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WS-14-2600 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224052 Permit Number: WS-11-14-2600 Scheduled Inspection Date: January 14,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: ROY,WILLIAM Work Classification: Window/Door Replacement Job Address: 1280 NE 101 Street Miami Shores, FL Phone Number Parcel Number 1132050210010 Project: <NONE> Contractor: ALPHA WINDOWS&DOORS Phone: (954)781-5180 Building Department Comments REPLACING 4 DOORS AND 26 WINDOWS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed P, I" Correction U Needed ❑ ��Dw �� Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 13,2015 For Inspections please call: (305)762-4949 Page 6 of 28 rA Miami Shores Village d• Building Department NOV �� p14 g p � Cil 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY, _ Tel:(305)795-2204 Fax:(305)756-8972 -=j INSPECTION LINE PHONE NUMBER:(305)762-4949 N2erl eirr , FBC 20 10 BUILDING Master Permit No.LLS P RMIT APPLICATION Sub Permit No. 7BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP ` q.�� c CONTRACTOR DRAWINGS JOB ADDRESS: l QM r)L lot &+ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I N' SODG- 1CQ I• 010 10 Is the Building Historically Designated:Yes NO J Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): A Qyy� Phone#: Address: �� . �� City: 1)0 Y� � �''� State: IF. Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: l PhoneAERCA 1 4l1S3 Address: U90 D Z1_r f City. r,.tCx.N1fJAA __Te6L[ 0l N State ��, Zip: Qualifier Name:mC�Q, 1 LmXNOT Phone#: State Certification or Registration#: r_\ � cid_ Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: t ` City: State: Zip: Value of Work for this Permit:$ �t�,L7S�y� Square/Linear Fo tage of Work: Type of Work: ddition ❑ Alteration New R ❑ ❑ epair/Replace ❑ Demolition Description of Work: -f 2 Ylr� 14 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$_ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$f(00 Bond$ G --� TOTAL FEE NOW DUE$ n —9q (Revised02/24/2014) a � Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature c Signature OWNER or AGENT TRACTOR The foregoing instrument was acknowledged before m The foregoing instrument was acknowledged before me this I'D day of fNOU .20 by 1`3 da of 20J by ►111a who is personally known to who i ersonally knoRn o me or who has produced (., as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: z� Sign: Print: vz� �COLEOBERRENDER Print: r Pa. $ • * MY CO FF112tI ° ;•••.• RKENDER Seal: * solpiES:Apn113,2018 Seal: * MY COMMISSION 0 FF 112171 P�0r6oa�Me � Thryg�getNo13,201kes �� p EXPIRES:April 13,201F "�oF�o�`O BondedThruBinigetNotary Ser. APPROVED BY Plans Examiner Zoning i Structural Review Clerk (Revised02/24/2014) • ` Inspection Worksheet u Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227868 Permit Number: WS-11-14-2600 Scheduled Inspection Date: February 09, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: ROY,WILLIAM Work Classification: Window/Door Replacement Job Address: 1280 NE 101 Street Miami Shores, FL Phone Number Parcel Number 1132050210010 Project: <NONE> Contractor: ALPHA WINDOWS&DOORS Phone: (954)781-5180 Building Department Comments REPLACING 4 DOORS AND 26 WINDOWS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 06,2015 For Inspections please call: (305)762-4949 Page 25 of 26 Y4"Tapcons in Single Staggered Row, 10"o/c, 4'from Ends (Min. 13/4' Embedment,Min.27/2' Edge Distance in Concrete) da--•a4� \t • d ° I a ala ° I • d � . a ° a 2"x PT Existing Concre7e----, Wood or Grout Filled Masonry Block NOTE: • New Bucks Shall Extend Beyond the Interior Face of the Window or Door Frame Such that Full Support of the Frame is Provided and Bucks will Adequately Transfer the Loads Imposed upon Them to the Surrounding Structure, Meeting the Requirements of the GENERAL NOTES H V H Z, F BC 2010 This Signed and Sealed Design Applies to the Installation of New I and . All New PT Wood Shall Be Min. Grade 2. 2"x PT Wood Bucks to Existing Substrates,As Shown.No Other Warranty, Express or Implied is Intended. Digitally signed This Design is Based on Information Provided to the Engineer by the Contractor. Contractor Shall Field-Verify Existing Conditions and by Emma T. Immediately Notify Engineer of Any Discrepancies Herein. This Design Mellinger, P.E. FL Shall Not Be Valid if Existing Conditions Are Other Than as Shown Herein. All Work Shall be Performed in Accordance with the 2010 Florida Building CATEGORY te:2015.01.29 Code, and Local Codes and Ordinances that May Apply. Engineering Services,Inc. WOOD BUCKS FASTENING TO EXISTING SUBSTRATES Roy Residence, 1280 NE 101 St, Miami Shores, FL :34:09-05'00' DESIGNNOTES 1600 S.Federal Highway.#207 Emma T.Mellinger, P.E. Wind Loads Calculated in Accordance with 2010 FBC and ASCE 7-10: Pompano Beach, FL 33062 FL PE#50049 Vult=175 mph,Exp=D (954) 784-6991 Dwg: #AWD R1150127 Rev: 0 By: ME Sheet: 1 of 1 Date: January 27, 2015 "° Revisions yy CA#25854 4 Y � CATEGORY 5 1600 S.Federal Highway.#207,Pompano Beach,FL 362 Engineering Services, Inc. (954)784-6991 tel/(954)781-5708 fax/amonda@c5es.com/CA#25854 ENGINEERED MULLION CALCULATIONS Oyenincl # 2 3 PROJECT Roy 1280 NE 101 St Miami Shores,FL 1. DESIGN PARAMETERS Max.Allowable Design Wind Load (jun 60.2 Positive and Negative Max.Tributary Width Rn) 37 Max. Mullion Length (n) 82 Load per Foot t1b1Jt) 186 Mullion and Clip Material Aluminum 6063-T6 Elasticity (tom!) 1.00E+07 Allowable Stress (psi) 15,040 2. MULLION SIZE Check Section Modulus: Mullion Dimensions (in) I x 4 x 0.125 x 0.375 Max.Moment mxv 1.083 Moment of Inertia (in"4) 3.19 Min.Section Modulus Required on-3) 0.9 < Actual Section Modulus of 1.59 OK Check Deflection Moment of Inertia (in-4) 3.19 Max Allowable Deflection(L/175) (in) 0.47 > Actual Deflection of 4.29 OK 3. MULLION ANCHORAGE Clip Shall be 118-Inch Thickness,F411-Dimension,and Wide Enough to Accomodate Minimum Fastener Spacings Unless Otherwise Noted Load per Mullion ab) 1268 Total Load Each Connection (tb1 634.2 Connector Type(Clip-to-Concrete) 5/16-inch Topcon Connector Capacity(Shear) ob) 801 (See Fastener Notes Below) Minimum Number of Fasteners I Per Tube End Recommended Number of Fasteners 2 Per Tube End --> OK Fastener Notes 5/16"Tapcon Fasteners Shall be Installed with a Minimum Embedment of 1 Emma T.MelMger,P.E. 314",a Minimum Edge Distance of 2 112"in Concrete,and a Minimum on-Center FL PE#50049 Spacing of 3 112". 114"Ta I Digitally signed by Emma pC on Fasteners Shall be Installed with a Minimum.Embedment o f Mellinger,P.E FL 50049 314",a Minimum Edge Distance of 2 112"in Concrete,and a Minimum on-CenterDate:2014.11.1413:4657 5'00' Spacing of 2112". Alt Fasteners in Contact with Dissimilar Metal Shall be Painted or Plated 11/13/2014 AWD RI 141113. CATEGQRY 1600 S.Federal Highway.#207,Pompano Beach,Fl 33062 Engineering Services, Ir1C, (954)784-6491 tel/(954)781-5708 fax ENGINEERED MULLION CALCULATIONS Opening # 4,5 PROJECT Roy 1280 NE 101 St Miami Shores,FL 1. DESIGN PARAMETERS Max Allowable Design Wind Load (psfJ 66.8 Positive and Negative Max.Tributary Width (in) 20.25 Max. Mullion Length (+n) 82 Load per Foot gblft) 113 Mullion and Clip Material Aluminum 6063-T6 Elasticity (psi) 1.00E+07 Allowable Stress (psi) 15,000 2. MULLION SIZE Check Section Modulus: Mullion Dimensions (jn) 1 x 5 x 0.125 x 0.125 Max. Moment (1r.ib) 658 Moment of Inertia (ie4) 3.72 Min. Section Modulus Required an-3) 0.5 < Actual Section Modulus of 1.49 > OK Check Deflection Moment of Inertia (in^4) 3.72 Max Allowable Deflection(U175) on) 0.47 > Actual Deflection of 0.15 ----> OK 3. MULLION ANCHORAGE Clip Shall be 118-Inch Thickness,Full-Dimension,and Wide Enough to Accomodate Minimum Fastener Spacings Unless Otherwise Noted. Load per Mullion ab) 770 Total Load Each Connection (ib) 385.1 Connector Type(Clip-to-Concrete) 5/16-inch Tapcon Connector Capacity(Shear) ,gbJ 801 (See Fastener Notes Below) Minimum Number of Fasteners 1 Per Tube End Recommended Number of Fasteners 2 Per Tube End —> OK Fastener Notes Emma T.Mellinger,P.E. 5/16"Tapcon Fasteners Shall be Installed with a Minimum Embedment of i 314",a Minimum Edge Distance oft 112"in Concrete,and a Minimum on-CenterFL PE#50 Spacingof3l/2". Digitally signed Emma T.Mell nger, 1/4"Tapcon Fasteners Shall be Installed with a Minimum Embedment of IP.E.FL 50049 314",a Minimum Edge Distance of 2 112"in Concrete,and a Minimum on-CenterDate:2014.11 14 Spacing of 2 112". 13:47:17-05' ' All Fasteners in Contact with Dissimilar Metal Shall be Painted or Plated 11/13/2014 AWD 81141113 M � CATEGORY 1600 S.Federal Highway.#2117.Pompano Beach,FL 33062 Engineering Services, Inc. (954)784-6941 tel l(954)781-5708 fax ENGINEERED MULLION CALCULATIONS Opening# 23, 24 25,26 PROJECT Roy 1280 NE 101 St Miami Shores,FL 1. DESIGN PARAMETERS Max Allowable Design Wind Load lnrlJ 64.9 Positive and Negative Max.Tributary Width (in) 37 Max. Mullion Length (in) 47.75 Load per Foot #btR) 200 Mullion and Clip Material Aluminum 6063-T6 Elasticity (psi) 1.00E+07 Allowable Stress (psil 15,000 2. MULLION SIZE Check Section Modulus: Mullion Dimensions an) l x 4 x 0.125 x 0.125 Max.Moment (ftrbi 396 Moment of Inertia (in-4) 2.04 Min.Section Modulus Required rin^3) 0.3 < Actual Section Modulus of 1.02 —> OK Check Deflection Moment of Inertia w4) 2.04 Max Allowable Deflection(L1175) (in) 01.27 > Actual Deflection of 0.06 ----_> OK 3. MULLION ANCHORAGE Clip Shall be 118-inch Thickness;Full-Dlmenslon,and Wide Enough to Accomodate Minimum Fastener Spacings Unless Otherwise Noted. Load per Mullion p) 796 Total Load Each Connection ab) 398.1 Connector Type(Clip-to-Concrete) 1/4-inch Tapcon Connector Capacity(Shear) tb) 445 (See Fastener Notes Below) Minimum Number of Fasteners 1 Per Tube End Recommended Number of Fasteners 2 Per Tube End => OK Fastener Notes 5/16"Tapcon Fasteners Shall be Installed with a Minimum,Embedment of I Emma T.Mellinger,P.E. 314',a Minimum Edge Distance of 21/2"In Concrete,and a Minimum on-Center FL PE#50049 Spacing of 112". Digitally signed by Emma T.Mellinger,P.E. 1/4"Tapcon Fasteners Shall be Installed with a Minimum Embedment of IFL 50049 314",a Minimum Edge Distance of 21/2"in Concrete,and a Minimum on-Center Date:2014.11.1 Spacing of 21/2'. 13:47:33-05'00' All Fasteners in Contact with Dissimilar Metal Shall be Painted or Plated 11/13/2014 AWD It1141113 KELLEY RESIDENCE ROW pM 01N g�� OW 3Ld1S 1280 NE 101 ST aupD s := lcm cma 71 A07 Q3AOdddV N!A SQ046!UJB!VN SEE ATTACHED ENO EM MO SEE ATTACHED ENti1NE£WNG 2.13aible French Door 3.13ouble French Door 72"x 80' 72"x 80" 70%75 701-75 NOA 12-0402.03 NOA 12-0402.03 B.Ba (2)Single Casement Windows y/,{ 27 U2"x 51' 4.S�re,ront Widow \�' S.SlorafroM Window 701-75 31314"x 82" 39,12'x Sr NOA 130206.07 80!-80 800-00 NOA.10D5.01 NOA-1005.01 (1)14x51'TubeMu10on 93061130 NOA 12-0221.09 FAMILY ROOM 7.8 (2)slrXoe casementwmdors DMMG ROOM 36 718"x 51' 7x-75 13.0206.07 1.Dontte French Door 72"x 80" 701-75 NOA 12.0402.03 12-12a (2)single Casement Windows 26 We x 631W 701-75 NOA 134=07 p (1)1 14 x63 lir �) Tube MUMM 101.91-101.9 ( 7 FIRST FLOOR NOA 1241221.09 �•oG Slyry noN &Aj::q 3 Ad.U3 uvMG ROOM ti-11e1 10-100 a)Singia casemem Windows (2)Slrngle Casement Windows _ tarcHEN 28314"x83,f7 28314"x63,12" 701-75 701-75 NOA 134208.07 NOA 134208.07 (1)1x4x6311r (1)1x4x63112' Tube Mullion Tube M&Mon 101.91-101.9 101.96101.9 NOA 12.0221.09 NOA 124221.09 9.Single CasertreM Window 4 24314'x39114' r 701-75 NOA 134)M.07 a KELLEY RESIDENCE 1280 HE 101 ST 25-25a (2)Single Casement Windows 381/2"x 47 3/4" 24-24a 701-75 SEE ATTACHED ENGINEERINO (2)Single Casement Windows NOA 130206.07 SEE ATTACHED ENGINEERING 36112"x 47 3/4" 701-75 (1)1 x 4 x 47 3/4" NOA 13-02 .07 Tube Mullion 1306130 (1)1 x 4 x 47 314"Tube Mullion NOA 12.0221.09 26-26a 130%130 (2)Single Casement Windows NOA 12-0221.09 341/8"x 47 314" 70/-75 NOA 13.0206.07 23.Picture Window (1)1 x 4 x 47 3/4"Tube Mullion 28.Single Casement Window 681/4"x 47 314" 1301-130 387re"x 51" 75/-78.8 NOA 12-0221.0970%75 NOA 14-0317.03 BEDROOMIDEN 1 NOA 13-0208.07 21.Picture Window 571/2"x 51" 67.9689.9 FDREMNMG NOA 14.0317.03 22.Picture Window 73114"x 47" 27-27a 67.9689.9 NOA 14.0317.03 28 Single Casement Windows 28314"x51" BEDROOM 701-75 NOA 130208.07 SECOND FLOOR (1)1 x 4 x 47 3/4"Tube Mullion 1301-130 NOA 12-0221.09 20.Single Casement Window 36718"x51" 70/-75 NOA 13.02 .07 32.Single Casement Window 37"x38 318" MASTER BEDROOM BATH 701-75 NOA 13-0206.07 19.Single Casement Window MASTER BATHROOM 36718"x51" 70675 NOA 13-0208.07 33.Single Casement Window BEDROOM 18.Single Casement Window 37"x 38 3/8" 36 718"x 51" 701-75 70/-75 NOA 13-0206.07 NOA 13-0206.07 34.Single 31.Single French Door ing Casement Window 32 3/4"x 80 3/8" 30.Single Casement Window 37"x 38 3B" 701-75 36 7B"x 51" 70675 NOA 12-0402.03 70%75 NOA 13-0206.07 NOA 13-0206.07 • 2010 FLORIDA BUILDING CODE/ASCE 7-10CITE' 'Y5 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING Engineering Services,Inc. For Buildings with a Mean Roof Height of 60 Feet or Less 1600 S.Federal Hwy Ste 207.Pompano Beach FL 33062 1954)784.6991 Tel/(954)781.5708 Fax/Info@c5es.com/CA #25854 DESIGN PRESSURES FOR INTERIOR ZONES("Zone 4") DESIGN PRESSURES FOR EXTERIOR ZONES(lone 5") ULTIMATE WIND SPEED(moh)= 175 Mean Roof Tributary Area(sq.ft) Mean Roof Tributary Area(sq.ft) - Height Height I EXPOSURE CATEGORY= 2 (11t) 10 15 20 23 30 35 40 45 50 00 10 13 20 25 30 35 40 45 50 48.6 47.3 46.4 45.7 45.1 44.6 44.2 _43.9 43.5 48.6 47.3 46.4 5.7 45.1 44.6 44.2 43.9 43.5 Tables are valid for the followina eond0lons only. 15 -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 15 -65.1 -62.5 -60.7 -k2l -58.1 -57.2 -56.3 -55.6 -54.9 1 Wind Speed,(V,3-second gust)= 175 mph 49.2 47.9 46.9 46.2 45.6 45.2 44.7 44.4 44.0 16 49.2 47.9 46.9 46.2 45.6 45.2 44.7 44.4 44.0 2 Risk Category:11(General Residential and Commercial 16 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 -65.8 -63.2 -61.4 -60.0 -58.8 -57.8 -57.0 -56.2 -55.5 Construction). 17 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 17 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 3 Exposure Category D -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 48.7 -66.5 -63.9 -62.0 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 4 Topographic Factor(Kzt): 1.0(Flat Terrain) 18 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 18 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 5 Directionality Factor(Kd):0.85 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 1 -67.2 -64.5 -62.7 -61.2 -60.0 -59.0 -58.1 -57.4 -56.7 6 For situations requiring Kd=1.0,multiply the values in 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 t 9 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 these tables by 1.18•Verify Kd requirements with local 19 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 -67.8 -65.1 -63.3 -61.8 -60.6 -59.6 -58.7 -57.9 -57.2 building official and product approvals before use. 20 51.1 49.8 48.8 48.1 47.5 46.9 46.5 46.1 45.8 20 51.1 49.8 48.8 48.1 47.5 46.9 46.5 46.1 45.8 7 Enclosed Building:Gcpi=0.18 55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 68.4 -63.8 -62.3 -61.1 -60.1 2 -58.4 -57.7 Consult an Enaineer for any other conditions 22 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 22 52.050. 4 .6 48.9 48.2 47.7 47. 46.9 46.5 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 69. -66. -64.4 -63.4 -62.1 -61.1 -60. -59.4 -58.7 Instructions 24 52.7 51.4 50.4 49.6 49.0 48.5 48.0 47.6 47.2 24 `e_ .4 .4 49.6 49.0 48.5 48.0 47.6 47.2 I Tables show the"worst case"design pressures,with any -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 unknown variable at its critical condition. 26 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 26 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 2 Tables are valid for any roof slope.For reductions for roof -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -52.8 -52.4 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 slopes less than 10 degrees,consult Engineer for site 28 54.2 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 28 54.2 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 specific analysis. -58.8 -57.3 -56.3 -55.5 .54.9 -54.4 -53.9 -53.5 -53.1 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 .61.2 3 Calculate the average roof height.If average cannot be 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 determined,use the peak roof height.Round up the roof -59.5 -58.0 -57.0 -56.2 -55.6 -55.0 -54.5 -54.1 -53.7 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 30 height to the next highest table value. 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 4 Calculate the tributary area(length x height)of the opening -60.2 -58.7 -57.7 -56.9 -56.2 -55.6 -55.2 -54.7 -54.4 -74.3 -71.3 -69.3 -67.6 -66.3 -65.2 -64.3 -63.4 -62.61 in question.Round the tributary area down to the next 34 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 smallest table value. If the tributary area is unknown,use 34 -60.8 -59.3 -58.3 -57.5 -56.8 -56.2 -55.7 -55.3 -54.9 -75.0 -72.1 -70.0 -68.4 -67.0 -65.9 -64.9 -64.1 -63.3 the most Iridal value(10 square feet). 36 56.6 55.1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 36 56.6 55.1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 5 Area between structural mullions shall be used as tributary -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 -75.8 .72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 area 38 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 38 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 6 Determine the Zone(Interior 4,or Exterior 5)of the -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 1 -76.5 -73.5 -71.4 -69.7 -68.3 -67.2 -66.2 -65.3 -64.6 opening. An opening with any portion closer than distance 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 "a"to a building comer shall be considered in an Exterior -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 40 40 Zone(5),otherwise if all of the opening falls more than m a building comer,the opening shall be 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 considered in stance"a"from Interior Zona(4). 44 63.6 -62.0 -60.9 -60.1 -59.4 -58.8 -58.3 -57.8 -57.4 44 -78.5 -75.4 -73.2 -71.5 -70.1 -68.9 -67.9 -67.0 -66.2 48 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 48 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 7 Distance"a,"as refired to above,shall be calculated as the -64.5 -63.0 -61.9 -61.0 -60.3 -59.7 -59.2 -58.7 -58.3 -79.7 -76.5 -74.3 -72.6 -71.2 -70.0 -69.0 -68.0 -67.2 smaller of 10%ofthe minimum building width or 40%of 52 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 52 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 540 the height.but not less than 3 feet. -65.5 -63.9 -62.7 -61.9 -61.1 -60.5 -60.0 -59.6 -59.1 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 8 Read the worst case positive and negative design pressures 56 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 56 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 for use as required by governing building department. -66.3 -64.7 -63.5 -62.7 -61.9 -61.3 -60.8 -60.3 -59.9 -81.8 -78.6 -76.3 -74.6 -73.1 -71.9 -70.8 -69.9 -69.1 61.9 60.2 59.1 58.2 57.4 56.8 56.3 55.8 55.4 61.9 60.2 59.1 58.2 57.4 56.8 56.3 55.8 55.4 -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 60 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 General Notes 1 These tables list allowable pressures(W w),given as 0.6*W l„where W„l,is the wind pressure calculated in accordance with Chapters 26 and 30 Digitally signed by Enill na of ASCE 7-10 using the ultimate design wind speed(Volt)and the variables given herein. E. 2 These tables are not valid as a site-specific drawing T.Mellinger,P.E.FL 50C49 3 Tbese tables apply to walls and vertical surfaces only. Date:2013.05.21 15:27:33 4 Use of these tables,and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. '611 _04'00' 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 .This document is the work and property of Emma T.Mellinger,P.E.,and shall not be reproduced in whole or in part without her express written consent. Date: May 21,2013 Not Valid without Signature and Raised Embossed Seal 4 . MIAMDIA EE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 1:(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pera SIW Impact'Windows,LLC 975 S.Congress Avenue,#102 Delray Beach,FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Juris f iction(AHJ). This NOA shall not be valid atter the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT:Drawing No.M07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7,dated 10/01/07,with revision C dated 12/06/11,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 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 atter 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#10-1004.