 72.5 400 67.8 458 81.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.6 58 44.6 373 34.7 458 41.6 388 28.9 458 37.7 362 24.8 9 38.0 359 21.7 458 35.7 358 78 In 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 4 ' 40.9 355 32.1 435 38.1 351 26.6 435 34.4 344 %.9 435 32.6 341 20.1 435 32.2 340 90 In '41.6 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 28.1 327 28.3 275 23.2 327 2 . 271 20.9 327 23.7 268 17.4 327 21.0 14.9 327 19.3 258 96 In 34.4 287 35.4 257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 - ' 17.2 287 19.3 237 14.4 287 1, 232 ,, 108 In 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198€11110227 16.0 195 111 In 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 18.6 188 120 in 17.6 184 17.9 187 1 TABLE 3B Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conn. Hollow CMU ' led CMU PT Wood Metal Anchor Type: 3116" Elco Ultracon 114' Elco Ultracon 5/16" Elco1/4" Ultracon 3116" Elco Ultracon 1/4" Elco Ultracon • • Ico Gator 5116' Elco Ullracon 1/4" Elco AggreG • • #10 Steel Screw (G5) #12 Steel Sorew (G5) #12 Steel Screw (G5) Edge Distance (tn): 1" 2-112' 1" 2-112' 3-1/6" 1" 2-1/2' 1" 2-1 ' 2" 3-1/8" 2' 0.46' 0.54" 0.324" Embedment (in): 1-314" 1-3/4" 1.3/4' 1-3/4' 7' 1-1/4' 1-114' 1-114" 4" 1-1/4" 1-1/4' 2" 1-3/8" varies 2 Anchors ( 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 450 lbs 890 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 374 lbs 664 lbs 946 lbs 3411 • ` 442 lbs 560 lbs 4 Anchors @ 1.15" Min. O.C. /Standard (or Offset) Clip (Fig. 2): 480 lbs 700 lbs N/A N/A WA N/A 380 lbs N/, N/A NIA N/A N/A 682 lbs , 5 lbs 1120 lbs 4 Anchors 152 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 lbs 680 lbs 1560 lbs 1896 lbs 540 lbs 560 lbs ' A 760 lbs 748 lbs 880 lbs 1892 lbs 682 Its 88 •- 1120 lbs 2 Anchors 1p 0.45" Min. O.C. / U -clip. into .125' Alum. (Fig. 4): N/A NIA WA N/A N/A N/A WA N/A N/A N/A N/A WA N/A NIA 715 Ibs 1 Anchor' 1 F-Chp (Fig. 5): 195 lbs 195 lbs 225 lbs 445 lbs 822 lbs 135 lbs 1 • I �; 177 lbs 370 lbs 187 lbs 332 lbs 473 lbs 170 lbs 221 lbs :' lbs 2 Anchors ®1.15" Min. O.C. F -Clip (Fig. 6): 240 lbs l 350 lbs N/A _. N/A ,_ N/A N/A 1 lbs WA WA _ WA WA N/A 341 lbs 442 lbs . NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE ST FIGURE 1: • • FIGURE 3: • • FIGURE 4: 1:1 FIGURE 2: • • 6,1 ANGLE CLIP MUST BE USED FIGURE 5: AIRS. FIGURE 6: • • ARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ANCHOR CAP., ,,,,,".\ =ANCHOR CAP `MULLION CAP.,,�,,,,,,.Mu' 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. --I 1.000" I-- •• • • . �• • • •••• • • •••• • • •• •• 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 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1" X 2.75" X .375" MULLION • • • • • • • • • • •• • (1) Z 0 J W m 1- . ••�+ ••D . .Z •• Q • • • Q� •• •40- 17, Q -U • •••D 0 2 • •U . :2 • t` •X ,•N X A • • • �• m O • U ••••-• le • Z o cc o: • • • Q 0 Z N m A-) . m cc *pploved as complying will tbo Florid Boldin Cy Date t" '[.�90160 NORM \�ON`! LYAJN MU-;"//, � CC.NSF • • 7f -s`f ' No. 53705` -__0 /3 ' S 1'E OF • 44/; • Gam`: //,`-'8/ O• NA1- -' \ _ A. LYrNi`V•MILL�R, P.E._ FL P.E.# 58705 11 W TABLE 4A Mullion Capacity Table (Ibsfft2) 1 x .660 Tube Mullion Substrate: Opening Width (for vertically -sparring mullions) or Opening Height (for horizontally -sparring mullions) 3.5k Conc. 501n 60 In 70 In 80 in 90 in 100 In r 120 in 140 in 160 In 2.76 X Rectangular Loading Trap/Triang. Loading Rectangular Trap/Trieng. Loading ding Rectangular Loading Trep/Tdang. Loading Rectangular Loading TraplTriang. Loafing Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Diang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. Loadng Rectangular Loafing TreplTdang. Loadng Alum. Mullion Capacity (bslft2) [Anchor Capacity IL Required (ibs) Mullion Capacity (lbaltt2) Anchor Capacity Required (Ws) Mullion Capacity Anchor Capacity Required (lin) Mullion Capacity (lbslft2) Anchor Capa • Required (I .a 0 Capacity quired (lbs) Minion Capacity Obs/11:2) Anchor Capacity Required (its) Mullion Capacity Oben) Anchor Capacity Required Obs) LObMullion Capacity slft2) Anchor Capacity Required (Ibis) Mullion Capacity ObsIft2) Anchor Capacity Required Qbs) Mullion Capacity Anchor Capacity Required Qbs) 4 1 c Anchor Capacity Required (lbs) Mullion Capacity Qbs/ft2) Anchor Capacity Required Qbs) Mullion Capacity ObsHt2) rAnchor Capacity Requlred (lbs) 0 C3 Anchor Capacity Required (lbs) Mullion Capacity (lbs►tt2) Anchor Capacity Required Obs) Mullion Capacity Obs/ft2) Anchor Capacity Required Qbs) e o Anchor Capacity Required Obs) Mullion Capacity O��) Anchor Capacity Required (lbs) 5601bs 11201bs 1120 lbs 42 in 170,0 620 170.0 435 170.0 744 170.0 478 170.0 868 1 %1 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 138.8 1620170.0 , 521 1 Anchor/ F -Clip (Fig. 5): 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 1 170.0 -1133 _1 70.0 661 _ 170.0 1275. 170.0 _677 - 170.0 1417 170.0 680 141.7 _1417 170.0_ 680 121.5 1417_ 170.0 _650 _ .106.3.1417 170.0 680 fa It N 50.6251n 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 0.0 1195 170.0 723 162.6 1286 170.0 747 148.3 1286 170.0 756 121.9 1286 170.0 756 104.5 1286 170.0 756 91.4 1286 170.0 756 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 861 86.1 1130 170.0 881 75.3 1130 170.0 861 60 in 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.5 748 109.9 9 132.3 735 97.8 915 123.9 728 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.9 915 114.4 5 63 In 151.8 830 161.9 710 126.5 830 138.9 694 108.5 830 1123.2 681 94.9 830 1 > 670 84.4 630 104.6 662 75.9 830 99.4 658 63.3 830 94.5 649 54.2 630 94.1 649 47.4 830 649 88tH 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 82.5 757 98.1 > 4 73.4 757 89.1 808 88.0 757 84.2 600 55.0 757 79.0 593 47.2 767 78.2 591 41.3 7 78.2 591 72 In 101.7 638 106.8 652 84.6 838 91.0 540 72.7 636 80.1 530 63.6 638 72.2 521 • c .5 1338 66.5 514 50.9 636 62.3 508 42.4 - 638 57.2 500 36.3 636 55.3 497 31 638 55.2 497 76 3n 88.5 571 90.4 498 721 571 76.8 466 81. 571 07.4 479 54.1 571 60.6 471 48.'` 571 55.5 484 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446 78 In 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 456 50.0 542 1 55.7 449 44.4 5 '. 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.6 25 25.0 542 40.1 423 90 In 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35,3 343 28.9 407 338 28.0 407 29.6 334 21.7 407 26.1 327 18.6 407 .1 322 16.3 407 23.0 319 96 In 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.6 358 26.1 ,..s 21.5 358 24.0 296 17.9 358 •21.0 289 15.3 19.2 284 1081n 30.1 263 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 5.1 283 16.5 237 111 In 27.8 267 28.3 242 23.1 267 23.8 238 19.8 207 20.6 235 17.3 267 18.3 231 15.4 267 16.5 228 120 In 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 18.2 202 i Anchor CapacIW Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU 11:. U PT Wood Metal Anchor Type: 3116" Eko Ultracon 114" Elco Ultrecce 5/16" Elco1/4' Ultracon 3/16" Elco Ultracon , VC Elco Ultracon SS Elco AgwreGator 5/16" Elco Ultrac . -' ° * Elco' Aggre a». r #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (in): r 2-1/2" 1" 2.112" 3-1/8" 1" 2-1/2" 1' 2-112" 2" 2" 0.48" 0.54' 0.324" Embedment (in): 1-3/4' 1-3/4" 1-3/4" 4 1-3/4" 2" 1-1/4" 1-1/4" 1.1/4" 1-1/4" 1-1/4" 1.114" 2' 8' 1.3/8" r Series 2 Anchors fa 4.75" Min. O.C. l Standard or Offset Clip (Fig. 1): 3901bs 390 be 450lbs 8901bs 1644 Ibs 270 lbs N/A 280 Ibs 380 Ibe 354 Ibs N/A 740 Ibs N/A 374 .. rA 664 Ibs NIA 948 lbs N/A 341 1., 682 lbs 442 lbs ll - 5601bs 11201bs 1120 lbs 4 Anchors 0 1.15" Min. 0.C. 1 Standard (or Offset) Clip (Fig. 2): 460 lbs 700 lbs NIA NIA NIA 4 Anchors @ 3" Min. O.C.1(2) 2x5 Angle Clips 1 (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 1696 lbs 540 lbs 560 lbs N/A 760Ibs 748 Ibs 680 Ibs 1692 Ibs 682 lbsT `l) 2 Anchors ® 0.45" Min. O.C./ LI -Clip. Into .125" Alum.(Fig.4): NIA NIA NIA WA NIA N/A N/A N/A N/A N/A N/A N/A• 715Ibs 1 Anchor/ F -Clip (Fig. 5): 195Ibs 195 Ibs 225 1bs 445 lbs 822 lbs 135 Ibs 140 lbs 177 lbs 0 lbs 187 Ibs 332 Ibs 473 lbs 170 Ibs 221 Ibs 80 lbs 2 Anchors ®1.15' Min. O.C./ F -Clip (Fig. 6): 2401bs 350 tbs NIA N/A NIA N/A 190 Ibs NIA NIA WA N/A NIA 341 lbs 442 Ibs . • NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 3: • FIGURE 4: 1:1 FIGURE 2: • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6: • • TABLE NOTES: 1) SEE SH SEE S CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET ANCHOR CAPACITY ADJUSTMENT FORMULA: (DU X ( ANCHOR CAP.,�,,,,e E \ -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. 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. TS 2-4 FOR GENERAL INSTALLATION METHODS. INEAR 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 RESTRICTIONS SHOWN ON SHEETS 21-23. -FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. - 1 --1 1.000" 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 2.750" .650" 1" X 2.75" X .650° MULLION • • • • • •• • •••• • • •o•• • • •• •• • • • • • • • • • • •• • • • • • • • z 0 W m 1- •••+ ,•fir • Q • • •• 0 5 W F • • • • N I.J co COec • •0 W� • T. •2 •O LC) .ti • •N x 0 4) 0 tY O O .••••• • • z° •J Q•• • •-• •••E.,• 5C••gi• Z do ❑ Q s••1 • Q Z m0iri y o-1 • • dna' rr Approved u complying with tho Florid /inkling CoQ` Date NOA 51 ■m1 Dade Product C Oramitifoi LYNN A9 s :k ;/� i No. 58705 - - l6ir- 11/ ;VIM E F• A. LI�NN' MILLER, P.E. FL P.E.# 58705 TABLE 5A Mullion Capacity Table (Ibslft2) 1" x .5007 Tuba _ AnchorCllp Patterns Opening Width (for vertically -sparring mullions) or Opening Height (for horizontally -sparring mullions) 2.7k Concrete 50 In 60 in 70 in 80 In BO In 1 100 in 1201n 140 In 160 In 3.12b" x Rectangular Loading Trap/Triang. Loading Rectangular Loading raplTriang. ng Rectangular Loading Trap/Triang, Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Tlring, Loading - Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Reclangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trieng.` Loading Alum Mull Mullion Capacity Qbs/It2) Anchor Capacity Required (lbs) Mellon Capacity abs/ft2) Anchor Capacity Required abs) Mullion Capacity Qom) Anchor Capacity Required (lbs) Mullion Capacity (lbslft2) Anchor Capbac' Required (I ... II Mullion Capacity (lbslft2) Anchor Capacity Required abs) Mullion Capacity Obs/112) Anchor Capacity Required abs) . . = . Irk <cx Mullion Capacity Qbs/ft2) I -Anchor Capacity Required abs) Mullion Capacity Qbslft2) Anchor Capacity Required (lbs) Mullion Capacity Qbsit12) [Anchor Capacity Required abs) Mullion Capacity pbsJft2) Anchor Capacity Required piss) Mullion Capacity pbslft2) Anchor Capacity Required abs) Mullion Capacity Qbsil) Anchor Capacity Required (lips) Mullion Capacity abs/f12) Anchor Capacity Required abs) Mellon Capacity (lbslf12) P li Mullion Capacity (lbs/112) Anchor Capacity Required abs) pQMullion Capacity bIt2) "a Mull Length 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170. • 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 481n 170.0 708 : 170.0 524 170.0 850 170.0 584 170.0 992 170.0 ;•�. 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 141T 170.0 680 157.7 1577 170.0 680 - 135.1 -1577 170.0 680 ._118.2 1577 170.0 - 680 50.8251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 '.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 758 108.3 1495 170.0 54 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 75 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 106.8 1401 170.0 861 93.4 1401 1 '. 