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17,-0221.09 Maeaos: Exp iration Date: November 21,2017 12 N .. ¢l� Approval Date: April 26,2012 Page 1 SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W07-04,titled"Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 series 100 mulled single hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4107,dated 03/26/07, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA#0 7-1016.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per SFBC 3603.2(b) along with marked-up drawings and installation diagram of series 100 mulled single to hung windows,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA#07-1016 06) 3. 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 series 100 mulled fixed windows,prepared by Hurricane Engineering& Testing,Inc.,Test Report No. HETI-07-4115,dated 04/09/07, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA#07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, IL prepared by Al-Farooq Corporation,dated 08/13/09 and revised on 09/14/10,signed and sealed by Javad Ahmad.,P.E. (Submitted under previous NOA#10-1004.01) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel P.E. Product Contr 1 Ex finer NOA No. 221.09 Expiration Date: November 21,2017 Approval Date: April 26,2012 E-1 SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated December 05,2011,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01,issued to SIW Impact Windows,LLC for their Clipped Aluminum Tube Mullion—L.M.I., approved on 11/11/10 and expiring on 11/21/12. Manuel Per , Product Controlami r NOA No.12 .09 Expiration Date: November 21,201' Approval Date: April 2b,2012 E-2 ------------- ----------- a p s ,r-----Lel------t 0 LTPm 4.000 II II I ------i I i 'IJa 1 GLAZING PRODUCT 41 t.000 Bl TYPICAL II - 0.000 WINDOW FRAME -----3.000 4A=- to 2.000—�7 0 �� a MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VER11CAL m SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING F �/ z �Vm � 7 gam} p- NmD i MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADS COUNTY APPROVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. S o RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING m HIGH VELOCITY HURRICANE ZONE(HVHZZ INSTRUCTIONS: ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ( CHARTS AND GRAPHS AS FOLLOWS. o APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. UEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 WOOD THIS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER FOR PARTICULAR OPENING. LOADS TO THE STRUCTURE. STEP 2 USE MIAMI—DARE COUNTY APPROVED GLAZING PRpDUCTS Error;,IAyVAO UAp ANCHORS SHALT.BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT MEETING ABOVE LOAD REQUIREMENTS, I . CIVIL TO BASE MATERIAL SHALL HE BEYOND WALL COVERING(STUCCO,TILE ETC). STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT P ,E M2APPROVAL D ANCHORING SAPPROVAL CONDITIONSOVAL THAN THOSE SHOWN IN THESE DETAILS ARE NOTART OF THIS USING CHARTS ON SHEET 3 SELECT MULLION svi WITH '.$pdrAilonDate �7 ,� .s DESIGN RATING MORE THAN DESIGN LOAD SPE A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. IN STEP 1 ABOVE. Q;�1 o drawing no. MATERAIS=DOING BUT NOT LMM TO STEEL/METAL SCREWS,THAT COME INTO USING ANCHOR TYPES ON SHEET 8 THRU 7 AND.ANCHOR CHARTS M07-Q4 OF 20 0 OTHERWITH C.DISSIMILAR SES 200&&4. MEET THE REQUIREMENTS sEP� MNRE 71JM THE IXTDESIGN WADS SPEWITH CIFIED°IN STEP' I ABOVE, • Bheef 1 of 7 -1.250- 1.000 .250 1.000 1.000 .690 1� n .378 1.000 126 gy P. .126 TY2.500 A28 .128 SCF+ 4.600 1'� 3.000 4.000 4.000 na :n,P V h 125 g <a X75 oPnNOONA�"i. Utz,a MULLION CUP (sm-Ts) 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT.TO ANGLES) Z' EOL STD. MULLION SM. MUL ON CUSTOM MULLION TOM,MULLION CUP LENGTHS MUST 9E CUT TO FR SNUG 6063-T6 6063-78 6063-T8 6063-T8 INTO 1BY TUBE MULLIONS. 2.000 2.000 �O 1.866 W g ,25 .2500 Z12 2600 r—2000--� TYR. TYR .126 2.666 .125 .250 a OOO 6.000 TYP. TYR I I n a.6o6 4.000 k--3.750-- 0) C� NOTCH OPTIONAL L L L9 ship MULLION CLIP (8083-T6) 2 X 4 2 X 4 2 X 6 2 X 6 (ALT.To ANGLES) STD, MULLON HEAW MULLION Ste. MULLON HEAVY MULLIONN CUP B%MUST CUT 10 FR SNUG 8063-T6 808 . 8063-T6 6063-T6 INTO 2BY LUBE MUWONS. NOTCH OPTIONAL Cam v A .125 ngrz A 2 .� 1 CNS aeR�mP1Y�8 6vwRb 1 d 'ti -&K i 7+592. Buiw"Co& g Aptm wo Ddo 17 tj �2.000� tyamt Prd6oQ1 drawing no. ANGLE CLIP M07-04 8063-T6 � eheal 2 of 7 DEMON WAD CAPACITY-PSP(TUBE MULLIONS) DESIGN LAAO CAPACITY-PSP(TUBE MULLIONS) DESIGN LOAD CAPACITY- PEP(TUBE MULLIONS) �u 1-1/4 1-1/4 I-L 4 WA4DOfl DIMS. 1 X8 1 X 4 1 X 4 4-1/2 2 X 4 2 X 4 2 X 6 2X6 07ND06'DMS- 1 X8 I X4 IX4 41/2 2 X 4 2X4 2X 8 RX6 WINDOW DUO. L XB 1 X4 IX4 4-I/2 2%4 RA 4 E XB R%8 wm1H(Y)MULL SPAN M. BCD. CUSTOM CUSTOM STD. HEAVY S'I'D. HEAVY PADTH(W)MULL SPAN STD. bTD. CUMM CUSTOM STD. HEAVY STD. HEAVY 59 µU11.SPAN STD. BPD. COMM CUSTOM STD. HEAVY STD. HEAVY Z 19-1/8" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 84.3 130.0 130.0 130.0 130.0 13MO 130.0 13MO 19-1/8' 37.9 68.3 788 88.3 98.7 130.0 130.0 28-1/2° 130.0 130.0 130.0 130.0 130,0 13MO 130.0 130.0 26-1/2' 46.4 98.8 130.0 130.0 13MO 13MO 130.0 130.0 28-1/2' - - 42.8_ 56.9 39.9 71.2 111.0 130.0 � 30" 130,0 130.0 130.0 130.0 130.0 130.0 130.0 1,304 30` 41.0 87.0 130.0 130.0 1284 130.0 130.0 130.0 30" - 37.8 90.3 39.3 62.9 96.1 130.0 ' F 3Y 130.0 130,0 iJ0.0 130.0 f30.0 130,0 iS0.0 130.0 3Y 33.2 71.3 111.8 130- 104.1 130.0 130- 130,0 3Y - - 30.6 40.8 51.0 78.6 130.0 42" 130.0 130.0 130.0 13MO 13&0 130.0 130.0 130.0 42' - 82.8 98.5 127.8 91.T 130.0 1380 130.0 4Y - - - 364 44.9 70,1 12&7 38-3/8' 48" 1306 130.0 130.0 130.0 13MO 130.0 130.0 130.0 41r �• - 544 S&O 111.8 80.3 130.0 13MO 130.0 48` 120° - - - 31.4 - 38.3 61.3 1126 C 84° 130.0 130.0 130- 130- 130.0 130.0 130.0 130A 84' - 48.8 78.4 98.1 71.4 127.2 130.0 130.0 84" - - - - 34.9 64.8 10&1 O 60" 12&8 130.0 130.0 130.0 13MO 130.0 130.0 13DA 80' - 44.0 8&8 8&2 84.2 114.6 130.0 130.0 80" - - - - - 33,1 40.0 90.1 N 86' 112.8 130.0 130.0 13MO 130.0 174.0 130.0 130.0 88' - 40.0 62A 81.1 584 104.1 11&7 130.0 68• _-_ - - - - - 44.8 81.8 ¢ IN+If 72' 103.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 M' - 38.6 87.3 74.4 538 9&4 108.8 130.0 72" - - - - - - 40.9 7&1 19-1/8" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 51.8 110.4 130.0 130.0 13MO 1�4 130.0 130.0 19-1/8" - 44.8 09,3 41.8 74.1 11&8 13MO 26-1/2' 130.0 130.0 136.0 130.0 130.0 130.0 130.0 130,0 26-1/2" 37.2 79.7 124.7 130.0 11&4 130.0 130.0 130.0 28-1/2° - - 32.1 429 - WA 83.4 130.0 LL g 36' 130.0 130.0 130.0 130.0 13MO 130.0 130.0 1�.0 30" S28 70.4 710.2 130.0 IDEA 130.0 130.0 130.0 30' - - 37A - 47.3 73.7 130.0 u 37' 118.5 990- 130- 130- 130- 1�.0 130.0 130.0 3Y _ 57.1_ B9.3 1183 834 13MO 130.0 130.0 37' - - - 309 - 38.3 69.8 109.8 !y0. 42° 101.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 42' �, 90.3 78.7 104.7 738 13MO 130.0 130.0 4Y 1S2° - - - - - 33.8 828 9&7 48' 884 130.0 130.0 130.0 130.0 130.0 130.0 130.0 46' 44.0 88.6 81.8 643 114.6 130.0 130.0 48 - 48.1 89.5 f 84' 79.0 1272 13MO 130.0 130.0 130.0 130.0 130.0 84° 38.1 81.2 81.4 67.1 101.9 12&1 130.0 84" - - - 40.9 7&2 80° 71.1 114.9 130.0 130.0 130.0 130.0 /304 1304 80° - 382 68.1 734' 614 91.7 112.6 130.0 60" - - - - - - 38.0 67.7 �v 08` 04.7 104.1 13MO 130.0 130.0 130.0 130.0 130.0 86' - 324 50.1 68.6 4&7 83.4 102.3 130.0 SB' 339 61.8 7Y 88.3 96.4 130.0 130.0 130.0 130.0 130.0 130A 7Y - - 48.9 61.1 42A 7&4 0.8 130.0 7Y - - - - - - 30.7 8&4 V) 59-1/8' 122.1 13&0 130.0 130.0 130.0 130.0 130.0 130- 19-1/8` 343 74.0 1163 130.0 109.1 130.0 13.00 130.0 19-1/6" - - 34,346.8 'MO 57.1 894 130.0 O 28-1/2° 98.1 130.0 130.0 130.0 130.0 130.0 130- 130.0 28-1/Y - 83,4 83.8 1112 78.0 130.0 130.0 130.0 28-1/2' - - - 32,8 - 41.284.3 118.0 .-�T• SfY' 773 150.0 130.0 130.0 130.0 130.0 130.0 130.0 30' - 47.2 73.8 88.2 BBA 1228 130.0 130.0 90" - - - - - 9&4 00.8 104.3 O u� SY 83,1 11&8 130.0 130.0 130.0 130.0 130.0 130.0 3Y 3&2 6&8 79.6 884 093 130.0 130.0 3Y 144' - - - - - 4&0 843 2 � , 42" 6&8 108.8 130.0 176.0 130.0 130.0 130.0 130.0 42` - 53.7 62.7 701 49.2 87.7 12.01 iS0.0 4Y - - - - - 403 749 W Sdn <V 48° or 4&8 92.4 13&0 130,0 130.0 130.D 1304 130.0 48" �° - - 4&1 91.4 43.1 788 107.7 130.0 48' - - - - - - 38.0 0&2 � Z�(y 84° 432 822 1283 130.0 120.0 130.0 130.0 130.0 B4" - - 914 S43 384 882 863 150.0 S4' _ - - - - - 31.9 67.9 .a 80" 364 738 11&7 1304 108.0 130.0 130.0 130.0 80• - - 38.9 49.1 34.4 814 882 130.0 68' 38.4 872 106.7 124.3 8&2 130,0 130.0 130.0 B8° - 33.8 44.8 31d 88,8 78.4 130,0 � �Z 72' 32.4 81.8 98.4 114.0 904 130- 130.0 130.0 7Y - - 30.7 404 - 812 719 130.0 A TO BE 6M OMBLD Z d U CO 74.8 13MO 130.0 13MO 130.0 1304 130.0 130.0 18-1 - INStDE RECTANGULAR SHAPE HORIZONTAL MULLION 41} /B' 91.9 81.3 1082 708 130.0 190.0_ 130.0 Q 28-1/2' 839 11&4 130.0 130.0 130.0 130.0 130.0 130.0 28-1/2' - 379 8&7 7&1 848 87.7 130.0130.0 d N�'� 30' 47.5 101.0 1Sb.0 130.0 130.0 730.0 130.0 130.0 30' - 55.1 819 89.0 484 86.3 130.0 130.0 L[ 37' 38.6 623 128.3 130.0 t20.7 130.0 130,0 130.0 3Y - 420 668 392 704 109.1 130.0 vERlroil PRODUCT 42' 74-1/4' '9 723 113.9 930.0 108.4 M130A 130.0 130.0 42• 1�, - 37.0 49.3 in 130.0 µ OH 48' - 83.7 68.7 123.1 93.1 130.0 130.0 130A 48` - - 32.4 43.1 1 1304 84` - 68.8 88.8 109.4 82.7 130.0 130. 130.0 94" - - - 383 130.0 �' - 81.0 79.7 �.8 74.a 130.0 130.0 130- BO" - - - 34,6 123.6 PRODUCT PRODUCT }k Oil 68' - 48.3 720 899 87.7 120.7 1304 130.0 88" - - 32,3 112.3 li GLAZING tB.AZIH10 c (g 72' - 42.5 S88 82.1- 82.0 1103 120.1 130.0 M" - - - - 103.0 PRODUCT PRODUCT AZ1 ALL LOADS ARE EXT.(+)/INT.(-). W1 �� MULLI014 SPAN TYPICAL MULLION ARRANGEMENTS - MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED WIDTH (w) 4Y1 2 VERTICALLY OR HORIZONTALLY. �_ a (INTERPOLATION BETWEEN WIDTHS ALLOWED) ` MAL ' • Pltmu 'L RDVEM Rk PE 0._70092 94-vtYingwthuoPfpltdo d O.A.N.3538 HuBdG1ECOIM ��j ,�• 7 $ •3 drawing no. MULLIONS qq M07-04 Fg11 sheat 3 of 7 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF N WINDOW DIMS. I ANCHORS TYPE WINDOW D19S. ANCHORS TYPE WINDOW DIMS. I ANCHORS TYPE WIDTH(W)MULL SPAN A C D WIDTH(W)MULL SPAN A H C D W1001 (W)IMULL SPANI A 8 C D 19-1/0' 130.0 T30.0 130.0 130.0 19-1/8" 114.7 130.0 130.0 130.0 19-1/6" 748 120.5 90.4 130.0 Z r z 26-1/2' 130.0 130.0 130.0 130.0 26-1/2" 82.8 130.0 100.3 130.0 26-1/2" S3.8 86.9 86.2 130.0 k 30" 130.0 130.0 130.0 130.0 30' 73.1 118.2 88.0 130.0 30" 47.5 78.8 57.8 115.2 103 37' 120.5 130.0 130.0 130.0 37' 59.3 95.8 71.9 130.0 37" 38.5 82.3 46.7 93.4 42' 38-3/8' 106.1 130.0 128.7 _ 1.30.0 42' 76, 522 84.4 63.3 128.6 42' 720" 33.9 54.9 41.1 82.3 48" 92.9 130.0 112.6 130.0 48" 45.7 73.8 55.4 1109 48" 29.7 48.0 36.0 72.0 C 54' 82.6 130.0 100.1 130.0 54' 40.6 65.8 49.2 98.5 54" 26.4 42.7 32.0 84.0 tl 60' 74.3 120.1 90.1 130.0 60" 30.6 38.1 44.3 66.6 80' 23.8 38.4 28.8 07.6 v�q1 68' 67.5 109.2 81.9 130.0 86' 332 83.7 40.3 80.6 88' 21.6 34.9 28.2 52.4 aa) 72' 61.9 1 DO.1 78.0 130.0 72" 308 49.2 36.9 73.5 72" - 32.0 24.0 48.0 O n C 19-1/6' 130D 130.0_ 130.0 130.0 19-t/8' 108.5 130.0 129.1 130.0 19-1/8" 679 1098 82.1_ 130.0 25-1/Y 1278 130.0 130.0 130.0 28-1/2' 76.9 124.2 93.2 130.0 26-1/2" 48.9 79.0 59.3 116.8 30' 112.6 130.0 130.0 130.0 30' 67.9 109.7 82.3 130.0 30" 43.2 89.8 52.4 104.7 z q g 37' 91.3 130.0 1 110.7 130.0 37' 55.0 89.0 66.7 1 130.0 V. 35.0 56.8 42.5 84.9 42' ec-5x 80.6 130.0 1 979 130.0 42' 488 78.4 589 117.8 42" 732„ 30.9 49.9 37.4 749 Li 48' 70.4 113.8 86.3 130.0 48" 42A 88.8 51.4 102.9 48° 27.0 43.6 327 66.6 S4' 62.6 101.1 75.9 130.0 54' 37.7 61.0 45.7 91.4 54" 24.0 38.6 29.1 582 56.3 81.0 683 t30.0 60' 33.9 54.9 41.1 82.3 8O' 21.8 34.9 28.2 82.4 Be. 512 82.7 82.1 124.1 66' 30.9 48.9 37.4 74.8 66" 23.8 47.6 Z 72' 48.9 75.9 56.9 113.8 7Y 283 48.7 34.3 Me 72" - 29.1 21.8 43.6 19-1/8" 130.0 130.0 130.0 130.0 19-1/8' 932 130.0 112.9 130.0 19-1/8" 62.1 100.4 75.3 130.0 j s 28-1/2- 102.5 130.0 124.2 130.0 26-1/2' 67.2 108.7 81.6 130.0 26-1/2" 44.8 72.5 54.3 108.7 d 30" 90.5 130.0 109.7 130.0 30" 89.4 96.0 72.0 130.0 30" 39.6 64.0 410 96.0 LSI $d 37' 73.4 118.6 898 130.0 37* 48.2 779 58.4 116.8 37" 144" 32.1 51.9 38.9 77.8 CD Z 42' 1" 64.7 104.5 78.4 130.0 4Y so, 42.4 88.6 51.4 102.9 42' 28.3 48.7 34.3 88.6 fr 48" 58.8 91.4 689 130.0 48' 37.1 80.0 4&0 90.0 48" 24.6 40.0 30.0 60.0 a 54' 50.3 81.3 SIX) 121.9 54' 33.0 63.3 40.0 80.0 84" 22.0 3&6 26.7 63.3 Z 80" 45.3 73.1 $49 109.7 8O' 29.7 48.0 36.0 72.0 86° 41.1 868 49.9 99.7 66' 27.0 43.6 32.7 669 ANCHORSCRS HOROANIAL MILLION TYPE ABC OR 0 �h&C OR ARGHES TO HE WSCRIM 7Y 37.7 t717.�658.2 5.7 91.4 7Y 249 40.0 30 0 80.0 INSIDE RECTANC44M SHAPE 1,00)t] ' 120.6 30.0 130.0 19-1/8" 829 133.9 100.4 130.0 26-1/2• 86.9 05.4 130.0 26-1/2' 599 9&6 72.5 130.0 30" 76.6 3.1 130.0 30' 52.5 65.3 84.0 128.0 yQt$ /� PRODUCT 3t 37" CAL 82.558 130.0 37" 429 89.2 51.8 103.8 MULLION 42" 84.96.5 190.0 42' 37.7 81.0 45.7 91.4 �, 74-1/4' 46.0 8.2 11&4 48° 1�' 33.0 53.3 40.0 60.0 PR DUCDIt1�CT54' 42.7 1.7 105.4 64' 29.3 47.4 3&8 71.180" 38.48.5- 93.1 80' 28.4 42.7 320 84.0 OIAZIid(i 302.3 84.6 88° 24.0 389 29.158.2PRODUCT 72" 32.0 8.8 77.6 72' 22.0 33.6 26.7 53.3 &%C OR D ALL LOADS ARE EXT.(+)/INT.(-). W1 Wz MULLION SPAN NOTE -2L-L-L-LL ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS c� LOCATIONS AT HEAD, SILL OR JAMB ENDS. 'n FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W) Wt +W2 81113 omt. PR�� tta d (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 2 FIA,Ati 0 70592 ' g /7 rawing no. ANC�ifJRS P M07-04 I � sheet 4 of 7 1/4'DV.ULTRAOONSUL Ed. 2 PER CLIP(1 ON EACH YANG) 1/4"DW.:-TRACANONSIII.E c Ed. ,ice 1 BY 11 I1 B C X14 SMS I I m woDD BUCK �L�� FLOATING CLIP P--______--i 1-3/S"O.C. MIN. I I I 2 X 2 X 1/8 a g I i 1 v 1 1 1 2 PER ANGLE I I I ALUM ANGLE a d! IU I ((�� I i f I I 1 LLz11(s 4} ALTERNATE L6 F33 ANCHOR U=MTIDN a 1/4"DW.ULTRACONS 1/4"DW.ULTRACONS Z JU 2 PER CUP (1 ON EACH WNfl} 1 PER AHXiLE J .J O EDGE DEiP. 7 �� _ wg 15 11 11 t BY elia, .UmWOOD BUCK2 BY YOOD STRUCTUOR ° 2 X 1/8" po L�--------- WODDBUCORC FLOATING CLIP ANGLE 19 o 0 I 1 WOOD STRUCTURE i 1 I I g14 SMS O I I I I 1 I 1-S/8`O.C.MN. I i I I -141L I 2 PER ANGLE 1._ 1/4"DAL ULTRACONS BY'ELCO' o ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed..MIN. EDGE DIST. MIN. EMBEDMENT WOOD I. 1-3/8" UU BLOCK 2-1/2" 1 1 I I CONCRETE 2-1/2" 9 m$ 1 I I w 1 ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. 8 II y 11 II CUPS OR ANOL.ES CON14ECTED DIRECTLY TO MASONRY TO BE PROTECTED 11 i 11 II WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PASO'OR L.___ ii 11 1 WATER-WHITE ME HACITIUTE LACQUER. A ,.W. WAQ AHWQ PROD=RBVMM Q 1 cC1YI@L asaD7up*8%aft ma a,tl 'o`• 9 1. .. .1 .°..1 °� F .r�L'J `Ed: A Pdo�2 M .� • Data 170 B� 1/4"DIA,ULTRACONS_:� Nii cMOwing no. 2 PER CUP(1 ON EACH WING) M07-04ANCHORS TYPE 'A' li 1 • 1/a`Dw.ULTRACONS 1 4'D1A,ULTRACONS 1/4`DIA ULTRACANS 1/4"DIA ULTRACONS ^� 4 PER CLIP(1 ON EACH WMIO) / 2 PER ANGLE Ed. 2 PER CLIP(1 ON EACH WINO) 1 PER o Ed, 2- V. IN.. r, 9. •.•.. • .0.;. 9.•• '. '. .Q •° .' .0.; �. •. V,� 4y '•U 4 fin` d di G n o. iI It 1 1�// 8 SI I� I _________ ll�,J FLOATING CLIP 1 11 ALUM ANGLE v'' L --- WOOD RUCK Ell � FLOATING CLW i I ALUMlay2 X 1 8° I 2.0 C.MIN. I X14 SMS2 PER 111—S/8°O.C. MIN.2 PER ANGLE 1 t j i 1 I I t 0 f'+ Y yY 1 I I I 1 I Q W 1/4"DIA.ULTRACONS 1/4°DW. t1177L4COIAS Ed. 1"MIN. 4 CUP(1 ON EACH WINO) 2 PER ANGLE O O g �1 w g(a tc 7m Ir--------- f 1 F- E�rimd x 11 OZm R ___.•_---- WOOD&�R ll 1� 1 1 2 X 2 n' •�i i—il I 1 WOOD v FLOATING CLIP 11 ;i (A 61 p I I STRUCTURE I 1 X14 SMS •• d 6= • r ARN. I i I I 22"D.CA MIN. i i Ed. ... •. t -- PER 1/4`DIA.ULTRACOPS 2 PER CLIP(1 ON EACH WING) o.. IN. 8 1/4°DIA ULTPACONS eY'ELCO' ULTRACON5 MAY BE HEX OR FIAT HEAD �4s SUBSTRATE lcd. M81 EDGE OIST. MIN.EMBEDMENT WOOD 1 i" 1"3/8' ALTERNATE w g<m m BLOCK 2-1/0 1-1/4° ANCHOR'LOCATION ALTERNATE CONCRETE 2-1/2• 1-1/2` I ----------- --------- 1 ANCHOR LOCATION I 1 ngr. A D PRODUCT"VISBD I I ALL CUPS AND ANGLES TO FIT SNUG WTO TUBE MULLIONS. i j FLA•1 70692 104K018�iba WITIN ALKALI- d I I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 i 1 TANT COATINGS.SUCH AS BITUMINOUS PAINT OR j OAN. 8 L. Date' ... WATER—WHITE METHACRYLATE LACQUER. �py '�' M P -w ANCHORS TYPE M07-04 sheat 6 of 7 7 N • 1/4'DUL uuRAcoNs Ed. 4 PER CLIP(2 ON EACH WING) �•`.,,` Q 14 S.M.S. . /CHANNEL MULLION e" 't •• e ., .. •o. •. e gg ' •� ----------------- #14 ----- --------X114 F.H.S.M.S.-I-0 2/ SVE 1 1 a1 ------------ I - -'{ I v{ FLOATING CUP 1/8"THICK ALUM CHANNEL. I QQ I I I 1 ri LENGTH TO FR SNUG 1 1 Q Q { I 1 I INTO MULL" { { TUBE MULLION 1 1 I 1 L11 1 I I 1 TUBES MAY BE NOTCHED LL I I 1 I AS SHOWN TO ALLOW BNSTALAMON g I I i OF CUP ANGLE UI I I I 1 CA1A.K JOD1T AFTER ASSE1dB1.Y 14 FH SMS 0 PER CLIP FOR CHARTS A.B OR C 3 PER CLIP FOR CHART D 1/4"DLk ULTRACONS ACCESS HOLE 1^7/2'O.C. MIN. Ed. 2 PER ANGLE Z V r ----- — — ---- ----- O o t __ _ m rK W I I I I 11 I1 THIS IN Un4URSCREW CAN E I 14 FH SMS ' 0 { I I { 1 I { AWM2ANGLE DIRECTION 7( I { I PER( { ? CL o m I L_ ----- JI/2' - { u U Y� i I I.O.C.MBJ. { 1 a �vi 14 51dS { ; 1 I I I JJ 14 SS SMs I 1 1/2' I 1-1/2.O.C.MIN. PER ANGLE { 3 PER ANGLE { U)rn D 1 1 I 1-3/4•X 2'X 1/S'(FOR29YTUBE) 3/4'X 2'X 1/B'FOR ACUN TANGLE} LOCATION OF SCREWS CONIMCM ANGLES CUT TO FIT SNUG INSIDE TUBE TO TUBES WHERE ANGLES ARE NOT FR SNUG euro TUBE MutLXXNs. ANCHORS TYPE 'D' ANCHORS DETAIL #I METAL TO METAL CONNECTION 1/4'CA.ULTRACONS BY'ELCO' ULIRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. -MIN. EDGE DIST, MIN,EMBEDMENT m WOOD BLOCK 2-1/2' _ 1-1/4' a m u CONCRETE 2-1/2' 1-1/2' pp ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. .•. T .B CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ' PRMIH7rRBV1SW e WITH A.KAU-RESISTANT COATINGS,SUCH AS BITUMINOUS PANT OR .Oft wkbdo Fkdftd FIA.PE @•7088'2•. WATER-WHITE MEIHACRYIATE LACQUER. CA.11t.3¢38 BWWiRS Code No oq Mi>�i drawing no. U, M07-04 ' MIAM D:ADE MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/Rera/ ECO Windows Systems,LLC 9114 N.W. 106"'Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Ahura Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to.090"DuPont's PVB and glass type G3 is limited to Insulated Iaminated glass w/.090"Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0402.03 MuwEs�aoe couninr Expiration Date:July 19,2017 Approval Date: July 19,2012 �`�\� Page 1 ECO Windows S stY ems'LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-33579 HETI-12-3358, HETI-12-4003,HETI-12-4003 and HETI-124027dated 03116-26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours&Co.,Inc. for -their"Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/14/11 and 02-21-12 approved b PERA. Ishaq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 I/$'HEAT STREN'D.GLASS 3/16'HEAT STREN'D.GLASS .090'INTERLAYER .090'INTERLAYER BUTACITE PVB BY'DUPONT' IBUTACITE PVB BY'DUPONT' a j 1/8'HEAT STM-0.GLASS 1 r-3/16'HEAT STREN D.PASS SILICONE1111 I{ SILICONE I /—DOW CORNING 899 1 DOW CORNING 899 s 26 26 �� 14 \ \ I I M r I I 1 34 a SETTING BLOCKS AT LAM. GLASS REOD.FOR WIDTHS EXCEEDING 36'ONLY. NOTCH GLAZING BEAD LEG TO J CLEAR BLOCKS Q 8 GLASS TYPE 'GI' GLASS TYPE'G2' (3 1/8'TEMP.GLASS S/16'AIR SPACE 1/8'HEAT STREN'D.BASS .090'INTERLAYER W SATT&X 1110 BY'SOLUTIA' C �' 1/8'HEAT STREW).CLASS 31:SILICONE 8 M O_ S D CORNING 899 Z 26 ST.STEEL Z _m METAL SPACER a 15 26 v � �w 41 rn g t \ 4 I 39SIUCONE SERIES 800 i � ALUMINUM OUTSWING ENTRANCE DOOR // SETTING BLOCKS AT INSUL LAM. GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. g g LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION 1 i - RESISTANCE IS REQUIRED. oma THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •R REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). :c 19Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. r ANCHORS SHALL 8E A5 LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT, g7 IAv AH e PE EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. 'FC.4. V 2 S' n ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE •� h NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawEng no. 11 2-08 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �$z z w COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 39 3/4'MAX. 76"MAX. �y 8: FRAME WIDTH FRAME WIDTH HEAD& ANCHORS AT STILESENDS Z N n 3 (4)AT 3.O.C. 0 t2' 1Y 1 Y MAX. MAX. 5•MAX. MAX. CORNERS ` CLL HEAD/SILL ORNS A �� a 4 n CC II / ii �01(OPTIONS LOCK OPTIONS �===ttz=== 7 SEE SHEET � T �0 II / tp ly J Ol 7l C v1 Z Z ACTIVE I INUlC11VE i ACTIVE mw Ft Z r qt SURFACE APPLIED SERFAGE APPLIED7' 4 mi5 FALSE MUN7I IS OR um 28 15{18" FALSE MUNTINS OR 26 15/16' 28 15/18• }g� Q'� DECORATIVE CR{LL O.-Lon OPG. '� DECORATIVE GRILL D.L.OPG, D.L OPG. MAY BE USED MAY BE USED NOTE: 37"MAk 37'MAX EGRESS REQUIREMENTS TO BE REVIEWED LEAF Y6DTH LEAF WDTH BY BUILDING OFFICIAL. (x) (XX) 0 DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSP � SINGLE DOORS (X) DOUBLE(XX) NOTE: § DOOR DIMS. LAMINATED GLASS DOOR DIMS, LAMINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME LEAF FTiAA1E E%T{+) wT{—) FRAME LEAF FRAME EXT.(+) wr.(—) AND FLORIDA BUILDING COMMISSION WITH WIDTH HEKHr YnOrr1 WEAF ' HEIGHT DECLARATORY STATEMENT DCA05—DEC-219 " 39-3/4" 3r 98• 70.0 75.0 76• 3r 98• 70.0 75.0 m49 g< GLAss D.LO. DIMS. " D.L.O. HEIGHT a FRAME HEIGHT - 11.125' Erwy- AVA0 kUCCmL I D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" FLA 2 >; D.L.O. WIDTH (XX DOORS) m (FRAME WIDTH - 22.125')/2 JUN B 1012 drawing W12-088 sheet 2 of 9 M1 DESIGN LOAD CAPACPI'Y - PSF 148- 4,u SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS FRAME WIDTH :1 (SEE NOTE BELOW)SIDEUrrHEAD&SILL ANCHORS .N FRAME FRAME 1WTHOUT WITH AT STILE ENDS FRAME FRAME REINFORCING REINFORCING CLUSTER OF (4)AT 3"O.C. Z j WIDTH HEIGHT 12° (4)ANCHORS Q INCHES INCHES EXT.(+) INT.(-) EXT.(+) AT.(-) 3„ /`AT HEAD/SILL 12" F W 1 24 70.0 73.0 70.0 - 75.0 9'MAX F .I.� -' � 30 70.0 75.0 70.0 75.0 HEAD/SILL CORNERS SILL 38 82 70.0 75.0 70.0 75,0 � -�� 37 70. . 75.0 70.0 75.0 _ Q: 42 81.7 88.1 91.7 98.1 i I n as ro.a 75.0 70.0 73.0 30 70.0 75.0 70.0 75.0 39 86 70.0 79.0 70.0 79.0 37 70.0 79.0 70.0 75.0 42 81.7 98.1 81.7 89.1 24 70.0 75.0 70.0 75.0 30 89.8 88.8 70.0 75.0 38 92 84.1 84.1 70.0 79.0 �.., =___ __❑__ --b----- 1 37 83.3 83.3 70.0 75.0 24 83.3 93.9 70.0 79.0 X111r }� 97.8 S79 70.0 79.0ge m 3 -1 lt__-__ I 1 SSd 3s s3n " 37 52.4 52.4 70.0 75.0 it \ II REINFORCING AS REINS. _coot-=== ==�t===❑ I I TION�,ry La �. SEE CHART ii\ I i it SE ?r1EET A rlzl� Q on Z 3 I I _ INACT VE AcmE 3 z v SURFACE APPUED I °1g W rn g SIDEUTE WIDTH DOOR FRAME MOTH FALSE MUNTINS OR 32 3/4' 28 15/18' 28 iS/18" DECORATIVE GRILL D.L.OPG. D.L.OPG D.L OPG. MAY BE USED 37" NOTE: SIDEUTE S78 "MAX.MOTH LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH e LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. (OXXO) yip R1QAt did CLAS5 D.L.O. DIMS. m D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" � � g D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.438" o a c = 'Q Emr:JAVAD As MAD t c FIA PC¢TOS92 g saw NOTE: g = GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drowmg no. AND FLORIDA BUILDING COMMISSION JUN 2 8 2012 W l 2-08 DECLARATORY STATEMENT DCA05-DEC-219ji q Isheet 3 of 9 9/18"MIN. TYPICAL ANCHORS EDGE DIST29Y WOOD BUCK U V . lay OR {� i THROW BOLT— EDGE DIST. SEE ELEVATIONS WOOD BUCK !�^ PENETRATION �,� FOR SPACING SEE NOTE I STRU WOOD STRUCTURE METAL CTURE W N EDGE EDGE DIST. "t ; 0 25 F 1 �� & a 1J 33 I i 28 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q R I I SEE ELEVATIONS -SEE ELEVATIONS SEE ELEVATIONS 7 I i FOR SPACING FOR SPACING FOR SPACING ------------------- j�MIAMI-DADS COUNTY APPROVED�j Z .t �j SEE SEPARATEON �I O GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS w FOR SPACING a0 n i IS .j a W000 BUCKS AND METAL STRUCTURE NOT BY ECO 1+ANDOWS M e WMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMly Z AND TRANSFER THEM TO THE BUILDING STRUCTURE. g a In0:IQ W w� TYPICAL ANCHORS: SEE ELEV. FOR SPACING u 1/4" DIA 11L1RAf'01v Ry 'KLt=fY (F-177 KSI,Fy-185 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONIC, OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY aY O 1 TA 7 I I DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY j 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) r (B} 33 i i 28 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) o o INTO METAL STRUCTURES �c 8 9 i t STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) " J En t.JWAD AMMAD ,� •e o TYPICAL D DISTANCECryo• i FLA PE IMO CONCRETE AND MASONRY = 2-1/2" MIN. GaN. 55892 g �01�T. NTO WOOD STRUCTURE 1" MIN. TYPICALANCHORSINTO METAL STRUCTURE 3/4MIN._SEE ELEVATIONS e O drawing no. THROW BOLT FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN. JUN 2 8 2012 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. W12--08 sheet 4 of 9 �U W Ct 1/4°MAX. /'�� /\ 1/4'MAX. C�1 CONCEALED FLUSH BOLTS (1)1 yo SEAM �J LEVERS AT STILE FACE \✓ SHIM Z j TYPICAL ANCHORS .WOOD BUO( F W t SEE EL18 ACTIVE LEAF _ H FOR SPACING 28 13 24 °' •o.y TYPICAL AN04ORS '4 Q OgOgOq tyy� SEE ELEV. O w _ FOR SPACING 25 EXTERIOR 19 9 D.L.O. i4 f METAL STRUCTURE LEAF WIDTH - .. ._ SINGLE DOOR FRAME WIDTH SEE SHEET OPTIONSS y ' 1/4'MAX. W 1/4'MAX --LOO( OPTIONS SHIM VVI) Ono {/'�'�} SEE SHEET 7 SHIM, a CONCEALED FLUSH BOLTS E CONCEALED FLUSH BOLTS TYPICAL ANCHORS 3 LEVERS AT INSIDE FACE OF STILE LEPERS AT STILE FACE 2BY WDOD Z_ tt ffi SEE ELEV. WOOD STRU TUBE FOR SPACING TB INACTIVE LEAF ACTIVE LEAF NOTE 1 3 a OXx 28 13 28 2a `(g 25 23 o TYPICAL ANCHORS a SEE ELEV. Ig 9 D.L.O. 1t 20 D.L.O. FOR SPACING ig _ LEAF WOTH EXTERIOR LEAF WIDTH e DOUBLE DOOR FRAME WIDTH �a nyr.JAVAD aHMAD `� CRAI i FIA.PtC. 78592 S' n CAN. g, }` arawing no. DOORDETAILS JUN $8 212 W122-a8 sheet 9 of � TYPICAL ANCHORS SEE ELEVATIONS .EDGE IST. FOR SPACING N b, z $ t Q a a IL V1 GLAZING OPTIONS REINFORCING SEE MEET i O @t2 SMS t8 AS READ. �+ H ENDS 10 SEE SHEET 3 t/a'MAX. AT S'FROM m SHIM.., AND I1'O.C.MAX y t` is 1 26 t8 0:!s s 1 1 TYPICAL ANCHORS, L- SEE V. FOR SPACING z3 to i8 29 c D. 19 8 D.LO. CE _ a aA EXTERIOR I SIDEUTE WIDTH DOOR FRAME MOTH Q m 2 UNIT FRAME MOTHGo M a 1..r.�11r+wrAN F.PE ""Jd$2 yg M ,a3s v . NJ �SL.T •Un4K $ 7t a v v v \v e tl dMwmg no. EDGE 01ST, .—TYPICAL ANCHORS ZQ' SEE ELEVATIONS FOR SPACING SIDELITE DETAILS sheet 6 of 9 LTBM{) PABT B RE$D. DESCRIMON MATERIAL MANF./SUPPLILR/REMARHS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T8at a 3 E80.3 - DOOR FRAME JAMB 8063-76 - Z 4 E604 __ SIDELITE TOP&BOTTOM FRAME 6083-T6 - W 4A "-• E628_ SIDELITE 9'BOTTOM FRAME 6063-TG 5 E605 - SIDEUTE FRAME JAMB 6063-1`6 - 7� 6 E606 - SIDELITE SUP ON JAMB 6063-TB - t° 7 E507 - LEAF TOP&BOTTOM RAIL 6063-76 - -._ ... 7A EMS - LEAF 9'BOTTOM RAIL 6083-T6 8 EW8 - LEAF W'STRIP ADAPTER 6083-76 9 E009 - LEAF HINGE STILE 8063-16 10 E610 - LEAF LOCK STILE 8083-78 - S S� C 11 E611 - LEAF ASTRAGAL STILE 6083-TB 12- E812 - __ LEAF ALM•NME_NT BRACKET 6053-T6 - yJ j --13 _ - C613 - LEAF CLAMP ^- 8063-T6 _4-1/4'LONG t 13A E513 - HINGE BACK-UP PLATE 8083-4 12'LONG_.._- oil] 0 14 E614 GLAZING BEAD(5/16•LAM.GLASS) 6083-T8 14A EtO9 - GLAZING BEAD(7/16'LAM.GLASS) 6083-T8 15 E615 - GLAZING BEAD(INSUL GLASS) 6083-T6 - V 18 E816 - SNAP COVER 8083-TB - Vl A 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REOD. SIDELITE MULLION REINFORCING BO0-T6 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. g 7{ 20 FBI202 - FLUSH BOLT LEVER - SUWNAN&ASSOC. LOCKS 21 FSM14SS - CONCEALED FLUSH BOLT ROD ST STEEL SUUNAN&ASSOC. W '` OPTION o1: 22 012 SMS AS REDD. FRAME ASSEMBLY SCREWS _ _ NP� ACM LEM 23 012 X 3/4- - HINGE INSTALLATION FASTENERS - FH SIS to C 4 POINT LOCK ASSEMBLY DLOI-6007 BY INTERLOCK USA INC.' 24 - - 3/8.OA,THREADED ROD STEEL - g!� (2)LOCKING POINTS ENGA(ING AT INACTIVE LEAF 25 W11323 - PILE W'STRIPPINO - WOOL ULTRAFAB Z 3 Li $ 1/2-DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 00618-KN-3020 - BULB W'STIOPPBNC SANTOPRENE EPDM 2!6 AT HEAD AND SILL . ..... THROW BOLTS ATTACHED TO LOCK BY 3/8-CONNECTING RODS 27 11D8 - GLAZING BEAD BULB SMRICONE FRANK 0 Q� LOC(LOCATED AT 42-1/2-FROM 60TT(%d 28 - CLASS SPACER SILICONE FRANK LOWE RUBBER CO. ..•_ W W nJ INACTIVE ICAC. 29 E822 - FLUSH BOLT CUP NYLON - 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' 30 DLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2-CIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL 33 010%3/4' 2/ADAPTER FH SELF DRILLING SCREWS - THROW BOLTS ATTACHED TO LOCK 8Y 3/8'CONNECTING RODS LOCK LOCATED AT 42-1/2'FROM BOTTOM 34 _ 2/LITE SETTING 8IJOCK, 1/4'X 1/2'X 4-LONG EPDM AT 6'FROM EACH END, DUROMETER 65*5 35 - 2/LTTE SETTINO BLOCK. 1/4'X 3/4'X 4-LONG EPOM AT 6'FROM EACH END,OUROMETER 65t5 OPTION &2: ACTIVE LEAF: ' VIt CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY'KVAKSEI-LOCATED AT 39-1/4'FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTERIOR THROW BOLT LOCATED AT 44-3/4-FROM BOTTOMALL MOREHEAD JM5504 SEALANT. CONCEALED FLUSH BOLTS BY'SULLIVAN&AS=* o c 1/2' X 2-THROW BOLTS ENGAGING FRAME AT HEAD AND SILL ?� MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGES. o a LOCATED AT 10-5/8-FROM TOP AND BOTTOM C--� LOCK FASTENED TO STILE PATH(2)08-32 X 1/2-FH MS 3-1/2_X 7-5/8'%.122-THK. EXTRUDED ALUM HINGE S - PART 0FD-107 BY SULLIVAN&ASSOC. I PTNF.I EAE; En r JAV LRAO n 9 Imo' 3 HINGES PER LEAF e CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' BOTTOM HINGE AT 10-1/4'FROM BOTTOM 9 CIVIL i 'w 1/2'X 2- THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4-FROM TOP F LA. N 9 70592 HEAD AND SILL CENTER HINGE AT MIDSPAN (38.O.C.MAX.) X838 § �, MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH 010 X 1-FH SMS y OF LEAF STILE LOCATED AT 10-5/6-FROM TOP AND BOTTOM (5)SCREWS AT HINGE STILE - LOCK FASTENED TO STILE WITH(2)08-32 X 1/2-FH MS (6)SCREWS AT FRAME JAMB drawing no. NOTE: LOCKS MUST BE ENGAGED DURING W12-08 PERIODS OF HURRICANE WARNING. sheat of 9 4000 �--1.750-moi �� .sts h-.394 '130 ��078 1 .625 .803 -colla=.ct45 .803 090 .803 .045 N 7.825 .078 'A------ I 4.031 1 -*-II7.047 1.047 1.172 4.750 •�--2082•-tel t4 GLAZING BEAD GLAZING BEAD is GLAZING BEAD 5/18'CLASS 7/78'GLASS MSUL.GLASS u t DOOR FRAME HEAD/SILL n tsm� p---a.000-------q t.5o7-I �w� I I 7 LEAF TOP/BOTTOM RAIL dJ g 1.625 4.719v. LLZ�s 078 T 3.719 .ole Q 4.781 .678 1.750 7.507 �. a250 1.500 7.531 Jit 4.000 s LEAF HINGE STILE �YqL .082 1.569 5000 w t•7� a.a6o 6 LEAF W'STRIP ADAPTER -� -.094 p� RnY6�;1CJtik- Z $�M c h SIDELITE TOP & BOTTOM FRAME 7.790 7 I= 7.750 d st2 442 , Z ZL 2681 l �9 329 - I i IF I 678 ' ,078 7A 9" BOTTOM RAIL 1 0:ro iz w of d 7.872 to LEAF LOCK STILE t.so7� LEAF ALIGNMENT BRACKET 756 � �. FRAME COVER 5•� 287 F .078Jp-.379 d .129 1.750 2.081 O L t 97 1.507 1.574 .129 3.787 _ 'SIII_ 1 I I 3.719 ,078 .154 4� .1_I 4.000- $ Q3 LEAF CLAMP - L= is SNAP COVER 01 LEAF ASTRAGAL STILE 900o HINGE BACK-UP PLATE v1 c 11281 �1.9004 - '625 F.719 I •719 SIDELITE MULLION REINFORCING ° 078 n r �,: AD AHMAD 8 CIVIL 4,L a.000 t.628 4.188 CANFLk.��2 g � 2.097 � 1.507 .078 q 202 drawing no. L -_� (� 4.000 JUN W 12-1 (3) DOOR FRAME JAMB SIDEUTE FRAME JAMB SIDELITE 9" BOTTOM FRAME (e) SIDELITE SLIP ON JAMB sheet $of 9 22 �� 8 ro � Z DOOR FRAME CORNER ?I N� SIDELITE FRAME CORNER SIDEUTE SLIP ON JAMB CORNER �QwMi S o If !2 FLX K f tin vz - r �r G< .npr.JAYA¢AHAfA M '•� C.A. VOM �` tk drawing no. 22012 LEAF CORNER IM1I12-08 sheet g of g) MIAMNDIADE MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)31_5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %yw-miami4ade,w4aonomv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series SSS 3500"Aluminum Storefront System-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-3500-LM, titled "Series Storefront System Details - LM", sheets 1 through 10 of 10, dated 10/05/12 with the latest revision dated 01/08/13, prepared by manufacture, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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 Jaime D.Gascon,P.E. NOA No.12-1005.01 Expiration Date: January 17,2018 AP ROVE�J_ t,lol�sj Approval Date: January 17,2013 Page 1 . r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-3500-LM,titled"Series Storefront System Details-LM", sheets 1 through 10 of 10, dated 10/05/12 with the latest revision dated 01/08/13, prepared by manufacture,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 Tests, per ASTM E 547-00 (2009), ASTM E 331-00(2009)and FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20394 6) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked--up drawings and installation diagram of storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137,dated 12/10/12, signed and sealed by Marlin D. Brinson,P. E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of storefront system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7208, dated 01/04/13,signed and sealed by Marlin D. Brinson,P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2010,prepared by manufacture,dated 12/17/12,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11 exp' . g on 01/14/17. (Z I C=:�i��- Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 12-1005.01 Expiration Date: January 17,2018 Approval Date: January 17,2013 E-1 r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed,ASTM D395B 22 HRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by manufacture, dated 10/04/12, signed and sealed by Anthony Lynn Miller, P.E. 2. Laboratory compliance letter for Test Report No.'s FTL-7137, dated 12/10/12 and VU-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D.Brinson,P.E. 3. Proposal issued by Product Control,dated 10/05/12, signed by Manuel Perez,P.E. G. OTHERS 1. None. Jaime D.Gascon,P.t. Product Control Section Supervisor NOA No.12-1005.01 Expiration Date: January 17,2018 Approval Date: January 17,2013 E-2 GENERAL NOTES:SS-3500 IMPACT RATINGIMPACT-RESISTANT STOREFRONT SYSTEM ALL OWN,ROUND OR ANGLED,ALLOWED. SEEBL TAES 3&4,SHEET 5&6.FOR RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE ANCHORAGE TO BE AS HALF-ROUND SHAPE. CLUSTER ANCHORQUANTITIE8 MISSILE IMPACT RESISTANCE REQUIREMENTS OF THE FLORIDA BUILDING CODE,NCLLDNG THE HIGH VELOCITY REINFORCEMENT,SEE SEE TABLES 7&8, HURRICANE ZONE(HVH4 1 E%.2 SEIEET S FOR TABLE 8,SHEET 9 2)SHUTTERS ARE NOT REQUIRED WHEN USED N WND41ORNE DEBRIS REGIONS. ! MID-PANEL ANCHOR 3)USE ONLY APPROVED FASTENERS PER TABLE 1,SHEET 2.MATERIALS USED FOR / QUANTITY 86'WIDTH ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY B,SHEET 3 UNITS(CMM AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 1,SHEET I I I FOR ATTACHED DOORnRANSOM 2 FOR!TROUT=F6LED CMU.ANCHORS WERE EVALUATED WITH ONLY THE CELL nI I lk I lit I I SEE SEPARATE RECEIVING THE ANCHOR FLED, \ u n 1,I -- --- APPROVAL. 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICKARE TO BE CONSIDERED 1X MAX . 7111: NSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO MN 4'LENGTH OF AX.O.C.SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-V2'THICK OR GREATER.IX AND ANCHOR CHANNEL D I 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO PART 0 7,REO.AT ii 114-11r j // SHEET It I ------- THE STRUCTURE.WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF ALL ANCHOR II MAX.DLO II //f 4 II --------- THE ENGINEER OR ARCHITECT OF RECORD. LOCATKNJS N 11 t------- 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING CURVED HEADER E It ---------- it II II _ I I STUCCO.USE ANCHORS OF SUFFICIENT I7yABFDMFEMAB SPECIFIED ON TABLE 1, MU LE HORIZONTAL II n II - MULMONSAULOWED II SHEET 2.INSTALLATION ANCHORS SHOULD BE SEALED.ALL FRAME JOINTS MUST BE SEAM-SEALED.OVERALL SFALNGIFLASHING STRATEGY FOR WATER RESISTANCE OF MAX 6'FROM START SHEET / ii / ii if t I CONTENTS INSTALLATION SHALL HE DONE BY OTHERS AND B BEYOND THE SCOPE OF THESE OF BEND a It It I SHEET INSTRUCTIONS. HEIGHT 3 ii it ii I I GENERAL NOTES............__.....«.1 u I u i I ELEVATIONS«.«.._..«...««.............1 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT ti / ii it t ANCHOR TYPES.................«......2 FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. �— u I 11 I GLAZING DETALLB..._.....««_.....«.2 WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RES18T LOADS SEE O.C.SPACING II ti / it n - I VERT.SECTIONS._....«.««,.....-....3 IMPOSED ON THEM 13Y THE WINDOW. r-====- ON TABLES 5&6. II II II III I HOR2 SECTIONS......._....._........4 SHEET 7 A I I A u 1111 t HEADISS.L.ANCHOR DP.«............56 7)DESIGN PRESSURES: tl A SHEET it / ti U I JAMB ANCHOR SPACING......_.....? NEGATIVE DESIGN LOADS BAKED ON STRUCTURAL TEST PRESSURE.FRAIL L— n 4 n I MID6PANEL ANCHOR OTY.«««.....6 ANALYSIS AND GLASS PER ASTM E130D,SEE SHEETS 2,5,6&9. It ❑ / II I MULLION OP....«.«..«....___........9 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST 11 56.1!4' a tt I .. u u n EXTRUSION PROFILES.».............10 PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300,SEE 8H[fT3 2,6,8&9. n MAX.DIA n C n ILL C II II 18HEEI' II PARTS LSTlCORNER DETAl1.S...10 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN D!'c810NEDTORESIST THE � n u q n ------ WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1/3% ii I tl STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.T14E 1 a S*MAX' IIa LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. _T----- g 9)DISSIMILAR MATERIALS THAT COME INTO CONTACT,INCLUDING PRODUCT FRAMING, HEAD SIM6.AR 3-7"'MAX. — SEE TABLES 3&4. ANCHORAGE AND OPENING SUBSTRATES,SHALL Be COATED OR PROTECTED TO FOR 8'MAX. SEE TABLES 7&8, SHEET 5&6.FOR -- PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA 13UILDNO CODE RECTANGULAR. SHEET 8 FOR ANCHOR 10)REFERENCES:TEST REPORTS FTL-7137&7208;ELCO ULTRACON NOA;ELCO TRAPEZOIDAL, ANCHOR QUANTITY QUANTITIES. CRETEFLDX NOA;ANSYAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM EYEBROW OR DESIGN MANUAL. SIMILAR CORNER INSTRUCTIONS: ASSEMBLIES TYP.ELEVATION OF 1)DETERMINE THE SULLDING'8 REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD.THE PRODUCT'S DESIGN STOREFRONT SYSTEM PRESSURE MUST MEET OR EXCEED THIS VALUE. �P)yNSq. 1)y 2)DETERMINE THE ANCHOR TYPE FROM TABLE 1,SHEET 2 \ / R wwdDote: 3)DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2.SHEEM. /4F� �' ReHaton: 4)DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO ANCHORAGE FROM TABLES 3 OR 4,SHEETS 5-6 BASED ON YOUR Revised By. Dote: SHIM SPACE,ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE. Z *' N0.58705 _ 6)JAMB ANCHOR SPACING IS GIVEN IN TABLES 5&6,SHEET 7 AND HAVE BEEN CALCULATED FOR THE PRODUCTS MAXBAUM OR '0:�. ® tlesMptton: tbaxn Dy: 8}DETERMINE THE MID-PANI1 ANCHOR QUANTITIES FROM TABLES 7&8,SHEET S. �� ! 8'!3 •'. ELEVATION J ROSOWSKI STATE OF ;�� 1070 TECHNOLOGY ORAE 8tle: PRESSURE RF THE WINDOW FROM TBABLE 9,81�EETO T S.ANOTHER WINDOW THROUGH A COMMON MULLION.DETERMINE THE MULLION DESIGN �''.��SSI��...... ��j``: N p ONI BOX 1529 75 STOREFRONT SYSTEM DETAILS-LM 10/05/12 ,,PONA�e \ NOKOM15, FL 34274 Se es/Model: Scute: Sheet: Drovng No. Rev: 8)THE LOWEST DESIGN PRESSURE FHxoa/3.4&8 ABOVE,SHALL BE USED FOR THE ENTIRE ASSEMBLY. a LYNN MILLER,P.E. CERT. CF AUTH. (x29296 55'.3500 NTS 1 OF 10 MQ-35WLM RO P 687 TABLE 2: 2W LA%"TW -..1 Window Wall Glass Capacity(psf) Window Wall Glass Capacty(psf) CLASS STACK 114•MEAT- �AK IM HEAT- tl4•ANNEALEO STRENGTHENED STRENGTHENED GLASS GLASS GLASSNominal Dim. peal Nominal Dim. GiauT a 114'HEAT. 1W HEAT- Frai eYWdth Emma)(el9ht A B C D E F Frame width Freme"04M A S C 0 E F .090•SoP IWANNEALED .090• STRENGTHENED 'OBO'SGP STREPIOTHENED 241n 110 no 1200 no no SMT 24Fn no Hao Mo BOA ffio Mo 1- GLA>33 � G1.aes 42 G9<a8s 30in no n0 Mo 90.0 no 1Mo min Bao ffio Mo 900 n0 Imo 36in Bao 80o 7200 Bao n0 Mo Mm ffio no 1200 90.0 ffio Mo 3WGLASS 41 40 3W GLASS 41 3WOLASS 41 Qin no no Mo no no IMO @m ]Mtn SD•O ffio 1200 SBA no IMO BITE SITE 40 BRE 40 4Bin 7110 no ffio Mo Sao not Mo 48In Mo 3M0 541n a9A ffio 120.0 no 0A I00 541n 200.0 Mo 30 30 90 Min B24 MO =0 MO Hao IMO Win 200.0 1000 F GLASS TYPE A a GLASS TYPE B a GLASS TYPE C 6610 Mo )2011 66in IOQO 10120 , 711.. 7200 IMO MIA 90.0 no ]ffio me Mo ]ffio 2410 90A HOA IMo MO no 7200 mi. 940 ffio 720.0 no 00 1200 96in no n0 Mo 900 Bao 1200 BOM �.o no 12a0 90.0. eo.0 1200 1.9HFri.(4. t.sne•I.a 35in 110 ffio IMO n0 no 100 421n 114 In 0 SMO t.1He'1.0. &16•W]µ07® 0LA4S STApG eH8'WFaNA7n 0LA63 STAC3C 43m ]Mo Mo. 671GLASSNAIEp 01A6S 6TAgC 4210 90.0 Mo Mo Saono Mo Mo GLASS STAcx �- oLABB e7AaG � GLASS HE 49I0 761h 90.0 80.0 1200 90.0 840 100 5410 100.0 1040 WHEAT. 1f4'HEAT- Min 823 ffio 1MA no no 100 ®m 100.0 100.0 WANNEAL® STRENGTH ENED STRENGTHENED Win 770 ffio Me SL1 no Mo 24In WO no Mo 90A SOA 12W 7J18•AIF�ACE 7H8°AIRBPA(� GLASS 171"16'AIRSPACE 6610 110.0 1200 90tH AA Bao 1200 940 no =0 �. IWTEMPER® , 1/4'TEMPBiEO .gyp-SGS 114*TEMPERED 7210 720.0 ]ffio 3610 900 ffio 1200 90.0 80.0 ]0A QIhBu IWTE "GLASS Soto 940 840 7200 90.0 80.0 ]00 �1° amu' IMO 1M0 i 42ffiin ma 700 Son no 100 4820 �.0 ]MO J.36ht no ffio IMO Sao no 1Mo 8410 100.0 10a0 314'GLASS 3W G•L SS 3f4.OLASS431a 90.0 ffio IMO no a" 7200 om e9,s SITE 41 40 SITE 40 B� CF 46111 B4{n 831 80.0 120.0 900 8DA 72002420 Sao ffio Inc 90A ffio 10tHSao Bao 7200 Sao no 1200 31 3154111 7S3 80.0 1200 85.9 T- 1200 47 47 Win 7200 1200 96kr �� me no lMo no ffio ]Mo E� GLASS TYPED I TYPE E a GLASS a61n 3M0 12011 42111 IMA 1200 72111 Mo I I100.0 4BFn 1060 ]Sao 2410 Mo no 1200 no Bao Mo Mo TABLE 1: 30]11 MO 80.0 7200 no 80.0 1200 2416 9D.0 =0 1200 Sao ao 1200 MnR MIH. Mb. NOTES: 381n Sao Mo Mo n0 no Mo 90tH 90.0 800 7200 9o.0 no SMo TypeAnChDescription SubSttate Edge Embe& 0.r- ain 904 an IMO 900 MO 12D.0 961. >wln 7200 IMO Tree Dstnce ffffd OBtnce MMM UMOF 3 MUST�A 4810 90In n0. 