881 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 1565 1158 170.0 878 138.7 11 ". 167.0 928 123.3 1156 156.5 917 111.0 1158 149.7 910 92.6 1156 144.5 903 79.3 1156 144.5 903 69.4 1 144.5 903 63 In 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 880 119.8 1049 14'." 848 106.5 1049 132.0 838 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 1049 118.9 819 59., 1049 118.9 819 86 in 166.8 955 170.0 789 139.0 955 151.3 804 119.1 955 133.7 788 104.2 955 121.4 92.8 955 112.8 ,765 83.4 955 106.4 757 69.5 955 99.8 749 59.6 955 88.7 746 2.1 955 98.7 748 72 in 128,5 803 134.9 897 107.0 803 114.9 682 91.8 803 101.1 670 80.3 803 91.2 659 ' 4 603 83.9 649 64.2 803 76.8 642 53.5 803 72.2 632 45.9 803 69.8 • 8 40.1 803 69.7 827 78 In 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 76.5 595 60.7 21 70.1 588 54.6 721 65.4 579 45.5 721 59.4 569 39.0 721 •.6 584 34.1 721 56.1 563 78 in 101.0 684 105.4 599 84.2 684 89.4 587 72.2 684 76.4 576 63.1 684 70.4 567 56.1 6; 64.4 558 50.5 684 59.9 551 42.1 684 54.1 541 36.1 • % 51.3 536 31.6 684 50.6 534 90 in 65.8 514 87.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 4 ' . 427 32.9 514 37.3 421 27.4 514 33.0 412 514 30.4 408 20.6 514 29.0 403 96 In 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 ' 390 33.9 452 38.4 384 30.1 452 32.9 27.1 452 30.3 373 22.6 452 26.6 38 . g 19.4 452 24.2 359 16.9 452 -4 22.8 355 108 in 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 • 0 357 20.8 299 15.9 357 18.0 283 13,6 357 16.2 287 11,9 357 15.0 283 111 In 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 19.0 284 14.6 338 ;.5 278 12.5 338 14.6 273 11.0 338 13.6 269 1201n -27.7 289 28.2 263 23.i 289 23.7 259 19.8 289 20.5 258 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 246 11.8 .i 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 TABLE 5B AnchorCepacity Table (lbs) _ AnchorCllp Patterns Substrate' 2.7k Concrete 3.5k Cont. Hollow CMU :. CMU PT Wood Metal Anchor type 3116 Elco unracon 114' Eko Unracon 5116' Elco Ultracon 3116 Elco Unracm 114' Eko Unracon 114" SS Eko AeG + r6" Eko Unracan 114" .. !co AggreG• -F #10 Steel Screw (05) #12 Steel Screw (05) #12 Sleet Screw (G5) Edge Distance Din) 1" 2-112' 1" 2-112' 3-118" r 2-1r2' 1" 2-1!2' 3.118" r ' .48' 0.54" 0.324' Embedment n " 1314" 1314' 13/4' 1.314' 2' 1-114' 1-U4" 1-1/4" 1-1/4" 1-114" 1-114" r 1 • . 1-318" mules 2 Anchors @ 475' Min. O.C.1 Stahlrid ix OI{set Clip (Fig. 1)' 393 It's 390 lbs 450 lbs 690 IDs 1644 tbs 2/0 lbs 280 Its 354 lbs 740. 3741bs 664 lbs 9461bs 341 lbs 442 lbs 560 Ws 4 Archon ®1.15' MIn O.C. / Standard (ix OBset)Cllp (rig. 4 480 lbs 700 lbs NIA N/A N!A N/A 380 IDs NIA vA NWA WA WA 682 Ibs Ms 1120 lbs 4Authors 3• MIn. O.C.I (2) 2x5 AngleClips / (F9g. 3x 7801bs 760106 6801bs 1560Ibs 180610s 540Its 560Ibs NIA 760Ibs 7481bs 8801bs 1892 lbs 6821bs 8;. - 1120 lbs 3 Anchors Q 0.45" Min. O.C. 1 U•CIIp, Into .125' Alum. (Fig. 4): N/A N/A N!A WA NIA N/A WA N ., WA N/A N/A WA NIA WA 1073 IDs 1Are hoc/ F-Clp(F1g.4 195 lbs 195 Its 2251bs 445lbs 8221bs 135 lbs 140 lbs lbs 370Ibs 1871Ds 3321bs 473 IDs 170 lbs 221 lbs .i0 lbs 2 Anchors @ 1.15" MIR O.C./ F-C1lp (Fig. 6): 2401bs 350 lbs N!A WA N!A NIA _ 190 .. ' NIA WA NIA L WA _- WA 3411bs 4421bs r • 1€ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAR FIGURE 1: • • FIGURE 3: • • FIGURE 4: it FIGURE 2: ANGLE CLIP MUST BE USED IN PAIRS FIG 1111. 111 FIGURE 5: TAB OTES: IP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS) x (ANCHOR CAP., „°„T .1 _ 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. 1-1.000"-I m a (1) Z 0 J 2 W ••• •� •Z U W • •J Li • •46 (i) .r • ,e; • [L • - D N_ 9 M �QQ x L11 F ❑ • • • •i • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • ••41 N co ••• •• • ••• • S,•• m • 7 • 111 IPJA Si 1, d a N Z ) 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 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1" X 3.125" X .5" MULLION (1" VF MULLION) 4pproved as tomptylug with the Florid • Bolding C Date NOAH Worn{ Dade Prodact C Sv . 11111,. 1/ \GLNSF is • No. 58705 _ _ _ "'ttIi stf1 TL .- A. LYNN MU. L'ER, P.E. FL P.E.# 58705 TABLE 6A Mullion Capacity Table (ibsNt2) 1 X Alum. Mullion Substrate: Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 3.5k Conc. 50 In : in 70 In 80 in 90 In 100 In 120 In 140 In A 160 Rectangular Loading In Trapfrriang. Loading 4 x .126 Rectangular Loading TraplTdang. Loading Rectangular Loading ap/Triang. -ding Rectangular Loading Trap/Mang. Loading Rectangular " Loading Trap(Trlang. Loading Rectangular Loading TrapfTrieng. Loafing Rectangular Loading Traplfdang. Rectangular Loading Loading TraplTriang, Loafing ' Rectangular Loading TraplTrlang. Loading Tube Mullion Capacity i (lbsft Anchor Capacity Required Obs) Mullion Capacity ObslftZ �.� F a` � g �� r d8 tlg cog c� r �� x d� 5 ,� 8� a �g �_�11 '� Anchor Capacity Required Obs) Mullion Capacity] Obey) Anchor Capacity Required Obs) Mullion Capacity Obsltt2) Anchor Capacity Required Obs) Mullion Obsift2) Anchor Capacity Required Obs) ci Anchor Capacity Required (lbs) Mullion Capacity Ob&) Anchor Capacity Required Obs) g � Anchor Capacity Required Obs) Mullion Capacity (Ibsrit2) Anchor Capacity Required Obs) Mullion Capacity Off Anchor Capacity Required Obs) a 8� �� Anchor Capacity Required Ohs) a c�g c Anchor Capacity Required Obs) g � �g m. A�nehor Capacity Required (lbs) Mullion Capacity (lb ) !S c�� r 1 fir Ibs 42 in 170.0 620 170,0 435 170.0 744 170.0 478 170.0 868 17 ' 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 145.8 1489 170.0 521 127.6 1489 170.0 7801bs 1 Mull Length 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 '' 170.0 1133 170.0 661 170.0 1275 170,0 677 166.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 ' 97.7 1303 17! 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 '.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 758 87.8 1 170.0 756 54 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 158 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 88.2 1158 170.0 861 77.2 158 170.0 661 60 In 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 104 148.7 815 111.2 1042 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 p .5 1042 125.1 782 631n 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 992 13 ` 782 100.8 992 121.4 768 90.7 992 114.8 758 75.6 992 108,4 745 64.8 992 108.0 58.7 992 108.0 744 66 In 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 91.9 947 108.7 738 82.7 947 102.2 727 66.9 947 95.1 713 59.1 947 9 711 51.7 947 94.0 711 72 In 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 •.5 849 88.7 688 67.9 849 82.7 675 56.6 849 75.3 659 46.5 84 72.5 652 42.5 849 72.4 651 761n 116.6 762 120.7 665 98.3 762 102.6 652 82.5 762 90.0 640 72.2 762 80,9 629 64.2 62 74.2 620 67.8 762 69.2 613 46.1 762 62.8 602 41.3 62 59.9 597 36.1 762 59.4 695 78 In 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 72 ` 68.1 591 53.4 724 63.4 583 44.5 724 57.3 573 ..:.2 724 54.3 587 33.4 724 53.5 565 90 in 69.6 643 71,8 483 58.0 543 60.7 474 49.7 543 62.9 466 43.6 543 47.1 458 38.6 543 452 34.8 543 39.5 446 29.0 543 34.9 • • 24.8 543 32.1 430 21.7 543 30.7 426 96 In 67.3 478 58.9 427 47.6 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.6 478 34.8 • ' 28.7 478 32.0 395 23.9 478 366 20.5 478 25.6 380 17.9 478 24.2 376 108 In 40.3 377 41.1 341 33.5 377 34.6 335 26.8 377 30.0 330 25.2 377 26.6 325 22,4 377 24.0 321 ' " 1.1 377 22.0 317 16,8 3 - 19.0 310 14.4 377 17.1 304 111 In 37.1 357 37.6 323 30.9 357 31.6 318 28,6 357 27.6 313 23.2 357 24.4 309 20.8 357 22.0 305 18. 357 20.1 301 15. 357 17.4 294 120 in 29.3 308 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 267 16.3 306 17.3 263 144 in 17.0 2121 17.2 198 TABLE 6B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Fill U PT Wood Melo! Anchor Type: 3/16' Eco Ultrecon 1/4" Elco Ultracon 916" Eko Ultracon 3/16" Eko Lilt/aeon 1!4' Eco Ultras • 4' SS Eko AggreGator 5/16" Elco Ultracon 1/4" SS AggreGator 810 Steel -w (35) 812 Steel Screw (35) #12 Steel Screw (G5) Edge Distance (in): 1" 2-1/2' 1" 2-1/2" 3-1/8" 1" 2-1/2' r - -12" 2" 3-1/8" 2" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1.1/4" 1-1/4" 1-1(4' 1-1/4' 1-1/4' 1-1/4" 2" 13/; 13/8" lades 2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1&2): 3901bs 390 Ibs 4501bs 890 Ibs 1644 Ibs 2701bs 280 Ws 3 . _ . s 740 lbs 3741bs 664 Ibs , 946 Ibs 341 Ibs _ Ibs 560 lbs 4 Anchors © 2.25" Min. O.C. / Standard (or Offset) Clip (FIg. 3): 700 Ibs 700 Ibs 580 Ibs 1410 Ibs 952 lbs WA 560 Ibs N/A 630 Ibs WA 880 Ibs N/A 682 lbs 88 - 1120 Ibs 8 Anchors O 1.15" Mln. O.C. / Standard (orOlfset) Clip (Fig. 4): 960 lbs 1400 lbs N/A N/A N/A N/A 760 •- WA N/A N/A N/A WA 1383 Ibs 1770 Ibs 2240 Ibs 4 Anchors @ 3' Min O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 Ibs 7801bs 8801bs 1580 Ibs 1696 lbs 540 Ibs " lbs NIA 7601bs 7481bs 880 lbs 1692 lbs 662 lbs 885 lbs 0 Ibs 6 Anchors 0 3" Min. O.C. l (2) 2x5 Angle Clips I (Fig. 6): 1170 lbs 11701bs 1020 Ibs 2340 Ibs 28441bs 810 Ibs 840 abs N/A 1140 Ibs 1122 Ibs 1320 Ibs 28381bs 10221bs 1327 Ibs 1:: • . 4 Anchors @ 0.45" Min. O.C. / U -Clip, Into .125" Alum. (Fig. 7): N/A N/A N/A N/A N/A N/A N/A NIA N/A NIA N/A WA N/A 1430 Ibs 2 Anchors @ 2.25' Min. O.CJ F -Clip (Fig. 8): 350 Ibs 350 Ibs 290 Ibs 705 lbs 476 Ibs A 280 Ibs N/A 315 Ibs N/A 440 Ibs N/A_. 341 lbs 442 Ibs 560 Ibs 4 Anchors § 1.15" Min. O.CJ F-CIrp (FIg. 9): 460 Ibs 700 Ibs N/A WA N/A . N/A 380 Ibs N/A N/A N/A ._ NIA __ WA 682 Ibs 885 Ibs 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES FIGURE 1: FIGURE 2: • • • • 1, FIGURE 5: • • FIGURE 3: FIGURE 4. THE STANDARD CLIP. URE 8 FIGURE 9: NI a I FIGURE • • • • ANGLE CLIP (FIGURES 5& - UST BE USED IN PAIRS. • • • FIGURE 7: • • • • • • • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP�o) X ( ANCHOR CAP.,,,,,,, 1 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. --j 1.000" �- - • • • • • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• 000000 • • • • • • • • • • •• • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. S SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. _ 1"X4"X.125" MULLION - • •1 • • • • (.0 z 0 J 2 • ap •1- 3 • • Q L1 0 •f •}q F-- LO N 18 m • • i • U) •UJ• •0) J . J •V. •X X a b 0 O c) �• ••• • • • • ••• z •40. • • m 5 () • • & ii • 8 0) m co z • m 0 Approved as complying with ttw Flo : aid Date . i1 % MOAN ti - 394V- O ' Miami Dade Product C By 9 • ` 11tif1,// .\\\ ‘,.( LYNNi •�\(ENSR• (�s•' 11 - NO.58705• ; -0 a 0 Sl' TE if`/'LORIUF`- \� '5' (. • ...... • . \D7 : • A. LYNN MILLER, P.E. FL P.E.# 58705 - TABLE 7A TABLE 7B Anchor Capacity Table (lbs)! Million Ca ,yr Table (Ibslfe) 1 Substrate: 2.7k Concrete Opaning Width ( vertically -spanning mums) or Opening e) t (for horizonla)ly-sparWng mulions) Metal Anchor Type: 60 iii 60 In 70 In 80 in 90 In 100 In 120 in 140 in 160 In Rectangular Loading e. Rectangular Trap/Tdang. -. Loading Rectangular Loading 2-1/2" Rectangular Loading 2.1/2' -Rectangular Loading TraplTriang. Rectangular' Loading Loading TraplTnang.RectangularTraplTriang. Loading V Loa1ng Rectangular Loading ® Rectangular TraplTrlang. - Loading Alum. Tube & T Mullion8 - 5 G Anchor Capacity Required Qbs) Mullion Capacity (Iba/it2) ! g 2 Anchor Capacity Required (lbs) Alco uoiunwJ Anchor Capacity Required (lbs) .e _ E .5V .