80.11 IMO 8S6 BOA 1200 4220 ]Mo 220.10 R4-alae!.,410 SS BEYOND ANY METAL aeon 200.0 1oa0 A S.Pb1e 1" 1378 +° 5410 1200 lao 9420 200.0 Ino SMS SUBSTRATE. Win IMA 1200 014 Steal a 410 SS 118'608375 ]num 8' + 6616 20DA 2000 2410 900 no 220. oA 0 9ffio MoB SMS tG k81 2)ANCHORS INTO 7210 100.0 100.0 9oin 940 •ffio =0 900 no 1200 285 kal Comae 2112' 1.3x8° GROUT-FILLED CMU OR 24in Sao Mo Mo 90.0 no I= 1820 198tH =0 Iwo HOLLOWBL.00KAREONLY 4220 ]00.0 100.0 114,Steel Grout-FiledCMU' 2.1@` 1.314` 4` APPLICABLE.FOR THE 301n no Bao 100 90.0 BOA 1200 4820 200.0 1000 C Ho8m9 BlodP 2.112' 1•V4` 6` JAMBS. 3610 Sao BDA ]ffio 1 110 1 110 I 100 2n SpA ffio 1200 90.0 110 ]20.0 V4'41083 U�@FIeX Hollaw BIoCM fur 1.114° 41n 860 80.0 Mo no ffio 100 1oM n .. Mo IMO MO no 1200 &grateµ bcon o�01B lack 3)ALL ANCHOR HEAD TYPES 461n 97.75 Fn 736 ffio 700 Bat ffio 1200 36n 144in 7200 1200 1/4'410 SS 3.35 kSl C=Me 2-Ur 9 4° 3° ARE ALLOWED. S41n IMA 7M0 4220 1 2060 D 3.52kslOunaete 3118` 3- 6616 7200 IMO 4820 ]110 1000 5118'SteµUttracon 66111 Ino 10Grout-Pled •SEE SHEET 1.GENERAL Yr targe a 3 kat a 3° 1-112° 4` NOTE 3. R 7120 100.0 70.0.0o E W Tapeon Hoar Block' Soto9110 ffio IMO 940 110 1200 30111 ou Boo 100 no no 1240 36 In BOA Mo 1200 ffio 110 Mo uBm S.tL3� 4am toxin an 800 I�M06 90.0 no ��0`yl LYNN""1%, 0.e 0.r Date., 841n ]ffio IMO `��'��;•'�tCENS�'••`F•p 6DM 100.0 100.0 Q:' R-fre 6y: Die: Recision: Min 20110 10.00 `*• No.58705 ® Description. GLAZING DETAILS J ROSOWSKI IF COMBINED WITH STOREFRONT ENTRANCE :�0 '•, 3 � :�� 1070 TECHNOLOGY DRIVE Roe: re: DOOR(SEE SEPAIiATEaPPROV/LL.�THE LESSER �,��'•.,;0GOR16?;.•' �`.` N.PONIC�XF159275 STOREFRONT SYSTEM DETAILS LM 10105!12 DESIGN PRESSURE VALUE OF THE DOOR OR is o NOP.D. B FL 34274 STOREFRONT SYSTEM SHALL BE THE DESIGN '7rfS10NA�- So4se/NOdsk 5cole: weer. Or0wIn4 No. Ren PRESSUF�FORTHEENTIRESYSTEM. AL4FlrJdALL�ERPE CERT. OF AUGH. #29296 SS-3500 NTS 20 F 10 AAD-3500-LM RO P.EO 5111 CONCRErErCMU INSTALLATION REQUIREMENT DIST. CPE�RANC ORU EDGE OPTION REQUIREMENT DIST. - INSTALLATION dI+ ANCHORS DIRECTLY ? -1 2X WOOD SUCK EDGE APPROVED MULLION, INTO MASONRY. d4kTANCEPER MBEDMENT p. EMBEDMENT OR FRAMING DIST. EDGE �„I ALUMINUM,STEEL DST, FRAMING OR STEEL STUD SEE TABLE 1, .SH M EMBEDMENTSHEET 2. 1XWOOD112'MAX SHIM 12'MAX.SH84 1/2'MAX.SHIM BUCKSTRIP,EXTERIORSEE NOTE$THIS SHEET. f EXTERIOR EXTERIOR HORTYPE, TYP.ANCHORT�. TYP.ANCHORTYPE, TYP.ANCHORTYPEENTAND EMBEDMENTAND ANCEPER EMBEDMENT AND _EMBEDMENT AND ELESEDGE DISTANCE PER EDGE DISTANCE PER LIGHT SUBSTRATE,SEE SUBSTRATT SEE SUBSTRATE,SEE SUBSTRATE.SEE HEIGHT TABLE 1,SHEET 2. INSTALLATION TABLE 1,SHEET 2. INSTALLATION INSTALLATION TABLE 1,SHEET 2. TABLE 1,SHEET 2. 40 42 `J 5 OPTION OPTION OPTION 2 I STALLATIONANCHORS INSTALLATMANCHORS INSTALLATION ANCHORS THROUGH 1X BUCKSTWP INTO2X WOOD. DIRECTLY INTO METAL INTO MASONRY. FRAME TYP.ANCHOR TYPE, HEIGHT EMBMME14TAND EDGE NOMEW DISTANCE PER SUBSTRATE,—� C LENGTH ANCHOR SEE TABLE 1,SHEET 2 CHANNEL AT INSTALLATION 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS•FOLLOW ANCHOR.SEE SHEET 1 EMBEDMENT.EDGE DISTANCE AND SUBSTRATE REQUIREMENTS 7 FOR REQUIRED LOCATIONS PER TABLE 1,SHEET 2.ANY INSTALLATION OPTION SHOWN MAY 31 BE USED ON ANY SIDE OF THE WINDOW.ALL ANCHOR HEAD TYPES ARE ALLOWED. 2)ALL WOOD SUCKS LER THAN 1-112'THICK ARE TO BE EXTERIOR OPTIONAL CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE LAMa GLASS TVP.ANCHOR TYPE OPTIONAL.UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. � � WOOD BUCKS DEPICTED AS 2X ARE 1-1/T THICK OR GREATER.IX EMBEDGE DISTANCE PER EXTERIOR AND AND 2X BUCKS WIEN USED)SHALL BE DESIGNED TO PROPERLY EDGE DISTANCE BEE TRANSFER LOADS TO THE STRUCTURE WOOD SUCK DESIGN 41 TABLE 1,SHEET 2 G7 06 X 14W OUGLE44EAD AND INSTALLATION IS THE RESPOKWILITY OF THE ENGINEER OSMS,2-1/2'FROM EACH OR ARCHITECT OF RECORD.MAXIMUM SHIM THICKNESS TO BE END&13.11r MAX O.C. AS REQUIRED BY TABLES 3$,SHEETS 58. REQUIRED AT 3 EACH ANCHOR LOCATION VERTICAL SECTION E-E AX--d aa atm CURVED FRAME MEMBER ONLY BtmW&G r ' iSS !)ate �"+t 1/2'MAX 8HRA `,\ LYNN 'r / Reused 8y: Dot.: ReWsiaa: NOAO P Connor ,.YNN M,(R INSTALLATION CENSE' A OPTION �` * ReAled By. Dat.: Rapsan: INSTALLATION '_ - EMBEDMENT 58705 ANCHORS DIRECTLY No. _ INTO MASONRY. ® De.arwen: Drawn Dy: CONCRETEJCMU =.o';�" 19,t3 'w� VERTICAL X-SECTION J ROSOWSKI PERANCHOR > DIST. STA OF ;•�W� 1070 TECHNOLOGY DRIVE rale: Dae: REQUIREMENT �;D�•'••. FcoRLOL".••'•G'�: N. VENICE, F_ 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 VERTICAL SECTION B-S '; s910 \ � NOKOMIS,0 FL 1529 1 34274 series/moda<: Scale: sneee: Dr.wlag ao. Rev: P CERT. OF AU?H. #29296 SS-3500 NTS 3 OF 10 MD-3500-LM RO INSTALLATION INSTALLATION APPROVED MULLION, OPTION OPTION ALUMINIUM,STEEL FRAMING INSTALLATION ANCHORS INSTALLATION ANCHORS OR STEEL STUD.SEE TABLE DIRECTLY INTO MASONRY. IW NUT&SOLT.24•FROM DIRECTLY INTO METAL 1,SHEET 2. EMBEDMENT STEEL REINFORCEMENT.�'� _ EACH END AND 24'MAX O.C. --� ---- 24•FROM&EACH 'T— 3 SEE SHEETS 9&10�,� Iw NUT T TYP,ANCHOR TYPE, I ----, ENDAND24' EDGE DIST. t,°' • 8 EMBEDMENT AND EDGE DIST. I r , I MAX O.C. EDGE DISTANCE PER 1• I, I °• 31 SUBSTRATE,SEE FOR ATTACHED DOOR. TYP.ANCHOR TYPE. + 40 OPTIONAL TABLE 1.SHEET 2 ' I , I SEE SEPARATE APPROVAL LAM=04L 3 f I It L__ .� EMBEDMENT AM .-° 30 I II"�I 1 EDGE DISTANCE PER SUBBTRATE,SEE TAKE 1,SHEET Z \ t i j ------_� CONCRETEUCMU 1 _-------� PERANCHOR REQUIREMENT '° �— VISIBLE LIGHT WIDTH --rl 42 41 M(TEWOR 1 I 1 EXTERIOR 2 1 I-I i L1-----.12 =__------ ° . I FRAWWIDTH 1 V ------ fir------------ 12'MAX —I HORIZONTAL SECTION A-A EXTERIOR 'n'mAx SHBn IX WOOD HORIZONTAL SECTION C-C EMBEDMENT NOTEZT I BEE i I NOTE 2,THIS SHEET. I I NOTES: ALUMINUM i i 1)USEONLYSUBSTRATE =--— --------� EDGE DIST. °I`• • S ENFORCEMENT,HEETS 9&10 4 I APPROPRIATE ANCHORS,FOLLOW , r •.}•. INSTALLATION I 1 EMBEDMENT,EDGE DISTANCE AND i i �l i VISIBLE LIGHT FORMULAS 111 SUBSTRATE REQUIREMENTS PER n -_- OPTION I 1 -,,,�J•,j}} x , FRAMEWIDTH -5-li TABLE 1.SHEET 2 ANY INSTALLATION I I�""1"""� n i FRAME HEKt1il'-S1J2• TVP.ANCHOR TYPE. INSTALLATION ANCHORS OPTION SHOWN MAY BE USED ON ANY j i i I I d II THROUGH 1X SUCKSIRIP SIDE OF THE WINDOW.ALL ANCHOR EDGE DISTTANNCE PERINTOINTO MASONRY. HEAD TYPES ARE ALLOWED. 1 � ABLESUBS1,S EET 2. 2)ALL WOOD BUCK LESS THAN I-IPP TABLE 1,SHEET 2. THICK ARE TO BE CONSIDERED 1X INSTALLATION3.1X WOOD BUCK ARE •. OPTIONAL UNIT MAY BE INSTALLED CONCRETFJCMU ° DIRECTLY TO SUBSTRATE WOOD PER ANCHOR EXTERIOR , J 1 , '^ BUCKS DEPICTED AS 2X ARE 1-IPV' __= REQUIREMENT THICK OR GREATER.1X AND 2X BUCKS EXTERIOR I -----_J 1 • ;. WHEN USED)SHALL BEDESIGNED TOL________________.I PROPERLY TRANSFER LOADS TO THE J FOR ATTACHED DOOR Ire MAX.SHIM STRUCTURE.WOOD BUCK DESIGN TRANSOM.SEE ALTERNATE AND INSTALLATION IS THE SEPARATE APPROVAL EMIIEDMENT I+ REINFORCEMENT RESPONSIBILITY� OR HORIZONTAL VARIES PIK DESIGN SHIM THICIOVSS TO BE AS REQUIRED PRESSURE RL�IUIREo,SEE BY TABLES 3$SHEETS SECTION D-D TABLE 9,SHEET 9.F-1 EDGE DIST. TAKE ascMnplg3tg�vIW the AAtttllll INSTALLATION �\ V , Revised By: Dote: Rwis+on: o TYP.ANCHdiTYPE, . y ,.......,, F EMBEDMENUTAND OPTION �` o� Etass ''•R EDGE DISTANCE PER INSTALLATION ANCHOR '\?T' '•.'* SUBSTRATE,SEE INTO2XWOOD. Q4•' T05 RamadW. Dot.: Revision: TABLE 1,SHEET 2. 2X WOOD Bust a' 2, �-` ® HORIZONTAL X-SECTION J ROSOWSKI EXTERIOR :� 9'ggr .',`� OR FRAMNO ,t� �i�Qom'•.,,FLO�Op'•'��+ 1070 TECHNOLOGY DRIVE 711.. Gate: N VENICE, FL 29 STOREFRONT SYSTEM DETAILS-LM 10/05/12 ..� �,. ''��`SSIQNP� P.O. BOX ,sea IPP MAX.SHM1 ''/llll lllttl�� NOKOMIS, FZ 34274 Seriea/Mod.t: Scute: Sheol: Wa,nng N.. Rev: ALYt3.1 M&LEH'P.E. CERT. 017TH #29291 SS-3500 NTS 4 O 10 MD-3500-LM RO P.E6� TABLE 3: rC rC Window Wall Mullion Head/5111 Anchor Cluster LOW Cap3dry(psf) Window Well Mullion Head/SOI Anchor Cluster Load Capacity(pst) WIDTH 2 I+ (1/4"M610mumWmSpaw) (1/4'MaawWm 9ft Sp6t41 -I WIDTH Noetbe]I DIM And?W "A" Andmr 'B" Miler Y' 4ndtot 'D' AW--W - "P Non*NDIM Ar"1mt 'A' Artdtm 'B' Ardlar "C" MtchW 'D' Frarrm Frame Frame Frame jj Imme 1-.M Wdth A2 A3 m 62 1U 84 G C4 C4 M 03 04 E2 E3 FA WMtlt Hal A2 M A4 82 63 80 C2 CB CA 02 03 W E2 EI W n 2410 120.0 120.0 120 110.0 1200 me 120 Imo 120.0 170.0 IMO IMO Me 1280 1000 241n 118.0. 170.0 1740 IMO ]MO 1200 120.0 2200 HOD Imo 120.0 IMO 1200 Ii 3010 120 1860 1200 120.0 170.0 MO 720 120 1240 MO 1200 MO 3M0 100 1000 31n 97.7 120 1M0 MO 1M0 1000 MO Me 1240 IMO IWO Me 120.0 120 =0 I� s81n 1000 220.0 1200 MO 1000 IMA MOO 170.0 IM 1000 IMO 120 12o 361n 841 120 120.0 100.0 3200 1m0 120.0 MO MO IMO 1100 Me SMO 120 mo 421a 110.0 =a me me 1260 170.0 120 120 1Ma 120 1740 =0 120 120 3100 421" 206w 746 221.9 340 120 120 120.0 IMO =0 120 120 1100 120.0 0 1200 120 HEIGHT � II .4810 7210 11&4 =0 120.0 1260 MO MO MO 120 120 1360 IMO 1240 MD Imo Gin 67.8 IMA 7000 36.8 MO 110.0 111.4 1000 340 Imo O 1ma 320 120 84w 1121 2240 2200 1140 700.0 IMO 120.0 TMD M0 MO 120 120 360 120 120.0 Saw 62.3 MS 120 107.7 1260 120.0 IOL7 120 720 30.0 320 120 120 IMO MO BOM 10&2 H00 Me 1M0 1m0 Mo MG IMO MO MO 220.0 1000 170.0 120 Hae BOM 583 87A 1163 100.7 =0 1000 96.0 MO 1240 1110 MO 1240 1000 33RD =0 win 105,9 120 =0 170.0 22" =0 120.0 SMO 1200 MO MO MO 320 ImD 120 BBD 66:1 62.6 1162 951 Me MO 968 Mc 3Mo 186.7 11 7 1MO II M 164.2 1MO =0 1000 MO 120 1200 120 120.0 1160 =0 =0 1M0 MO 120 24ln 1114 120 =0 120 Mo 1140 =0 IMO 1200 1=0 TMD MO IMO Mo MO II 2410 MO 720 3RD 120 7100 1100 MO MO-:360 100.0 120 MO 120 120 120 301" 918 Sm0 IMO. Mo 1260 110.0 1m0 128 36.0 1240 =A 120.0 SMO ]MO ]MO II II Win 130.0 Sm0 =0 IMO MO 1000 =0 1M0 1000 /MO 120 IMO 1000 MO 0 361n 799 1196 Mo 2100 Me Mo My 7000 IMO 1100 MO MO 100.0 120 MO 3610 320 Mo Mo Imo IMO H0.0 1A0 MOO UWWA MO 120 30.0 Imo 0 43In 1141n 69.5 100.7 MO 100.0 12.0 MO 1110 120 120.0 120 MO 120 SMO 120 IMO WIDTH 1+WIDT142 4310 1139 1260 7000 120 22a 1100 Me 110.0 120.0 1000 Imo 1100 120 1240 rma 4610 831 90.7 3000 1.09.0 IMO ]200 wao 120 120 Imo 120 170.0 0 1000 FRAMEWmTHm 2 ahg wZ 46w 781n 25.2 Mo 1000 IMO 1260 =a SMA MOO Im.O O 1000 Mo MO 601" 000 87.1 imi 100.3 imp 95,6 0 120 110.4 1A.0 1000 1240 1000 MO 94 MO 720 Imo 2140 120 =0 1000 HOO MD =a =a 1000 Inc wit, S0.1 =2 93.5 1000 120 00.1 1000 7 7 Andw klkdws roMlor oafAtshms Arplmt $1 Ardmrs GD" 90.7 176.0 Imo 1000 Imo 120 MO 120 O 0 0 241n 100.2 3000 1200 MO Me 1000 120 120.0 MO =0 120 MO Mo Im.O .� atEeafi9(da TYpa atEdtSids T"m atbcb do 0610 .93.6 120 IMO =0 Mo Mo 1000 32" Mo 1000 =a Mo IMO 0 w 86.6 Me 1000 1000 moo 7000 Mo 1000 120 120 7260 Mo 1000 7210 962 1000. 1000 =a im.0 120.0 Imo Mo IMO 120 361" 749 1114 3m0 Mo 1240 120 Mo me Mo Imo !10. A2 2 A3 3 A4 4 Win Mo Mo-Sm0 1740 7000 100.0 MAD 7000 1000 1740 2000 Me 1000 1200 7000 42w min m 0 1M0 Mo 108.1 =0 1000 =0 = 72" 1000 3000 9000 02 2 Bs 3 00 4 900 7000 1me Me 120.0 1200 120.0 MO 1000 =0 481n 991 868 1194 1032' Imo 1240 979 100.0 Imo 118.8 1000 1000 120 Mo MO Q 2 C3 3 CA 4 Boa 114.6 .IMO 1006 7000-770.0. 1200 71069 30.0 12.00 Ime 1Me 7000 Imo 0 M 50.3 814 A96 938 120.0 120 as 120 7Mo 100.1 Me 120 32" D2 2 O3 3 D1 4 *to 1183 3000 SAD Me me Mo MO Mo no 1246 1100 720 601n 509 717 0 871 1000 1ffi0 632 MO 120 SM SMO MOO .100.2 MO Mo EZ 2 is 3 4 461" 84w 7 'Mc 1000 3RD 1000 Imo 13.0.0 1000 36.0.120 1100 Imo =0 241n 00.7 100.0 7740 30..0 120.0 .1000 MO 1140 1200 1000 Imo.Imo SILL SHOWN, 10 806 1740 100.0 120 MO 1740 MO .310 MA BOM BL9 340 =0 IMO 3=0 120 1240 1000 220 22U 0 7Mo HEAD g(pBO,AR, " flow 822 1000 1000 1000 MO 120 Imo 1M0 110.0 HOD 100.0 Mo Moo Am ]Mw 741 Imo 1396 Mo Mo 120 =0 =a QTY.MAY VARY flow 81.8 iMA 1200 100.0 1000 120.0 1A.0 32.0 120 7700 1Mo 1000 Mo Imo 7240 d2 in 917 126.0 1000 101.9 7000 1000 346 7000 WSW n WNDW 7210 7790. - 1000 7000 Imo 120 1240 1740 1000 MOO 7Mp o Sm0 I 7 836 60.2 1000 81.8 SMO 7 7740 SEE TABLE 1. II *in 720: 1240 120 30.0 370.0 tm.0 1000 Imo 1260 fffi0 120.0 700,0 3000 120 94in SLO 763 ime mi 30.0 100.0 84.0 IMO IMO 7006 720 2 Mo SHEET2 � min 120 imp Mo 100.0-1160 MO 3000 12U MO 120 340 1000 1240 1000 sin 7 1000 Mo 7000 1000 I= 0 120 FOR ANCHOR � �,�,I �,.,�_ 2.114° B9w 109.1 120 1mO 120 ]mit 1000 340 12U Imo 1m0 1M0 720. Mo 301 7/.> 120 1100 12M IMO =0 1000 Imo 0 0 imp O.C.SPAC GB 421h 90.1 SMO 1m0 100.0 1740 1200 22U H40 HDD 129 =0 120 361n 690. 7 340 0 Im.0 O 770.0 Imo 1000 570.0 7000 4*MAX rt 48 gain 7 110.0 1000 IMO 220 IMO =0 120 1266 1000 120 =0 7000 120 42 in 1871n 985 87.7 117.0 1010 1000 12" 914 7000 1000 1194 1000 1000 120 120 MO Imp 174 1740. 1000 481n SL6 799 10.4.7 009 1740�7mD 86x7 0 8170.0 120 ADM 717 113.6 1000 MO Me 12" 1000 MO 920 17$0 120 7000 Mo 2100 Mo %In 491 77,1 831 1000 120 791 120 100.2 7000 MO 66 1097 � 110.4 =0 1200 ]20 Imo =0 241 7000 IMO Hoo 72w 7a1 1032 120.0 o 1]5.6 120 mo 7000 0120 30 irk 71.6 7146 120 1240 360 120 =0 12LO 700.0 1000 MO Imo 2010 12O o 320.0 110,0 17.0.0 1100 120 17.0.0 120 IMO ]MO 720 3000 361n 1381. 63.1 91.7 - 1090 120.0 3240 100.0 1000 120 300 100.0 12.0 1200 120 HDA Som 109.8 7000 01000 line 12.0 Imo 12.0 120 7M0 Imo Mo 120 Imo 421m 631 1110 66.9 3140 30.0 914 120 1M0 .5120 MG 100.0 M 1MO 300.0 Mo 300 Imo 0 7280 Immo SMO HOA 0 JI 49.6X7 99.7 861 MO 340 821 7000 170.0 989 MO M $ me MO 4210 8 =0 120 MO =0M1000 110.0 MO 720 720 300 120 0 Imo min 811 340 =0 IMO IMO 1000 =0 MO 720 MO 120 120 MO MO 97.7510 ASS 1200 .=0 1740 0 720 30.0 . spin 005 7000 110.0 360 imp 1 1 100 Mo 0 5410 71 007.1 =a 1100 Me 112.6 Mo MO 1000 Me Imo 7000 36M Mn 001 802 300 100.8 Imo 120 MO 100.0 120 2196 MO Imo 120 SAD Mo ,win 67.1 =A 1m0 3119 MO 1105 MO 7740 MO 720 Me =0 =0 in 528 792 100.0 91.2 170.0 87.0 120 imp 100.1 1000 Mo 0 mo 12.0.0 Bow 618 917 120 2102 1200 1051 Me 720 1M0 IAD Mo MO 9860 1000 48in 479 71.0 947 W 100.0 1MO 780 717.0 93A 120 HDD 6 120 Im.O 7210 61.3 978 10599 120 ino 1011 120 1240 720.0. 1000 24w 120 1000 ']000 1000 7740 180.0 Imo Sm 17.0.0 110.0 720 360 Imo 1M0 SMO Approved as C4mplyitgOtlHh 104 M 164;5 1000 7000 =00 Mo . - 120 12.0.0 720 IT60 Mo MO Mo FlomwB .3610 MO Mo Me 720 1000 120 120 Me Mo � 110.0 =0 Me \\1111II11117 1ft _ ap 4210 10210 802 Iwo 320.0 120 MA Mo Mo MO Mo 340 0 720 `\\ ......./� i� Rawaed By: Dote: Ra✓:sion; ih'Od04YCtwinej 4stn 71.8 70.03 1240 MD 120 12M 12U 126 1100 1AD mo 1mO 120 1000 7M0 •� �pC�" E'•`� '�: �� STI. Q.b 101.0 me 1183 Im.0 120 710.0 7100 '100.0 Imo 12.010 �.0 0 0 1�y''�l:'�10ENS '•.'A M 63 941 Mo 19i Mo IOLO I me 340 Mo MO ` '' ''•* Revised By: Dote: Rev;siort: 6610 009 618 108A =0 Imo 997 710.8 3700 7181 1200 3000 Mo IMO *; NO,58705 a.' 40 DeacriPfion: �^By: $1 �Q tNEANCHOR TABLES(tx�1/40 SHIM SPACE J ROSOWSKI Y � TFCOMBDWITHSTOREFRONTENTRANCE S TEOP....?� 1070 TECHNOLOGY DRIVE citta: 0e16: RESSURFI°Rfv STOREFRONT SYSTEM DETAILS-LM 10/05/12 DOOR(SEESEPADESIGNPEVALU OF THE �� FS ••......••�� N.VENICE. FL 34275 8TOREFRONTSYSTEMV�SHALLBETH DOOR OR /Iy529 /7/SIONA\t \� NOKOMIS"FL134274 �r del: Scot: Shoeh. Draw+nq No. Rav: PRESSURE FOR THE ENTIRE SYSTEM. A.LYNN MI I INER RE, CERT. OF ALITH. 3'29296 SS-3500 NTS 5 OF 10 MD-3500-LM RO P E 966fi6 TABLE 4: WbWow Well Mullion Heed/S111 And w Ouster load Capinky(pA Window Wap Mullion NeWAM Andwy Cluster Load Capacpy Ipso WIDTH 2 jV2"MVWawmSNm Space) (1/2"A79wm1nii 9"space) � WIDTHI�- Nmr Ulm. AWW A" IApthW "9` An w ••(7 AndwT b• Andror "1° NwdrWOlin. I AnfiwT "A" Anchwy "8" Ancfior "C AMhp b° "E° II Frame Frwo Fmme Fnime Midi A2 Aa 0.4 m 63 84 C2 S [4 OO W 64 27 8s E4 WWth A2 A3 A4 02 86 84 C2 C3 C4 2 D4 El ES E4 Min 12110 1290 Inc Mo 120.0 Mo 120.0 1200 170.0 Ina 1204 1204 1210 SMO 1mA MI0 BS.3 IA10 12134 95,3 1200 1100 120.0 120.0 1200 Im.O ]21 7913 ]20.0 1200 31110 3DIn I= Ina 1100 121.0 1713.0 IMO 1700 7210 120 120.0 1200 1280 ]100 1200 SMA spin 787 1180 1200 78.7 1180 1204 107.6 1200 1290 110.0 1100 3200 1210 3100 II M 137.8 110.0 0 ]772 IMA 1200 0 01100 1200 ]2113 IMO 1700 3210 36In 87.8 WL7 8210 679 1017 1200 917 120 MO 1181 1109 1204 1200 1200 MO 4221 1015 IMO 121.0 107.5 120.0 ]MO =0 1180 IMO 121.0 1210 TMD MO 770.0 IMA 4210 613.1 MI MA 601 901 120.0 822 IMO 1210 1017 7104 1200 IUD 1210 =0 HEIGHT � 11 M nM 853 3200 93`3 MA, Imo 7200 1200 =0 IMO 1200 1210 IM 4810 m61n Sas 817 80.7 1069 T D 0 0 / l Silo 9114 IMO 310.0 9114 170,0 1700 IMO 7200 Mo 1200 IMO IMo IMO IMO 5419 502 753 1004 502 7s3 300.4 667 103.0 12U 9'75 IMO =0 0 7210 Il / WIn 57.1 3213.0 IMO 57.1 1104 M2 32U Ina Ina 121.0 1214 Mo Inc MD 6019 46.9 704 988 489 744 938 642 95.2 MO 919 1210 1200 =0 121.0 SMO II 6621 85,3 Imo ]100 85.3 IMO IMA 1187 3200 1m0 1210 1200 720.0 7M0 120.0 6519 444 68S BS.T 414 685 S6T 697 910 1200 77.3 1164 720 1147 110.0 =0 9 nM 817 ]m0 1210 847 1m.0 IMO 1149 7210 1210 1200 1700 170 3m0 241n 69.7 1200 1290 887 Ina me Mo MO 1204 12D.0 1220 IMA 3740 1210 MA II 2410 1210 IMO 3210 MO 1=0 IMO Mo 1210 IMA IMA 7200 321.0 321.0 =0 1700 304 719 1109 IMO 73.9 1109 IMO 3017 1290 120.0 1290 1210 IMA 1200 3210 1740 II gain 1182 3100 1162 IMO 7210 1210 ]21.0 IMO ]200 IMO Ina 120.0 3610 a" OLS MO 943 Mg 889 1280 1214 1107 IMA IMO IMA 320 3521 m17 1100 170.•.0 1017 190 MO IMO =0 120 1210 3100 1210 IMO SMO Ma 4221 11460 562 845 1124 582 543 WA 789 1148 7100 950 1290 IMO me 3700 WIDTH 1+W6)TH 2 4219 81.7 IMO =0 917 320.0 3704 Imo 0 0 1210 IMO ]MO 50,8 762 111.7 505 761 41.7 69.5 101.3 IMO 889 � ]MO 3210 1210 FRAME�T' 2 4521 7821 847 2316 IMO 847 IMO 1Mo 1209 1200 IMO 0 1200 ]MO IMO IMO 1mA 5421 467 70.1 9®3 46.7 211 213 634 959 120 as 7210 IMO M 121 6021 73.7 119.6 IMO 7LT 1]86 1210 ]09.0 1200 1290 MA IMO 7MO IM:O ]21.0 1210 .OM1 4L9 645 87.1 416 6S2 W.2 595 884 119.1 749 1158 7210 1317 MO =0 AedWt folAndton ArKhai fdAndmla AI>diu fofAndrora M 782 ]144 1210 761 130.4 1290 1513 1290 IMO IMO IMA MD 0 1210 I= 2421 SL7 IMA 847 121.0 1M0 Mo me 120. 370 •� mEadiSide Two i,elEnk� 7104 6tEmbside 6610 3109 121.0 73.9 1215 1210 mL1 0 7200 120.0 01104 IMO ]m 1210 3019 967 104.6 120.0 867 m46 1740 93.3 Mo 3210 110.0 0 =0 1200 la =0 70.6 MOIM9190 89.9 220 =0 0 ]MO 1100 =0 11110 SMO 3621 688 89.7 119.6 sm W7 119,6 BLS 370 1200 1061 3104 1104 0 SMA 3'10.0 a2 2 63 3 64 4 MM .IMO IMO 121-0 ]m0 120 SA.O IMA 0110.0 1210 82 1 � 8 84 4 Mtn 4221 linin 42.8 713 1116. 519 712 NU 722 1OU 7210 9114 IM0 120.0 3210 Imo 1M0 m84 ]MO IMO ]081 120 3200 170 3210 7210 01210 7210 ]MO 7210 IMA Q 3 CB 8 CR 4 4821 WJ 95_9 47.! 71S 983 662 978 1219 89.1 Y1D0 7210 1210 IMO 9bM 924 I7d0 ]10,0 914 2713:0 IMO 1210 1200 IMO 0 1210 IMA IMO 1# !>a 9 09 0 4221 20.0 3210 3mA 1210 ImA 113.5 ]290 120 1M0 0 IMA 7m0 720.0 Im9 5410 40.7 65.6 WA �.7 65.9 87.% sm W7 119.6 7148 1210 3161 1216 IMA 12 7 E3 3 E4 4 4874 6421 782 7144 1210 797 3144 IMO 7015 7M0 1210 7210 1210 9210 IMA IM10 170.0 8021 AO BLO W.7 60.11 81.9 SSB 834 1065 ImD 1200 5621 A 70.8 1074 7210 J 01210 0 7210 1290 ]M 2421 80.3 11013 7210 899 1100 IMA 100.8 1210 ImtO 1210 ]MO 1204 1210 1210 9740 SILL SHOWN, Will W9 100.7 3210 679 IOL7 9210 5247 ]m0 1210 1181 ]MO 1210 1210 11010 gain 64.8 589 MO 645 98.9 802 1'm0 120 1145 1140 =11 0 IMO HEAD SIMILAR. II Sun 642 979 0 sm 97.8 IMO 89.2 3210 120,111 1]8.7 IMO 121.0 1210 =0 MoH61n IT.[4 SSB 84.7 112.9 847 771 1169 170 986 22" IMO 121.0 0 Mo CITY.MAY VARY WINDOW i WWDOW 7221 60.5 56.5 ]219 bas 86.3 1Mo 9L9 IMO 1mA =7 IMO IMA 7210 1X14 M 495 747 966 499 W 965 3 1 IMO 326 Imo IMA MM 31713 1M.0 2700 1273 170 Mo me 0 7m0 IMO IMA 4821 415 3 7 409 613 89.7 639 924 1100 782 1172 a" 11813 1200 o SEE TABLE 12, _ l Spin 974 1210 Mo 975 SMO 1Mo Mo 1106 IM0 721 2104 IMO ]216 721 1204 son 4L1 616 GLI 41.1 'BL6 81.1 S61 848 1173 719 7�4 320.0 2 IMO Imo FOR ANCHOR�I �-� 244 IgIn 847 3210 547 Me ]13`9 Mo 0 3M0 3214 SMO 2'410 782 1MA 2704 763 suA 0 IOU 120.0 1200 me 1M0 =a O.C.SPACING, M 333. Mo 786 119.6 Mo U&S Mo 1740 IMO 12M IMO IMO 3M.0 3021 60.6 89.8 Mo 90.6 sam =A 85.6 M 0 MJ) 0 IMO IMO =a IMO 4*MAX. 48 gain 993 1010 Imo 983 100.0 918 720.0 1104 1100 IMO MD IMO 3610 SLS 803 1W 535 BOB MA 792 109.8 3MO 1100 1140 IMO MA I MO 4021 95:8 1304 64S W.B. 370 888 170 170 127.5 1210 IMO IMO IMO 110.0 In 13219 47.1 216 DU 0.1 706 047 64A 96.6 121.0 &I IMO =0 Sino 4621 610 955 190.0 810 805 121.0 20.4 110.0 1210 1068 IMO IMO 7194 In 42.4 645 547' 4244 665 847 S79 209 79.8 71104 100.6 =0 120 6621 4 873 1187 875 336.7 799 119.7 =0 201.7 Mo Mo IMO %M 367 461 775 35.7 961 775 534 79A insist 67.5 1214 100.2 1210 1200 7:21 585 54.7 117.® S85 80.7 1129 2 5119 7200 964 120.4 Sino 721.0 2410 n6 1210 72.6 m6Bff 3 smo =a 0 IA.o Mo 2421 7136.7 1200 Mo 1067 IMO MO MO IMO 120.0 1100 IUD 3204 =a IMO 170 3010 as as 1380 69.5 eggs4 Mo 121.0 103.7 lino I= IMO IMI) 770 Win 554 ]MO IAA 884 12.11 MO MO 190 1210 1210 IMO =0 Mo 1M0 721.0 3621 Min Mis 70.2 101.7 SOA 7925 1013 170 as Mo 1210 Mo Mo ]MO 3621 7 0 78S 3117 =0 1210 0 4119 447 no egA 447 67.01 90.7 ]210 0.5 1188 SMO 11&8 0 1210 4221 68.1 100.1 14.11 683 100:1 710.0 911 77413 1210 1187 1210 1214 710.0 1210 imp 4819 40.1 602 m9 40.169.8 0 720.0 40-9 97.751 8240 960 Mo 520 56.0 12" 615 Mo 1210 1061 0 270.0 IMO MD 2419 69.8 101.13 Me 693 10108 imp 1210 ]200 190 3104 1000 170 SMO BOIa 575 862 390.8 575 862 ]148 78.6 117.9 170 1002 ]m0 1M0 ]m0 ]100 3100 Spin gal 20.1 119.5 S47 85.] 116.4 120 209 320.0 I2Q.O 770.0 ]210 770 6021 S4D 80.0 1110.0 S40 80.0 2160 0..9 1105 1210 1 0 IMO Mo 374.0 8iin 1441n 464 716 988 464 7262 99.3 120 844 IMO 120 ]MO 1200 IMO to 514' 771 IOLS 51.4 771 10.5 70.8 IDSA IUD SLB SMO 1Ma IMO 190 270.0 4121 42.5 8 540 41$ Sm 2 1163 741 1311 105.9 &90 ]MO 919 W/6 Ta1 988 494 7u 988 67S 3033 1210 851 1210 lmO 190 1210 4821 88.1 5712 761 361 S727 782 11348 66d 997 986 190 170 M AL7 1100 101.7 IMO MO MO IMO 1280 =0 IMO 1204 =0 =0 I= 3021 It" Me 1M9 841 0 121 314.1 IMO 1611 0 Imo 1104 IMO 310.0 Appao1re11aa6001p1yM8wirb9x win 6 &72U.6nmnm 968 Imo IMO 1100 ]190 3210 1Mo IMO 1Ma 4210 in 60 56.8 563 190 ]704 112 1200 IMO Imo Ma 3m0 11111111!!!I 8Ao1173 0 1022 120,0 7290 Imo IMO Imo �� OIA •••••.4% Revised 8y: Dote:$410 SU 83.3 84 741 131.2 =0 Das SMO IMO ]m0 m m ` '� •'` ...... ee,WM SU 17 as 1018 M IMO IMOWki482 3 864 �9 869 ]MO BOA 0 7704 7700 imp 1210 }L;: '.>�^'� Revised 8y: 00!0: Revision: No.58705 � a f 13 � ® ANCHOR TABLES 1/2"SHIM SPACE J ROSOWSKI Q�•.• STAT � IFCOMBINED WITH STOREFRONT ENTRANCE ((� '•.�(ORiDP.•''G\?� 1070 7F VENICE, DIE Tilde: Date: DOOR(SEE SEPARATE APPROVAL).THE LESSER '�. d' �` STOREFRONT SYSTEM DETAILS-LM 10!05/12 DESIGN PRESSURE VALUE OF THE DOOR OR i7 S/•• •�� P.O. BOX 1529 STOREFRONT SYSTEM SHALT.BE THE DESIGN 7,,,!NAL,111 NOKOUIS. FL 34274 serien/41ode1: sc... Sneer. D ew;ng fJo. Rev: PRESSURE FOR THE ENTRE SYSTEM. A.LYNN 1491ER.P.E. CERT. 0-AUTI 1. #29296 SS-3500 NTS 6 OF 10 MD-3500-LM R0 PFJ 88706 TABLE 6: TABLE 6: Win"Wat MmL O.0 lamb Anthr SOaecing(41) Mow W83 M&lamb O.C.moor spo ttg(in) WirA*w Wap Mal.lamb OX,Ancbm Spath%(M) Kp1Wae WON Max.1mb O.0 ktdw Sped)il) (1/4'3Aaaemm5dmS9aee) (1/4'BA"d7mmadmieace) (1/2'm dm mt smm spasei p/1'ma imam 9tmspsco name n—: Anda Anchor Andlor Ambor Frame Ftane Ptart41 Arttltot Atrha Panna kerma A"dKK Anda .2m. HaWd 'A' 'B' 'C 10"Typ°r W Ih WW TWA T "B'T-'C T 9Y '6' wwmh 'p"i '8'Time'c'T "O' T WN1hoftiftewwwdTwo'Ir 'e" '2' 24to 18 is 18 31 16 of 28 to is is ffi 2416 28 29 la is S 24111 19 16 16 16 16 6a16 16 is 16 16 16 3016 18 is is 16 IB 2016 28 28 ffi 38 to .3816 is Is 16 16 16 afilm 16 is 16 is is 881" 16 16 16 18 16 3614 is 16 16 38 16 a616 23WU 23WH 18 38 18 4274 16 i8 ffi t8 is Oto 1021428 is to is 16 M 1s 18 7a is 421a 1a1to 39 S 16 Is 48 In mi. is n 16 is Is GIN 1s 18 1s n is 411 7216 3 12 18 3 is 4816 2 u 20 se is IWIT is ffi 35 16 16 5416 32718 16 is 16 1s 5414 3 22 is 18 16 9416 m 1DW25 19 16 is Eoin S is S 16 16 ODIN 7 7 win 3 12 1 S m 18 Win ova 9 282vn 38 16 ssin S seS 38 16 4216 U 4 Is 177 m 16 6616 3 32 ss 78 Is 6616 9 ova J2 20 so 7216 ss 1. is 16 16 241a 3s ism 281s 7116 n u is I 3s 16 741" 16 16 18 1s is 2416 16 28 18 t8 001" 28 is 38 38 m 241A 24 16 16 is 16 Wn 17 27 28 So 16 301. 16 S is is 16 3111A 16 t8 Is 16 to 8016 2so 18 3A 16 78 Is 3684 N IV 16 78 38 111 3616 is m sa 1B 32 4214 2014m 16 is A is min win 161/2 t8 S is 4114 1U16 32W4 V814 17 16 4216 Mug 9 16 is 16 4610 111 is is 10 is 4216 16 19 16 18 is aero11 11 14 16 16 4816 7816 ISV2 m 167/1 16 IS 54111 S - is 381 is i8 4816 781. 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So m nM 30 24 16 In m 1e 18 ffi is 241. 28 26 is ss 7a S414 JOWS 4 18 m ]616 I8 m 7a 16 16 Soto S ffi S t9 16 w >B S 28 16 18 8616 16. 16 16 ffi ffi BOM 1220 1111 MI so is 16 D 16 >8 4716 t9 28 16 16 2414 i8 16 16 ffi 4216 S 33 16 16 a61a 25 15 38 3o 16 4eM 9016 33 18 250 16 ffi 16 36 ffi sa1. 3t as ss 3 4714 Mn ss 12 17 16 16 xin I9 is 16 28 16 ffi16 17616 i8 ffi 29 26 18 5416 19 ffi a 7,4 0 $ 16 16 �M S 114 15 16 Q. 16 16 16 38 16 to 3 $416 m m 13 vim. is 6616 2a 30 16 !0 16 to 1A 4 18 u 4 is 1a So16 9 A 13 m tato 16 as 16 16 to 1 ffi 13 16 ffi s41n 3 m 241/4 3B ffi 1616 8 ss 41 ISM4 s 16 18 16 16 m 16 16 16 16Zft 16 ffi 28 ffi 26 38 28 16 i0 ra to 18616 >4 ]a m 1$ 061n la 16 to 1s ffi aWn m m 16 !e aoto 17 x7 16 3 16 4214 3 12 I5. 4 16 is 9614 17 26 76 ffi ffi 86111 loin 37 m ffi 18 M 14 10 m 4814 u 7 S 7 So t9 28. 4214 17 >B 3(a 3g 4214 is 77 16 to A2M 32 v 16 S 2416 18 m Ia 16 18 16 97.51n 14 4 36 ]7 481" S 16 73 18 87.7514 32 17 18 16 H0M 26 ] 38 28 5616 1a 4 18 M 38 i6 5416 S 18 24 ffi 26 16 84 ID 24 S to 8614 iMM IR16 16 16 28 6oto 3 16 24 3/4 16 2416 is K. 1s 3s 16 14 is to 12 32 ffi' 29 fela 22 16 3 16 16 m 26 16 16 4216 e312 s 137 u m 461. u 22 ss >e 16 7216 ffi It 16 ffi 361" will u lA 18 i8 4216 ss 4 m 3s 4 16 a3 16 ss to ta u 7s 4616 24 1a 14 38 is Win 16 28 16 18 " 1616 Is m is is to 16 u is 1s 38 38 ana 16 m 1s 16 7s 42in 16x16 r 3 1s m 213 10 9 8816 ]441" 42 16 28 >s to M ss 1s muz is 1s 5416 u1/4 'u ss m m APprovaba3c»�lYMgwkb�a aaIn >a 1e i. 16 16 to m 32,11828 16Ftaii"Bu1Mmg 6616 m m 117 ze m Daze O Revised ay: Date: Royston: hOhki—' r t Rev%ed BY Date: Revision: k,• 14,5570 Description: O oen r• JAMB ANCHOR TABLES J ROSOWSKI S10 :•,��` 1070 TECHNOLOGY DRIVE Title: to FLOMOP,.�GN. VENICE, FL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 ` ` F.O. 80X 1524 •••• L`�°` NOKOMIS, FL 34274 Ser ea�Modd; Sc4h: Sheel: Oroaln8 No. Rev: / �E CERT. CF AUTH. #29296 SS-3500 NTS 7 OF 10 MD-3500-LM R{) TABLE 7: TABLE& Window Wall Mid•ParmiAtilhorCase" Window WOO Mid-PanifAndim Mueft Window WON Mid-Panel AndroYQuantity Window Wall Mid-ParodAmMr Quantity (1/4'mubm4tl aft spm) (]/4'Minimum smmspice) (3/a•meahnumsm'"slnn:el (1/1`Maermm SSM9pere) FMW FrM"4 Frame Fmm Andmir AnCha AodW Anchor AMhm raew Frame F— nt or nc or Ane or Andwr Wbal A` '8' 'C 'p °F' YYtlg1 `A T 'B'TY9e`C TY eb` iOeT W1dth ae1 t T •A •8` 'C' , •2. ZMNoWd rosA*7VM'H' t0e'C T e°0' mh, 1 1 1 3 1 24in 1 1 1 I 1 24in 1 1 1 i 1 1 Erin 3 I 1 1 301n 1 I I 1 1 301n 12 1 1 I win 1 1 1 l 1 80m I t 1 I 1 ISM 1 1 7 i 351A 2 1 1 1 1 s8M : 2 1 3 350 2 a a 1 1 4210 2 ] 1 1 m1" 2 3 1 1 1 W x 2 2 a ] in a x 2 2 1 4610 nln a 2 2 2 1 1" 1080 8 7 2 2 1 min 9 3 2 2 2 4019 SmM 3 l a 2 1 S4M 3 2 2 2 2 501" 3 2 2 2 2 M 4 4 3 2 2 5410 4 4 a 2 2 Goin 4 2 2 2 2 6013 4 2 2 2 2 win 4 4 H 3 2 6010 4 3 3 2 4 3 a 3 3 oh, 4 3 3 3 3 M 6 5 4 8 3 gain 5 3 4 3 a 7210 S 3 3 3 D 2410 H4V2 1 i I nm 8 5 4 a E4M 1 1 1 1 1 261. 1 1 1 1 i 3010 1 1 1 24M 1 1. 1 1 3 1010 1 I I 1 1 1 1 i I 1 14 1 1 1 3010 3 1 1 1 1 3810 2 1 2 1 3 361n a ] 1 1 1 281. 2 2 2 1 1 1210 2 a 1 min 3141" 1 3 1 ]4aM 4th, a 1 1 1 1 4010 1 x I 4210 z a. z 2 1 481" 5 a 2 2 s h, 781n 9 2 2 2 1 M 7810 3 3 2 2 1 5410 4 4 3 1 2 54h, 9 2 2 2 2 Win 2 2 2 5410 P-14 4 3 2 x 19 4 4 a 3 2 WM 4 -1 2 3 2 w1" 2 2 a win 4 3 2 6810 s S 4 3 3 M 4 3 3 3 2410 1 1 2 1 1 Win 5 4 3 8 in 1 1 l 1 1 7210 9 1 a 3 9 Win 1 1 1 1 1 7210 6 5 4 9 w 1 1 1 1 1 2410 3 1 1 1 1 win 2 1 3 1 1 Win 3 1 1 1 3810 1 2 2 1 1 am 1 1 1 ! 1 m1" 12010 2 1 1 1 3 9DIn 10 2 2 2 2 1 ffih, 1 3 1 t 1 4010 9 a 3 2 98 x 2 3 M a 3 2 2 1 4210 2 1 1 1 S4M 3 2 2 I a 4210 1 a 1 841" 4 4 a a 4aln &lin B 2 1 1 win 4 2 2 2 2 min &IM a 1 2 m 4 4 3 3 a 3 2 2 2 2 261" 1 1 1 i 1 3410 4 3 1 2 2110 2 301" 1 1 1 3 3 1" 4.win 3 9 9 3 881n f ] 1 1 1 Gain 9 487242 s 3 9 9 3 m1" 1Mi' i 1 1 1 1 nM8. 3 4 ami" 14210 2 z 2 1 1 In 1 3 ! 4810 5 2 a 2 1 2110 1 3 1 3 3 2 2!OM 1 1 3 1 S4M B 2 2 2 2 loin 1 3 3 54111 4 4 3 x x 361. 2 ] 1 1 2110 1 1 1 ] 2. 2 601" 4 4 3 3 2 40 2 1 I 1 301" 1 3 1 1 ] in 2 2 1 Mtn ] 14810 90in 8 2 2 7 3 M 1 1 1 1 I 4810 9010 2 2 3 80;11 1K1" 32 2 3 mip 183h, 1 1 1 1 1 G6M 9 E 2 3542 3 1 1 4010 3 a a 2 min 3 2 2 2 1 9 3 2 4x10 716192 ] 1 2 1 G61n 4 3 8 H 50"1 9 a a 1 2 4 8 8 43 8 2 1 7210 6 9 9 8 3 2410 3 1 1 1 1 h, . 5 4 3 3410 4 4 .8 2 a 2110 3 1 1 3 >Nin 1 1I 1 1 1 1 1 20610 I 1 1 I 3010 1 2 3 3 1 M 1 1 1 1351" 738h, 2 ! 1 1 1 3010 1 1 3 f 1 IBM a ! 1 3 3510 Y 1 3In 2 1 1 I L92M 2 1 E 1 421 x 1 3 1 3 48110 2 : 2 1 4819 97.»M3 7 ] 4 to 2 2 2 2 1 Iain W,»In H : 2 T 1 mip 1 1 1 1 1 4819 3 a 2 2 1 541. a 2 2 2 M 4 3 a I5410 4 / a 2 2 GDh, 4 2 2 2 2 M 1 1 1 1 I 6010 3 8 21 !win 4 a 8 8 3 1" 10610 2 1 1 2 1 win S 4 3 3 Flt" S 8 9 8 m1" 2 1 1 1 1 n 5 4 3 3719 1 1 1 1 1 4810 3 8 2 2 1 se19 13810 2 2 E 1 1 x410 1 3 3 I 3 NOTES: 4219 2 2 2 2 ! 3010 1 1 1 1 1 4864 3 3 2 2 I In E i ] 1 ! 1)USE THIS SHEET FORANCHOR QUANTITIES,LOCATED BETWEEN THE 24m I 1 1 3 I min ts 2 1 1 ! 1 CLUSTERS ON THE HEAD AND SILL Win 1 1 1 1 s 4419 a 2 2 a 1 PBef80 3610 9 2 2 2 2 so. 1441" 2 x 3 1 Approved as cont mm 2 2 I Y 1 40h, 4 a 3 3 2 lwillllrrr .GBM a 2 2 a 3 �M 4 8 8 9 SILL SHOWN. ,1 M/ i� Revteed : Dote: NOAp HEADSIMRARQC ........ ReH97on: T M. NCENSZ 11 Q'.' ••.�C! R.W-d By: Dote: ROWS(= N0.58705 PeSCription; Drorm ay: /3 LUPANEL ANCHOR TABLES J ROSOWSKI EQ. EQ. EQ. BYO•. SE F �� 7070 TECHNOLOGY DRNE Tite Dote: U ��••.FLORIOp:•'-`G'�: N. VENICE. FL 34275 STOREFRONT SYSTEM DETAILS-LM 10/05N2 MtD-PANELANCHORS �• S �(.` P.O. BOX 1529 TO BE EQUALLY ''rr S�/Ot1�N�A!L�t�� NOKOMIS, FL 34274 Sesres/andel: Score: Sheet: Oraomg No. Rav: SPACED, 4-1@' A.IYRNr1�itikP.E. CERT. CF AUTH. }129296 SS-3500 NTS 1 8 OF 10 1 MD-3500-1 M RO P 68708 TABLE 9. rt Will 41 Window Wd Mullion CapadlY Wn Window wag MuRon Cape t7(psfl anDTH 2 UreeWermd Ula4ildamed Alam Raid. SteelRehd. iaeeiNmrQd Umamforivd Amm.Remi. StealRelal. II Non4ne109m (OmuT"nea {GMnTypmA&D) ItaauTne4C91") 161meT7Pmt&F) Nomtnel Dim. (Glaze TVMB&E) (amss7yposA111t0) (GlaxTypeaC&R) (OWTFAe1C114F) II II Frenmwldtb F.Hdffm ilcam gogmPm•) Maw PW(.) -=.Q- Pm Trema tl9ldt4 Flame t Past-) NQRQ Pm•) N PCs(-) Neil(-) Im. 7-2 MmJDO 80.a 9110 Sao 980 goo 1me 2414 Tao 940 90.0 n 2DIn 740 80.0 90.0 9" Mo Mo 90.0 0 a 70A 80.D 97-5 B7. 940 no a" 9mo 9110 gall 1040 9mo 220.0 9614 740 74.0 74.0 Sao =04214 80.0 9110 11110 90. mW 9110 Mo 421a 47.1 643 6lS G4S 940 200D HEIGHT4910 7210 780 840 9110 00.11 100 1040 9110 120.0 481a fqaIn 0 1WASom 760 8110 9110 90.0 9110 mu 9110 1240 9418 6010 704 a" Sao Sao Sao Mo on to m Rao im 6614 11 721n 90.0 Mo Bao Ino 1421n 780 no 9110 9110 9" 29110 90.0 II Mm no 80.0 M11 9o0 Mo 12110 baa 74.2 74.3 74.2 90.0 0 0 II 901" 7" Sao 50.0 Mo 10110 9Qo 27x0 SSS GLG 62.6 W Sao Mo 9110 Mo Mtn no Mo Mo 980 90. Mo Sao 370.0 114in 80. 1100 8060 32M WIDTH 1+WIDTH 2 4210 A.0 80.11 9060 90.0 90.0 1mA 90A 1280 90.0 100.0 9811 1240 FRAME WIDTH= 2 �m 7910 Sao Sao 980 940 Sao 3x10 100 I= Som 740 80.0 9110 90.0 90.0 SODA 90.0 9110 780 8110 9110 90A 9110 1011140 90.0 Ing Min 687 78.9 78.4 T83 90.0 1100 ]ma to 9060 mW 9110 I= am 563 634 61A 69.4 on I20.o nin 980 mm me 110,0 win PA 545 506. 49.5 Mo Imo mo IMa Min 7aa 980 90. 940 o 4210 win Me Sao =a ALUMINUM 760 Sao Sao 3aoA Saw 3ZD0 gBto Sao loo0 940 Imo 4 REINFORCEMENT 8610 m.o no 90,0 9aA 9aa 176.0 sato 9110 Ion• m aa0 9060 940 Sao 3000 on Mo 1010 #19509,5011.3-TB m 9410 80.0 0 900 me 9060 M10 am 0.7 0.7 679 90.0 Mo 900 M 9060 0 9110 100.9 90.0 f as 6 51.6 S46 win 980 100.0 Mo Mo sow Info as 460 460 6 Sao 200A smo 12D.0 6610 no 90.0 42m am fill Mo nm .980 to 90.0 700A STEEL Mtn Xo a" no no mm no 9110 Sao Sao 1100 11160 8110 2x10 Min 673 566 589 s6s Sao 288(1 90A IMA 10 REINFORCEMENT $544 no Allo no no 9010 0 2oto 4M 478 0.4 478 860 on IM0 #79532,A36 STEEL 4710 no 1811.0. 90.0 Sao 8110 =A 80A 9760 min 57.1 7 Sao USA 4610 gain 780 8110 4 Will 8110 8060 7100 4214 13214 754 639 Mo 1009 3410 Sao 210,0 Sao 1x10 4818 an B34 Hain 940 900.0 00 1100 6414 71.6 886 MID Bao Imo Min 466 SL4 SIA 100.0 Imo 7210 x110 Som 26.7 414 414 H.4 9060 1mD lao Mln no a" Sao Mo 9110 1100 9060 1100 90in lasin me 844 90.0 201.6 2010 140 all 900 D 0 SODA 90.0 4210 711.2 860 Hain a" 9" 9" 9110 IDO.o Sao 0 � 743 79.9 4210 70.0 a" 874 879 940 I= fto 1m0 Mm 481 442 442 431 Mo 1060 9060 I 170.0 4810 9775in 740 no 840 Bao 90.0 000.0 90.0 3x10 Spm 57.9 964 164 964 79.5 ffiS 9110 IOU 94in 9110 Iffoll too MA Win VAIn 86.7 74.1 1 685 SW BDin Sap Mo 421m 1 645 1 77.2 66111 980 Mao to 6>S 721n n 980 1m0 2410 Tao 80.0 9060 9aD 100.0 m Soto 70.0 a" 90.0 90.01 980 100.0 911to ti o APPv'4daacampbingw•9hdw abto 70.0 a" s6s e&9 940 Imo 100 11111 Florida DaW s9uil 410 lam Aft 77 77.1 111 9" no Sao �X\ 4YNN '�i Reload W. Dote. Revrston: i4OA0 � �� 4814 980 1100 Sao Imo � af O ••••M�1C�C�'/ 84tH 100 IOU 980 220.0 : 4, •'•�\ce Lwin By: ate: Raviaon: to 9R0 _�'�• No.Sg705 ® Dascr;Arron: "an 9y: �'•,d MULLION CAPACITYJROSOWSKI IF COMBINED WITH STOREFRONT ENTRANCE p pml: 7070 TECHNOLOGY DRIVE 798: Oct.. DOOR(SEE SEPARATE APPROVAL),THE LESSER ii��tC•.,FLORI �; N. VVEONICE. F;9275 STOREFRONT SYSTEM DETAILS-LM 10/05/12 DES(ON PRESSURE VALUE OF THE DOOR OR �.. ,pOx STOREFRONT SYSTEM SHALL BE THE DESMN /�rS/'/QI--i� '\`� NOKOMIS: F.34274 ell d.1. Scale: sheet: Drariryl Mo. Rer. PRESSURE FOR THE ENTIRE SYSTEM. A Ll'IlI4' 4.P.E CERT. CF RUTH. #29296 SS-3500 NTS 9 OF 10 MD-3500-LM Ft0 P.E.Y 6(1706 �4 6.000° .069' 1.000' .125" ,4.192" ll 094' ASSEMBLY DETAILS 3 tea' I 1.75o• ae4' 111�0 J FRAME ALL DETAILS SHOWN FROM THE EXTFJiIOR 1 1 T " OTl SOM 3 FLAT.34Y HEAD,SILL&JAMB SNAP COVER #19601,6063-T6 #19502,6063-T6 #19645,6063-T6 r---- 4.76r .-I 11 2.909• FOR CLARITY. 2.186' T 4.796' ---� ANCHOR PLATE 11"1.129" 1.121' 1 NO7 SHOWN _L 1� 1J1J1J l� 2J 1.6w 4 ALUMINUM 5 FLUSH BEAD T 6 FLUSH BEAD J— nNCHOR FOR UDa CORNERSA 1 REINFORCEMENT 9/16° 1 114" CHANNEL #19509.W83•TS #19603.SW3-T8 #19504,8063-T6 #19631,6063-Te MAYBE'WEL4ED I 4.760" 5'�,� TABLE 10: �' mIM •I Nabriat +-- .188' 1.128' 1 19M FrwwHead hwnb SiM �63T6Ahxn 2 19502 Tam mom SM37SAken STEEL 3 19505 A#um comy 8W&1SA1klm. 10 REINFORCEMENT 4 196ti9. AlumimafiReirdorcemeM S0S$'1SAMTM #18532,A363TEEL 5 19503 RoshSgad 8p63•T6AbmL '2 6 19506 F41sfl 1-1/r 6063 T8Adrn. 7 19681 ..Oim"l 4" TO Aktm. 1 Zd l Reh&w6mant A36 SWW 1 3D 1852 10ack3Ji6'x7 "xjrOarom85 -S EPOM 31 1704 16SbW0 Block 18"x1 x4"Duroe85 -5 EPOM 40. 19!44 (a1 Gasket Be Duron65+S EPOfd 41 19.543 QUftGwket qa#N Log,Dum,BO+•5 6stlop— 42 58kA0e 88e Dow 796 GE77a0 47 2870Eftftech I.G. 16" 50 7. M2 x'1 HexWasherSaew Assembi 6 Bttlee 53 1 76858 106X1 Head PA.Screw for Curved Bead. St*Jms / 3 is can>gtyhtg with ow `{{1{11 U IfII/ Date Oas ........(z.0/// RoWeed By: Date: ReHsien: NOS •�� • ••* RaWsed 8y: D.W. Revi. sY: 140.56705 ' /! EXTERIOR Upsartptton: Drown 8y: MATERIAL/CORNER DETAILS J ROSOWSKI STATE OF :•�: ��•'•-.R'LOR�OP'��`� !ONO VENICE.TECHNOLOGY Title.. fe: P.O. eox 1529 STOREFRONT SYSTEM DETAILS-LM 10/05/12 rt t t 11 I 1111 I��` NOK WS, FL 34274 Series/Aloael: Sco1e: Snesr Drodng No. Rev: A.LYNN MILLER'P.E. CERT. OF AUTH. $29296 SS-3500 NTS 10 OF 10 MD-3500-LM RO P.&8 68706 t f t t M IAM PDAD E 11IIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleconomv Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cade,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent IabeI with themanufacturer'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 renews NOA#13-0206.05 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. NOA No.14-D317.03 MtAari-DADE COUNTY Expiration Date: June 17;2019 Approval Date: April 10,2014 p4j4jPage 1 t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets i through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#13-0206.05) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202.94 along with installation diagram of a 971/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A,dated 01A5/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97114"wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-21921B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 3. Test reports on. I)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09, signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09 0413 O8) S. 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 installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2194,dated 01/15/09,signed and sealed andido F.Font,P.E. (Submitted under NOA#09-0413 O8) Manuel P .E. Product Controlxa er NOA No.1 7.03 Expiration Date: June 17,2019 Approval Date: April 10,2014 E-1 r ' r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcowwuEn1 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subinitted underNOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 01/27/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Subinitted under previous NQA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite*PVB Interlayer"dated 04/11/13,expiring on 12//11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated January 17,2014, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. (Subinitted under previous NDA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 13-0206.05,issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 05/02/13 and expiring on 06/17/14. Manuei Per Product Control E mil or NDA No.14- .03 Expiration Date: June 17,2019 Approval Date: April 10,2014 E-2 • I.606 WINDOW WIDTH .oat '40 7m (suwAC&APPUEO O.L.OPO, Z 1.813 .8876 DPW A � a t.aoo —i aau 0$2 0 FLUSH FRAME ADAPTER � 2.760 ii 11 $ h 0i FRAME Heap/s1Li./.inMe 0 813 ,os It _-n^ It �}2 GLAZING READ n g 1.070 .=.a 1 ❑aoo FF—co 379 0 tf .060 �m�aaaa»�F.. a ANCHOR COVER �g 6'MAX /2'MAX. 3 HEAD/siLL HEAD/SILL COfBJERS 16- Waeg� ECO—GUARD SBRTES-300 KCAL ELEVATION 9a UWNUM FIXED IVIND0IY DESIGN LOAD.RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS DIA DIMS, APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 0.1-0. HEIGHT m WINDOW HEIGHT �- 3.82W coo, D.L.O. WIDTH n WINDOW WIDTH - 3.825" 8 COMBINATIONS OF FIX./FIX. OR FIXED LWTH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MM-DAOE COUNTY APPROVED MULLIONS IN BETWEEN. )ROS=UL09 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL aaebmPlyingwRhi9oPieed@f 1 11 WILL APPLY TO f1NTIRE SYSTEM. TfehHag Oode AcccptenaeNo .'7 d� g m P.}Pimltoo Date 2x'(�_ sI S s THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE s m� REQUIREMENTS OF THE FLORIDA BUILDING CODE MCLUOM HIGH VELOCITY HURRICANE ZONE(WHZ). hit.nd adePradudcanlo WOOD DUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER f' LOADS TO THE STRUCTURE. Q ucr ANCHORS SH&L BE AS LISTED. SPACED AS SHOWN Old DETAILS.ANCHORS TFC WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. RF&-PE' emp1>4q mo i. EMBEDMENT TO BASE MATERIAL SHALL BE,BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. ftft' AAtgnC�ANCHORING OR LOAM CONOITIONS NOT SHOWN IN THESE DETAILS ARE B tache Data 4.NOT PART OF THIS APPROVAL,A LOAD DURATION INCREASE IS USED IN DESION OF ANCHORS INTO WOOD ONLY. 14I a optCOM RIALS MMUOING BUT NOY LIMITED TO INTO CONTACT WRH OTHER OISSIMILAR MAN&W-IALL MET TITHE2413 Wog-20 REOWREMENfS OF THE FLORIDA SLOG.CODE SECTION 2003.8.4. sheat Of OBSION LOAD CAPACITY-PST DESIGN LAAO CAPACITY-POP 3/18"ANN.GLASS --3110"HEAT STREN'0.GLASS VINDOW Din. I 01683 TYPO'C' CIAO Tips'D' r CLASS Type'C' OLA86 TYPE'D' WOTH M ERMH(L) EM{+) ItiT.(-) E%T.(+) INT.(-) (L)•E%f.(+) INT.(-) E%i.(+) INT-(-) ggglll .080"INTERLAYER 090"INTERiAVER 24• 7&o 60.0 00.0 00.0 75.0 80.0 80.0 90.0 O BUTA4TE INA 6Y'OUPONT' SWRYCLAS 6Y UPONT'' "" 30' 78.0 80.0 80.0 00.0 784 80.0 60.0 90A 3/18"ANN.CUSS 3/18'HEAT STREHU CLASS 38' 70.0 80.0^ 80A 90.0 78.0 80.0 2p.0 00.0 dii!42" sr 78.0 80.0 80.0 90A 78A 80A 80.0 00.0SRICOHE SILICONE 48• 76.0 80.0 80O 80A 7" 80A 80.0 00.0 CSV CORNING 899 DOW CE SCS�899 , CE SCS 2000 78A 80.0 80A 80.0 _ 37' 76A 80A 80.0 80.0 38-3/8"76.0 Soo 80A 80.0 83-i/875A BOA 80.000• 76.0 80.0 800 s0A 74' 78.0 80A 80.0 410.0i1, 4 72• 76.0 goo 80.0 MO 28-t/2' 754 80A 80.0 00.00 24' 76.0 80.0 80.0 solo S7• �_0 78.0 80A 80.0 00.0. y !! y30' 75.0 BOA 804 60.0 03-t/8" � 71.3 76A 60.0 80.0 38" 78A 8a0 B1SA 80A 74" 71.3 73.1 60.0 90.042' 48. 78.0 00.0 80.0 SOA 28-112' 78.0 80.0 80.0 90.0 48• 780 80.0 80.0 60.0 37' Be 75.0 80.0 80.0 solo #8 x 1-�jl 4"SMS 76.0 80.0 H0.0 GOO 83-1/8' 67.9 728 80.0 904 AAT ND tOL_OFROM.0 MAX. �' AAT ND t1�2 FRM MAX �� 79.0 BOA mo 90A 26-112 7510 Boo 80.0 90.0 8H• 76.0 BOA �.0 80.0 37• 78' ISA WA 80A 00.0 G[ASS TYPE '¢' 01ASS TYPE 78A 78.8 800 804 83-t/6' H7A 80A 80A 90A a� 24' 76.0 00.0 8a0 90.o GLAZING OPTIONS 30• 7&0 00.0 80.0 80.o W 36° 75.0 80.0 80.0 mo 42' 6• 78.0 80.0 BOA 80.0 46• 75.0 80A 80.0 80.0 u 7t.3 80.0 00.0 �+Q�, w 60.2 84.2 80.0 90.0 L ' 00 88• 60.2 64.2 80.0 80.0 `- t'ANOON WIDTH WINDOW WIDTH 72' 60.2 84.2 80.0 90.0 `I iri �!A-- '`�I 24' 78.0 80.0 80.0 80.0-...._ 30• Mo .80.0 80.0 00.0 >e Q d..30• 7" 60.0 BOA 90.0 M w ofN 42" 72• 784 � 80.0 60.0 Sao48" na 76.6 80.0 Dao .t m,84' su 71.3 80.0 90A WIDTH AND LENO7H DMEHSIONS CAN BE ORIENTED VERBCALLY OR HOPoZONTALLY AS SHOWN A80VE. L_ _J 60' 802 642 80.0 80.0 24' 7" 80.0 80.0 90.0 _ 1WND0W IWNOOYL 1 N7DTHJ WIN001 30' 76A 80A 80.0 90.0 "p'7/IODUCf IiF.ItlB6VBfY E 1�„ If-''Ill I I $• 78A a.O 80.0 90.0 8o80m01yl�wEhlBeRlorftn r 42• 64' 70A 7oA 804 90.0 "am]BCoda Acceptance No_y, I I I 48° 66.6 88.6 80.0 00.0 JFe ranORD [:y.rlr.L] oil I r ( 84• 64.3 04.3 �.,� I I / 24• 75A 00.0 80.0 00.0 89iaui D.nle t-maictco0(ro d n �!•��e �• 76A 80.0 80A � � M. es° 7&0 78z HDA 90A. NOTE: � ffi s 4z• 64.6 64.6 80A 90A GLASS CAPACIMS ON TMS SI IEET ARE g<m v W1NM WW m vam MOM Y4NDOW WIDTH � I I 48' 69.9 593 �.0 80.0 BASED ON ASTM E1300-04 (3 SEC. GUSTS). 24' 70.0 80.o 80.0 Goo -1 30' 78A 80.0 BOA 90.0 Ergn.JA 0 AHAWO PRODUCT RITVI9BD ' R 36' t08" 74.8... 