� G Anchor Capacity Required (lbs) 1-114" 1.1/4" Mullion Capacity Qbs/ft2) Anchor Capacity Required Qbs) g (if Mullion Capacity Q4si) m g . C� Q 0: Mullion Capacity (lbs1112) Anchor Capacity Required (lbs) Mullion Capacity (lbs/ftz) Anchor Capacity Required (lbs) Mullion Capacity (lbs/f12) a L Q R• 1644 Ibs [chor Capacity Required (lbs) o = 3 354 Ibs ° i= 0 Anchor Capacity Required Qbs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (1bs) 341 Ibs Anchor Capacity Required (lbs) Mullion Capacity (lbs/ft2) Anchor Capacity Required (lbs) Mull Length 42 In 170.0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 760 lbs NIA WA 170.0 1488 170.0 621 170.0 1735 170.0170.0 780 Ibs 780 Ibs 880 Ibs 1560 Ibs 521 481n 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 1320 Ibs 2838 Ibs 1022 Ibs 1700 1700 1700 680 170.0 1083 170.0 680 151.6 202480 NIA N/A 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 560 Ibs 4 Anchors ® 1.15" Min. O.CJ F•Clip (Fig. 9): 480 Ibs 170.0 1793 1700 756 ,156.0 1919 170.0+ N/A _ N/A NIA .0 758 54 In 170.0 797 170.0 612 170.0 958 170.0 69i 170.0 1116 170.0 754 170.0 1275 170.0 803 ' 170.0 1434 170.0 837 170.0 1544 170.0 856 + 1799 170.0 881 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 1 170.0 1594 170.0 998 155.5 1619 170.0 1033129.6 1619 170.0 1063 111.0 1619 170.0 1053 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122117.5 1542 168.5 1158 100,7 66 In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 158.6 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80 .3 1472 146.0 1104 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 168.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013+ 1320 112.5 1012 761n 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 984 89.8 1184 107.5 952 74.e 1184 97.8 935 64.1 1184 93.1 927 56.1 1184 92.3 925 78 In 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 126.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 1124 84.3 881 51.9 1124 83.2 878 90 In 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 844 61.4 693 45.0 50.0 668 33.8 844 47.7 662 96 In 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 87.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.6 684 In 62.6 686 63.9 530 52.1 586 53.8 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 586 37.3 498 31.3 666 34.2 492 26.1 111 In 57.6 555 68.8 603 48.0 555 49.5 495 41.2 655 42.9 487 38.0 555 38.0 480 , 32.0 555 34.2 473 28.8 555 31.3 467 24,0 555 27.i 457 20.6 120 In 45.6 475 46.4 433 38.0 475 39.0 426 32.6 475 33.7 420 28.5 475 29.8 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 -If-------- 16.3 475 18.7 387 14.3 475 17.2 381 1441n 28.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B Anchor Capacity Table (lbs)! Anchor Clip Pattems Substrate: 2.7k Concrete 3.51c Conc. Hollow CMU Filled CMU PT Wood r Metal Anchor Type: 3116' Elco Utlracon 114" Elco Ullracon 5/16" Elco Ullracon 3116" Elco Ullracon 1l4" Elco UlUacon 114" SS Elco AggreGatar 5116" Elco Ullracon 114" SS Elco AggreGator tr9 #10 Steel Screw (05)Screw #12 Steel (G5) #12 Sled Screw GS ( ) Edge Distance (In): 1" 2-1/2" 1' 2.1/2' 3-118" 1" 2-1/2" V 2-1/2' 2' 3-1/8' 2' 0.48" 0.54" 0324' Embedment (in): 1-3/4' 1-3/4' 1-3/4" 1-3/4" 2" 1-114' 1-1/4" 1-1/4" 1-114" 1.1/4" 1-1/4" 2' 13/8" 1.3/8" wanes r2Rrrchors:79` Ml8 ac: / Stand e 3901bs 390 Ibs 450 lbs 89AllgtJ 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 374 lbs 664 Ibs 946 Lbs 341 Ibs 442 Ibe 560 Ibs 4 Anchors @ 2.25" Mln. O.C. I Standard (or Otlset) CO (Fig. 3): 700 Ibs 700 lbs 580 lbs 1410 Ibs 9521bs NIA 560 lbs WA 630 Ibs N/A 8801bs N/A 6821bs 885 Ibs 1120 Ibs 8 Anchors 01.15' Min. O.C. / Standard (or Offset) Clip (Fig. 4): 960 lbs 1400 Ibs NIA N/A WA N/A 760 lbs NIA WA NIA N/A N/A 1363 Ibs 1770 Ibs 2240 Ibs 4 Anchors 0 3' Min. O.C.1(2) 2x5 Angle Clips / (Fig- 5): 780 Ibs 780 Ibs 880 Ibs 1560 Ibs 1898 lbs 540 lbs 560 lbs NIA 760 Ibs 7481be 8801bs 1692 Ibs 882 Ibs 8851bs 1120 Ibs 6 Anchors 0 3" Min. O.C. 1 (2) 2x5 Angle Clips I (Fig. 6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 Ibs 2844 Ibs 810 Ibs 840 Ibs N/A 1140 Ibs 1122 Ibs 1320 Ibs 2838 Ibs 1022 Ibs 1327 lbs 1680 Ibs 4 Anchors 0 0.45' Min. O.C. 1 U- lip, into .125" Alum. (Fig. 7): NIA , WA NIA WA N/A N/A WA NIA N/A N/A N/A NIA NIA N/A 1430 lbs 2 Anchors 0 2.25' Min. O.CJ F -alp (Fig. 8): 350 Ibs 350 Ibs 290 Ibs 705 Ibs 476 Ibs N/A 280 lbs WA 315 Ibs WA 440 lbs - WA 341 Ibs 442 Ibs 560 Ibs 4 Anchors ® 1.15" Min. O.CJ F•Clip (Fig. 9): 480 Ibs 700 Ibs WA N/A N/A WA 380 Ibs N/A N/A _ N/A NIA N/A _ 682 Ibs 685 Ibs , 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. • - 1 • • -, • FIGURE 5: • • • • FIGURE 3. • • • • FIGURE 6: • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • 1 • L 1 • • FIGURE 8. FIGURE 9 • • FIGURE 7: • • • • 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ANCHOR CAP.,,„„„1 _ ANCHOR CAP.,", \ `MULLION CAP.,,„"+„ 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. 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 4.000" 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY -BE STEEL, 18-8 S.S. OR 410 S.S. -- - . - .375" 1"X4"X.375"T 2_'T"_ -MULLION - -j 1.000" I-- .375" 1 X 4" X .375"� MULLION • • •• •• • •••••• • OOOOOO •••• • • •••• • • •• •• • • • • • • • • • • •• • • • (1) Z 0 J • •3 •r 2 3 LL} C .a/ • J 5 W N13 CO • i • ••••+ • T z° F •3 ••• • •• • • • • • f' • •• id 0 m Approved u complying with tbt Florid: Boldin C Date h • 1 - NOM [4•�.sy4j,_. d. • NJ IIY I rot Dade Product C 1:11-..a... .0.., LYNN Mi /0, \, ,Q,0 .•••.. „• Cel, 'i ��CENSF 'Q No. 513705 -' A___i_r___=,____,..1 COR10_ A. LYNNIMJLLER; k.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table (Ibs/tt2) 1.26" x 3.188" x .286" Alum Tube Mull Opening Width (for vertically -sparring mullions) or Opening Height (for horizordally-spanning mullions) 501n 601n 70In 80In 90 in 100 In 120 In 140 in 1601n Rectangular TrapITdang. Loading Loading 42 In 48 In 50.625 In 54 In 60 in 83In 86 In 72 In 76 In 78 in 90 In 170.0 170.0 170.0 170.0 961n 108 In 111 In 170.0 170.0 620 708 747 797 187.1 128.7 109.4 101.2 65.9 64.3 38.1 35.1 930 a a 170.0 170.0 170.0 170.0 957 804 722 685 515 453 358 338 170.0 170.0 435 524 563 612 170.0 135.2 114.4 105.6 88.0 55.8 39.0 35.8 701 789 698 630 600 457 404 323 306 Radon Loading a ag 2t I =, Trapfrtiang. Loading 170.0 170.0 170.0 170.0 170,0 160.1 744 850 896 956 139.3 107,3 91.2 84.4 54,9 45.3 31.8 29.3 1063 1051 170.0 170.0 170.0 170.0 957 804 722 170.0 170.0 151.6 115.2 97.2 478 584 631 691 453 358 338 Rectangular Loading a B. a 12 L 170.0 170.0 170.0 170.0 868 992 1046 1116 TraplTdang. Loading •6 73 E. a a� I fis ly 1 Rectangular Loading Ft 8 8G o Trapfldang. Loading 170. 170.0 170.0 170.0 170.0 170.0 -IMEM 170.0 - ® 1051 LEE] 850 805 684 618 588 449 397 318 301 119.4 91.9 78.2 72.3 47.1 38.8 27.2 25.1 957 804 722 134.0 101.3 85.3 78.5 50.1 41.0 28.4 26.1 790 671 606 577 441, 391 313 297 139.0 120.1 104.4 80.4 68.4 63.3 41.2 992 1133 1195 1275 170.0 170.0 170.0 170.0 519 661 723 803 -Rectangular Loading a a� g o 13 t 170.0 170.0 170.0 163.1 1116 1275 1345 1376 Traplfrlang. Loading a 1,1 a: 170.0 170.0 170.0 170.0 521 677 747 837 Rectangular loading 8 170.0 170.0 167.0 146.8 1240 1417 1468 1376 Trap/Mang. Loading .. . 1°a - S. a. -6- E g g 170.0 170.0 170.0 170.0 521 680 756 856 Rectangular Loading 8 8� 8 170.0 154.6 139.2 122.3 MI 930 CIMMIZEICO®E3 150.0 ® - MI MI= 1051 CM= 33.8 23.8 22.0 957 804 722 685 515 36.4 25.2 23.2 106.7 1051 63.6 54.7 1• • 60.6 685 SIREN 33.0 515 FINN�- 20.9 290 16.4 249 385 308 293 30.2 21.2 19.5 1201n 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 957 804 722 112.8 84.1 70.3 787 650 686 560 428 106.6 78.8 65.5 60.1 37.4 30.4 20.8 19.1 830 759 643 680 80.1 69.6 53.6 45.6 1488 1548 1468 1376 422® uuur 144 In 16.1 201 18.3 186 TABLE 88 1158 1051 957 804 722 685 TraplTrlang. Loading 8 G 170.0 170.0 170.0 170.0 521 680 756 861 144.8 119.5 100.0 72.3 69.5 54.3 33.1 26.6 18.0 905 822 750 633 570 Rectangular Loading c c 170.0 132.7 119.3 104.8 79.4 68.6 59.7 48.0 39.1 36.2 23.5 19.4 1735 1548 1468 1376 Trepfrrlang. Loading Lis- a ati a Rectangular Trap/Trlang. Loading Loading 170.0 170.0 170.0 170.0 621 680 758 861 s 2: 151.6 118.1 104.4 91.7 8• 1769 1546 1468 1376 a 170.0 170.0 170.0 170.0 521 680 756 861 144.8 '' 69.5 1158 r� 119.1 60.0 1051 98.9 52.2 69.9 401. . 56.7 51.4 - 1111.11.11.1 83 In --- AnchorCapacityr Table (Ibs) Anchor Clip Pattems Substrate: 2.7k Concrete 3.5k Cale. Hollow CMU • CMU PTWond Metal Anchor -woe 3/16' Elco Ulraccn 114' Ek0Ullracon 5/16" Elco1/4' URrecon 3/16' Elco Uttracon 114• Eko Ultracon SS Eko AggreGator 5/16• E UIt » 114' S ° 0 Aggn Gat.' 1110 Steel Screw (G6 ) #12 Steel Strew (G5) 1112 Steel Screw (G5) Edge Distance On): 1" 2-1!2' 1" 2-1/2' 3-1/8" 1" 2-1/2' 1" 2-112' 2' 1/8" 2' • 48' 0.54' 0.324" Embedment (n) 13/4' 1314' 13/4' X13/4" 2' 1-1/4' 1-1/4" 1-1/4' 1-1/4" 1-1/4' 1-1/4" 2' _ 1 1.3/8" varies 2 Anchors ® 4.75' MMO.C. / Standard or Offset Clip (Fig. 1): 390105 39010s 4501bs 800 Its 1644 Ibs 270 lbs 280 Ibs 354 Ibs 740105 • s 664 Ibs 946 los 34110s 442 ms 560 IDs 4 Anchors ®1.15" Min O.C. / StarWard (or Offset) Clip (Fig. 2) 480 Ibs 700 Its N/A WA NIA N/A 380105 N/A WA N/A N/A WA 682105 :.- Ibs 1120 Ibs 4 Anchors ® 3' Mtn. O.C. / (2) 20 Angle Clips l (Flg. 3): 180105 780105 680 Ibs 1560 Its 18961bs 5401bs 560 Its WA 7601'- 748 Ibs 880 Ibs 1892 Ibs 682105 885 •• 1120 Its 4Anchors ® 0.45' Min. O.C. 1 U -Clip. into .123' Alum. (Fig. 4): N/A N/A N!A N/A NIA N/A WA NIA 'A N/A WA WA NIA WA 1430 Ibs 1 Anchor/ F -Clip (Fig 5)c 105 Ibs 195 Its 2251bs 445105 822 Its 1351bs 140105 177 Ibs 370lbs 187 Ibs 332 Its 473105 1701bs 221 Ibs -• • ISa 2 Andrus ®1.13' Mln O.CJ F -Clip (Fig. 6X 240 IDs 3501bs _ N/A N/A _ N/A N/A _ 190 Ibs WA N/A WA N/A , 341105 442 Ibs 5601 . Nr)TF- FC)R THF OFFSET CLIP- USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • • FIGURE 5: • FIGURE 2: • • • FIGURE 6: • • GLE CLIP MUST- - BE USED IN PAIRS. TA: ` OTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS,) x f ANCHOR CAP.,",,„) _ANCHOR CAP."E, MULLION CAP.,,,,,1„„E 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. H-1 .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 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 RESTRICTIONS - SHOWN 0 -14 -SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 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 BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25" X 3.188" X .265' MULLION (1-114" VF MULLION) • • •• •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• •••••• • • • • • • • • • • •• • • • v/ z O -J 9-414 ••sem • r 3 at ••Q.• • J D W cN (7 - • •(n 1•W 0 .(I) •J • L0 •40N •M u7 v a a M N. • • •c • • • o-� • .