74.8 HOA 90.0 PIA.PE 70M Lotdvvftk liroFlaufde .1 3 Y T I I 42' 81.8 BIS 804 00.0 OAR' o 11 g8 Daft 3 1c L -f 24° 7&0 Bao 804 90.0 V-' S S 30' 120' 7&0 80.0 80A 80.0 4 rt Y ALLOWABLE LOADS FOR ALTERNATE MWPES AS SHOWN ABOVE OR StMBAR CAN 99 38" 74.5 74.8 80.0 80.0 1 �V �[ ProdUd drOWing no. VERIFIED 6Y INSWIDING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W09-2() SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAVES. - sheaf 2 of TYP lfnf SEE 4 ANCHORS 28Y`1000 SUCK 7[10 WOOD BUCK SEE ELEY,FOR SPACING METAL URE SEE EL.ANCHORS SfftUCNRE SEE ElE{L FOR SPACING _ OR ST URE '.•4< .g d" 4 e` °',�ae.a.e! a.. °' - - MMULLION&&MILLION ION ANMORS Z -A °•.: SEE SEPARATE NOA 2TYPICAL ANCHORS TYPICAL ANCHORSSEE ELEV.FOR SPACING SEE El",FOR SPACING99 It ' TYPICAL ANCHORS: SEE ELtV.Fat SPACING ;'•i WOOD BUCKS AND METAL STRUCTURE HOT BY ECO WDW. !! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM iX AIA. TAPCON 13Y 'M (Fe-12o KSI,Fy=92 KSI) J AND TRANSFER THEM TO THE BLRLOING STRUCTURE. INTO 20Y WOOD BUCKS OR WOOD STRUCTURES J !� 1-3/8" MIN. PENETRATION INTO WOOD In I' THRU 18Y BUCKS INTO CONC. OR MASONRY !t ji 1-1/4" MN. EMBED INTO CONC. OR MASONRY I!!' DFRECTLY INTO CONC. OR MASONRY O a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a ° C OIL TEKS OR SELF DRILLING S 6gfC (GRADE a CRS) O� INTO METAL STRUCTURES STEEL : 1 8"THK. MIN. 38 KSI MIN. $ k1 !i y / (fY ) z q i!it ALUMINUM . 1/8"THK. MIN. (8083—T5 MIN.) t ai �I! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) S W�g ii #14 SMS OR 'ELF DRILLING (GRACE 2 CRS) Yi INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') 4 (NO SHIM SPACE) TYPICAL EDGE DISTANCE 116 t!�! INTO CONCRETE AND MASONRY 4 2-1/2" MIN. INTO WOOD STRUCTURE a i' MIN. 114TO METAL STRUCTURE 3/4°MIN. t it CONCRETE fa A 3000 PSI MIN. $� C-80 HOLLOW/FILLED W.00K I'm- 1500 PSI MN. SEALANT: :�o i ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o m o ® JOINT SEALER. 1 R a RIMUD "' .� •< "^--., :�tODUCTRgUB flR,t��Y0S92 ��NY1u$t1�1t16oF1mtda d )^' ' _ aat4n+ CJL4L 38 �S t" ••:�� ;, :: -.o •8. °' ;:" .• 1 sCkNMECoibb•N@It68 AcaFlwo9No y •� � '� :. :t' ,� '° a c'�•'• ,-vs AtccPIgBCONo$n' 9 plmtlonOml6 f4L 3 N $• ' t„a•.. ••A ',•o d .•� °� t' •y •' •, . o°• - .p fifilmNofl 2lak��'�� _R � r •'' 9 ' Pra�etCo drmv!ng no. .: °. g•• a - ' TYRCAI ANCHORS r. v t SEE ELEV. NY '( ..P..!-'. J b�Y" SEE ELL'V.FOR SPACING Im' r M19tam DGdt P •dK� W09-20 :.::: .•� wobo SUCK FOR SPACING t� _ �'� sheat 3 of 5 •• ITEM 9 PART =40. DESCRIPTION MATBBIAL MANr./BQPPWBR/FxxAvt" �4ftu I FY301 2 FRNE HEAD/SRl/JAMB X83•-T8 - 1 B 7igt. 2 F1302 AS ftEQO. GtA20t0 BEAD-7/I8'CIASS 6083-78 - STFAP 8 Z 3 FY303 AS REOD. ANCHOR COYER 8088••78 - .-4 E203 AS REDO. WA7jR10 BEAD SU48 NEOPRENE UVRAFAS ..5 .FLO-50 t GIAWI SPACER- I/W HIGH SILICONE FRANK L017E g R SIO x I' 8 FIVUE ASSEMBLY SCREI93 CRS PH SMS _..�7 FYI20 - FLUSH FPAME ADAPTER 8083-78 Otnomt. WELDED JOKM U uml- APPP RADE CouNly AULUON RECT. OR SQUARE WINDOWS CIRCULAR WMIDOWS MITER CORNERS � V1 SEE SE EO�I NON SEE SEPAR+47E FKIA SEE MELtV.ANFOR S SEE .FOR 5AACGJQ COHNIM DSTAIL3 LOD t o 0 $Z TYPICAL ANCHORS SEE El".FOR SPACING YANDOW WAOTN WMM W01TH I/4' • ,/4"AiAX. L . I/ SHBtS• TYPICAL EL ANCHORS Sw © SEE SPA IEE EL ANCHORS FOR SPACNQ SEE ELEY. FOR Si'AQNO 3 3 .IiYt1DULT RFllRI7E6 $$ Ast"Iplyingwith the Flom t3aldingCode o. AcceptamNO Q• '.G3 ,. FJEtAL Sx�aRogDAte !�l $$m .. STRU07M .. , .F S'o •Y A31� gstl PRidtKR.Cd' E£bb» WOOD ,•.e o 'a '.SIR= - Engn AO NWAO PRCDU'C IMISSD FIA: 9.70882 1AM CM C.& lko Florida�7 8 ua _ 1BY CA. s Aa leptmwo� i4' g 2 infun EXTERIOR r woos.euCxs D O.L OPG. Mime P-6- ;F drawing no. 1 2413 Was—za VANDON 4710TH sheaf Oat .METAL �6 � R STRUCtUK TYPICAL ANCHORS TYPICAL ANCHORS MIM—DW CMUM APPRa]VE7 I + SEE ELM FOR SPACINQ SEE ELM FOR SPACINO ?AfLUON&MILLION ANCHORS ^.. �'•' '.>_. I SEE SEPARATE NOA Z Ir- ALT. Qpp TYPICAL ANCHORS SEE M.FOR SPACNQ to t4 I i I/4«MAX. OAM z SHIMS R o8$ ti 8w8� Wmm C d AD a- k� TYPICALAN AL CHORS •A SEE no.FTM SPX= „ A $8 .MODUC'PRENr%vAb °••s• deg9laplTlnRHtt6l6eFloddt • 9aMiegCeAe a © Vm100a0 f ass ALT. A Owed. ; RM-ALLATION DETAUS WITH FLUSH FRAME ADAPTER r9n PROri1JC1'RBVISBp Se, RA. a-7gS94• as Plpt vAth Qlo w"Wo i _ CAtf.J3J$ �e$Case 5 y AccaD iaaeDato • o' .d . I �b�{e7 By C9 > TYPICAL ANm daePwdatlem W09-20 _ CBCHS SEE ELEV.FOR SPAC,NQ silaet guf B MIAM!•1DADE M1O11-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/eeonomv Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series "Eco-Guard 500"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No.W11--e5,titled"S-500 Alum.Outswing Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,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 and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0223.27 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MI{1MIFDADE CQtfP1TY , t NOA No.13-0206.07 Expiration Date: May 19,2016 Approval Date: May 02,2013 Page 1 t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W11-05,titled"S-500 Alum.Outswing Casement Wdw.(L.M.I.)", sheets 1 through 6 o£6,dated 02/23/11 with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3140,HETI-10-3141,HETI-10-3142,HETI-10-3143 and HETI-10-3144,dated 12/29-30/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG-2007, prepared by Al Farooq Corporation,dated 03/01/11,signed and sealed by Javad Ahmad,P. E. (Submitted under NOA#11-0309.06) 2. Glazing complies with ASTM B1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Submitted unrler preplous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard" Outswing Aluminum Casement Window-L.M. ", approved on 05/03/12 and expiring on 05/19/16 ft- Manuel Pym,P. . Product Control,xamin r NQA No.13 7 Expiration Date: May 19,2016 Approval Date: May 02,2013 E-1 37" na- WINDOW WIDTH u vENT WroTH FALSE MUNTINS , W(SURFACE APPLIE�D�)I/8"TEMP.GLASS MAY BE USED3/8'AIR SPACE 1/8'HEAT STREN'D.GLASS I/8"HEAT SIREN-M GLASS.0"MTERLAYER BUTERLA ACRTi PVBPVD DY'ouPGNm.090 INTERLAYER .BUTACREACRE tW8 BY'ouPDNT' : HEAT stttEN o.GLASS 1/9'HEAT STRENb.GLASS DOW CSIUCOORNING an L� �CORNING we 9 9 ko r is 3 \ r NOSTCHOH OLLAZ�iW0 BEAD LEG AT INSUL.LAM.GLASS B li TO CLEAR BLOCKS fl0 GLASS TYPE 'A' GLASS TYPE 'AA' t� 8 POINT LOCK GLAZING OPTIONS TM z, r MAx. HEAD HE%� Z 3E L al LOCKING POINTS SILL CORNERS Z SEE CHART WOW. O*kHEIGHT NO.OF p TYPICAL ELEVATION W 0 ww UPTO AT SASH N 28' 2 38-3/8' 3 SO-8 8" 4 ECO—GUARD SERIES-500 Ts 3 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN LOAD RATING m+ 70.0 PSF R COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER (FOR SIZES SWWN OR 94MIM - 75.0 PSF WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING $ MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. a TF115 PRODUCT HAS BEEN DESIGNED AND TESTED i0 COMPLY WITH THEREOU oamu HURRICANE ZONE E THE FLORIDA EU1dDINC CODE INCLUDING HIGH VELOCITY THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. HURRICANE ZONE{HYHZ). WOOD RICKS 8Y OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. 1- LOADS TO THE STRUCTURE. W.4AVAD AIMO PRODUCFRBVLS9D id I ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS ascompfyieOwNlhIQeFMtlda EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. tlf�Pc Acaoptetmo& II Duildmg Godo ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 6xpitd"Dotoslq fo 8ij NOT PART OF THIS APPROVAL NOTE. •CC..... A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, GLASS CAPACITIES ON THIS SHEET ARE '• ' MATERIALS INCLUDING BUT NOT UMHT'.D TO STEEL/METAL SCREWS, THAT ' BASED ON ASTM E1300-04 (3 SEC. GUSTS) ® ,' toll, pa" w�X19 05 COME INTO CONTACT WITH OTHER III MATERULLS SHALL MEET THE AND FLORIDA BUILDING COMMISSION J t'� REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05-DEC-219 ahaet T ct 6 r,ra,�ANCHORSI", sEE I", tYPICAt ANCHORS �r WOOD DUCKM FOR SPACING EA' SEE ELEV. Ip • STRUCTURE FOR SPACING f-------------- _"—=�1 'a e 1 '..• i IMIA,h4^GAGE COUNTY APPROVED I I 4 e'•< ° °.'°• a. <a a °• �IMU LUON$MULUON ANCHORS t Z $ °'' 1 j5££SEPARATE NU11 0 k ei I4—^_ I ---- t O IO 7 t a 2 TYPICAL ANCHORS T(PICAL� 3 /� SEE EIEY. ---V FOR SPACING FOR SPACING b i V TYPICAL ANCHORS: SEE o" FGR spAmm WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. U MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1L4° DIA, TAP= BY 'ITiN' (P.-120 NSI, Fy.92 tcs) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4' DIA ULTRAWN BY_'ELCO' (F-177 KSI,I�-155 Kst) Ul INTO 2BY WOOD BUCKS OR WOOD STRUCTURES t-3/8= MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY p 1-1/4 MIN. EMBED INTO CONC. OR MASONRY F_ b DIRECTLY WM CONC. OR MASONRY ;p o r� o 1-1/4° MIN. EMBED INTO CONC. OR MASONRY Z �i 014 SMS OR SELF DRILLING SCREWS ((RAW 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy m 36 KSI MIN.) U�w ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) W°fes (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #2 SMS OR SELF DRILLIN• SCREWS (GRAM 2 CRS) INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. ® 1/8') g (NO SHIM SPACE) t3 TYPICAL EDGE DISTANCE c INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE = i' MIN. ' 2 INTO METAL STRUCTURE a 3/4' MIN. O t s CONCRETE AT HEAD, SILL OR JAMBS fc = 30W PSI MIN. d �° C-96 HOLLOW/FILLET) BLOCK AT JAMBS }'m m 2000 PSI MIN. S c S 1 V S E",.. VW AHMG PRODUCFRBYLSBD •e n . " ascomptykiswiththerforma 4e FIq.pE 70532 Dutiaing Code g CAN. Ao=ptouoo No n4•... . '} ° o. re y ° e. .I taViun Date Vlb 8 ✓3 5 TYPICAL ANCHORS 4• 1 71PP[CAL ANCHORS` RY SEE ELEV. 9' tgy SEE ELEV. Mttmd' Proses drawing rto. FOR sPaclNc wooG auac FOR SPACddG W11-05 sheet 2'a} 6 +i4•MAX 1/4"Max. +� SHIMS +/4"MAX. Z SHIM O O k 8 Gj TYPICAL ANCHORS By ADD TYPICALS� a FOR SPACING ----------ScPIEN OPT. -------•..•••---- v . SPACING RE METAL - - - - C04 gggg STRUCTURE C Q t0 �Ia WOOD+ B q 00 BUCK TYPICAL ANCHORS Q EXTERIOR v SEE ELEV. FOR SPACING D.L.GAO. cr01 VENT+Ym wulGow r ----•--.. tN Botrn t_p n &WM-DADS CGUIM a o SEE SEPARATE NIDA TYPICAL ANCHORS zd, SEE ELEV.FOR SWING rng I I II 11 11 11 I I I 1 I 1 11 tl I I WWDDW WIDTH WINDOW WIDTH _ :j ..bW AHHAD PRODUCI'REVIM .v g CMpL w 4omplying wilh ft Phni&FLA.PE CAN.7938 ga Aftle Ba"mjY 4-No - S E. 'ratbnDam 16 8 / E M+ami, edeProduMCoA6* ' lag JAM �5 METAL _ m�.� SIRUCIUIff '--- -- ----- ---- —�� .TYPICAL ANCHORS A9Attl—GAGE COUNTY APPROVED I SEE a".FOR SPACW0 p 1 I SEE SppA& NOA ANCHORS I j_ Z P• �I I I IS �i n ALT. �a 4 TYPICAL AE ELES TTPIGAL ANCHORS SEE ELEV, SEE ELEv. FGR SPACIMO FOR SPACING to c � g 8 ti � MAX sm ,s v�W •e : Q e TYPICAL ANCHORS ° + SEE ELEV.FOR SPACING TYPICAL ANGiGRs ° ... SEE ELEV.FOR SPACING "P, B �onK- sss ALT. tltltl111 <mu I Ig INSTALLATION DETAUS WITH FLUSH FRAME ADAPTER J. *am PRODl1Cl'HBYL4BD av- OL,�BwGhdleFlo,lda _ FICA 70@2 GnilftsCode gP� 'Aaeela Fac retlonionDato d I ° b77 o P,v _ ,.a ° p• / A+llau,i 1trOdect troy; dfaein, no. 15.741 � W11-05 sheet 4 of 6 2.750 Past PART$ QUANTITY DESCRIPTION MATERIAL MANB./8UPPL1W/RRMA=$ 1 EBOI 4 FRAME HEAO/39.L/JAMB Rou-Ta - .506 2 E502 4 VERT 8063-T6 - 1 0 3 Fuca As REOD, G-vm DEAD om GLASS) 8093-T6 - Z .062 3A E505 AS REOD. MMN0 BM ONSUL LAM.MASS) 9083-TB - 0 4 EROS A$RE00. sworn-VW.ALL LEN= 8093-T9 - 4A on AS 106. SNUBBER-FRAME.FULL LENGTH 8083-TB - �. .076 2.621 5 Em OPumm I SCREEN FRALm 6083-t9 1- t.893 7 010 X 1-1/4' AS REOD, FRAME AND VERT ASSWIXY SCREY6 - H WH 3MS • 8 cm AS fEOD. BULB WFAifiMMPPIN%OUROMETER 66 SANIOPRENE ULTIWAS L $ E203 A9 MIX). MA21N0 BEAD RUL8.OURDUM 65 SANTOPWAW ULTRAFAB $ I. lD 10 3Al2.OD.400 2/VERT 4 80 WIGE.AT TOP ANO BOTTOM STEEL TRUTH.OWALLED WH(2)/10 X 5/6'SOS 3e 11 13098.82 1 NULL PWNT LOCK SYSTEM IAMAK TRUTH 6& �t FRAME HERO/SWJAMe 12 - S/VERT KEEPER STEEL - d! 13 - 1/VERT ROTO OPERATOR ZAMAX/STL TRUTH 2-364--- t4 PSM-SS 2/CORNER FRAME WWF CORNER KEY Sr.STEEL - y(s 15 FY120 AS REDO. FLUSH FRAME AWIER 9053-To oRLONAt. Z . 1.339 16 3 AMI SAO INIATE NYLON M&M PLASTICS ' 17 010 X 1-1%4• 21 SKATE Fm SOS SKATE 18 N x 3/4" AS RM FH SUS SNUBBER SCREWS - IN mis r APART.PALRS SPACED AT 7-3/4"O.C. 2A94 i9 - 2/LIVE SETTING�L M 3/1W X 3/4'X 4`LONG NEOPRENE AT W FROM EACH END.OURCIVER 65 � V 372 20 F48-50 GLASS SPACER- 1/8"HIGH BACON£ Fam LOVE .002 r 2.613 .eBe N �' `: 71a S90 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SERA! SEALER. � 1.582 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. a r ® VENT 2.60 O o 0 1 LOCKS z Rfe 500 69 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB gg LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL uS U�w �j's— 2.611 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. W 4,a .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 15 FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4" O.C. MAX O EACH GUIDE FASTENED WITH (2) X10 X 1" P PH SMS 1.047 i 780 STAINLESS STEEL KEEPERS #31964.92 AT VENT jig GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8e P FH SMS i pae3 SEE CHART ON SHEET 1 FOR QUANTITIES4 t '31 c �I .130 1.750 HES, G E ��3 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' ffi3 R � LOCATED AT TOP AND BOTTOM CORNERS 493 FASTENED MH (2) #10 X 5/8" P PH SELF DRILLING SCREWS 1.172 n OPERATOR: 8 a GLAZING BEAD (INSUL. LAM. GLASS) 14 CORNER KEYcam v SINGLE ARM ROTO OPERATOR 052.13.012 8Y 'TRUTH' 1 1 LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS 245 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL E" PRODUCTR8VT6)� FASTENED WITH (2) #10 X 1" P PH SMS Fu.'PCNIL 2 B cumpmm 4A The Florida S CAN. 7 _-- ft Code E... i nro ,rade J c! �_ 120 780 120 ANTE-SAG SKATES: t I $ I T I I-� V1NYI.ANTI-SAG SKATES BY 'M&M PLASTICS' -740 -I.720 h- M-t.258-W •� dt�il toPro&¢t drawing no. �2 AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS �} 1) AT BOTTOM RAO_AT 4" FROM LOCK STILE W1)-05 4 SNUBBER -.VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. g oI g ® SNUBBER - FRAME shoat � § � k� ■ | A At ) fƒkk Iw;UQ 0 4g mma ' fRAMEmme §§ !■!| /§| . l,| 1 ll EW JAM_ __«m_ CML C#70M . _! ion 6 +� W!1-0 _4 ■« e � 4Y4' L Cover with Brakemetal, Seal All Joints with 3" x ' x%8'x33/4' 3/4' ° Construction Caulking Long Aluminum(6063-T6) Angle Clip M New Door Z�s Existing Steel (2, 3) Post to Remain M 3/a 1, x5"x/8' Aluminum 1"x4" xtq"x3/8' i Tube Aluminum Tube i � 3/i' Standard i Aluminum(6063-T6) i Mullion Clip with One I ce—New Tab Removed Storefront (4, 5) OPENING #2,. 3, 4.. 5 NOTE: • Fasten Each Clip to Existing Reinforced Concrete Slab with (2) % ' Tapcons (Min. 13/x' Embedment, Min. 3 Y2' o/c Spacing, Min. 2/2' Edge Distance in Concrete). Fasten Each Clip to Aluminum Tube with (4)#14 SMS. See Also Calculations Attached(File No. AWD R 1141113). • For Aluminum Tubes Fastening to Existing Reinforced Concrete Header Mirror Image Applies. GENERAL NOTES • Install New Storefront / Doors to Aluminum Tube Framing and Existing Substrates In Accordance with This Signed and Sealed Design Applies to the Installation of Aluminum Tube Specific Miami-Dade NOAs. Framing for New Windows I Doors I Storefront as Shown Herein Only. No Other Warranty,Express or Implied is Intended This Design is Based on Information Provided to the Engineer by the Contractor. Digitally signed by Contractor Shall Field-Verify Existing Conditions and Immediately Notes Engineer _ T.Mellin ofAny Discrepancies Herein M.FL 50049 All Work Shall be Performed in Accordance with the 2010F1oridaBuilding Code, CATEGORYFRAMING FOR NEW WINDOWS / DOORS / STOREFRONT and Local Codes and Ordinances that May Apply. Engineering Inc.5 D te:2014.1 1.14 Roy Residence, 1280 NE 101 St, Miami Shores, FL 1: :46:15-05'00' DESIGN NOTES 1600 S.Federal Highway.#207 Emma T.Mellinger,P.E. Wind Loads Calculated in Accordance with 2010 FBC and ASCE 7-10. Pompano Beach,FL 33062 - — FL PE 1#50049 Vult=l75mph,Exp=D (954) 784-6991 Dwg: # AWD R114111 RRev: 0 By: ME Date: tJovember 13,2014Sheet: 1 of 2 Revisions Br CA 425854 Cover with Brakemetal, Seal All Joints with Standard 01 Construction Caulking Aluminum(6063-T6) Mullion Clip with One Tab Removed 00 ol _-- -- Existing Steel New Post to Remain Window (24, 25) 1.,X4.,X'/$' 1, X4„X�8' Aluminum Aluminum Tube Tube o Q Standard i Aluminum(6063-T6) Mullion Clip with One New Tab Removed Window (23, 26) OPENING #23, 24, 25, 26. NOTE: • Fasten Each Clip to Existing Reinforced Concrete Kneewall with (2) I4” Tapcons (Min. 13/4' Embedment, Min. 2 %2' o/c Spacing, Min. 21/2' Edge Distance in Concrete). Fasten Each Clip to Aluminum Tube with (2)# 14 SMS Each Side [(4) per Clip Total]. See Also Calculations Attached(File No. AWD R 1141113). • For Aluminum Tubes Fastening to Existing Reinforced Concrete Header Mirror Image Applies. • Install New Windows to Aluminum Tube Framing and Existing Substrates In Accordance with Specific Miami-Dade NOAs. Digitally signed by Emma T.Mellinger, CATEGORY r [1, FL 50049 FRAMING FOR NEW WINDOWS / DOORS / STOREFRONT Engineering Services,Inc. e:2014.11.14 Roy Residence, 1280 NE 101 St, Miami Shores, FL 6:34-05'00' 1600 S.Federal Highway.#207 Emma T.Mellinger,P.E. Pompano Beach,FL 33462 FL PE#50049 (954) 784-6991 Dwg: # AWD R1141113 Rev: 0 By: ME Date:November 13,2014Sheet: 2 of 2 Revisions sY CA#25854 Miami Shores Villacip .5 ton G Building Departmen NINE NMI" 10050 N.E.2nd Avenue Miami Shores,Florida 33138 �d Tel: (305)795.2204 OR1> Fax: (305) 756.8972 Page 1 of Permit No: v S 14 _U � 9 1 Structural Critique Sheet 1 15 A/YZ, U,— by 0. am U y-e C � o STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re-submittal drawings. Mehdi Asraf Miami Shores Village •5'��R�s. Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 ` ob Tel: (305) 795.2204 �lpR�A Fax: (305)756.8972 Page 1 of 1 Permit No: w S l 4 Structural Critique Sheet 0") A/I-e �,... by ,te Lic ✓r e� G3�R-f 0 ' j -&" STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re-submittal drawings. Mehdi Asraf Jan 06 2015 03:01 PM HP FaxAlpha Windows 95478151819547815181 page 1 '�' i= _.,SURN E 115111115 fte Mwer. PM IMsutanW-Agwcy rhu sf ea ro rtoa w ae a MAW oif* 0, '' tfen"w d low 9 2-7 U.S.Highway 19 N. �a�c wr a bt► � t + Hbllday;FL 34681 (72 7)9"62Ins M.Af ording CWMBP N=� wourndi SaM East fbamanno Wising;Iho.&Subsidia IrMurorA .Comp�ty it MA 2-739 U.S.Highway 19 N. ipeurorB Holiday, FL 34691 IMUM G urer a . I=uMwF- JSMMW jpag ftIWO&NWWOn.anaWMM 614-hPWr3-Apse Q+e�; n a+i�a haY!oeennoduaa:bg p� AWL INSEW Tw or ryas Pow N=W p DMn Llmns aa,o�unenar Birrii�a 1 r�!`li blit o i'nroaOWANMA 0184P.WWOQ Owur ' •A4rlq(utlr efislh►til`,�pllsa:per: .- G�L�I.IABII.Fx'Y jjAAGdA.Mt 410. .lm 1kar.FlU may, �MerAoavbnq •° .�erAootdenl} •OcOuc aitla�'i aea+ A WoNoeraGotnpsrand VflC f4iII! 01i/ 16 OiiIP�tQ1S x .a1lC laEtnp�rfti+�'1iaa1�1li�i:. ar„��1 uta000ao Arnf> �ane1ve�d doNoB un0 tgpyt.pioaii�,aoic�v. Sfxacoo H47e Rtool +lu iied: proms:IDS •�s�-oma CCA�air a e a ;gad h Ir: tr y.xn a ttmlesd +es t lhefk*AAg1c o�erwi�siterrwj�pA�e►. :d4at>�liaw �.�feera t>rdg�.111ba:N�uitd5dati; 'PBiff lsariq: w a & enptai H 'woNlp:bn`P1, •Naf t+ obelY 1 Ed�1+ ;W; .0 .0 lint�mn yi oc atfY�t#f� ty A i�tif'f�.dgf11��6� •6C+ 1�Fi'taeN ie��byr{ '�'f'otflN��4i!'�+ `437?3,�$o1`bM C�At1�..�2'T1938-SS&2 RJkk86t+76t�,�+ril�itts�e e�s''t'"•1�� 1211GE'14ti($i~I)11�1Sf8118��R$IS$It6 Oi-0�'44:�} .�;�' Yt4lRtY7Vi ' <a�ar�es+arn t�.9w, #A�rwiatoo+e�rfR ate o�mi�;gbadn�• eA�+�.�tu+��w�m:ua.�aa�.xna�..eM�... fooMXE. 2WWAVEWM Miami Shores Village MAY 06 2015 �.�sscs- o Building Department B ' +t5 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 (� I Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.k.AS-11-1 .4 ZtoO�� PERMIT APPLICATION sub Permit No. BUILDING F-] ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP t� CONTRACTOR DRAWINGS JOB ADDRESS: ' d-p® nE_ '® ( S ' ! City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: •'2,2n5 ID Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: ^^� �U Flood Zone: BFE: FFE: OWNER:Name(Fee Simple .��Titleholder) tom `" ila NA C-( ` Phone#: Address: f o�ge k)�. �� S-k City: State: AFL- Zip: Tenant/Lessee Name: Phone#: Email: _ rl 1 & CONTRACTOR:Company Name: � Phone#: Address: City: Yr c no ,State: Zip: Qualifier Name: or Phone#: State Certification or Registration#; ,C�i1__?_S1�5 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:A 140, Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:0Ek__4NY\ Specify color of color thru tile: Submittal Fee$ Permit Fee$ J CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ L (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address — City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic ccurs ven (7J days after the building permit is issued. In the absence of such posted notice, the inspection will Xbeapve and a char ed. Signatu a Signatur OWNE o CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this C I day of H A.1 J20�, by _day of 20 1 ,by W I LI.f AN who is personally known to who' personally known to me or who has produced. :1).L. as me who has produced as identification and who did take an oath. identification and who did ke an oath. NOTARY PUBLIC: NOTARY PUBLIC: NICOLE OBERRENDER NICOLE OBERRENDER * MY COMMISSION#FF 112115 * * MY COMMISSION#FF 112175 EXPIRES:April 13,2018 EXPIRES:April FI X11 Sign: �'qr Bon rue Sign: rFOF M.OP onded Thru Budget Notary Sobs Print: int: Seal: Seal: wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww APPROVED BY �" -6— /"5-Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ALPW100 OP ID:ACE CERTIFICATE OF LIABILITY INSURANCE455/04!21041201155 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED,the pollcy(Ies)must be endorsed. H SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endoreeme s, PRODUCER CONTACT Eve Insurance A MAN- Evergreen Insurance Agency �.__...._._ .._ _._ 503 Avenue N Ste�2� PHS .561-966-8883 ,N, 1»9 8885 Royal Palm Beach,K 33411 MiBURER{SI AFFOrMNG COVERAGEMAIC 0_ _.............._..._..__..__ INS(MR A:SCMtsdaie In surance CORnpapy INSURED _Alpha 1Mnclows$Doors,Inc. _ INSURER e $90 SW 9Ut terrace,Suite 1 -- _::v_:::.4__........ Pompano Beach,FL 33469 INSURER C INSURER D: I INSURER E COVERAGES CERTIFICATE NUMBER: REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY RECAREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERAS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR i TYPE OF INSURANCE POLICY NUMBER t== ypy� LIMITS A X c.omo Rcw swim ummw EACH OCCURRENCE $ 1,000,00 I j CLAIMS �OCCUR PS2194853 08/04/2015 0604/2018 -_ �.-- r........_....._ PREMISES ENL._.agwxenp3� $ 100,00 I__.._. ._ _ _.......----.-----_..---.----.........._...... aeEO Hca(AnX one Person) $ 5.00 _. i P>vRSONAtaADV IN.IURY $ 1,000,00 GENt AGGREGATE LIMIT APPLIES PER w -- GENERAL AGGREGATE $ 2,00O,aQ X POLY ......_.. JECT PRO- ��Loc PRODUCTS COMPIOP AGG $ 2,000,00 OTHER' AUTOMOBILE LKSILI'fY COMBROED SINGLE LIMIT $ ANY AUTO OWLY INJURY(Per Person) $ ALL OWNED _ SCHEDULED _.__--............ ... _..... AUTOS AUTOS BODILY INJURY(Per aowent) $ NON-OWNED . __ -. ..........._..... HIRED AUTOS .. AUTOS R [YLLAUtG $ po®r UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESSUAa GWMS•MADE. I AGGREGATE DED RETENTION$ $ VYORItERS COWENSATtON AND EMPLOYERS'LIABILITY YIN ( ST T =Awv I�ROPR>�TORraAxns:anx�GunvE - CER/A9EAaBER EXCLUDED? �w I A EL EACH ACCI?ENT ( for In NHi _._..._ _ E.LDISEASE EA $ .........._......_...... t SCRiPf10N OF PERATIONS bemw 1 E.L.DISEASE-POUCYLIMrr $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 981.AddMOW Rero*S Schedule,nW be etMehed H ce awe spaIs repulmd) Licen"III SCC131151122 CERTIFICATE HOLDER CANCELLATION Miami Shores VINage MIASH41 14080 NE 2nd Avenue SHOULD ANY OF THE ABOVE DESCRIBED POLICIES EcANCSu. a BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE GINS-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD :.�aBvl�E.�r01.ST.: •:• PERMIT#: • • • ••• • • • M18r111 sticre3 111, APpROVED BY ... .. ••. UITY ZONING DEPT DA7� .000 go*. BLDG D . . . . • . . Ef'T SUBJECT t-0 .. . . . .. ... .. CCMF'1.LoNCE WfTH ALL.FEE[i • • • • • • • O• • C. Y STATE ANS ERAL .• ''y• . }�.�.��.• • • Atli) REGULATIONS S=jW%Cr u&GI 1*6 0 000 ••' SEE AT 11ACIEDANGINEERRING S 2.13ouble French Door 3.Doubie Frenah Door 72"x90" 72x90" 701-75 70675 NOA 12.0402.03 NOA 12.0402.03 6-88 (2)Single Casement Windows 27112°x 51" 4.Storefront Whxbw 5.Storefront WhMaw 701-75 31314"x 82" 39112"x92" NOA 13-0206.07 801-60 W-80 (1)1x 4 x 51"Tube Mulfion NOA-1005.01 NOA-1005.01 1301-130 NOA 124=1.09 7-8 FAMRY ROOM (2) (2)Single Casement Windows DINING ROOM 36 7/8°x 51" 70%75 NOA 13-0206.07 1.13ouble French Door 72"x80• 70%7b NOA 12.0402.03 12-12a MAY 0 8 2015 (2)Single Casement Windows 28 314"x 6311" 70/-75 NOA 13.0408.07 (1)1x4x63W Tube Mullion FIRST FLOOR 101.91-101.9 NOA 12-0221.09 LIVING ROOM KITCHEN 11-11a I 10.10a (2)Single Casement Windows (2)Single CasementWindowe 29314°x83112" za 3/4"x 63112" IS10 701-75 701-75 NOA 13-0209.07 NOA 13-0208.07 _...._ - . .. - (1)1x4x831n" (1)1x4x631/2" REVISIONI Tube Mullion Tube Mullion (2)Single Casement Windows 101.96101.9101.9/-101.9 28 5B"x 38 318" NOA 12-0221.09 NOA 12-0221.E 9.Sle Casement 70%75 24 314 x39 11NOA 134Y208.07 701-75 (1)1 x 4 x 38 318"Tube Mullion NOA 13-0206.07 1301-130 NOA 12-0221. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1280 NE 101 ST . ... . .. . ... . . .. . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . • ••• • .• • • • •• ••• •• 25-258 • • • • • • • • • (2)Single Casement Windows • ••• • • • • •• • 361)2"x47314" • • • • • •• • 24-24a� 70%75 • . . . • • • • SEE ATTACHED ENGINEERING •• • • • • • •.•(2)6lpgle Casement Windows NOA 13-0208.07 SEE ATTACHED EN EERING 36112"x 47 3/4" 70%75 (1)1 x 4 x 473/4" NOA 130206.07 Tube Mullion 130%130 (1)1 x 4 x 47 314"Tube Mullion NOA 12-0221.09 26-26a 1301-130 (2)Single Casement Windows NOA 12-0221.09 341/6"x 47 314" 70/-75 NOA 130206.07 23.Picture Window (1)1 x 4 x 47 3/4"Tube Mullion 28.Single Casement Window 581/4"x 47 3/4" 1301-130 36 7B"x 51" 75/-78.8 OA 12-0221.09 70/-75 NOA 14-0317.03 BEDROOMIDEN NOA 13-0206.07 21.Picture Window 571!2"x 51" 87.9/89.9 DRESSING ROOM NOA 14.0317.03 22.Picture Window 731/4"x 47" 27-27a 67.9/-69.9 NOA 14-0317.03 28)3/4 Single SCasement Windows BEDROOM 70/-75 NOA 134)208.07 SECOND FLOOR (1)1 x 4 x 47 314"Tube Mullion 1301-130 NOA 12-0221.09 20.Single Casement Window 36 7/8"x 51" 70%75 NOA 130206.07 32.Single Casement Window 37"x38 316" MASTER BEDROOM BATH 70%75 NOA 13-0206.07 19.Single Casement Window MASTER BATHROOM 38 7/8"x 51" 70%75 IBEDRCOOM EVISION 2 NOA 13-0208.07 )Single Casement Windows8 3/4"x 51"0%75 33.Single Casement Window BEDROOMOA 13-0206.07 18.Single Casement Window 37"x 38 3/8" 36 7/8"x 51" 70%76 )1 x 4 x 47 3/4"Tube Mullion 70/-75 NOA 13-0206.07 301-130 NOA 13x206.07OA 12-0221.09 31.Single French Door 34.Single Casement Window 32 3/4"x 80 318" 30.Single Casement Window 37"x38 3 a" 70%75 36 7B"x 51" 70/-75 NOA 12-0402.03 701-75 NOA 13-0206.07 NOA 13-0206.07 . . ••.• ... • . ••• .. .. .. .. . . . . • • • . . . . •• . • •• • . . ... 5 ;® a SoedeOy Ertgineerhtg Consultants,Inc. �61yR.4 yawVelodtes in Soulh Florida •t • • 5 •• • •i• 1598 SW 30 Avenue,Suite 020plc froward Palm Beach • • • • • •• • Boynton Beach,FL 334328 r• it • •• Rink Call 165 1% I% [.ow rialto humans formdss,she • • • • • • • • 5 • • • • • ••• FL.CA 0 009217 Risk Cal.2 1 173 1 170 1 170 1 Sinpl,F-fl Residences P . Cp•��•� .:. •.• aui.9a Risk Cat.3&4 186 ISO180 EsseodalFacilities �= L• CC Intatuc8o and Om8a0ons of Use l l 1 Charts a wtrld pressures based on the mean roof he ht AM she0 not exceed 80•-0'. 2 n ressures ere for an enclosed shuOere or other M ct reslafence roteceon r V(mph) V56 4062VW f%HV117gWig.2616*• •• 3 User shall detemdne the mean roof h ht.(Esus h M+Roof Peak Risk Category • 11 •Tab1.1.5*paV 2• • • • 4 End zone distance is the lessor of 10%of Ie ,10%otwkOh,or 40%of the mean roof h and not less than T-O" Exposure W W.shbn 2(W • • • •• • 5 O50%of a component Is Ina ler zone then that component•considered to be in zone with the majorityrofthe area.Iliquestionable than place in Zone 5 Kd 0.8MJ U'WP26.01,PAN 21b• • • 6 Each component window,door mul0on has a area that B area to be used.Area of con nems to rounded down but shall not below than 10 sf. K& • 1• 0 26.�I�p ge'T •• ••• 7 For NOA•s that utre a Kd=1.0 then Mui 1 the values Dated hereto 1.18. GCpi o�18 �.t8 0.5 8 Whtd assures ere based on Allmxable stress d Pitch of roof 3112 14.0 degrees 8 n res Osted herein ere va8d for ren B and C and exposure D.max roof height 30 Oxta 14.0 degrees 10 Chane and values listed herein ere oN va8d when signed,dated and sealed O Mc le PE 558214 or Mark LeBlanc PE 035883 11 Wind d n res ere calculated in accordance with ASCE 7-10 Method 2 12 No reduction B taken for sto less than 10 degrees. Area of Am oformponent Area ofoxnPoneat Am ofoomponest Area oforappancut Area ofampment Area ofcaurponent Area of t Area of Area of t Area ofnxn 10.0 of MG.f 20.0.17 25.0 sf 30.0 sf 35.0 of 40.0 sf 45.0 of 50.0 sf 55.0 st' 60.0 sf Meas Rcof I leight Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 13 43.4 -53.6 42.2 -51.3 41.8 -50.6 41.4 49.8 41.0 49.0 -40.6 -48.3 40.2 47.5 -39.8 46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 36.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 -48.8 -40.8 48.0 40.4 -47.2 40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 -43.9 -53.3 43.5 -52.6 1 43.0 -51.8 1 42.6 1 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 1 47.8 40.5 47.0 40.1 46.2-- 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 -49.9 -41.8 49.1 41.4 48.3 41.0 -47.5 40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 44.9 -54.3 44.4 -53.5 44.0 -52.6 43.6 1 -51.8 43.1 1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 44.9 -54.0 1 44.4 1 -53.2 44.0 -52.3 43.6 -51.5 1 43.1 1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 1 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 1 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 1 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 -51.6 43.7 -50.8 1 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 -46.9 -56.4 1 46.4 1 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 2 . 1 -61.2 1 48.2 1 -58.5 1 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 -44.4 -51.6 44.0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 49.9 -61.6 48.5 -59.0 48.0 -58.1 47.6 -57.2 47.1 -56.3 -46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 1 44.8 -52.0 - 1.1 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 c4Bx5_I 30 -50.3 -62.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 45.1 -43.6- ® ✓' Cj o t � M IAMI MIAhiGDARE COUNTY PRODUCT CONTR914MCTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1180509W 26 Sheet,48om 20$..... BOARD AND CODE ADMINISTRATION DIVISION T(7895 X11-2:90 F qS"5-2599 •• NOTICE OF ACCEPTANCE (NOA) wwmia lamidad m-wtonomY...:. Eco Window Systems,LLC •••••• • 9114 NW 106 Street •••••• • Medley,FL 33178 ••�� •�� •�� ...... .... ..... SCOPE: • • • • .. .. .. . ...... This NOA is being issued under the applicable rules and regulations governing,oft-Ise of construction •, materials. The documentation submitted has been reviewed and accepted by Mihmi-Dhde Cpm gm 200000 Product Control Section to be used in Miami Dade County and other areas where allw4ked by fhe Au t horit;.... Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 500"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-05,titled"S-500 Alum.Outstiving Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Alunad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 jab site at the request of the Building Official. This NOA revises NOA#12-0223.27 and consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. f r' NOA No.13-0206.07 111AMl DADS COUNTY F � Expiration Date: May 19,2016 Approval Date: May 02,2013 Page 1 t t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0006 . . 0000 0000.. 06 6 . ... 6 A. DRAWINGS ' ' 0000.. .. . 000000 1. Manufacturer's die drawings and sections. 0000.. 66666. 2. Drawing No.W11-05,titled"S-500 Alum. Outswing Casemen`t"Vtrdw.(L.M.I::', ' sheets 1 through 6 o£6,dated 02/23/11 with revision C dated 0.01213,preinew by ;,;,,• Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.1 0000.. B. TESTS 0 • . . . . 0000.. 0000.. 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94, :0000: 2)Uniform Static Air Pressure Test,Loading per FB6C TA��b%�94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3140,HETI-10-3141,HETI-10-3142,HETI 10-3143 and HETI-10-3144,dated 12/29-30/10, all signed and sealed by Candido F.Font,P.E. (Submitted under NDA#11-0309 06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG-2007, prepared by Al Farooq Corporation,dated 03/01A 1,signed and sealed by Javad Ahmad,P. E. (Submitted under NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. I1-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard" Outswing Aluminum Casement Window-L.M. approved on 05/03/12 and expiring on 05/19/16 Vntfl-" 1*�� Manuel Ppw,P. . Product Control xamin r NOA No. 113-0206:67 Expiration Date: May 19,2016 Approval Date: May 02,2013 E-1 WINOOY/WIDTH `� I 35' VENT WIDTH Q FALSE MUNTINS)) 29 /8" F s 1/8'TEMP.GLASS (SURFACE E USO D.L.DA.OPC �� O 3/8'AIR SPACE 4i�PJT'AC ' '.GLASS 118'HEAT STREN'D. GLASS ER 090 INTERLAYER / (� BY'DUPONT .BUTACTRi P40 BY'OUPONT' STREN'D.GLASS 118`HEAT STREN'D.GLASS " °3 g. SILICONE F ORNING 899 DOW CORNING 899 \ II NQ�TCH GBLOCKS a8 T INSLEADEGLAM,GLASS B ii TO CLEAR BLOCKS GJ ASS TYPE 'A' GI ASS TYPE 'AA' 6 POINT LOCK12* n GLAZING OPTIONS MQL 7"MAX, o LOCKING POINTS SILL CORNERS z SEE CHART WDW.HMT EEP TYPICAL ELEVATION UPTO AT SASH N 28' 2 C� 38-3/8" 3 50-5/8" 4 ECO—GUARD SERIES— 00 78' 1 6 ALUMINUM OUTSWING CASEMENT WINDOW `o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN LOAD RATING + 70.0 PSIF R COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER (FGR SIZES SROM OR SMALLER) — 75.0 PSF WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING till I MIAMI—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 •• .••• • • • • • •• o Ca M REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY THESE SViNDOWS ARE•RAT£D•FER!ARAE S1Ml1.liL1�SIl.E•BAPACT. a m a HURRICANE ZONE(HVH2). SHUTTERS ARE NO �1U • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. E PRODUCTRHVL4HtJ }}, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS "nA PE 70gpg iN EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. p ' D Rding wtitkd•Fh71Qa o g Dulling Cmb ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 9J ., • AccoDrAlonne 0 0 • ,q NOT PART OF THIS APPROVAL NOTE: •A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS UNTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET ARE Ptadxt drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT BASED ON ASTM E1300-04 (3 SEC. GUSTS) Z � 0 W11-Q5 COME INTO CONTACT WITH OTHER DISSIMILAR MAIERULLS SHALL MEET THE AND FLORIDA BUILDING COMMISSION REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05—DEC-219 sfieat 1•of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS u taY SEE ELEV. TYPICAL ANCHORS V. ' Y/OOD BUCK FOR SPICING MAL SEE 0". ro . _ •, UCTUIif MR SPACING f--------------____--'i :. a °',a •4 •: a - I IMUBdI—DADS COUNTY APPR�ED I I a d°'• °• a it ° IMUUJON a MULLION ANCHORS 1 I Z 0NSEE SEPARATE NOA k61 1 I W V Q 2 TYPICAL ANCHORS TYPICAL ANCHORS �Q SEE ELEY. $ SEE ELEV.- FOR FOR SPACING a UI __n FOR SPACING Y. i I � ^ TYPICAL ANCHORS: SEE ELEV.FOR SPACINGof WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. U 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM [4a D1A. TAP BY IT1H' (Fu-1120 ksl, Fym92 KS1) r AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4° DIA. UIJRA= BY 'E1CO' (Fu-177 HSI,Fy-185 RSO Ul INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY pp 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY c 1-1/4° MIN. EMBED INTO CONC. OR MASONRY Z &14 SMS OR SLE DRILLING StEWS (GRADE 2 CRS) :Z r INTO METAL STRUCTURES0 O1 v STEEL 1/8" THK. MIN. Ty36 KSI MIM.) � IU m� i ALUMINUM : 1/8° THK. MIN. (8083-TS MIN.) H (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SMSOR SELF DRILLING-SCREWS (GRACE 2 CRS) INTO MIAMI—DADS COUNTY APPROVED MULLIONS (MIN. THK. 1/8") S (NO SHIM SPACE) a I� EDGE DISTANCE o 1 Cel- ITO NCONCRETE AND MASONRY = 2° MIN. INTO WOOD STRUCTURE = I° MIN. $ 2 INTO METAL STRUCTURE = 3/4° MIN. O t CONCRETE AT HEAD,SIU.OR JAMBS I,*:� kit • � • �' '� s t0 g t8 C-90 H�LOW/FILLED BLOCK AT JAIiBS Pm = P�Ft F({N.• • • • � �h I Y Fd y 1 •• ••• •• • • • • p $ a de° Eagr.000 PSiMAO PROAUCTRBVlSBDCIML I e n ° d °• I FLA.Pg9 1 7699200,Bu �PIYI�tYR11tA0P1001� 3 CAH. Oultdi�5pde • 8 - • • Aomp ao X10 • js •~,a A p ,•4'O •9 > °, • I nIota b ° etl 9 ° TYPICAL.ANCHORS ITI'ICAL ANCHORS` • • • •• • a.. .e SEE ELEV. •°. Igy 1 SEE ELEV. • •.•RYA •• 9 o FOR SPACING FOR ELEV. • • Miami a trd.- awin no. VlO��/CN q 2013 W11-05 sheet 2 of • • • • • • • • • • 1/4e MAX it SHIMS 1/4'MAX. SHIM © 8 U SHIM 18 4 8 12 TYPICAL ANCHORS � 7SEE ELEV, . 5�� V2- --- WC FOR SPACING ----------SCREEN OPT. ------------- 'a FOR SPACING . .p• $�oo n � O �QQ METAL STRUCTURE a ,� R� g 7 q, wow SUCK TYPICAL ANCHORS 1 EXTERIOR EE ELEV. O �— D.L.om VENT WIDTH WIN=WI�Y1H_�__ 11 m �jYppjh ! C O� NAPPROVED MULLION Z 4J. SEE SEPARATE NOA �.3 TYPICAL ANCHORS SEE ELEV.EOR SPACING i r—==•I i O I 1 I I tlg ��qq u n Fs o u n I , WINOOW WIDTH WINDOW W um • • • • • • • • • •• ••• •• • • • • ftn JNAD AHNAD PRODUCERilvim .9 CIVIT. m rompFm PE � ty�kis with ft nm& CAN:""ir Pocep,}a�Mae g• t�• '� •io•on 7 �( ty � :'• i tro} •i df Wing.. no. JAN 5 W11-05 sheet 3 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • KETAL TYPICAL ANCHORS i I MV@:1i^OAAE CGUNtt APPR�EO i' . SEE DEV.FOR SPACNO t t MTILLION&LRILLIOM ANCHORS it Z g yv. 0. 11 SEE SEPARATE MOA II „s. tt ti j-�' is = I {g nANCHORIS CA)AIT. TYPR`&ANCHORS TYPICAFill u}gSEE EIEV. Mil g FOR SPACNG FOR SPACING �y el$ N 39 �ro 1/4'MAX. c Z X SHLldS ALT. Z ig a iS 0 a 4 e jig a, ANCHORS I TYPGAL ANHRSSEE E EV FOR S SEE ELEV.FOR SWING °•:.'a n . .. •• •• • • • • •• •• 'qq�MM �$ •• ••• 04 •• • • ALT. • 04 R ® 00 000 90 0 0 0 04' 15 INSTALLATION DETAILS WITH FLUSH FRAME-ADAPTER Cogr. AHLW PRODUCEREVISED FLA.PE 7 °��mptylrgwithil•Pim28n yqy .. CAR .•• Duildiugrodo .i N �,'o.a • • • Acce�najVo r gg • • on pato !6• 8 • •• 139 • p : . N 15 201 Flan' a prod* -d74 w 1 1-05 C. sneer a or s . . . . . . . . . . . •• •• . . . .. .. ••• • • • ••• • • 2.760 ITEM PART® gUANTITY DESCRIPTION KATEBTAL MATIP./BUPPLIER/REMARK9 tVt�� I ESDI 4 FRAME HEAD/SELL/JAMB 6083-T6 - .500 2 E502 4 VENT 6083-TB - 1.330 3 FYI08 AS REGO. "NO BEAD(LAM.OVSS) 8083-T8 - 082 3A Ea00 AS REGO. 61AONG BEAD(INSUL IAM.SAW) 6083-T6 - 0 4 ESOS AS REGO. SNUBBSR-VENT.SAL LENOTH 8083-T8 � 1 4A ENS AS REOD. SNUBBER-FRAME.FULL LENGTH 0003-T8 - A78 2.821 8 ENO OPTIONAL SCREEN FRAME 8083-T5 - � O 1393 7 110 X 1-1/4' AS READ. FAND VENT ASSEMBLY SCREWS - H%YH SMS 6 8 M03 AS REOD. BLAB WEATHERSTRIPPING,OUROMErER 85 SANTOPRENE ULTRAFAS a E203 AS REOO. GLAZING BEAD BULB.OUROMETER 65 SANTOPR£LE ULTRAF'AII j 10 36.12.00.400 2/VENT 4 BAR 11M.AT TOP AND BOTTOM STEEL TRUTH.INSTALLED WN(2)110 X 5/8'SDS 11 t30B&92 1 MULTI FONT LOG%SYSTEM 2AMAK TRUM 1� FRAME HEAD/SI.L/JAMB 12 - 0/VENT KEEPER STEEL. 13 - 1/VENT ROTO OPERATOR 2AMAK/STT TRUTH 2304--- 14 PS140-SS 2/ R FWZ/YENT CORNER KEY ST.STEEL - 1339 15 FY120 AS REOD. FLUSH FRAME ADAPTER 0083-TB OPTION . 5 TO - 3 ANTI 30 SKATE----•.---- NYLON Um PLASTICS 7V 17 110%1-1/A' a/SKATE Flt sm$,RATE Sams 9111 18 18 X 3/4' AS REDO, FN SNS SNIMER SCREWS - IN P11114 a'APART.PAIRS SPACEO AT 7-3/4'O.C. 2.084 19 - a/LIVE SERING 81.0131 3/10'X 3/4'X 4"LONG NEOPRENE AT W FROM EACH END.1%IROAKTER 88 � V 372 a0 I Eta-450 I 4IASS SPACER- 1/e HIGH SIUCONE fk4w Lm a5z 2.813 sea to _ SEALANT: 719 a9a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. ` O 1'682 2.888 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY.VENT O a" 082 LOCKS Z 3 2 419 .500 69 MULTIPOINT LOCK SYSTEM 013096.92 BY 'TRUTH' � 59� AT FRAME JAMB GS LOCK OPERATOR #24.33.XX.004 AT 8-1/2- FROM SIU, 8 o �— a.et1 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. W�g .603 .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES Loa? is FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4" O.C. MAX � EACH GUIDE FASTENED WITH (2) f t0 X 1" P PH SMS t.760 STAINLESS STEEL KEEPERS #31964.92 AT VENT 1� GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS as3 SEE CHART ON SHEET I FOR QUANTITIES r. 130i.750 HINGES: t �T3 I 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' 9 sill LOCATED AT TOP AND BOTTOM CORNERS 493 FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS N i.i72 • • • • • • • • • S c Ti OPERATOR: • • •• • • • • • o<m ®GLAZING BEAD (INSUL. LAM. GLASS) 14 CORNER KEY • •• • • • • 000 • c SINGLE ARM ROTO OPERATOR X52.13.012 BY 'TRUTH' • • • • • • • • LOCATED AT SIU. END •• ••• •• • • • •• FASTENED WITH (6) #10 X 1" P PH SMS 245 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL Ergr. WAD PXWD PROwcr RDV141iD FASTENED WITH (2) #10 X i P PH SMS" cr as cmnpbft with the Wo11da s C f 7a *•• Building p i .7rO 120 .780 .120 • • • ° �•"fo -41` ANTI—SAG SKATES: • • a -I.720 f- �t.258�I—f VINYL ANTI--SAG SKATES BY 'M&M PLASTICS pj•m pT +L� I •i veiny no. �2 AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS 1) AT BOTTOM RAL AT 4' FROM LOCK STILE Y W1 1-05 Q SNUBBER -.VENT SNUBBER - FRAME EACH FASTENED WITH (2) #10 X 1-1/4" P FH SOS. ah08t—5 -f 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o rrl !14 °n 14 0 �z0�g Q pM z � v�8 � 0 VENT CORNER FRAME CORNER Rio • . •• •• ••• •• • • • •• g3 E",JAYAD AHMAO vRODmmidyUCP REW98D ro lttg Nltn thelowida F7 f[J,PE�pp 7059'! BaUd'mg Cordo g � ptm •e,RN.3 • A•�erce Ato D a .