• • 11••• • i Z . • •• • 0 0 re a .approved u complying wills 115► Florid Boldin C Datei NOA » M Dv ami Dade Product C TZ \\,�1,... ''111 OGEN.' No. 5E1705 • t(1, Lu So�LiAOTRE • 0A(3 • CL �F A�L'NN, ml Rt'P E. FL P.E.58705 -- TABLE 9A 1.26 x 3.26 x .100 Alum. Tube Mullion 42 in 48 In 50.625 In 54 In 60 in 63 in 66 in 72 in 76 in 50 in Rectangular Loading 1 o 170.0 Trap/Tdang. Loading a G Rectangular Loading Tr ` 4 (ling. Loa 70 In Rectangular Loading Mullion Capacity Table (Ibslft2) Opening Width (forvertically-spanningmutons) or Opening Height (for hodzontalty-spanning mullions) 80 in 90 in 100 In 120 in 140In 160 in Trap/Tdang. Loading Rectangular Loading Trap#Triang. Loading Rectangular Loafing TraprTriang. Loafing Rectangular Loading TrapJTriang. - Loading Rectangular Loading -Trap/Triang. Loading Rectangular Loading TrapITriang. Loading Reclangular- Loading Traplrriang. Loading 555 I. 170.0 170.0 170.0 143.2 123.7 107.6 82.9 70.5 620 708 747 797 746 677 617 518 465 170.0 170.0 170.0 170.0 153.8 132.0 114.1 87.1 73.7 435 524 563 612 634 579 530 450 408 1 1 1 5 i G 2 h 1 S 2 1 a 11 Ir 1 a-4 170.0 744 170.0 850 170.0 896 154.5 869 119.4 746 103.1 877 89.7 617 69.1 518 78 in 90 In 961n 108 in 111 In 65.2 42.4 35.0 24.8 22.8 441 332 291 230 216 88.0 43.8 35.9 25.1 23.1 387 295 280 208 197 58.7 485 54.3 35.4 29.1 20.5 18.9 216 441 332 291 230 170.0 170.0 170.0 170.0 132.3 113.2 97.6 74.2 62.6 478 584 631 691 620 566 519 440 57.7 37.0 30.3 21.1 19.4 398 379 289 258 205 194 170.0 167.6 150.7 132.5 102.3 88.4 76.9 69.2 50.3 868 978 927 659 746 677 617 516 485 170.0 170.0 992 170.0 170.0 153.9 117.6 100.4 86.3 65.2 54.9 63 146.7 978 170.0 170.0 519 661 170.0 130.4 1118 170.0 521 153.3 1118 170.0 521 127.7 1118 170.0 521 109.5 1118 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 680 83.8 978 170.0 170.0 521 95.8 170.0 521 660 684 883 1 927 168.5 708 117.2 927 159.1 699 105.5 927 158.3 698 87.9 927 158.3 695 75.4 927 156.3 695 73.3 65.9 978 927 170.0 156.3 680 695 608 555 509 432 390 115.9 89.5 77.3 67.3 51.8 44.1 9 746 141.8 07.8 689 599 103.0 869 134.0 660 92.7 869 129.8 854 77.3 869 128.8 652 79.8 746 101.0 692 71.6 746 96.6 587 59.7 746 93.3 583 66.2 51.2 869 128.8 652 57.9 869 746 93.3 ' 583 44.8 746 128.8 93.3 652 58 677 617 91. 546 68.7 877 85.2 539 61.9 677 81.0 534 51.6 677 77.0 529 44.2 677 78.7 529 38.7 677 76.7 29 78.3 59.8 617 72.6 494 53.8 617 68.7 489 44.8 617 64.4 463 38.4 518 58.8 425 .1 518 54.2 419 41.4 518 50.7 414 485 49.4 384 39. 465 48.6 30.3 25,0 17.5 18.2 441 332 291 230 218 50.6 32.3 26.4 18.3 16.8 120 In TABLE 9B 17.9 187 18.2 170 14.9 187 15.3 167 372 284 252 201 191 40.8 26.5 21.9 15.4 14.1 Anchor Clip Patterns 2 Anchors © 4.75• Min. O.C. / Sta 4 Anchors 1.15' Min. O.C. / Stand; 4Anchors @3'Min. O.C./(2) 3 Anchors ® 0.54" Mln. O.C. 1 U4;I FIGURE 1: • FIGURE 3: 2 Anchors © 1.15 441 332 45.4 28.8 368 280 36.2 23.6 4 45.3 378 35.2 465 42.2 374 34.5 518 29.4 465 46.6 408 29.6 617 518 83.7 482 33.6 617 .7 482 45.0 38.3 387 25.2 465 36.5 _405 384 26.9 45.0 405 2 465 38.2 363 41.6 332 291 230 218 23.5 16.2 14.9 248 198 188 19.4 291 1 21.3 360 278 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 34 21.2 332 24.1 272 17.7 332 21.3 288 15.2 44 17.5 291 19.5 241 14.6 291 17.1 236 12.5 332 291 19.6 62 .6 232 Anchor Capacity Table (lbs) ndard ip• Substrate: 2.7k Concrete ' 3.5k Conc. Hollow CMU r Fil . U PT Wood Metal Type: 3/16' Elco Ultracon 114' Elco 111tracon 5/16• Elco114" UhKacon 3116• Elco UHrecon 1/4' Elco Ultracon SS E • Agg .' : or 5116" Elco Ultracon 1/4" SS • AggreGator #10 Steel rew (G5) ff12 Steel Screw (G5) 412 SteelAnchor Screw (G5) Edge Distance (in): 1' 2-1/2' 1" 2-1/2' 3.1/8' 1" 2.1/2' 1' 2.1/2' 2' 3-1/8" 2' •" 0.54' 0.324' Embedment (in). _ 1-3/4" 1.3/4' _ 1-3/4' 1-3/4' 2'1-1/4" 1-1/4" 1.1/4" 1-1/4" 1-1/4' 1-1/4' 2' 946 Ibs 1-3/; 341 Ibs 1-3/8" %arias 42 Ibs 560 Ibs or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 1644 Ibs f 270 IUs 280 Its 354 Ibs _ 7 . •- 374 lbs 684 lbs rd (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A N/A N/A WA 380 Ibs N/A N/A NIA WA N/A 682 lbs 1120 lbs 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 Ibs 6801bs 1560 Ibs 1896 Ibs 540 lbs 560 Ibs W 760 Ibs 7481bs 880 Ibs 1892 Ibs 682 Ibs 8851• 1120 lbs Into .100" Alum. (Fig. 4): WA N/A WA N/A N/A N/A WA rA N/A N/A WA N/A N/A WA ' 50 Ibs 1 Anchor l F -Clip (F1g. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 Ibe 135 Ibs 140 Ibs 177 Ibs 370 Ibs 187 Ibs 332 lbs 473 Ibs 170 Ibs 221 Ibs 2 • ' Mln. O.0 1 F -Clip (Fig. 6): 240 Ibs 350 Ibs N/A N/A ` N/A N/A 1'' . N/A _ NIA N/A N/A , N/A. 341 Ibs ' 442 Ibs 560 • • • FIGURE 4: FIGURE 5: • • • • NE 111 ANGLE - CLIP MUST BE USED IN PAIRS. 20.4 13.3 441 32.7 18.7 345 260 ANCHOR CAPACITY ADJUSTMENT FORMULA: k MULLION 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. 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. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES :1-0.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 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 .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • MULLION legg 0 Lij i>,<41 )7:xct x co • z 11:1 • • • 8 CO • • • 03 0 0 Approved as complying wilk Florida Buitivcr Date iptst Miami Dade Product Co rot • No. 58705 i At)Lm IU/i Mullion Capacity Table pbsf[t') Substrate 1 26 x.624 Alum. 3,5k Calc.' Opening Width (for vertically -spanning millions) or Opening Height (forhorizontafyspanning mullions) FII - , . U 50 in Trap/rriang. Loading 60 Rectangular Loading Arichor Type: 701n 80 in 90 in 100 in 120 in 140 in 160 in x 3.25 Rectangular Loading Trap '. ng. Loadin. Rectangular Loading Traplydang. Loading Rectangular Loading Trap/Mriang- Loading Rectangular Loading Trap/rriang. Loading Rectangular Loading Trap/Friona. Loading Rectangular Loading Trap/rnang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading TraplTriang. Loading Tube U L,' a 3a V_. o 0a, 41 .tet .^ E U _V'IASV 1e " Ail"- e -o g .4 VE 0 ig x Ea. U4 =g d� .= UEV IV i€ 4 la -E 01 1.a 4c2 0 I it 7U+ ti c , 17;, Udx 4V E 0 x= 4U �c• E1 Uv 'i a .4V E 0 It' i€ .z mE 0v 1,1 .Et .4U 0 IC Il. Y4 Ea 01 e.a a E 0 It ie .sU .c U, 24 U w 0 IV i rU wN 01 drr 8 w 0 It la .4 a° 01 44 4 E 0 _; " Ea 01 Lt a 0 IV A 4 wG 0v 15 Lt. 04 AL U iV 11 w✓ 0v 4IV krr wn U LII A Uy 4 da 4' a U r 11 42-^ ■a Uv g.;^Q d: wa U ii ■ap rc d& wo U xRg , ,e 4'MulllonwE E 0a 41 doe m c J 0 n78 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 •- 170.0 992 170.0) 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1963 170.0 521 -40In- - 170.0 - 708 .170.0 _624 _ 170.0 660- 170.0 684 ^ 170.0 992 170.0 630 !.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 660 169.7 1979 170.0 680 149.5 1979 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.1 195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 766 152.6 1877 170.0 756 133.6 1877 170.0 64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 12 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 B56 156.4 1769 L170.0 861 134.1 1759 170.0 861 117.3 1759 1 • • 661 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 ! 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 15 170.0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 .15 139.2 1370 170.0 1076 425.3 1370 164.0 1082 104.4 1370 155.9 1072 89.5 1370 165.3 1070 78. 1370 155.3 1070 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 _158.6 1013 21.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1248 130.4 978 77.8 1246 129.0 975 ' .1 1248 129.0 976 72 in 167.8 . 1049 170.0 678 139.9 1049 150.2 892 805 119.9 1049 132.1 875 104.9 1049 119.1 860 93. 1049 109.7 848 03.9 1049 102.7 838 69.9 1049 94.3 825 59.9 1049 91.2 0 52.4 1049 91.1. 820 101.9 941 111.2 791 - 89.2 941 1001 777 79.3 - * - 9t7 - 766 - 71..-4 -941- 135.5 - -757 - - 59.5- 941- -77.6 -744 - -51:0 - -941- 1 - -737 - -44.6 -941 73:3 - -736- 76 in 142.7 941 149.1 822 118.9 941 1261 in 132.0 894 . 137.6 763 110.0 894 116.9 . 767 94.3 894 102.4 753 02.5 094 91.9 _ 740 713 894 1 730 66.0 894 78.3 721 551 894 70.7 707 47.1 0 67.0 701 41.3 894 66.1 698 90 in 85.9 671 88.7 596 7i.6 671 74.9 585 61.4 671 65.3 575 53.7 671 56.2 566 47.7 671 52.9 58 43.0 671 48.8 651 35.8 671 43.1 539 30. 671 39.7 531 261 671 37.9 526 96 in 70.8 590 72.8 527 69.0 690 61.4 518 50.6 590 53 4 509 44.3 590 47.5 502 39.3 590 43.0 4-- 35.4 590 39.6 468 29.5 690 34.7 477 5.3 690 31.6 469 22.1 590 29.8 464 108 in 49.7 466 50.8 421 41.4 466 42.6 414 35.5 466 37.1 400 31.1 466 32.9 492 27.6 466 29.7 396 466 27.1 391 20.7 466 23.5 .12 17.8 466 21.2 375 15.5 466 19.6 370 111 in 45.8 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25.4 441 27.2 376 22.9 1 24.9 372 19.1 441 . 363 16.4 441 19.3 356 14.3 441 17.8 351 120 in 36.3 378 36.9 344 30.2 378 31.0 339 25.9 370 26.8 334 22.7 379 23.7 329 20.1 378 21.3 325 10.1 378 9.5 • 321 15.1 16.7 314 144 in 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 r 16.3 236 AnchorCapaclty Table (lbs) Substrate 2.7k Concrete 3,5k Calc.' Hollow CMU FII - , . U PT Wood Metal Anchor Clip Patterns Arichor Type: 3Elco Unr8cal 4"4" VEICoUNraCOn 5/16' Elco116' Unracon 3116' Elco Unracon 1/4" EkoUltrato SS Elco AggreGator 5/16' Elco Unrat4xl 1/4" SS E . AggreGata #10 Steel (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance BM: 1" 2-1/2' 1" 2-112 3.1/8' 1" 2-1/2' 1' -112" 2' 3-1/8' 2 0. " ' 0.54' 0.324" Embadnent n' 13/4" 13/4" 13/4" 1314' 2" 1-1/4' 1-1/4" 1-114" 1-1/4" 1-114" 1-114" 2' 1-3/8' 13r8" vanes w 1644 lbs 270185 280 lbs • 5 740186 374 lbs 664 lbs 946 lbs 341185 - it 560 lbs 2 Anchors Q 4.79' Kiln. (lc./ Standard a Offset CNp (Fig. 1): 390185 390106 450 lbs 090 tbs 4 Archers @ 1.15" Mln. O.C.1 Standard (a Offset) Clip (Fig. 2) 460 IDs 700 lbs N/A NIA N/A WA 380185 N/A N/A N/A N/A WA 6821bs 6;. -- 1120185 4AnchOrs @ 3' Mtn- O_C. / 0 245 AngleClips / (9g. 3): 780185 780185 680 ibs 1560 lbs 1896 lbs 540185 560 _- N/A 760Ibs 748185 680 lbs 189216s 6821bs 885 its 1120 Ito 3Anctors @ 0.54' Min. O.C. 1 U .Clip, Into .100' Alum. (Fig. 4 NIA NIA N/A N/A N/A N/A A N/A NIA NIA N/A N/A NIA WA .. 4 lbs 1 Ancor/ F.Clip (Fig. 5) 195185 195 Rs 225 Ibs 445185 822185 135 Ib 140 IDs 177 lbs 370 lbs ` 187 lbs 332185 473 lbs 1701bs 221 lbs .: r -_ 2 Armors ® 1.19" MIR 0 C F -Clip (Fig. 6) 240 Ibs 350 Its N/A WA , N/A 190 lbs N/A N/A N/A WA WA 3411bs 4421bs 560 IDs FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • FIGURE 5: FIGURE 2: FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS } x ( ANCHOR CAP..) _ ANCHOR CAP."„ \MULLION CAP.,,O,,,„,f 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. 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 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 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 6063-75 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25" X 3.25" X .624" MULLION • • • • •• • • •••••• •••• • • •••••• • • •• •• • •• • . •• • •• •• • • Z 0 J 2 --W • in •R ••%, • • CL •&• • J444 LL,1 • • • 11) N ▪ O rn r •3 D_ •JJ fen LLI. 4.••o• X • egiqM X [L) cr a _CC C4) 1- d 1m z 411,•• 00 • e- 1 N ••• •• Z • ••• .• • •• • tea. • • •• • •• id. 0 Z Approved u complying with for Fiori : Stadia C . e Date NOA#3!- Nlamt Da, a Product C ,tin) 8y,_ 4. r • \\ \\\ \\ �C�� LYNN Mid iii.., ��cENs�' • No. 58705 r• � /,ice �1�� i� _ it � Mme / S' A� E FUf' /A. Lr N IML c ; F'.. FL/P.*448705 it TABLE 11A 50 in 60 70 in Mullion Capacity Table (lbelft2) Opening Width (forvertically-spanning mullions) orOpening Height (Ihrhorixontally-spanning moons) 80 in 90 in 100 in 120 in 1i 28 x 8 94 Rectangular Trap/Meng. Loading Loading x .824 Alum. Tube Mullion co 0 1 0 Recta Loa ngular ding Trap ' g Loadan Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapfTriang. Loading Rectangular - Loading 42 in 170.0 -- 48 in -170.0 50.625 in 170.0 54 in 170.0 60 in 170.0 w 0▪ .0o tl G 620 170.0 708 170.0 747 170.0 aG w5 q 435 624 563 'u 2- w V •may+ 0 " N 2 170.0 170.0 170.0 Y u wG U v 4a 744 _650 896 170.0 170.0 170.0 170.0 .0 u 0 V 0 a wG V v e 5u s 170.0 631 170.0 1046 170.0 170.0 170.0 170.0 630 .0 992 1133 684 170.0 797 170.0 085 170.0 612 701 170.0 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 195 170.0 170.0 u 6 e V O V. 1 G 170.0 170.0 1116 170.0 521 u d w Ims .0 0 es w GMT. Ga 1240. 170.0 521 o i g 170.0 1488 Trep/Triang. Loading 140 in Rectangular Loading 160 in Trap7Triang. Loading Rectangular Loading Loading a to V 0 u S Gp O • C "� 170.0 170.0 621 mg Ce II I 170.0 1735 170.0 62 1 a. 170.0 1983 ir a. 170.0 521 1275 170.0 170.0 723 170.0 1345 170.0 617 747 1417 170.0 680 170.0 1700 170.0 680 170.0 12 170.0 803 170.0 1434 170.0 837 170.0 1494 170.0 756 170.0 1793 1594 170.0 656 170.0 1913 170.0 766 170.0 170.0 1983 170.0 680 170.0 2267 170.0 680 2092 170.0 756 170.0 2391 170.0 170.0 661 170.0 2231 170.0 861 160.2 2403 17 861 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 63 in 170.0 66 in 170.0 930 170.0 974 170.0 745 789 72 in 170.0 76 in 170.0 78 in 170.0 90 in 142.0 96 in 108 in 111 in 117.0 021 75.7 1063 170.0 1122 170.0 1151 170.0 1110 146.5 975 120.3 771 64.0 876 937 170.0 170.0 170.0 967 986 872 170.0 170.0 118.4 97.5 1116 1169 1275 696 66.6 730 77.3 661 63.1 1346 1381 1110 976 771 730 170.0 170.0 170.0 660 170.0 1302 170.0 940 170.0 903 170.0 1364 170.0 1002 170.0 1468 1 944 170.0 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 170.0 1063 129.8 21 170.0 1063 5 170.0 1668 170.0 1066 70.0 1673 1753 170.0 1076 170.0 1859 170.0 1122 166.9 170.0 1155 170.0 170.0 170.0 123.9 101.5 70.7 65.0 1009 1080 1116 968 856 685 170.0 1486 170.0 168.5 155.9 101.5 83.6 1556 1477 170.0 1126 170.0 1700 170.0 1228 15: 1734 170.0 1315 138.7 1209 147.4 1556 169.3 1245 136.4 1477 165.2 1285- 131.1 151:5 1266 152.0 1110 107.9 951 68.8 975 88.3 842 56.7 711 61.3 674 73.2 51.4 1110 96.3 1224 121.2 1477 .1 1206 117.9 1948 1734 170.0 1210 143.0 2060 1966 170.0 1169 134.6 2060 470.0 1171 117. 060 170.0 1171 • • 170.0 1275 122.6 1966 169.8 1386 115.6 1734 155.9 1364 99.1 1734 170.0 160.4 12 86 2 .2 1966 86 7 1734 170.0 -150.2 1286 1352 109.1 975 78.5 936 629 78.9 1110 87.5 22 71-0 1556- -141:3 1261 -98.3- -1556 -128.-3- -1229- -84.2- -1556- -12 19 -73.7 1211 1216 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1 110.8 1158 66 2 1477 109.3 1154 1110 80.7 910 69.2 1110 71.3 891 60. 65.0 976 71.2 650 64.1 730 66.3 640 47.3 771 730 64.3 664 4 5.7 771 49.0 49.9 120 in 59.9 624 61.0 569 49.9 624 1441n 34.7 433 35.1 400 28.9 433 51.2 29.4 560 42.8 624 395 24.0 433 44.3 26.4 552 37.5 624 39.2 631 544 42.i 730 45.0 01 58.5 655 622 4 975 65.4 607 48.6 975 57.4 789 1110 66.6 678 1110 870 1.8 975 52.3 776 36.6 975 49.3 767 771 44.9 37.9 0 41.1 647 614 34.3 771 38.9 2 31.5 730 33.3 624 390 21.7 433 22.4 385 19.3 433 35.3 20.0 537 381 30.0 17.3 624 433 2.2 16. 631 376 25.0 6 27.7 600 619 29.4 27.0 771 36.0 62 1 26.7 771 32.4 612 730 31.9 589 23.7 730 29.5 581 21.4 624 24.6 609 113.7 624 22.6 501 TABLE 111i Anchor Capacity Table (ibs) Anchor Clip Patterns Substrate: 2.7K Concrete 3.5k Conc. H cllow PAU F 1- . ; U PT Wcod Metal Anchor Toe 316" Elco Ultracon 1/4" Ekounracon 5116" Elm Ultracon 316' Elco Macon 1/4" ElcoUttraco 4' SS Elco AixieGator 6116' Elva Uttrac on 1/4" SS El AggreGafor #10 Steel (05) #12 Steel Screw (05) #12 Steel Screw (05) 664 lbs 446 Its lbs or Offset Ctip (Fig 1 393 lbs 340 lbS 450 lbs 690 1Ds 1644 lbs 27011s 280 lbs - 7401bs 374 Ws 341 lbs 660 Ito 2 Anchors ilt 4.75' Mln. 0.C. 1 S1anclarcl 4 Anc hors © 3" Min. 0.C. / (2) 2x5 Angle Clips / Mg_ 3): 7E0 lbs 780 Ms 660 lbs 1560 IDs 18i-,6 IDS 540 lbs 560 N/A 760 Ms 748 Itos 880 Its 1892 lbs 6621tos 685 Its 1120 Its 1 1 Ant hor/ F-Cllp pg. 4 195 lbs 195 Its 225 lbs 445 Its 822 lbs 135 140 lbs 177 Its 370 lbs 187 Its 3M Its 473 Its 170 lbs 221 Its 2B r. 350 Its N/A NIA NIA 190 lbs WA N/A N/A N/A N/A 341 lbs 4 42 Its 560 lbs 2 Anchors ft 1.15" Min. 0.CJ F-Cilp (Flg. 6y 240 lbs FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • • FIGURE 5: FIGURE 2: FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (pp.) x ANCHOR CAP...) = ANCHOR CAP... k 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. • co 1;4 • • • • CO CO 1- • et* 12 cti • • • • ec 0 • • 0 • • • • • 0 co • • 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. 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 CONCRETE BLOCK UNIT (OMU) 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 .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. lipproved as tompiying vital HI. Date NOAN -MULLION- - - T" a &I (416 '1=-7 -FL1 kb) b8705- TABLE 12A Mullion Capacity Table (lbs/f2) 2x4x.26 Alum. Tube Mullion Opening Width (forvertically-spanningmullions) or Opening Height (for horizontally -spanning mullions) 50 In Rectangular Loading 42 In 170.0 1 48 In 170.0 50.625 In 170.0 54 In 170.0 60 In 170.0 63 In 170.0 66 In 170.0 72 In 170.0 76 in 170.0 78 In 170.0 90 In 170.0 96 In 147.4 108 In 103.5 111 In 95.4 120 In 75.5 144 in 43.7 TABLE 12B 8 i 620 708 747 797 885 930 974 1063 1122 1151 1328 1229 971 919 788 548 TraplTdang. Loafing 60 in Radon r Loading TraplTdang. Loading 70 In Rectangular Loading 8 TraplTrlang. Loading 80 In Rectangular Loading Trap!Tdang. Loading 1 og S Er 90 In 100 In Rectangular Loading 8 7rep/Tdang, Rectangular Loading loading a s5 ciaa a Trap/Tdang. Loading ag 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 151.5 105,8 97.3 76.8 44.2 435 524 663- 612 701 745 789 878 _ 937 967 1144 1098 877 632 716 504 170.0 744 170.0 850 170.0 170.0 478 584 170.0 170.0 992 170.0 1 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 630 170.0 1133 170.0 170.0 -898 170.0 956 170.0 1083 170.0 1116 170.0 1169 170.0 1275 170.0 _1346- 170.0 1381 149.1 1398 122.9 86.3 79.5 1229 971 919 62.9 786 36.4 546 170.0 170.0 170.0 170.0 170.0 170.0 -170.0 170.0 156.0 127.8 89.0 81.9 64.5 37.0 631 691 797 850 903 1009 _1080 1116 1219 1079 862 819 705 498 170.0 170.0 -1 170.0 170.0 170.0 170;0 -170.0 170.0 127.8 105.3 74.0 68.1 53.9 31.2 1046 1116 1240 1302 1364 1488 -1570 1611 1398 170.0 170.0 170.0 170.0 170.0 170.0 -170.0- 170.0 138.0 754 878 940 1002 1126 -1209 1250 1198 170.0 •.o 170.1 170.0 170.0 170.0 -170.0- 170.0 111.8 1195 1642 1398 170.0 170.0 170.0 170.0 170.0 170.0 170.0 121.3 661 723- 803 944 1015 1086 1322 1369 1179 170.0 170.0 170.0 170.0 170.0 170.0 170.0 5.1- 152. 99.4 1275 1345 1434 1594 1673 1753 1913 -1960- 1861 13 170.0 170.0 170.0 170.0 170.0 170.0 170.0 -170.0 170.0 110.2 677 170.0 747 170.0 837 170.0 996 170.0 1076 170.0 1155 170.0 1315 170.0 -1421- -148.6 1474 137.4 1162 89.5 1417 170.0 1494 1594 1771 1859 1948 2125 -1960- 1881 1398 170.0 170.0 170.0 170.0 170.0 170.0 170.0 183.1 101.8 521 680 756 856 1033 1122 1210 1387 -1505 1229 971 919 786 548 111.2 77.2 70,9 55.8 31.9 1061 849 806 695 491 92. 1229 98.9 1044 81.9 1229 1029 73.7 1229 82.4 64.7 59. 47.2 27.3 971 919 786 546 88.4 62.9 49.4 28.2 837 794 686 485 57.5 53.0 971 919 61.8 56.7 41.9 24.3 786 548 44,4 25.3 51.8 784 7.7 677 37. 479 21.8 971 919 786 58,5 51.8 40.5 22.9 1500 1147 1016 815 774 668 474 120 In Rectangular Loading 8 ssg 170.0 170.0 170.0 170.0 170.0 170.0 170.0 145.6 123.8 114.5 0 1488 1700 1793 1913 2125 2231 2338 2184 -1960 1861 140 In 160 in TreplTrlang. Rectangular Trap/Trlang. Rectangular Trap/Mang. Loading Loading Loading Loading Loading m 8 J 170.0 170.0 170.0 170.0 170.0 680 756 861 1083 1169 a 170.0 170.0 170.0 170.0 170.0 166.7 gg la ft g Q 1735 1983 2092 2231 2479 2553 170.0 170.0 170.0 170.0 170.0 170.0 521 170.0 680 170.0 756 170.0 861 170.0 1063 160.8 1171 145.9 1983 2267 2391 2550 2880 2553 170.0 521 170.0 680 170.0 756 170.0 861 170.0 108 170.0 71 • • • • . •• • 170.0 170.0 161.6 147.3 1275 1488 1548 1473 151.9 124.8 106.1 98.2 74.5 61.4 43.1 39.7 1398 1229 971 919 89.8 72.2 49.0 44.8 1122 993 796 758 63.9 52.7 37.0 2437 2184 1960 1881 1398 1229 170.0 170.0 -154,0 139.6 82.7 9 44.0 919 40.2 1286 132.9 1529 109.2 1535- 78 1535 - 145 85.9 105 55.9 977 46.1 782 32.4 742 29.8 1661 �.0 1286 170.0 1530 152.7 -1531- 137.6 1454 Ell Wig 11.1 gA 0 co • •••• • • •••• 1398 1229 971 919 78.9 1096 62.1 987 40.8 771 37.1 732 • • •• • • • • • • • • • • • • •• • a.. 31.5 18.2 786 34.9 548 19.5 65, 464 27.0 15.6 786 546 31.0 17.2 Anchor Capacity Table fibs) AnchorCllpPettema Substrate: 2.7k Concrete 3.5k Ccnc. Hallow CMU I -... U PT Wood Metal AncharType: 3116- Elco UOracan 1/4'EkoUllydcon 5116' Elco1/4" Ullracon 3116"Elco Ultracon V4'EkaUltracon SS Eko AggreGdor 5118" Elco- Urirdc.. • a Elco Agg - t _i #10 Steel Screw (G5) N12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance 8na 1" 2-1/2" 1' 2-1!7' 3-1/8' 1' 2-112' V 2-1/r r r 0.48• 0.54" 0.324' Ember nentpn) 13/4" 1314" 13!4" 1314" 2" 1-114' 1-1/4" 1-114" 1-114' 1-114' 1-1/4' 2' :• 13+8" varies 2 Anchors @ 4.75' Mln. O.C. ! Stanctax orOOset Clip (Fig 182): 390 lbs 390 lbs 450 lbs EGO Its 1644 Its 2701bs 280 lbs 354 lbs 7401bs 3741' - 6641bs r. 946 Its 341 - 442 Obs 560 lbs 4 Anchors ® 2.68' Mln. O.C. I S1andard (or Offset) Clip (F1g. 3) 740 lbs 740 IDs630 lbs 1485 Its 1424 lbs NIA 560 Its NIA 895 Ibs - A 88D lbs N/A 662 lbs :65 lbs 1120 1b 6 Anchors @ 1.71' Mir. O.C. ! Standard (cc Offset) Clip (Fig 4): 8851bs 050 758 lbs 1946 Its NIA NIA 7051bs NIA 799 lbs N/A WA WA 1022Ibs 13 .� • • 1680 lbs 4 Anchors ®3" Min. O.C. / (2) 2x5 Angle Clips / fig. 5). 780 lbs 7 680 lbs 1560 Its 11366 lbs Ibs) 560 lbs N/A 760 _• 748 lbs 680 Its 1892 Its 6821bs 885 '. • 1120 Its 6Ant hors § 3" Mln. O.C. / (2) 215 Angle Clips! (Fig. 4 1170 lbs 1170Its 1020 lbs 2340lbs 2844 lbs 81b1bs 84011 s N/A •,/ Its 11221bs 13201bs 2838 lbs 10221bs 1327 its 680 lbs 3Anchors ® 1.34' Mln. O.C. Ili -Clip, Into .125' Alum_ (Fig 7X NIA WA NIA N/A NIA N/A WA NIA N/A N/A WA NIA N/A WA ca11a : 21 . • - 6 Anchors ® 0.64• Min- O.C. I U-0Ilp, Into .125' Alum. (Fig. 4 NIA WA N/A WA NIA N/A WA WA N/A WA WA N/A WA 2 Anchors @ 268" Mln. O.Cl F.CIIp (Flg 9): 370 Its 370 lbs 315 lbs 743 Its 712 lbs NIA 260 lbs N/A 348Ibs N/A 440 lbs WA 341 lbs 442 lbs 560 It14 3Anchors ®1.71' Min. O_C./ F.Cllp (Ag. 10): 443 Ms 525 lbs 379 Ibs j 973 Its N/A NIA 3531.; NIA 399 lbs N/A _ WA WA 511 lbs 664 1g 6401gs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDA FIGURE 1: • FIGURE 5: • • L FIGURE 2: • • • FIGURE 3: • • • • FIGURE 6: • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10. • • •• •• • -0 • FIGURE 4: • • • • • • NGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: LIP CM CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 641 23.6 786 28.4 631 455 13.7 646 15.5 448 ANCHOR CAPACITY ADJUSTMENT FORMULA: x (ANCHOR CAP.°,p,,,,,,,` ' ANCHOR CAP.,", MULLION CAP. F,O,,TAKE 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 S T 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GEN L INSTALLATION METHODS. 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 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL; 18-8 S.S. OR 410 S.S. - - - 250° 2.000"----- 1(8 CO cc 0 • • .04 1 a hi D7 .13• 053 0 Itppreved u complying with Oa Date NI Floritl)ctii/C) NOAN • 1 2044. • TE OF TABLE 13A Mullion Capacity Table (IbsHt ) _ 2 x Alum. Mullion Substrate: Opening Width (for vertically -sparring mullions) or Opening Height (for horizontally -sparring mullions) 3.5k Cone. 50 in 80 In Trap/Tiiang_ Loading 70 Rectangular -, Loafing In Trap/Meng. Loading 801n Rectangular ' Loafing TrapTTileng. 1 Loadmg 90 Rectangular Loading in TraptTrlang. Loading 100 Rectanguiar_t Loafing in Trep/Tiiang. Loading 120 Rectangular Loading in Trap/Tilting. , Loading 140 Rectangular ' Loading . In Trap/Trleng. Lowing 160 Rectangular - Loading In Trap!Tdang. Loafing 6 x .26 Tube Rectangular . Loading Tr_ap!Trieng. Loading Rectangu Loading a U O _g ,yp� Anchor Capacity Required abs) V,�ry+ ` F Anchor Capacity Required abs) aap a O 5 r= Anchor Capacity Required abs) Mullion Capacity , (Ibslft2) Anchor Cap Required fi = '�s� hor Capacity equired fibs) �qa CC7(y O F g 2 v. Anchor Capacity Required abs) Mullion Capadty fibs/ft2) UG ; 11 Mullion Capacity fibs/ft2) Anchor Capacity Required fibs) Muton Capacity (lbs/ft2) g V-0 ZQ 6 Mullion Capacity (lbs/112)J Anchor Capacity Required abs) Mullion Obsilt2) Anchor Capacity Required (lbs) z: Na CJ 5g >= ' Anchor Capacity Required (ms) Mullion Capacity (bs/ft2) Anchor Capacity Required fibs) n U 5g e Anchor Capacity] Required (Ibs) Mullion Capacity (bslft2) Anchor Capacity Required Obs) Mullion Capacity abs/112) Anchor Capacity Required Obs) CO U . Anchor Capacity Required (lbs) I! Mullion Capacity Obslft2) Anchor Capadty Required Obs) 741 . - 421n 170.0 820 170.0 435 17o.o 744 170.0 478 170.0 868 Al" -' 506 170.0 , 992 L 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 In 170.0 708 170.0 , 524 170.0 850 170.0 584 170.0 992 170.0 A . 170.0 1133 170.0 661 170.0 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 50.6251n 170.0 747 170.0 583' 170.0 896 170.0 631 170.0 '1046 170.0 684 70.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2002 170.0 756 170.0 2391 170.0 7 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754Lin 1275 170.0 803 170.0 1434 ' 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 881 170.0 2550 170.'. 861 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 170.0 944 170.0 1594 170.0 998 170.0 1771 170.0 1033 170.0 A 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2833 0.0 1063 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 ' 0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 •. 5 170.0 1171 68 In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 !; i 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 -.. 3117 170.0 1286 1 Mull Lens 721n 170.0 1083 170.0 678 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 122: , 70.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 i - 170.0 3400 170.0 1530 76 In 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 171: 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170 1694 170.0 3589 170.0 1705 78 In 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 I 1369 170.0 1' 170.0 1474 170.0 2302 170.0 1584 : 170.0 2763 170.0 1700 170.0 3+ 70.0 1777 170.0 3883 170,0 1796 90 in 170.0 1328 170.0 1144 170.0 1594 170.0 '1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 ' 0 1793 170.0 2858 170.0 1918 170.0 3188 170.0 2125 156.0 • 13 170.0 2273 138.5 3413 170.0 2381 96 In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 ' ;52 170.0 2833 170.0 2095 180.0 3199 170.0 2338 .1 3199 168.6 2470 120.0 3199 158.1 2428 108 In 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 227 48.3 2781 161.9 2333 123.6 2781 140.4 105.9 2781 125.9 2234 92.7 2781 116.0 2190 111 In 170.0 1638) 170.0 1454 170.0 1966 170.0 1700 1 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.6 2832 162.3 2245 1 •.= 2832 148.4 2216 113.8 2832 1 • 2186 97,6 2632 115.1 2126 85.4 2832 106.3 2096 120 In 170.0 1771 170.0 1588 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1984 120.1 2252 127.2 1938 108.1 2 116.1 .1915 90.1 22 99.8 1872 77.2 2252 88.9 1838 67.6 2252 81.4 1808 1441n 1 125.1 1 1584 f_ -,k 126.6 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 69.5 1564 72.3 1373 62.8 1564 1358 52. 564 58.0 1330 44.7 1564 49.2 1305 39.1 1584 44.4 1283 TABLE 13B Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU F U PT Wood Metal AnchorT Type: 3/16" Eloo Ultracon 1/4' Elco Ultrecon , 5/16" Elco U1Uecon 3116' Eico UlUacon 1/4" Elco Ultracon 1/4' SS E Aggc .. • 16" Elco Ulirecon 1/4" SS • , AggreGator #10 Steel crew (G5) #12 Steel Screw (G5) #12 Steel Screw(G5) Edge Distance (in): 1" -' 2-112' 1" 2-1/2' 3.1/0" 1' 2-1/2' 1" 2-112' 3.1/8" 2" 0.54' 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1.114" 1.1/4' 1-1/4" 1-114" 14/4" 2" 1.3/ " 13/8' varies 2 Anchors ® 4.76' Min. O.C. / Standard or Offset Clip (Fig. 182): 390 lbs 390 lbs 450 lbs 890 lbs 1644 lbs 270 lbs 280 lbs 354 the 741 . - 374 lbs 664 lbs 946 lbs 341 lbs 42 lbs ` 560 lbs 4 Anchors @ 4.68" Min. O.C. / Standard (of Offset) Clip (Fig. 3): 760 lbs 780 Ibs 900 lbs 1780 lbs 3232 lbs 540 lbs 560 lbs 708 lbs . s lbs 748 lbs 1272 Ibs 1892 lbs 882 lbs - 1120 lbs 8 Anchors @ 1.71" Mln. O.C. / Standard (or Offset) Gip (Fig. 4): 1180 lbs 1400 lbs 1010 lbs 2595 lbs NIA N/A 9401bs N/A 1065 lbs N/A N/A N/A 13831bs 1770 I. 2240 lbs 4 Anchors © 3' Min. O.C. / (2) 2x5 Angle Clips l (Fig. 5): 7801bs 780 lbs 680 lbs 1560 lbs 1896 ibs 5401bs 560 lbs 760 lbs 748 lbs 880 lbs 1892 lbs 682 lbs 885 lbs 120 lbs 8 Anchors @ 3' Min. O.C. / (2) 2x5 Angie Clips / (Fig. 6): 1560lbs 1560 lbs 1360 lbs 31201bs 3792 lbs 1080lbs 1120 lbs WA 15201bs 1496 lbs 1780 lbs 37841bs 1363 lbs 17701bs bs i2 Anchors @ 1.5' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 7): 16601bs 2100 lbs 14101bs 3780 lbs WA N/A 1320 - . N/A 1500 lbs N/A N/A NIA 20451bs 2654 lbs 3360 Ib- 4 Anchors @ 1.34' Min. O.C. l U -Clip, Into .125" Alum. (Fig. 8): N/A N/A N/A N/A N/A N/A `+A WA N/A NIA N/A N/A N/A NIA 1430 lbs 8 Anchors @ 0.64' Min. O.C. / U.CIip, Into .125" Alum. (Fig. 9): N/A WA WA N/A N/A NIA N/A WA N/A N/A WA NIA N/A N/A 2861 lbs 2 Anchors @ 4.68" Min. O.CJ F -Clip (Fig. 10): 3901bs 3901bs 4501bs 890 lbs 16161bs 27' • 280 lbs 354 lbs 740 lbs 374 lbs 6361bs 9461bs 341 lbs 442 lbs 560 lbs 4 Anchors ©1.71" Min. O.CJ F -Clip (FIg. 11): 590 lbs 7001bs 5051bs 1298 lbs N/A A 470 lbs N/A 533 lbs N/A N/A WA 882 lbs 885 lbs 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A FIGURE 1: • FIGURE 5: 1 • FIGURE 2: • • • • FIGURE 3: • • • • FIGURE 4: FIGURE 8: FIG I t I FIGURE 6: FIGURE 7 111 r 4AVit • • • • • • E STANDARD CLIP. TABLE NOTES: 9: FIGURE 10: FIGURE 11: • • • • • • • • 1 ANGLE CLIP (FIGURES 5 - 7) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS) 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. .250" 12.000"�i 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • •• • 6.000" • •••• • • •••• • • •• •• • • • • • • • • • • •• • Z 0 J J W • •24• • "a' 1; ,• J. U • • •Q • **W - e a• 1•U) • •J •Q- •J J "•O Q�Q N _ '6 • L() N O O M 11. 0 • z• C • • • Z o • (0 • • 0 y ••• • • • •A•• t• • Z 6. • N m0 • • • Approved as complying with tts. Florid BnidinPP�� C Dater 1 NOM/ 611awI Dade Product C DY -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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY -BE STEEL, -18-8 S.S. OR 410 S.S.- 2" X 6" X .25" MULLION - 1lt11Il/r/ f \ • GNB LYNN tij�l'%,' • \,ci=res �� No 58705 FCOR1O!' .'' �\�� A_ . LYNN MILLER,-P.E. FL P.E.# 56705 TABLE 14A 1.26" x 2.11" x .126" Alum Tube Mull 501n Rectangular Loading n TraplTiiarg Loading Rectangular Loading riang. L Mullion Capacity Table (Ibslft2) Opening Width (for vertically -sparring mullions) or Opening Height (for I riiontally-spartrling mullions) 701n �TrapfTdang. Loading Rectangular Loading 80 in 90 In Rectangular Loading -TraprTdarg. - Loading Rectangular Loading 8. ag 8. a a 11 li 0 a 0g TraplTriang. Loading 100 In Rectangular Loading TraprTriang. Loading 120 in Rectangular - Loading 1 11 42 In 48 in 50.625 In 144.2 96.6 82.3 526 403 362 167.0 108.0 91.0 428 120.2 333 80.5 301 68.6 528 148.9 419 526 138. 414 90.1 526 134.6 411 80.1 526 134.1 403 362 94.7 325 69.0 403 79.3 294 58.8 362 86.4 71.9 60.4 403 81.4 317 289 362 67.2 J 2 54 In 60 In 67.8 49.5 318 258 74.1 267 56.5 318 64.2 261 48.5 318 53.1 219 41.2 258 63 In 42.7 234 45.8 200 35.6 234 45.7 39.1 214 35.3 258 57.7 256 42.4 18 53.5 286 253 53.7 45.7 403 79.1 362 64.6 37.7 318 -50.e 411 315 284 250 0 1 8. 721 528 134.1 48.3 403 78.6 41.2 362 83.6 33.9 318 49.5 411 314 283 249 60.1 40.3 34.3 28.3 a- 528 403 362 318 Trap+Triang. Loading 140 In Rectangular Loading Trap/Tdang. Loading 160 in Rectangular Loading Traprrriang. Loading 134.1 78.6 63.5 49.1 411 314 283- 248 83- 248 40.7 210 30.9 258 37.2 207 27.5 258 66 In 37.2 213 39.4 183 31.0 213 33.7 195 179 30.5 26.5 234 34.7 192 28.7 234 3. 189 23.7 234 34.9 29.4 213 29.8 176 23.2 213 27.0 20.6 213 72 In 76 In 78 In 28.6 24.3 179 161 30.1 25.4 155 23.9 179 25.6 22.5 152 23.5 140 20.3 133 18.8 161 21.6 152 20.4 137 r 17.4 179 161 22.5 149 17.9 179 203 147 9 179 25.1 18.7 19.0 135 15.2 161 17.0 133 152 19.9 131 152 17.5 128 204 186 170 145 24.7 258 33.4 21.4 234 28.0 18.6 213 23.7 203 184 169 20.6 17.8 15.5 258 234 213 32.2 28.6 22.2 51.5 34.5 _294_ 24.2 528 403 362- 318 134.1 78.6 411 314 45.1 30.2 2.2 a- 1 526 403 It 134.1 78.6 411 4 63.5 49.1 -283- 248 25.7 21.2 49.1 283 248 201 183 17.7 15.3 258 234 32.2 28.5 201 1 15 13.4 258 234 32.2 20.5 201 183 • • • • • •• • 167 13.3 213 22.0 66 11.6 213 22.0 166 TABLE 1413 AnchorCapeclty Table (lbs) ' Substrate: 2.7a Concrete 3.5k Care. Hollow CM FIlledCMU T Wood Metal AnehorCllp Patterns Anchor typeEko 3116' Ultrdcon 114" Elco Ultracon 5/16" EkoElm4' ueracan_ 3116"EkoUllracon 114" EUltracon SS Eko `• -1a 5116" Eko Ultracon 114- SS Ek AggeG- .' 10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (65) Edge Olslance (InX 1" 2-1/2' 1" 2-112' 3-118" 1" 2-1/2' 1' 242' 3-1/8' 0.48' 0.54' 0.324" Embednenl MX 1-3/4" 1-3/4" 1.314" 1.314" 2' 1.1/4' 1-114" 1-1/4' 1-1/4' 1 1-1/4' 1-114' 2' 1318' 13/8' varies 4 Anchors a 3' Min. O.C.1(2) 2x5Angle Clips 1(Fig 1X 780It 790 Ibs _ 680Ibs _ 1550 lbs 1896 lbs 540 ass 560 lbs N/A 760 IDs 748 lbs --.1 L. - 1892 Its 682 Ins 885 Ibs 14301bs FIGURE 1: • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 ' • R INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LO SEE SHEET - -4 FOR GENERAL INSTALLATION METHODS. 2) LI R INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ANCHOR CAP.,",,,,, ) -ANCHOR CAP.„,,, MULLION CAP.,,,,,,T„„„ 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. f--1.266"---1 .125" 1,26"X2.11"X.125"Mr, .ION (INTEGRAL FIN MULLIO • •••• • • •••• t kRzl t2 • • • • • • • • •• •• • • • • • • • • • • •• • • • • • co z 0 ' iv is? •.z • a • J • J CY ••a •r 7,1 • •.•X 'co 0 _ •1 F• a N lop mm r,, Oo O 41 ••• • • • z° •1k•• •gyp•• • • '- •••r• Z.:iA en 8 • • Er. OC• • • • 1 Approved as complying with tb. Florid Buldin C e Dale it, •_ s j NOAN jrir-zi W' slash Dade Product D?' ,111111,/l, .,1 1YNN 1Li",, . NO. -58705- . - 5, .-0 .� g T L V 7 f�.- �� 5 rACE OF •�_l %riff. ' -. r=C012unP.• Ca��;. 8/c)NAk.• A LYNN MILLE)2, P.E. FL P.E.# 58705 TABLE 15A Mullion Capacity Table (IbsIR2) 3.26" DEG. BAY Substrate: Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 3.5k Conc. 50 In 60 In 70 In 80 In 90 In 100 In 120 In 140 In 160 In 30 Rectangul Loading Trap1Tdang. oaring Rectangular Loafing Traprrrlang. Loafing Rectangular Loading TraplTrlang. Loading Rectangular Loafing Trap/Tdang- Loafing Rectangular Loading Trep/Tdeng• ' Loafing Rectangular Loafing Trap/Mang. Loading Rectangular Loafing Trap/Tdang. Loafing Rectangular Lowing Trap/Tdeng. Loafing Rectangular Loafing TraplTdang. Loafing AL• MULL Mullion Capacity (Ibs/ft2) Anchor Capacity Required Ohs) • U0. �� Anchor Cape ' Required (lb •u "A. a _ , a. -- � r(Mullion Capacity Iba/ft2) a .. 8E U Anchor Capacity Required Obs) Mullion Capacity Anchor Capacity Required Obs) �At t) Anchor Capacity Required Obs) Mullion Capacity Qbs1112) [Anchor Capacity equired (Ibs) Mullion Capacity Qom) Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/ft2) r hon Capacity Required (Ibs) Mullion Capacity (lbs/f2) v� ., 3-2 il 3 o 1 .. U-, 2 1 3 a IS Anchor Capacity Required (lbs) 11 Mullion Capacity (Ibs/ft2) - cid Mullion Capacity (lbslft2) Anchor Capacity Required (Ibs) Mullion Capacity (lbs/ft2) a. c .. al 8� Mullion Capacity (lbs/f12) Anchor Capacity Required (lbs) Mullion Capacity (lbs/ft2) I „ U$ x� Mull Length 421n 170.0 ( 620 170.0 435 170.0 744 1 `• " 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 , 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 ." i.0 521 48 in 170.0 708 170.0 524 170.0 _850 _ 170.0 • - 170.0- 992 170.0 630 ,. 170.0 11331 170.0 661 - 170.0. 1276 170.0 677 _ 170.0 1417. 170.0 660 .152.2 1522 170.0 _680 130.5 _ 1622 170.0 680_ 114.2 ' ? 170.0 680 _ 50.625In J 170.0 747 170.0 563 170.0 896 170.0 631 ' 0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 758 136.9 1443 170.0 756 117.3 1443 170.0 756 'z:• 1443 170.0 758 54In 170.0 797 1 170.0 612 170.0 956 170.0 691 170.0 16 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 •• 90.2 1353 170.0 861 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 187.0 121 70.0 878 148.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 1 •. 913 73.1 1218 146.1 913 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168. . 933 131.4 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 128.7 871 75.1 11 ' 126.2 870 65.7 1150 126.2 870 68 in 170.0 974 170.0 789 152.4 1048 165.8 881 130.6 1048 148.6 . - 114.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 118.6 830 78.2 1045 109.4 821 65.3 048 108.2 818 57.1 1048 108.2 818 72 In 140.8 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 880 100.0 722 78.2 880 92.0 712 70.4 880 88.2 703 58.7 880 79.2 693 , .'..3 880 76.5 688 44.0 880 76.4 688 76 In 119.7 790 125.1 690 99.8 790 106.4 678 65.5 790 93.3 683 74.8 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 4 42.8 790 62.1 619 37.4 790 61.5 617 78 In 110.8 750 115.5 657 92.3 750 98.1 844 79.1 750 85.9 632 69.2 750 .1 621 61.6 750 70.8 612 55.4 750 65.7 605 46.2 750 594 39.6 750 56.2 588 34.6 760 55.5 586 90 In 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 75 40.1 563 44.4 468 361 583 40.9 462 30.0 38.2 452 25.8 563 33.3 445 22.5 563 31.8 442 96 in 59.4 495 81.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 2 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 108 in 41.7 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.6 337 23. 391 24.9 333 20.9 391 22.8 3 17.4 391 19.7 321 14.9 391 17.8 316 111 In 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 22.8 316 19.2 370 20. • 312 16.0 370 18.1 305 120 in 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 273 144 In 17.6 220 17.8 203 TABLE 15B Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hol CMU Filled CMU PT Wood Metal Anchor Type: 3116" Elco Ultrecon 114' Elco Uriracon 5/16" Elco114" Ullracon 3/16" Elco Ultracon Elco Ullracon SS Moo AggreGator 16" Elco 1' on 114' SS Elco AggreGator #10 Steel, Screw (G5) #12 Steel Screw (05) #12 Steel Screw (G5) Edge Distance (in): 1" 2.1/2' 1" 2-112' 3-118" 1" 2-1 " 1' 2-1n• 2" 3.1r:` 2" 0.48• 0.54" 0.324" Embedment (in): 1.3/4" 1-3/4" 1-314" 1-314" 2" 1-114' 4" 1-114" 1-114" 1-114" 1.1/4' 2" 1.3/8" 1-318" pedes 2 Anchors @ 5' Min. O.C.1(2) 2x5 Angle Clips / (Fig. 1): 390 lbs 390 lbs 450 Ibs 690 Ibs 1700 lbs 270 lbs 280 lbs 354 lbs 740 lbs 374 lbs 720 Ibs 9 • - 341 lbs 442 Ibe 560 lbs 4 Anchors @ 3.5" Min. O.C.1(2) 2x5 Angle Clips / (Fig. 2): 780 lbs 780 lbs 790 lbs 1670 lbs 2525 tbs 54 580 lbs N/A 1120 lbs 748 lbs 880 lbs 1892 1 • 682 lbs 885 lbs 1120 lbs 6 Anchors @ 2.71" Mln. O.C. f (2) 2x5 Angle Clips I (Fig. 3): 1120 lbs 1120 lbs 958 !be 2246 lbs 2254 lbs A 8401bs NIA 1059 lbs NIA 13201bs N/A '221bs 1327 lbs 1880 lbs FIGURE 1: • FIGURE 2: • • FIGURE 3: 1 • TABLE NOTE 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. 1) SE = EET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. S HEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 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 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. .125" 3.250" 30° BAY MULLION • • • • •• • •••• • • •••• • • •• •• • • • • • • • • • • •• • • • • • • • • 14 • co U ;W .Q- U7 • J J •� :Q LLI •W •� •W 0 o•s z • •4 ;• 14 0 •. 03 0 ••• • • • s.•• n•• IE h •1 Z io •1 lrs r • is ig • bp N •-"i • Z • m • Approved as tornplying wIlh tb. Florid: Bnidin C Dale NOM/ Milan Dade Prod \`\oiy 111111///7/ YN' 1J , t• Mo. 513705 • -- q\ .. rt. oR102 • '• A! igi4R MItLE P.E. FL Kti.#'68705 (r 14 t/U EOF TABLE 16A 3. DI BA Mullion Capacity Table (Ibelf`) TABLE 16B Anchor Clip Patterns Substrate: Anchor Type: 2.7k Concrete 3/16' Elco Ultracon Anchor Capacity Table (Ib 3.5k Conc. 1/4" Elco UlUacon 5/18" Elco Ultracon Edge Distance (In): Embedment (In): 2 Anchors @ 5" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 1): 4 Anchors a 3.5' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 2): 6 Anchors @ 2.71" Min. O.C. / (2) 2x5 Angle Clips / (FIg. 3): FIGURE 1: • FIGURE 2: • • FIGURE • • • .1 • • • • • 1" 1-3/4" 390 lbs 780 lbs 1120 lbs 2-1f2" 1-3/4" 390 lbs 780 lbs 1120 Ibs ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 1" 1-3/4" 450 tbs 790 lbs 958 lbs 2-112" 1-3/4" 3-1/8" 31 . Elco U[trecon 890 tbs 1670 lbs 00 lbs 2525 lbs 2254 lbs Hollow CMU 1/4" Elco Ultracon 1/4" SS Elco AggreGator Fared CMU PT Wood 5/1: co 1/4' SS Elco 410 Steel Ultraco AggreGator Screw (G5) 412 Steel Screw (G5) Metal 412 Sleet Screw (G5) 1" 1-1/4" 270 lbs 540 lbs N/A 2-1/2" 1-1/4" 280 lbs 560 lbs 840 tbs 1" 1-1/4" 354 lbs N/A 2-112" 1-1/4" 740 lbs 11201bs WA 1059 lbs 2" 1.1/4" 3741bs 748 lbs N/A 3-1/8" 2' 0.48' 1.1/4" 1318" 7201bs 946. 341 lbs 880 lbs 18921bs :2 lbs 13201bs N/A 0.54" 1-3/8" 442 lbs 885 lbs 1327 lbs 0.324' %eries 560 lbs 1120 lbs 16801bs 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. 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: {DPK°) X (ANCHOR CAP.,,°,,,,,) = 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. .125" 1r • • 45° BAY ,V MULLION 3.250" • • • • • •• • • • •••• • • • • •••• • • • •• •• • • • • • • • • • • •• • • • • • N Z 0 J W m 1 ▪ z • •' • •Z :18:1 2 •(. J _ • Q• • ••a •m U, w • •LU Qom• dam' W 4 2 •P F a • �N L O O M r-- • :3 0 • N- ' • •-• •Glb CsiN o5 0 • • CC • • P 8 • • Z I••• 0 .co '0 • • +►pproved as complying with for Florid Botdin • C • • e Date NOAH M ami Dade Product RV, • co `\1tlII111 -k • No. 5870`+ 0 v sg (b "S\ Li zE ot- 2.1LYNN1:1ILLER, P.E. - FL P.E.# 58705- 80 In 70 In upening riralrr fru von] l.clly'apai M •I y UIIJII /1 w./ WI Vr1EII111U I IY.ir 80 in 00 In n• v.,. . woo .a -v. 100 wa.n, vr....... in q ...•••••••• ••••, 120 In 140 In g M Capacity xi iv Qbs%'' Anchor • .acity m V Required) $ o /Mu11iioonn Capa«. 5 4 Anchor Capacity Required Ctrs) 50 In '- 'octangular r dng . - 113" .1 13.=, W v W v U 9 U V V ?_ G IIF LC, O .[y] re 1 Trap/Tdang. Loading a • ... O.� VA (.7 9 O A Rectangular Loading Z' i3 O. N U il Z- � .-. 6� W v (.i C O g8O 1$�Q Trap/Triang. Losing � 6 W U ? W r, O. Q �.% � Com, a Rectangular Loadng .' G W (i = 2: � � Alq G U� 58 6 1 Trap/Triang. Loading 6 W U 1 1 Rectangular Loading . bay n W G !p U V 6 A Octl_ is a .. a� W rr U . 01 . Q Trap/Triang. Loving ti WQ W U O i ., 6 `d (y� q G t� � 8 �3TC Rectangular Lowing . W U L is - Iy G,yq� 1p G V k. -A "i i Trap/Triang. Loafing � Wp, W U_ gja�t '2 G t .. Ip a /p f U� C8, 2 Q¢ Rectangular Loading i' S lq U 4 V G 3 ., iL° W - U 'O Trap/Tdang. Loading & W a W U1111 � r. 07 7+ i U qE 8. 4 Rectangular Loading c �y U C g ;it, I -, 1q a Ep G U 8 m d' Trap/Triang. Loafing - (gyp n W UC O +yg��.L1 11 -, 0. q C.7 Q ,. Rectangular Trap/Triang. !6" 46 Loading Loading IG. AL i. . z co (MULL q� {QpQ W.0 �¢q IA, ()may+ U V 5 �.�r�]j,}. 42 In 170.0 620 170.0 435 170.0 744 170.0 478 ' 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170 -481n 170.0 708- 170.0 -524 - 170.0 850 170.0 : 584 - -170.0 170.0 630 170.0 _1133 170.0 _681 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1637 0.0 122.8 1637 170.0 680 50.625 in 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1046 70.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 52 170.0 110.4 1552 170.0 758 612 170.0 956 170.0 691 170.0 1118 170.. 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 1455 170.0 97.0 1455 170.0 881 54 in 170.0 797 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 ,- 1309 157.1 78.6 1309 157.1 982 60 In 170.0 885 170-0 83 In 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 ' 1247 164.5 983 126.7 1247 152.6 985 114.0 1247 144.3 • ' 1247 938 81.4 1247 135.7 935 71.3 1247 135.7 935 769 170.0 1169 877 134.7 1010 170.0 903 148.4 1190 163.7 965 129.9 90 147.9 945 115.4 1190 138.5 928 103.9 1190 128.4 11 119.5 898 74.2 1190 118.1 893 64.9 1190 118.1 893 68 in 170.0 974 170.0 72 In 161.6 1010 169.6 144.6 859 115.4 1010 127.2 842 101.0 ' � 14.7 828 69.8 1010 105.6 817 80.6 1010 98.9 ' 010 90.8 795 57.7 1010 87.8 790 50.5 1010 87.7 789 122.0 775 98.1 908 107.1 761 65.9 =' : 98.. 749 76.3 906 88.2. 738 88.7 906 82.3 906 74.7 716 49.1 908 71.2 710 42.9 906 70.6 708 78 In 137.4 906 143.6 792 114.5 906 78 in 127.1 861 132.5 754 105.9 861 112.5 738 90.6 861 98.6 725 79.4 88.5 70.8 881 81.0 703 63.6 861 75.4 1 661 88.1 681 45.4 881 84.5 675 39.7 861 63.7 672 90 In 82.7 646 85.4 574 68.9 646 72.1 564 59.1 646 62.9 554 51.7 58.1 0 646 50.9 537 41.4 648 ' ' 648 41.5 519 29.5 646 38.2 511 25.9 646 38.5 507 508 56.8 588 59.1 499 48.7 588 51.4 491 42.8 45.8. • 41.4 478 34.1 ' 568 33.4 459 24.3 568 30.5 452 21.3 568 28.7 447 96 in 68.2 588 70.1 1081n 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.8 • - 449 28.1 377 20.0 449 22.7 368 17.1 449 20.4 361 15.0 449 18.9 356 111 In 44.1 425 45.0 385 38.8 425 331 29.1 364 37.9 29.8 379 326 31.5 425 384 32.8 373 27.6 425 29.1 387 24.6` ' 425 24.0 358 18.4 425 20.7 350 15.8 425 18.8 343 25.8 321 21.8 364 22.8 317 19.4 ' 384 18.7 309 120ln 34.9 384 35.5 1441n 20.2 253 20.4 233 16.8 253 17.1 230 TABLE 16B Anchor Clip Patterns Substrate: Anchor Type: 2.7k Concrete 3/16' Elco Ultracon Anchor Capacity Table (Ib 3.5k Conc. 1/4" Elco UlUacon 5/18" Elco Ultracon Edge Distance (In): Embedment (In): 2 Anchors @ 5" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 1): 4 Anchors a 3.5' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 2): 6 Anchors @ 2.71" Min. O.C. / (2) 2x5 Angle Clips / (FIg. 3): FIGURE 1: • FIGURE 2: • • FIGURE • • • .1 • • • • • 1" 1-3/4" 390 lbs 780 lbs 1120 lbs 2-1f2" 1-3/4" 390 lbs 780 lbs 1120 Ibs ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 1" 1-3/4" 450 tbs 790 lbs 958 lbs 2-112" 1-3/4" 3-1/8" 31 . Elco U[trecon 890 tbs 1670 lbs 00 lbs 2525 lbs 2254 lbs Hollow CMU 1/4" Elco Ultracon 1/4" SS Elco AggreGator Fared CMU PT Wood 5/1: co 1/4' SS Elco 410 Steel Ultraco AggreGator Screw (G5) 412 Steel Screw (G5) Metal 412 Sleet Screw (G5) 1" 1-1/4" 270 lbs 540 lbs N/A 2-1/2" 1-1/4" 280 lbs 560 lbs 840 tbs 1" 1-1/4" 354 lbs N/A 2-112" 1-1/4" 740 lbs 11201bs WA 1059 lbs 2" 1.1/4" 3741bs 748 lbs N/A 3-1/8" 2' 0.48' 1.1/4" 1318" 7201bs 946. 341 lbs 880 lbs 18921bs :2 lbs 13201bs N/A 0.54" 1-3/8" 442 lbs 885 lbs 1327 lbs 0.324' %eries 560 lbs 1120 lbs 16801bs 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. 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 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 BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: {DPK°) X (ANCHOR CAP.,,°,,,,,) = 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. .125" 1r • • 45° BAY ,V MULLION 3.250" • • • • • •• • • • •••• • • • • •••• • • • •• •• • • • • • • • • • • •• • • • • • N Z 0 J W m 1 ▪ z • •' • •Z :18:1 2 •(. J _ • Q• • ••a •m U, w • •LU Qom• dam' W 4 2 •P F a • �N L O O M r-- • :3 0 • N- ' • •-• •Glb CsiN o5 0 • • CC • • P 8 • • Z I••• 0 .co '0 • • +►pproved as complying with for Florid Botdin • C • • e Date NOAH M ami Dade Product RV, • co `\1tlII111 -k • No. 5870`+ 0 v sg (b "S\ Li zE ot- 2.1LYNN1:1ILLER, P.E. - FL P.E.# 58705- -1 1.000" I-- 1- 2.000" 2.000" .125" .125" 1" X 21X .125" MULLION 6063-T6 ALUM. X -SECTION .375" MIN. .375" MIN. 2.000" 1.000" r-- 1.000° [--- - -� 1.000" 1 -- sr 1.000"-1 .125" .125" .125" 2.750" 2.750° .125" 3.125" .125" 3.188" -.265" .375" _ _1" X 2" X .375" MULL! 6063-T6 ALUM, X -SECTION STANDARD CLIP 6063-T6 ALUM. X -SECTION .125" 2 5.500" 3.125" CUT HERE TO CREATE F -CLIP, SEE 1 MIN. DETAIL F, SHEET 4 .375" 17_X 2.75" X .375" MULLION 6063-T6 ALUM. X -SECTION {--.125" .125"- 2 .740" F -- 125' STANDARD CLIP 606346 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 + 1/16". 5.500" .375" MI .125"- .740" 2 OFFSET CLIP 6063-T6 ALUM. TOPVIEW U -CLIP 3-T6 ALUM. CTION U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE D BOUNDAR E SHEET 7 FOR THE AN • R 0.C. ANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. _ 1" X 2.75" X .650".MULLION 6063-T6 ALUM. X -SECTION { I--.125" 2.000" i 1" X 3.125" X .5°MULLION _ 6063-16 ALUM. X -SECTION 2X5 ANGLE CLIP 606346 ALUM. X -SECTION .125" _ _ _ 1.25" X 3.188" 5.000" J CENTER OF DASHED BOUND ANCHOR O.C. DIST HOLE DIAMETER: ANC HOR HOLE MUST LIE WITHIN THE . SEE SHEETS 5-17 FOR THE E. MAXIMUM ANCHOR DIAMETER + 1/16". TABLE B 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet #) PGT Part # Mullion ` Std. Clip 'Offset Clip' U -Cil Angle Clip 1" X 2" X .125" (5) 66605 666113M 6661118M 666243M ' 11M 1" X2" X .375" (6) 666006 666114M 6661119M 666244M 66651 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) 66608 666116M 6661121M 666246M 666514M 1" X3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M t25" X 3.188" X .265" (12) 66641M 6661117M 6661113M 666241M 666516M _ 1.26" X2.11" X .125" (18) 69370 N/A N/A NIA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. -3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.- - 65" MULLION 6!s . 8 ALUM. -SECTION TABLE A f ---1.266"-i -.900" 1.26" X 2.11" X .125" MULLION 6063-T6 ALUM. X -SECTION .125" Z .125" 0 -J 2 03 Q :▪ : ▪ •, • o • • • . • W • • • ••• 5 • •• •ate' • 0. •••• • Oi '•U• • • • ••• •• - • a •o • U� < • Z •. •o • >Q � 8 Dimensions Value (in) For Mullion:) A 1.625 1' X2" X.125" Aluminum B Z654 C 0.895 Tube Mullion D 0.740 A 1.125 B 2.404 1" X2" X.375' Aluminum C 0.635 Tube Mullion D 0.490 A t875 B 3.000 1" X 2.75'" X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 1" X 2.75" X B 3.000 .650" C 0.476 Aluminum D 0.836 Tube Mullion A 2.000 1" X3.125" X Alum B 2.637 C I 0,863 .500" Tube Mull D 1.137 A 2.625 1.25" X3.188" X .265" Alum B 3.262 C 0.862 Tube Mull D ` 1.762 1.26" X2.11" X A - 1.813 .121" Alum Tube Mull • • . . • • •• • •• .. • Ce -,o 0 M .,••• •• • 6 •.m -- Z t - • C .•.p Z Z •�v h . 0 • • - m a +Lpproved as complying Will tb. Florida Bolding Code Dale NOM tvllaml Dade Product Control UV /1/, //// • i✓ti NSF jdo. 5$705 .� TE D' Lu /•• `. . rLOR• �n1'• ' ;. '",; /ONf,1- A. LYNN'MILLtR, P.E. FL P.E.# 58705 4.000" 1.000" I-- 1.000" 1-- 1 X 4" X .125" MULLION 6063-16 ALUM. X -SECTION 1"X4"X.375' MULLION 6063-T6 ALUM. X -SECTION .063" .062" .062" .438" 4.000" 1.062' 1 -rife r e/,,' .385" 'i .125" .031" .155" 2.625" 1" X 4" X .375' "T" -MULLION 6063-16 ALUM. X -SECTION 1.250" .375" 1.25' X 3.25" X.100" MULLION 6005-T5 ALUM. 1.25" X 3.25" X .624". MULLION 6005-T5 ALUM. 1.25" X 3.94" X .624" MULLION 6005-15 ALUM. X -SECTION 2.875" 3.250'45• BAY MUL 30° BAY MULLION � j / 6063-T6 Al 6063-16 ALUM. r X -SECTIO X -SECTION NOTES: r L J 2.000" .125" STANDARD CLIP 6063-T6 ALUM. X -SECTION 3.125" 5.500" .125" .375" MIN. r DETAIL F, SHEET 4 CUT HERE TO CREATE F -CLIP, SEE �_ L J CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". 5.500" .125" 2.125" U -CLIP 6063-T6 ALUM. X -SECTION ---1 I---.125" 2.000' L 2X5 ANGLE CLIP 6063-T6 ALUM. X -SECTION .125" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR 0.C. -DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". STANDARD CLIP 6063-T6 ALUM. TOPVIEW 2.250" r r- 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J OFFSET CLIP 6063-16 ALUM. TOPVIEW .375" U -CLIP 6063-16 ALUM. TOPVIEW TABLE C CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". Ia eti U A 8 S co z 0 J J CO .375"'I •a MIN. •�•D .375" MIN: �•, • • ••• • • •. •.• • • • • •. O q� W 2 F Dimension Value (In) For Mullion F 3.687 1"X4"X G 1.000 .125" H 2.680 Aluminum , " I 3.000 Tube Mullion F 3.187 1" X4" X G 0.757 .375" H 2.430 Aluminum I 3.000 Tube 8 'r F 2.250 1.25" X 3.25"-' G 0.750 X .100" H 1.500 Aluminum I 3.250 Tube Mullion TABLE D TABLE C, CONT. DimenslontValue (in) For Mullion: F 1.938 1.25" X 3.25" G 0.500 X .624" H 1.438 Aluminum I 3.250 Tube Muillon F 2.625 1.25" X 3.94" G 1.125 X.624" H 1.500 Aluminum I 3.250 Tube Mullion F 2.813 . 30° Bay Mull F 2.875 45° Bay Mull Mull Dimension (sheet IS)..Mullion PGT Part # Std. Clip Offset Clip U-Clip Angle Clip 1' X4" X.125' (10) 69384 ' 666111M 6661122M -688241M 666518M 1' X4' X .375" (11) 66610 666112M 6661123M 666242M 668519M 1' X 4" X .375" "1" (11) 66853 666112M 6661123M 666242M 666519M 1.25' X 3.25' X .100" (13) 20160 6681127M 6661124M 6662410M 6665115M 1.25" X3.25' X .624' (14) 20161 6661128M 6661125M 6662411M 6665116M 1.25" X 3.94" X .624" (15) 20162 6661117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA WA WA 6665110M 45 Degree (20) 66650 WA WA WA 8685111M 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW m (1) 0 •z • (J) • 0 • a . 0 z .< z • • J J o2 0 N N aN CD d 0 lh tr• •• z • E.. m 0 ••• m F,•• Y• u •• •. z m•. 8• y .� m N • z • • m ♦pproved as complying with this Florid ' Bnldin : Cql}� Dale �,. P , r1. • NOMI -O 4i=:" Moral Dsde Product Co Dy �,\ - �� ..Y N N r;ll //,, '` O C� i . \..•'\GENS r ,. i; ' No. 5f3.105 7- -0 '. lig a) : Eli :: fix,„-'.. PLOR10i:.• c;.- ii�� %S'/(?N� , �\\ A. LYNNIM LLEf�, P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet#) PGT Part# Mullion I Std. Clip U -Clip ' Angle Clip 2" X 4" X .25" (16) 66602 666261M 666271M 6665112M 2" X6" X .25" (17) 66604 666262M 666272M 6665113M NOTES: 1) HOLES TO BE DRILLED IN T' _• IELD FOLLOWING DIMENSIONAL RESTRICTIONS GI ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGEST b • PPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALI.A METHODS.. .250" .250"- �- 2.000" j 0 0 .250" 4.000" • 2" X 4" X .25" MULLION 8063-T6 ALUM. X -SECTION 6.000" .3 • MIN. .375" MIN. 2 .25" LLION 063-T6 ALUM.-- - X -SECTION 125" STANDARD CLIP 6063-T6 ALUM. X -SECTION 3.500" 5.500" CUT HERETO 1 CREATE F -CLIP, _ SEE DETAIL F, r SHEET 4 - r L - -J .375" MIN. - 3.438" L _ STANDAR. IP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALU WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". r 3.500" 5.500" CUT HERE TO 1 CREATE F - SEED F SH 4 1 J .375" I- MIN. - 4.688" STANDARD CLIP 6063-T6 ALUM. TOP VIEW 5.438" U -CLIP 6063-T6 ALUM. X -SECTION f-.375" 111 Aid U CLIP, 6063-T6 ALUM. D FOR 2" X 4" MULLION, SHEET 16 3.438" TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE ETS 5-20 FOR THE ANCHOR O.C. E. MAXIMUM ANCHOR HOLE • ANCHOR DIAMETER + 1/16'. DI DIAME .375" 5.438" U -CLIP 6063-T6 ALUM. USED FOR 2" X 6" MULLION, SHEET 17 TOPVIEW -.-1;•- .125" J i 2.000" 1 i 3.438" 5.438" 2X5 ANGLE CLIP 606346 ALUM. X -SECTION 5.000" 1._.375" r J MIN. • • • • • •• • • •••• • • ..•• L7 Z 0 J J - W m U D • •4-• Z ...Z • 111 2 •• b• � :=10_15 • a' J Z • • Z O J n F- 0 • • • • • •• •• • • •• • . _.375" . . MIN. •..• 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". 5.000" L.375' r f 2X5 ANGLE CLIP 606346 ALUM. TOPVIEW MIN. .375" MIN. • LO N t CO mM 0 O M 0 NIB •.• • • • z o •a x•• m • •8/0 BO 0 • •••ss Q.• cg • ri • o Z • • 0 0 Approved u complying with tba Florid Buldi ; C e Date • 120 NOAH M ami Dade Product Co oil II i�ki.'Su705 -- Vl 11� E ,4l.I.�t X11•' '///t/ /VNr\l... ;;• A. LY1NlMILLE�t, P.E. FL P.E.# 56705 EXAMPLE 1: SINGLE VERTICAL MULLION 72' MULLION LENGTH NO ANCHORS N HEAD � T __J - SEE FENESTRATION PRODUCTS APPROVAL SEE DETAILS, SHEETS 2-3 4 ----1 Q DETAILS, S 2-3 - - - L___J NO ANCHORS IN WINDOW SILL 32'1 I 32' —I 1 ---MULL WIDTH OPENING WIDTH 1 THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH 1S 32"+32+1" =65". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 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 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 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 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. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.- - -_ - - - _ - _. - It;PI IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: • • (60 PSF) X ( 636 LBS' _ 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF • • • • • •• • EXAMPLE 2: MULTIPLE MULLIONS - MULL WIDTH r VERTICAL I MULLION L LENGTH SEE FENESTRATION PRODUCT'S APPROVAL 1 SEE DETAILS, SHEETS 2-3—' r— -1 I I OPENING HEIGHT FOR HORIZ. MULLION 72 J -SEE DETAILS, SHEETS 2-3 36', HORIZ. MULL LENGTH L SEE DETAIL E, SHEET 3 SEE DETAILS, SHEETS f 2-3 Ir L 1J I. HORIZ.. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A •••• • • •••• DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1"=73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL 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 SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 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 ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-1/2"+35-1/2"+2"=73"). 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 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. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE• ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE ISA #12 STEEL SCREW. _ - FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +1.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.— - • • •• •• • • • • • • • • • • •• • •4 • • • • • • • • • • • • • W J • a- : 2 :2 O Lo N V3 tt u,N 0 o•• E:• 3• o•• •• •••• •• y►•• m s rg w• � N Z Approval am cOmplyyig with tbt Flo ' B _ Date •. /2,b) NOAH •i- "O 4V-!',7. Miami Dade Product C, By -1, • FLORw:-'• ��;` ,'9IO U {\'- `,‘` A. LYNN MIL`L�R, P.E. FL P.E.# 58705 No. 58705 gr6 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED PW SH/DH SH/DH / LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW .,, 7 � " PW T A _ / a SGD /, _ /, a _ / 1 1 /1 L N LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED I - P I--- / / � " PW T , %\ T _ / / .. OO HINGED DOOR 1 / oo / HINGED DOOR I — I LOADING OF VERTICAL MULLION S ,H/DH e SH/DH i LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION PW __PW PW LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF (2) HORIZONTAL MULLIONS 1 PW 1/ PW T , -- E> / K /1 1\ 1 / oo / HINGED DOOR ( I LOADING OF HORIZONTAL MULLION I \I I\1 1/ PW T , E> a SGD / l I /1 1\ 1 I I 1 LOADING OF VERTICAL MULLION- — - - - - LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION - NOTES: LOADING OF VERTICAL MULUClit • • • • ••• •• • • • • . • . • • • •• • LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. (/) Z 0 W CO 11114‘ • •!•' •• -A • • • •.•u • •r• - f} • • • U) W •a • M • W • Z 0 • 0 u, eC1 0 O M li•• 0 z• c•• • o•a � i>;• • 1 •• z m•. z cipproved as complying wilt UAt Florida Batdigg C ' e RO I Date k ,-Ni 11 NOAH Miami ` o\i LYNN ]1,//4i • No. 50705 .72 STATE OF• �y r191'1/4. . -\9 ILS'I \',.` �� AYNN,Mf-LEI�•. : P.E.-- - FLP.E.# 58705