} • • • 1 • *alion Daly j��j'(o g • • •• y q�• • • • •1:J •• i ude Pr:u•Co 00"` droning rm. v W11-05 sheat 6 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r MIAWDE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26§*&-t,e%oom 208 AFFAIRS(PERA) . Miami,Florida98175.247#•••• BOARD AND CODE ADMINISTRATION DIVISION T(786138-2;90 F#78.0!15-2599 +• NOTICE OF ACCEPTANCE CNOA) 6••M.miamR#%d4ov/geAa""' SIW Impact Windows,LLC 0 • 975 S.Congress Avenue #102 •• ••• • Delray Beach,FL 33445 ...... .... ..:..' SCOPE: • • • • • This NOA is being issued under the applicable rules and regulations governing the ase©reonst ruction •;;• materials.The documentation submitted has been reviewed and accepted by Miami;Dadp CounWPERA- . Product Control Section to be used in Miami Dade County and other areas where atWed by th%Aighority Having Jurisdiction(AHJ). .. . This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT:Drawing No.M07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7,dated 10/01/07,with revision C dated 12/06/11,prepared by AI-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 and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami--Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 10-1004.01 and consists of this page 1 and evidence pages I,I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0221.09 Expiration Date: November 2l,2017 411 °iz Approval Date: April 26,2012 Page 1 T SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED . . .... ...... A. DRAWINGS • ...... .. . ...... 1. Manufacturer's die drawings and sections. ...:.. • 2. Drawing No. W07-04,titled"Aluminum Tube Mullions",sheov t•tl route T69 7, ' dated 10/0 1/07,with revision C dated 12/06/11,prepared by Al!) a*ooq Col pp*ation,;;;;;• signed and sealed by Javad Ahmad,P.E. ..'..' '..' ...... B. TESTS o...:. •• 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201;94; •• ;:*see: 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 '..' ` along with marked-up drawings and installation diagram of series 100 mulled single hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4107, dated 03/26/07,signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under previous NOA#07-1016.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per SFBC 3603.2(b) along with marked-up drawings and installation diagram of series 100 mulled single hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4108,dated 03/26/07,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA#07-1016.06) 3. 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 series 100 mulled fixed windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4115,dated 04/09/07,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA#07-101606) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation,dated 08/13/09 and revised on 09114/10,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#10-1004.01) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) �Xl X;3, Manuel P.E. Product Contr I E finer NOA No 221.09 Expiration hate: November 21,2017 Approval Plate: April 26,2012 E-1 SIW Impact Windows LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... 0 0 . 0000 0000.. .0. • E. MATERIAL CERTIFICATIONS • • 0000.. .. . 000006 L None. 0 0 0:0. • 0000.. 0000 0000 . . F. STATEMENTS "" ""' • 1. Statement letter of conformance complying with FBC-2010,avvO� p�fflho fitarw•�i�t 0000.. interest,dated December 05,2011,prepared by Al-Farooq Corporation,signed and •, sealed by Javad Ahmad,P.E. :000:0 •••••• ...... 00 G. OTHER 0 : 1. Notice of Acceptance No. 10-1004.01,issued to SIW Impact Windows,LLC for their Clipped Aluminum Tube Mullion—L.M.I.,approved on 11/11/10 and expiring on 11/21/12. Manuel Per . r Product Control ami NOA No.12- .09 Expiration Date: November 21,2017 Approval Date: April 26,2012 E-2 �o I --_-------- - -------- 3 c —Tr - -it---- ------ -L � 1 I'-- �_J I 1 1 1 1 I I I TYPICAL I GLAZING PRODUCT 4.000 :3- I I l '.000 Rp K IrILFJL_,J lf!RJI I� y ouan FRAME 1 1 ---3,000 4400 N 0 .10 N MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 2 HORIZONTAL OR VERTICAL mL/O'" " SEE WINDOW OR DOOR APPROVAL FOR FAST04M SIZES AND SPACING yI ge z aim MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. o RECTANGULAR ALUMINUM TUBE MWONS USING MUL_I.ION PROPERTIES ONtY $ NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE(WH4 INSTRUCTIONS: , ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE •• ••• • • • • • •• APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER USE CHARTS AND GRAPHS AS FOLLOWS' • ••• • • • • • g< o INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. DETERMINE DEWN LOAD REQUIRED PER ASCE 7 I • •• • • • • ••• • WOOD BUCKS BY OTHERS, MUST 13E ANCHORED PROPERLY TO'TRANSFER ' FOR PARTICULAR OPENING. • •,• • • • • • • _ LOADS TO THE STRUCTURE. • • • •• USE MIAIVI-DADE 0OUNT(APPROVEDANCHORS SHAD.BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT STEP 2 MEEIANG ABOVE LOAD REQUIREMENTS,CUZINC PRf'DI1CT5 .JASYAD PRODUCTRBV188D q� e TO BASE MATERIAL SHALL.BE BEYOND WALL COVERING(SNCCO,TILE ETC.). USE CONNECTION TO MULUON AS PER PRODUCT I Flit.PE 9 7osD2 8B00O > � b ANCHORING CONDITIONS OTHER THAN TL90BE SHOWN IN THESE DETAILS STEP 3 APPROVAL. -` CAR;E83B [taTIdB�C No ARE NOT PART OF THIS APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION S¢E WITH •: • • DIDe A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS NTC WOOD ONLY. .; IN STEP I THAN DF516N LOAD SPECIFl O : • • MATERIALS INCLUDING BUT NOT LIFM TO yTEQ/MEIAL SCREWS.THAT COME DRO USING ANCHOR TYPES ON SHEET 8 THRU 7 AND 1�.ANCHOR CHARTS • �� •: dmwing rro. CONTACT WITH OTHER DIA7MIAR MATERIALS SHALL MEET THE REQUIREMENTS STEP 5 ON SHEET 4.SElEC7'ANCHOR 1YPE WRH DESIGN RATING .•-c� •• . ••• M07-04 OF 2090 FLORINA BLDG.CODE SLxHON 2003.8.4. MORE THAN THE DESIGN LOADS SPECIFIED IN STFJP 1 ABOI& pM� Sheat 1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.250 1 lr. ��IfII tia�C 1.000 1.000 250 .690 .378 Z 125 .128 2.500 0. TYP. .128 .128 1.830 a,5oo � 4.000 4.Goo c LL 3.000U-125 3.750 a4 OPTIONAL oT MULLION CLIP (sm-TB) ® ® a 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT.TO ANGLES) 2' F STD. M�6 1�ON STD. MULLION CUSTOM MULLION CUSTOM MULLION CLIP LENGTHS MUST BE OUT TG FIT SNUG O 8083-T6 8083-T8 6083-TS 8083-TB INTO 1BY TUSE MULUONS. 2.000--j .. 2.000 O N I 1.890—� 3 LU S Q 4 2.0002.000--^� 1 S2 li 125 .zaD iij TYP. TYP. .128 2800 5:6 a 1.030 a 8 Da .128 .280 B.oao 8.000 j $y}q. IV. T'P. 4.000 4.000 k--3.780 fgl! Q NOTCH OPGONAL o MULLION CLIP (8983-TB) 2 X 4 2 X 4 2 X 6 2 X 6 (ALT.TO ANGLES) STD. MULLION HEAVY MULLION STD, MULLION HEAVY MULLIONCUP LENGTHS MUST BE OUT TO FIT SNUG 8083-TB 8083-T8 6083-TS 6063-TB INTO 28Y TUBE MUWONS. M NOTCH OPTIONAL •• ••• • • • • • •• = • • • • • • • • • C.m V .125Villa-JAWKYW• •• • • • • ••• • • • • • • • • • • QQ � age tntj 2.000 AD �comPlfdn8EVISED "Ltyy l.783611 BuBdiugCodd A�?P��NO nme 17 jj 2.000 • • • drawing no. ANGLE CLIP •• ® �� • • ••• sos3_T6 ehaet 2 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h' DEMON LOAD CAPACITY-PEP(TUBS UMONS) DESION LARD CAPACITY-PSB(TURE MILLIONS) DMON LOAD CAPACITY-POP(TUBE MILLIONS) u 1-1/4 t.. 127. t 47lINDOfl DIb18. 3 X 3 1 %4 1%4 4-1/8 2 X 4 2 X 4 2 X 0 2 X 8 WINDOW Dnm. I %3 1 X 4 1/2 2%4 2 X 4 2 X 6 8 X 8 WIAIDOW DDLB. 1 X 8 1 X 4 1 X 4 4-t/2 2 X 4 2%4 2 X 6 2%8 D1H(1n MULL SPAN OTD. STD. CUSTOMCOBfOM STD. 17EAVY BTA. HItA7/Y YYIDTH(140.MULL SPAN STD. STD. IOM STD. 1T,EAPY BTT?. HEAVY YfIOTMI MULL SPAN STD. STD. (21STOM CASTOM STD. HEAVY STD. HEAVY 19-1/8' 136.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8° 64.3 130.0 .0 130.0 130.0 130.0 130.0 19-1/6" - 37.9 89.3 784 6&3 9&7 1304 130.02B-t/r 130.0 1304 130.0 1304 130.0 iSmo 130.0 1300 20-1/2• 46.4 99.8 .0 130.0 130.0 130.0 13&0 28-1/2' - - 428 884 394 71.2 111.0 13&030" 130.0 130.0 t3&0 130.0 130.0 130.0 130,0 130.0 30' 41.0 87.9 A 12&4130.0 130.0 130.0 30" - 37.8 SOA 39.3 829 98.1 130.037' 130.0 130,0 13&0 130.0 130.0 130.0 130.0 130.0 37' 33.2 71.3 .0 104.1 130.0130.0130.0 37' - - 30.0 40.8 01.0 7&o 130.0�A4�_ 38-3/8° 130.0 13MO 13MO 130.0 13&0 13DA 42' 7B, - 828 .6 91.7 13&0 130.0 130.0 42' 120• - - - 36.9 44.8 70.1 12&7 Yyyi //�' 130.0 130.0 199.0 730.0 130.0 130.0 130.0 48' - 844 BBA 111.8 8&3 13&0 130.0 13&0 40• - - - 31.4 - 30.3 814 1128 Q LL 54 1304 1300 130.0 130.0 1304 130.0 130.0 130.0 64' - 4&8 76.4 9&1 71.4 127.2 130.0 130.0 64' - - - - 34.9 84.8 lC&1 e d �• 123.8 130.0 130.0 130.0 130.0 1�.0 130.0 iJOA 80' - 44.0 689 K2 84.2 114.0 130.0 f30.0 sr - - - - - 33.1 4&0 90.1 7V[ M Be 1128 130.0 MO 13&0 130.0 130,0 1304 1304 68• - 40.0 624 81.1 6&4 104.1 11&7 _130.0 86' _-_ - - - - - 44.6 81.9 W lln4 72' 1033 1304 13MO 13MO t30.0 130.0 130.0 130.0 72' - 3&8 67.3 74.4 638 BSA 108.8 130.0 7r - - - - - 40.8 7&1 Q 19-1/8" 130.0 13MO 13MO 13&0 130.0 130.0 130.0 130.0 19-1/8' 81.6 110.4 130.0 13&0 1340 130.0 130.0 130.0 18-1/8' - 444 B8.3 41.8 74.1 11&8 13&0 � 26-//2' 130.0 130.0 130.0 13MO 13DA 130.0 13&0 130.0 28-1/Y 37.2 79.7 124.7 130.11 11&4 13&0 13MO 139.0 28-1/2' - - 32.1 42A - BSA SU 130.0 39" 130.0 130.0 130.0 13&0 Ina 130.0 130.0 130.0 30" 328 70.4 110.2 130.0 1028 1300 13MO 130.0 30' - - 379 - 47.3 73.7 130.0 14 37" 118.3 13&O 130.0 130-0 130.0 130A 130.0 130-0 37' _- _87.1 69.3 1188 BSA 13MO 13&0 1300 3r - - - 30.8 - 3&3 89.8 1689 7T.2z 42" 50-5/8, 101.8 130.0 13&0 i�.0 1300 130.0 130.0 130.0 42' Be - 60.3 78.7 104.7 738 t304 130.0 130.0 4r 1�, - - - - - 33.8 828 BQT GI 40° 88.9 130.0 13&0 13&0 1304 130.0 130.0 130.0 48' 444 me 81.8 843 114.8 130.0 130.0 48" - - - 4&1 84.8 � 84' 794 127.2 13MO 13&0 130.0 130.0 130A 130.0 S4' 39.1 613 814 87.1 101.9 128.1 130.0 94' 4119 78.2 or 71.1 114.8 130.0 13&0 130.0 130.0 1304 130.0 60' - 383 66.1 733' MA 91.7 1128 13010 00" - - - - - - 3&6 87.7 }v 86° 64.7 104.1 130.0 130.0 1=0 130.0 1304 130.0 88' - 324 80.1 88.6 48.7 83.4 1023 130.0 1 88' - - - - - - 33.8 819 7r 69.3 964 13&0 130.0 130.0 130.0 130.0 130.0 7r - 484 61.1 429 7&4 939 130.0 7r - - - - - - 307 B&4 U 19-t/6° 122.1 130.0 130.0 130.0 1 130.0 130.0 130-0 130.0 19-1/e' 34.6 74.0 1109 130.0 108.1 130.0 130.0 13&0 19-1/8' ^ - 34.3 4&8 320 67.1 69.0 130.0 0 �C 26-1/2" 88.1 130.0 130.0 130.0 1 1300 130,0 130.0 13&0 28-1/2' - 83.4 83.8 1113 7&0 130.0 130.0 130.0 26-1/r - - --- 329 - 41.2 - 64.3 118.0 3r 779 130.0 130.0 130.0 1 130.0 130.0 1304 130.0 30" - 47.2 734 882 689 1228 130.0 130.0 30' - - - - 3&4 6e3 104.3 p 37' 83.1 119.9 130.0 1300 1 130.0 130.0 130A 130.9 37• - 3&2 89.8 79.6 888 994 130.9 130.0 37' 144° - - - - - 484 049 m p 42" 88.8 1089 13&0 130.0 130.0 130.0 1304 130.0 42" - 33.7 827 7&1 483 87.7 12&1 730.0 42" - - - - - - 40.8 749 L'i C 6 KI k 48" or 484 924 13&0 130.0 130.0 130.0 130.0 130.0 48" �• - - 4&1 81.4 4&1 78.8 107.7 130.0 43" - - - - - - 3" 662 j Z 84° 433 622 128.5 1300 120.0 130.0 130.0 130.0 84" - - 410 848 3BJ 682 888 13&0 94' - - - - - - 31.8 679 F 80' 38.9 739 WL7 130.0 108.0 130.0 t30.0 130.0 BD° - - 3&9 4&1 34.4 81.4 883 130.0 Z 88" 36.4 672 10&1 124.3 8&2 130.0 _130A 130A or - - 33.8 444 31.3 55.6 78.4 130.0 nN 72" 324 81.6 9&4 114.0 80.0 130.0 130.0 130.0 7r - - 30.7 409 - 812 713 13&0 ARCD 70 BE CaMBED Z n,U m^ IPL41DE RECTA O"SHAPE F10RIZONI'AL MULttON j -vi 18-1/8' 743 130.0 130.0 130.0 1304 130.0 130.0 130.0 19-1/B' - 81.9 81.3 tOB2 789 130.0 130.0 I130.0- 28^f/r 833 11" 13&0 13MO 130.0 130.0 130.0 130.0 28-1/2' - 373 8&7 7&1 849 87.7 1 DA 130.0 30' 47.9 101.9 130.0 130.0 130.0 130.0 130.0 130.0 30" - 33.1 81.8 BBA 48.4 B0.3 1300 130.0 T p 37' 38.8 82.8 1�A 130.0 1207 130.0 130.0 130.0 37' - - 420 889 392 704 10&1 13D.0 VERROAL ', �D�. `� g 4r 74-1/4• 33.8 728 113.9 130.0 106.4 1304 130.0 130.0 42' los' - 37.0 49.3 34A 813 98.1 130.0 MULLION 48" - 63.7 89.7 123.1 93.1 1304 130.0 130.0 48' - - 324 43.1 302 83.8 114.1_ 130.0 84' - 863 8&8 109.4 82.7 130.0 130.0 130.0 84' - - - 38S* 478 74.7 i*30.01 OL4MM OtA21NO 80' - 814 79.7 9&8 74.41304 130-0 130.0 80' - - - 343 - 43.1 67.3 123.6 PRODUCT PROOUOT 06" - 48.3 728 884 87.7 120.7 130.0 1304 BB' - - 323 40.4 61.2 1129 72' - 426 668 82.1- 820 110.8 120.7 130.0 7r - - - - - - 8&1 103.0 --' E- PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). g WI . MULLION SPAN �¢ TYPICAL MULLION ARRANGEMENTS a ¢a^ 00 •• • • • • • 0• 4� C 6 m U MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED WiD:H (W)• • 02 0 • •• VERTICALLY OR HORIZONTALLY. • • i i ••• •o (INTERPOLATION BETWEEN WIDTHS ALLOWED) -mm qu.7 m0'uCTnHvls® pq C.A.N.Q 70892 as emplc0with tin Warlda d A969pt®oa No/- 7 • • • •• drawing no. MULLIONS •; pt4•• •• ••• •' M07-04 sheet � of 7 ar • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PEP w DESIGN LOAD CAPACITY - PIW DESIGN LOAD CAPACITY- PSF Ai WINDOW DIMS. ANCHORS TYPE WINDOW DDIS. ANCHORS TYPE WINDOW DIME. ANCHORS TYPE '$( %10TH(W) NULL SPAN A B C D WIDTH(W) MULL SPAN A B C D WIDTH (W)IMULL SPAN A B C D o 19-1/e' 130.0 130.0 130.0 130.0 19-1/8' 14.7 130.0 130.0 130.0 19-1/6" 74.8 120.5 90.4 130.0 Z (: 25-1/2" 130.0 130.0 130.0 130.0 26-1/2" 82A 130.0 10D.3 130.0 26-1/2" 53.8 - 86.9 65.2 130.0 30" 130.0 130.0 130.0 130.0 30' 73.1 118.2 88.6 130.0 X. 47.5 78.8 57.6 115.2 37° 120.5 130.0 130.0 130.0 37" 69.3 96.6 71.9 130.0 37" 3&5 823 48.7 03.4 42' 38-3A, 106.1 130.0 128.7 130.0 42' 7W $2.2 84.4 83.3 128.6 42' 120, 33.9 54.9 41.1 823 48' 92.9 130.0 112.8 130.0 48' 48.7 73.8 56.4 110.6 48" 29.7 46.0 36.0 72.0 C 54° 82.6 130.0 100.1 130.0 54' 40.6 68.8 49.2 98.0 50." 25.4 427 320 64.0 v 80' 74.3 120.1 90.1 130.0 SC' 38.6 09.1 44.3 88.6 80" 23.8 38.4 28.8 $7.6 66' 67.5 109.2 81.9 130.0 Be 332 63.7 40.3 80.6 86' 21.6 34.9 26.2 824 �qqij 72" 81.9 1DO.1 75.0 130.0 72' 308 49.2 38.9 73.5 72' - 320 24.0 4&0 <p 19-1/8' 130.0 130.0 130.0 130.0 19-1/8" 10&S 130.0 129.1 130.0 19-1/8" 87.8 109.8 62.1 13D.0 20-1/2" 127.5 130.0 130.0 _ 130.0 Z6-1/2' 762 124.2 93.2 130.0 26-1/2" 48.9 79.0 59.3 118.6 30" 112.8 130.0 130.0 130.0 30" 67.9 100.7 82.3 130.0 30" 43.2 09.8 52.4 104.7 z 37' 91.3 130.0 110.7 130.0 37' $8.0 89.0 6&7 130.0 37" 3&0 80.8 42$ 84.9 42° 50-5/8" 80.5 130.0 97.5 130.0 42" �, 46.6 78.4 58.8 117.6 42" 132, 30.9 49.9 37.4 74.8 48° 70.4 113.8 88.3 130.0 48' 42.4 88.6 51.4 1029 48" 27.0 43.6 32.7 65.5 S4° 828 101.1 75A 130.0 54' 37.7 61.0 45.7 91.4 54" 24.0 35.0 29.1 582 so" 58.3 91.0 68.3 130.0 60" 33.9 54.9 41.1 62.3 80' 21.6 34.9 26.2 524 86" 01.2 82.7 62.1 124.1 88' 30.9 49.9 37.4 749 66' - 31.7 23.8 47.6 72' 48.9 78.9 56.9 1139 72" 28.3 45.7 34.3 88.8 72` - 29.1 219 43.6 O O 18-1/e° 130.0_ 130.0 130.0 130.0 19-1/8' 932 130.0 112.8 130.0 19-1/6` 621 100.4 75.3 130.0 =� a 26-1/2' 102.5 130.0 124.2 130.0 26-1/2" 872 108.7 81.8 130.0 26-1/2` 449 72.5 54.3 1�.7 o 30" 90.5 130.0 109.7 130.0 30' 59.4 96.0 720 130.0 1 30' 39.6 84.0 484 96.0 W n 6 37' 73.4 118.6 89.0 130.0 37' 48.2 77.8 58.4 1189 37" 144' 321 01.9 38.9 779 ZZ 42' 13, 64.7 1049 78.4 130.0 42° go" 42.4 88.6 51.4 102.9 42" 28.3 4B.7 34.3 O&8 48' 58.6 91.4 604 130.0 48° 37.1 *D.O 45.0 90.0 48" 24.8 40.0 30.0 80.0 04" 50.3 81.3 81.0 121.9 04° 33.0 53.3 40.0 80.0 84" 220 3&8 20.7 63.3 Z Ll U m 00' 45.3 73.1 1 549 109.7 8D" 29.7 48.0 38.0 72.0 ^ 66' 41.1 68.5 49.9 99.7 1 80' 27.0 43.6 327 659 ANCHORS -HORIZONTAL MULLION }' TYPE A.B.0 ORD ANCHT RS,C Wt D /-ARCHES 10 BE INS4YgBE0 ` 72' 37.7 81.0 45.7 91.4 72' 249 40.0 30.0 60A INSIDE RTO BE NS SHAPE k7 19-1/8° 120.6 130.0 130.0 130.0 19-1/8' 829 133.9 100.4 130.0 28-1/2' 88.9 130.0 105.4 130.0 26-1/2' 599 98.6 725 139.0 :�6LA21N6 Q 30" 789 124.1 93.1 130.0 30° 02.8 65.3 04.0 128,0 VFRRCAL 37' 62.3 100.6 758 130.0 37' 42.8 69.2 51.9 1039 MULLION 42" 74-1/4" 84.0 88.7 66.5 130.0 1. .37.7 61.0 45.7 81.4 GLAZING GLAZING ANCHOR 48' 48.0 77.6 55.2 116.4 48° 334 53.3 40.0 80.0 PRODUCT PROD= L/1 54' 42.7 89.0 01.7 103.4 54' 29.3 47.4 35.6 71.1 (� 60° 38.4 62.1 48.5.... 93.1 60° 28.4 42.7 320 84.0 GLAZING CLAZWC q�g�0p�q D C 68" RS 34.8 08.4 42.3 84.6 68° 24.0 J8.8 29.1 58.2 PRDDUCT 33 72' 32.0 61.7 389 77.6 72" 22.0 35.6 28.7 53.3 A�BDHCOORR D ALL LOADS ARE EXT.(+)/INT.(-). W1 Wz MULLION SPAN NOTE• •• ••• • • • • • e• °' ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS • • •• • •• LOCATIONS AT HEAD, SILL OR JAMB ENDS. • . •••*, • • • • • • • • FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W) W1 + Wz caun Pp � � (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 2 o.A�11� s9 2 ► 9 /.�� • • • 1>�o t7 ,ti AAT��O D c •♦ W°•• drawing no. 1V A S e: .•' •. ..: • M07-04 I '' 1. sheet 4 of 7 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 1/4'DA.ULTRACONS 1/4'DIA ULTRACONS �� Ed. 2 PER CLIP(1 ON FACH WTNO) 1Po 1 e.' Ed. \� ra 0 a TA 1 014SMS ` ALUM2 X 1--------- WOTING CLIP I'----------- 1-3/B"O.C. MIN.I Ila 2 PER ANGLE U I I LLdj ALTERNATE ANCHOR LQCATXNN I 1/4'DIA•ULTRACONS 1/4'DIA.ULW=NS Z U � 2 PER CUP(1 ON 77\ 1 PER ANGLE EDGE DIST. � � 7 W K LC Z Izi 1 I I m Iz� 2 BY z a 8. I I WOOD mm 2 BY WOOD BUCK I I WOOD STRUCTURE '�' I I ..OR H2 X 2 M 1 8° tL--------- I OR 1� FLOATING CLS i i ALUM ANOL� �G� 07'fl WOOD STRUCTURE 1 I I 1 014 SMS t i i i i 1-3 B"O.C. MDI. I t 2 PER ANGLE L.. 1/4'DIA.ULTRACONS BY'ELCO' c ULWACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.a MIN. EDGE DIST. MIK EMBEDMENT WOOD 1' 1-3/B" $ BLOCK 2-1/2" 1-1/4' CONCRETE 2-1/2" 1-1/2' j --------- ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. �;g{ l fr^�� CUPS OR ANGLES DINWW TO MASONRY 10 BE PROTECTED o" 1� 11 It WITH ALKALI-RE815TANT COATMS,•SUGH A6 8IIUM1f0US PAW OR ,L'OCH-1-1 m IL--- I WATER-WHITE MWWRY ATE rC%M6* • • • • • .; 1, n a PRtrD1IL•1'R$Y18� � o� v e'. 'a'' •I• •° e I 'a" b dUt ingCblgl CAN: Agow3tf'a2tl-Ee FfQ . 17FLA.PEgq702" ro g N $ • • $ 1/4.01A.ULTRACONS -) •• • ••i 11" drawing no. 2 PER CUP(1 ON EACN WING) M07-04 ANCHORS TYPE W. •i' •� ••� �• . ••i ••� ' ��,.•',' sheet 5 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • • • ' t/4'010.ULTRACONS 1/4'DIA ULTRACDNS 4au 1/4'D14.UL1'RlQONS Ed. 2 PER CUP(1 ON EACH WING) 1/4"DL>f UULT AC 4 PER CUP(1 ON EACH WING) 2 PER AHOLE V. .r .. .•• :.: �' p' .:'o., 'MIN.' I ..I'. e_ 1 1 I n I I tl l� 1 2 X 2 X 1/8' �1 I lv FLOATING CUP 1 I ALUM ANGLE WOOD B�J4�K �Lv�� FLOATING CLIP I � 2 X 2 X 1/8' ----y---- i I #14 SMS $ <4d l y l 11 ALUM AN6 I I 2"O.C.MIN. I I i I I I �f 4 SMS I 1 1 i 2 PL7i ANGLE I I OD I - I I 1-S/8'O.C. MIN. '' I I 1 1 2 PER ANGLE i j i I I ! N S , 1/4"DIA.UURACONS 1/4'OW ULTRACONS m Ed. 1'MIN. 4 PER CUP(1 ON EACH WINO) 2 PER ANGLE N d o a g M v I i i 1 W E r$�qM i I I I �r--------- rj 1 C 6 10 20Y \ 1�____-____ WOOO BUOCR `1�1 1 I 2 X 2 X 1/Bd '' °' •a' .•1. ' p •' n.,. J S I I W000 1 v I FLOATING CUP 1 1 ALUM SfRUC URE ; i 894 SMS 1 1 ° a. °' ° '3°KIN. .. Vf 0)[a I I I 2'O.C.MIN. i --.... I I 2 PER ANGLE Ed. 1/4'DIA.ULTRACONS 2 PER CLIP(1 ON EACH MNG) z° olip 1/4"DIA ULTRM=$BY'ELCO' e ULWICONS MAY BE HEX OR FIAT HEAD SUBSTRATE IrA, -MXN. am DIST. MIN.EMBEDMENT 1' 1-3/B' •• 000 • Wool) • • • • •• • • • • • • • • g<m BLOQK 2-t/2' i-1/4' >bYCHORlocp7ipw •• • Y • • • o --------_ ALTERNATE • • • • • •e• • f ANCHOR LOCATION CONCRETE 2-t/2' 1-1/2° • • • • • 1 I ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. .CML,�� eoatPly�g BmcvXB ► d CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 1 FIA, QM2 Bas',dM618(bdB I I WITH ALKAU—R£StSTANT COATINGS.SUCH AS BITUMINOUS PANT OR ; CAAANo 1'r ,�, •� WATER—WHILE METHACRYLATE LACQUER. • • •• drawing no. .ANCHORS TYPE 'B' • ' • • • Ag07-04 ANCHORS TYPE '�' •• '•• • e•• • sheat 6 of 7 •e• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'DW.ULTRHCONS JjE.5. 4 PER CLIP(2 ON EACH WING) —\ �1C4�MN.pS, TUBE MULLION a fro l114 F.H.2/SLOE I I r V eMh�4l I --------^ _JI I 1 FLOATING CUP 1/8'THICK ALUM CHANNELLaam I an dQl Iwo MULLION ; j TUBE MULLION v D 1 I TUBES MAY BE NOTCHED 1 I I I AS SHOWN TO ALLOW INSTALLATION I I i I OF CUP ANGLE W F CAM JOINT AFTER ASSEMBLY 14 FH SMS PER CLIP FOR CHARTS A.B OR C 3 PER CUP FOR CHART D ACCESS HOLE - 1-1/Y o.C.MBI. 1/4'D 2 PER RAWNS 2 PER ANGLE .� m � M I I ; j I I I ______ i THIS S( -41 1I P S�= 1 I I I I I t INSTAUM IN EITHER 1 I SQ CAN BE O=L+� I - �'I, 2 X 2 X 1/B' DIRECnON qlp rtt 1 L PERCLIP I a p,c)[0 I L_ _"_"_ _____ _J I i{"; V� AAAA ANGLE 1'0.C.MIN. 14 55 SMS I $14 SMS I I I 1 I —N i t/z' 1 1/2° 1 1/2'O.C. MIN. I I Q j 0 PT'R ANGLE i 3 PER ANGLE i O1 G 1 I 1 I 1-3/4"X 2°X 1/T3"(FOR 1 O 3 /4"X 2'X 1/8"FOR la LOCATION OF SCREWS CONNECTING MOLES CUT TO FR SNUG INSIDE TUTS TO TUBES WHERE ANGLES ARE NOT FR SNUG WO TUDE MULLIONS. ANCHORS TYPE 'D' ANCHORS DETAIL#1 0� METAL TO METAL CONNECTION 1/4'010.ULTRACONS BY'ELCO' LLIRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. MIN. EDGE DIST, MIN. EMBEDMENT m Q WOOD 1' 1-3/B' BLOCK _2-1/2' 1-1/4' •• ••• • • • • • •• 9 N • • • • • • • • • O a m CONCRETE 2-1/2' 1-1/2' • • •• • • • • • • •• • • • • ••• • ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. •. • • • ••• • • ••• CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED �S'J PRODTiCT'RBVISED q I 0g WITH"ALI-RESWANT COATINGS,SUCH AS BITUMINOUS PAINT ORCN0. ascomoylogwhbdo Fimiftb 3 WATER-WHITE METHACRYLATE LACQUER. FW 3438IDUZ,. BAptmm No ' • •• :• Da90 7 ;i ••. •• ram 0* no. r�..,, ••• •• ••i M07-04 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •