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WS-17-1804 fo4 et*Oa i,� Miami Shores Village Typ+F �ii11tE 10050 N.E.2nd Avenue NW CJa� osfibw WhichWi�tiC�r Miami Shores,FL 33138-0000 •ye Phone: (305)795-2204 , a ' _:. Pdt77tlta�'t&t�` PFPF���(�� .Ot+ 17 Expiration: 01/14/2018 Project Address Parcel Number Applicant 9313 NW 2 Court 1131010150390 LOUISE REECE Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LOUISE REECE 1165 NE 105 Street MIAMI SHORES FL 33138- 1165 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 12,091.00 FOUR BLR DOORS CORP (305)776-2443 Total Sq Feet: 0 Type of Work:REPLACING 13 WINDOWS.WRENCH DOD Available Inspections: No of Openings:15 Inspection Type: Additional Info:REPLACING 13 WINDOWS.I FRENCH DOO Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# WS-7-17-64577 DBPR Fee $3.75 07/13/2017 Credit Card $50.00 $237.30 DCA Fee $3.75 Education Surcharge $2.60 07/18/2017 Check#:2237 $237.30 $0.00 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $287.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF DA certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction Futhermore,I authorize the above-named contractor to do the work stated. July 18,2017 thorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 18,2017 1 Midl 111 JI IUI Cb V IIIdgC Building Department JUL 13 2017 4\ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ^, Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-0949 S1-h FBC 20 14 BUILDING Master Permit No. WS 1 -7 -i80 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: UW 2 CT City: Miami Shores Countv: Miami Dade Zia: 33 i 5® Folio/Parcel#: 1 I -31 O I -O 15 -o-59® Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 40u i S E G_ 2 cEC€ Phone#: Address: 93l _5 fV w 2 CT City: U 14t_t; State: Fz__ Zip: 3 3 f SC's Tenant/Lessee Name: Phone#: 505 q95 -?Sr2 c/ Email: IOV%SE 2EEcQ� AOL CONTRACTOR:Company Name: ��g E' l S c Phone#: 5V5 456 7"160 Address: ous L5CL SM.E� City: �tt&�_Ao 4Ake5 State: Fl- Zip: 3-SCX(4 Qualifier Name: �A&)tZ-__V 50KN&2 Phone#: 50S -_H(- ZY'/3 State Certification or Registration M C64 i5 Z 3 069 Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ 2 O 9 /• 3 e Square/Unear Footage of Work: Type of Work: ❑ Addition Alteration �1 ❑- New ❑, ,f,Repair/Replace ,,,-1 ❑ Demolition Description of Work: lc.[U W1AV0.SvS i v � C U �L'�-C) U0-Y - LAj ')YYi Wlnc 0l-�S 4r-;r1C) JW�rS Specify color of color thru tile: �•� Submittal Fee$ �0- 0-P0;(3 Permit Fee CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Feq$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE S So ` BorAig 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 n ection fee will be charged. Signat76u Signature OWNER or AGENT CONTRACTOR The oregomend)awas cknowledged before me this The foregoing instrument wnl' as acknowledged before me this day of 20_by �day of I/r CJS�-- 20 4 ! ,by Se 'P who is personally known to is personally known to me or who has produced as me or who has produced as Identification and who did take an oath. identification and who did to a an oa NOTARY PUBLIC: NOTARY PUBLIC: Sign:- Sign: • Print: Y I Print: t�eY Pu MARIA ARRIETA Seal: z°S";:P'ei% MARIA ARRIETA Seal: MY COMMISSION#FF 184276 MY COMMISSION#FF 184276 * EXPIRES:December 17,2018 ", EXPIRES:December 17,2018 Bonded Thru Budget Not?ry Servkes Bonded ThN Budget Natary 6etvicea FOF F� !!!!!!!!!l9999!!!!!!!l!!ttltttlt!!!!!!!99!!•!!t9!!!!!!!!!■99l9ltli!!!!!!!!!!9!l99999l9!!!9!9!!9l99!!!l99999! APPROVED BY Plans Examiner Zoning Structural Review Clerk Property Search Application- Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:7/13/2017 Property Information Folio: 11-3101-015-0390 Properly Address: 9313 NW 2 CT f` } Miami Shores,FL 33150-2212 Owner LOUIS=E REECE 3 Mailing Address 9313 NW 2 CT MIAMI SHORES,FL 33150 USA ' ftry PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ RESIDENTIAL-SINGLE Primary Land Use 0101 FAMILY:1 UNIT Beds I Baths I Half 2/1/0 g � t3h i Floors Living Units 1 Actual Area 1,329 Sq.Ft Living Area 1,329 Sq.Ft Adjusted Area 1,256 Sq.Ft Taxable Value Information Lot Size 7,500 Sq.Ft 2017 2016 2015 Year Built 1940 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value $222,994 $61,872 $61,095 Land Value $164,862 $164,862 $122,049 School Board Building Value $107,815 $87,418 $87,418 Exemption Value $25,000 $25,000 $25,000 XF Value $317 $322 $245 Taxable Value $247,994 $86,872 $86,095 ......................._._...._..........._ .............__...........__.................... _..__...___._..__._._..._._. Market Value $272,994 $252,602 $209,712 City Assessed Value $272,994 $111,872 $111,095 Exemption Value $50,000 $50,000 $50,000 Taxable Value $222,994 $61,872 $61,095 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $222,994 $61,872 $61,095 Cap Reduction $140,730 $98,617 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption 1 $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 08/08/2016 $410,000 30185-1392 Qual by exam of deed School Board,City,Regional). 02/01/2008 $360,000 26217-2976 Sales which are qualified 12/01/2004 $284,000 22911-2597 Sales which are qualified Short Legal Description 06/01/2004 $208,000 22402-4378 Sales which are qualified 1 53 41 ODELL MANORS PB 41-57 LOT 15 BLK 3 LOT SIZE 75.000 X 100 OR 14788-2645 1190 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/13/2017 � I Oci9�p� Miami shores Village t► Building Department sale un,� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 LORNA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding_) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackn ledgement: Lw S"Qualifier er Signature Date Print Name DATE(MM/DD/YYYY) '4�Q'�"Q� CERTIFICATE OF LIABILITY INSURANCE 07/14/2017 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: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. If 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 endorsement(s). PRODUCER CCOONNTACT Sandy Aldana Q INSURANCE LLC. PHONE 305-994-9981 F°C No): 1800-775-0576 2531 NW 72 Ave Suite A EMAIL , saldana@q-insurance.com INSURERS AFFORDING COVERAGE NAIC N MIAMI FL 33122 INSURER A: Evanston insurance Company 35378 INSURED INSURER B: FOUR BLR DOOR CORP INSURER C: 5743 Nw 159 St INSURER D: INSURER E: Miami Lakes FL 33014 INSURER F: 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 REQUIREMENT, 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 TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER DD D COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DA AGE TO_7 CLAIMS-MADE ®OCCUR PREM SES(EaEoccurrence) $ 100,000 MED EXP(Any one person) $ 5,000 A 3AA140476 07/14/2017 07/14/2018 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 P9POLICY®JE ®LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: Deductible s None AUTOMOBILE LIABILITY COEa aMBINED SINGLE LIMITident $ cc ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS PROPERTY DAMAGE $ AUTOS NON-OWNED Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS'LIABILJTY Y/N STATUTEI ER ANY PROPRIETOR/PARTNER/EXECUTIVEF1 N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS(LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Carpentry-Interior(Window and Door Installation ) LICENSE CGC 1523069 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave, THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD RECEIVED 5743 NW 159 ST MIAMI LAKES,FL 33014 R DOORS F, JUL 31017 Client Name: Address: IMPACT PROTECTION 313NW2CTMIAMISH � • • ' i ®. t' ..., NOA NO 15-0728.05 •' NOA NO 15-0728.05 NOA NO 15-0603.13 ZONE 4 ,, • •r.•es ZONE ZONE 37.8/-39.7 •••• • 37.8/-39.7 13 12 11 37.8/-39.7 10 9 EGRESS ••..•• .. ••` HR 35X36 HR 531/8X51 FD 311/2 X823/4 HR 531/8X51 HR 527/8X501/4 •••••• .' ••.e.. NOA NO 15-0728.05 NOA NO 15-0728.05 • ' ZONE 4 ZONE 4 ;BD 2 •• 37.8/-39.7 37.8/-39.7 8 NOA NO 15-0728_C)�S HR 37X51 ZONE 37.8/-39.7 ----------------------------- ------------------------------------- NOA NO 15-0406.10 ZONE 4 14 37.8/-39.7 [ CA 36 3/4 x 38 EGRESS BD 3 ----------------------------------- 1 SH 36 X 37 3/4 Ej NOA NO 15-0410& . �O NOA NO 15-0406.12 3 4 ;BD 1 CA 37 X 51 ZONE 4 -- 37.8/-39.7 SH 37x51 - SH 37x51 ZONE 4 SH 37 x 51 aF- BHI 371/2 x 817/8 __-__� 6 EGRESS 37.8/-39.7 _ _ 5 -- -- - ----- NOA NO 15-0406.12 FL 15210.1 MULL 1X3X50�.------ -- ---- SH 191/8 X 38 3/8 ' ' SH 37 x 51 ZONE 4 ZONE 4 SH NOA NO 15-0406.12 ---- - - - 37.8/-39.7 37.8/-39.7 ZONE 4 NOA NO 15-0406.12 NOA NO 15-0406.12 37.8/-39.7 ZONE 4 ZONE 5 MULL NOA 14-0529.16 37.8/-39.7 36.7/-48.9 ,C2 /�t/c- P E F1 r-,."1 -4ff: -- - Miami ^;Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WI I H ALL FEDERAL AND COUNTY RULES AND REGULATIONS FLORIDA BUILDING CODE 2014-ASCE/SEI 7-10-WIND LOAD TABLES-170, 17.5 mph Enclosed Building with mean roof helghtlless than or equal than 60 Feet EXPOSURE C AND 0 -LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF V✓IND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than.Roof Slope greater, Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive NegativePositive Negotive Positive Negative z4&z5 z4 z5 z4&z5 z4 I z5 z4&z5 z4 z5 z4&0 z4 z5 0-15 34.6 37.5 46.i 37.8 4I.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 b1.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 5L7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.6 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 5b.6 b1.3 75:7 51-60 46.3 1 50.2 61.8 50.6 1 54.9 67.8 51-60 53A 57.8 71.2 58.4 63.3 78.2 LOCATION BROWARD COUNTY,PALM BEACH AND OTHER LOCATION BP01YARD COUNTY, PALM BEACH AND OTHER •••• EXAMPLE COUNTIES ExA1+411E COON IES . ••• •••••• • • • • WIND PRESSURES IN PSF WIND PRESSURES IN PSF• • •••• a • 175 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURba BuildingRoof Slope less than Roof Sloe greater Roof Slope less than Roof toe neater • • • p p 9 Building P S..$.g • •••• Height 10 degrees than 10 degrees Height 10 degrees thc%3A49grees;... •••• **:see Positive Negative Positive Negative Positive Negative Positives.•Wagative . ••:•e z4&z5 z4 z5 z4&0 z4 z5 z4&z5 z4 z5 z4&VI 'A z • ...... `0-15 ; 3b 7 39. -48• - 1 40.1 43.4 53.6 0-15 44.5 48.2 59.3P' 54. .1• Z.6 65.1 • .' 1 =2- 39.0 42.2 519 42.6 46.2 57.0 ib-20 46.8 50.7 62.,4 .1'' 55+4 68 Fi 0000:0 21-30 42.4 46.0 56.6 46.3 •50.2 b2.1 21-30 50.2 54.4 b6.9 P9.. 734 0 . 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57,2 70.4 57.b• 625 77410 • 0 :0600: 41-50 47.2 51,2 63.0 51.6 56.0 69.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 •• 51-60 49.1 53.2 65.4 53.b 58.2 71.8 51-60 56.6 1 61.3 1 75.5 1 61.9 1 67.1 1 82.9 LOCATION LOCATION EXAMPLE MIAMI-DADS COUNTY ERAMPLt MIAMI-DADc COUNTY GENERAL NOTES: 1-THESETABLESAREAPPLICABLEONLYTOCALCULATETHEWWDLOADFORC07✓PONENTSANDCl14DDING(HURRlC4NE SHU-7 'S.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSUP.E ACCORDINGLY WiTH THE EXISTING CONDITION AND THiS INFORMATION BE VERIFIED BYTHE CiTYAUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BYTHiS ENGINEER.THE SIGNATURE AND SEAL INDICATED ON T)HIS DRAWING iS ONLYAPPLICABLE TO THE GENERIC VVINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES ORA SiTE SPECIFIC EVALUATION IS REQUIRED BYTHE CITY OFFICIALS. 4 EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other ferrain with numerous closely spaced obstruction having the size of single family dwellings.For building-30ft exposure B prevails in the upwind direction for a distance greater than 1500 fL For building>3C exposure B ptavails in the upwind direction for a distance greeter than 2600 ft or 20 times the building haighL vdchever is greater.Based on the FBG HVHZ,use Exposure C when building is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C 1011 apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces preva is in the upwind direction for a distance greater than 5000 ft or 20 times the building height whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shelf be impact resistant glazing or protected with an impact resistant covering. e-ULTIMATE WIND SPEED-V--170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzh 1-(FLAT TERRAIN) '10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) • 11-TRIBUTARYAF2EA:10 SQF , ' 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height but nc(less than the larger'of4�of tfie„ least horizontal dimension or 3 ft .'n _ / a4 I z4 I n ao / c r WAN ROOF e¢rm+r a<=BW x0.1 ora<=hx0.4 _ BW less or equai then BL a must not be less than a=3feetora=0.04xBW 4/13/2016 WINDOW/DOOR/SHUTTERS SHUTTERS INFORMATION SHEET CUSTOMERPERMIT -3!-3 OW d, CA q(Om I 5 NAME: �l/))se /// NUMBER: � Identify all sleeping room emergency escape and rescue opening numbers: Location Comer Product Approval Design Pressure Required Opening Desi Pressure 1Nlndm Mullion Are Shutters Opening Zone or Interior ProductAcceptance Number Style Actual Opening Dimension Required Number (see Codes) (+)PSF (-)PSF (+)PSF 0 PSF Width IN Height IN Vertlde Horizontal `-1 I -1 31 —39. 31 X115-21 f S —is 391.1 3 � .. • a , , L I . - -12 CO3 . I .. 3)(•U .. I D 31. .• , . . . . . I� o� (5-0-1 2 9, 5-1 . . v 3 53 �- -0 2Y.US rw -70 so 3- :3 53 5-b 31FP 10 G.� �2 �� kJ '-1 1 -(j12X,0 1 5 �e i. -C) vvla CAS 3c1 -31 STYLE: HR-HORIZONTAL ROLLER/SH=SHINGLE HUNG/DH=DOUBLE HUNG/FD=DOOR/SGD=PATIO SLIDER DOOR CASE=CASEMENT/PW=PICTURE WINDOW/AWN=AWNING SHUTTERS: ACC=ACCORDIAN/WM=WALL MOUNT/PL=PLASTIC/FA=FABRIC/O=OTHER * INDICATES WHAT IS REQUIRED FOR SHUTTERS(OTHER COLUMNS WILL NOT BE REQUIRED) ALL COLUMNS ARE REQUIRED FOR WINDOWS AND DOORS * IF MORE THAN(1)ONE MULLION IS REQUIRED,PROVIDE AN ELEVATION VIEW SKETCH FOR THE ACTUAL CONFIGURATION OF ALL MULLIONS WITHIN THE OPENING (off ® � ♦ � � � a � ® d � —� QM BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida Product Approval r QO USER:Public User 6 ffc�:�.n�h• Product Approval Menu>Product or Apallcation Search>Application List>Application Detail FL# FL15210-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 •••• ronoconnell@plastpro.com • *so*** •••• •••• • • • • • Category Exterior Doors *so:** Subcategory Swinging Exterior Door Assemblies •••••• •••••• •••• • • :*see:• • • •••••• ••••• • Compliance Method Evaluation Report from a Florida Reg.*:*sote e •Architect,or a,{.icenseds •• Florida Professional Engineer • • • •• •• •••••• 9 Evaluation Report-Hardcopy Releivecr •� • • • • • •••••• Florida Engineer or Architect Name who developed Lyndon F.Schmidt, P.E. • • . :6 6*•• the Evaluation Report so** so. • • • Florida License PE-43409 ••o Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Eauiv Eguivalencv Of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products Model, Number or Name 15210.1 a. Smooth/Wood Grain/<Se Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.1.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings,any FL15210 R5 AE Eva[ 15210.1.3df additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions .••••• Approved for use in HVHZ:Yes FL15210 R5 II Inst 1524.0.2. df •••• •••• Approved for use outside HVHZ:Yes Verified By: Lyndon F. S8"i t,?.E.43+9490 •• Impact Resistant:Yes Created by Independent J��j rgrty: Yes .• 00000 Design Pressure: N/A Evaluation Reports • • • Other: See INST 15210.2 for Design Pressure Ratings,any FL15210 R5 AE Eval 15M6.•L�odf :8049 additional use limitations, installation instructions and Created by Independent TRif(?Arty: Yqs.••:• product particulars. 6060 • '•;•• ••• • 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberigasc.Double DO&r0ith or Alildul:• Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswigg 4jf4;,OXX0-Configurations) •• Fiberglass Door • • a • . ••.. • Limits of Use Installation Instructions • • ;•.• Approved for use in HVHZ:Yes FL15210 R5 II Inst 152fb_11A ••• • • • Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 ••: Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.3.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- :: Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings,any FL15210 R5 AE Eva[ 15210.4.Ddf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. " 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings,any FL15210 R5 AE Eva[ 15210.5.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.6f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.6.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.6.Ddf additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.7.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.8.3df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 0000 Other: See INST 15210.8 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.8.Ddf • • ••••• additional use limitations, Installation instructions and Created by Independent+Thirg 4159rty:Yes"••• • product particulars. 000 • ••gasses • • •• we— 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed FibergWroDouble Doorevith or witv4lu ::: Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; 0,V.0�Configwratloas) • Fiberglass Door • • �••••• .•••• Limits of Use Installation Instructionf••••• •• • ••••• Approved for use in HVHZ:Yes FL15210 R5 II Inst 1521Q.9�11" •••.: •••••• Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 . •• Impact Resistant:Yes Created by Independent'1}�irOW4ty: Yes ••.. Design Pressure: N/A Evaluation Reports • • :•••:• Other: See INST 15210.9 for Design Pressure Ratings,any FL15210 R5 AE Eva[ 152*10.2.4f • 60664 additional use limitations, installation instructions and Created by Independent Airig arty: Ye9••• : • • product particulars. .. 15210.10j. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.10.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.10 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.10.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing (OX or XO; OXO-Configurations) Fiberglass Door • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.11 for Design Pressure Ratings, FL15210 R5 AE Eva[ 15210.11.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without :: Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.12.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.12.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.13 m. Smooth/Wood Grain/White 8'0 "Impact"Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts-Outswing (X-Configuration) Series O Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.13.0f any additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15210.14 rG mooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface :: n/Rustic/Mahogany Series O Bolts on Active Door panel-Outswing (XX-Configuration) rglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R5 II Inst 15210.14.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.14.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Single Dl,Qr yfjl1'Ing thee••• Grain/Rustic/Mahogany Series O WINDSERT'"an operational v4gdow insert-Outswing (X-�' Fiberglass Door Configuration) r• • *`0. i • • Limits of Use Installation Instructions • • Approved for use in HVHZ:Yes FL15210 R5 II Inst 152'la�i��odf •"" • Approved for use outside HVHZ:Yes Verified By: Lyndon F. Scri1ldt!P.E.43299•:• Impact Resistant:Yes Created by Independent TloirdO Party: Y25 Design Pressure: N/A Evaluation Reports 000800 • • ""' Other:See INST 15210.15 for Design Pressure Ratings, FL15210 R5 AE Eval 1521M j5bdf '.• •: •••••• any additional use limitations, installation instructions and Created by Independent Third Party: Yes •� •••••• . product particulars. � . • Back Next •• • Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.coovright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: -3 FM RR M Credit Card Safe ...... .. ...... ...... ...... kl aplastpro 3750"MAX.OVERALL I� FRAME WIDTH 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 --'' ........... Smooth / Wood Grain / White Wood Grain "*"� , � z Rustic /Mahogany ® ® H Series O Fiberglass Door Z �+ m a a INSWING/OUTSWING .0 LL "IMPACr' ° S. GENERAL NOTES 6 o re 1. This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building Code W W x o z (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). X •••••• z o •a •• •• • o�n 2-1 • 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material •••• •.• shall be beyond wad dressing or stucco. . ter•� O w • 3. When used in the"HVHZ"this product compiles with Section 1626 of the Florida Building Code and does not €? •• •. a o �••• require an impact resistant covering. m • •• • $ 4. When used in areas outside of the"HVHT'requking wind bome debris protection this product compiles with •••• • a a •• Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets • •.•• •' : q. 60* E missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.22 of the FBC. •••• • o •• rn S. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry •••••' 0000 3 construction. 0 • • = 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed ; •�• • • w0 • engineer or registered architect. •• • : V) 7. Outswing configurations meet water infiltration requirements for"HVHT'.All other configurations do not o � meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or g at habitable locations protected by an overhang or canopy such that the angle between the edge of a canopy or overhang to sill is less than 45 degrees. o TABLE OF CONTENTS MAX. DESTGl11 PRESSTTRE SW1tHG FRAM` a o SHEEN DESCRIPTION 11fMEfVSfQPf Pb$7€1V NEEiATtVr _ "' m i Typical elevation,design pressures,&general notes _0 0 w 2 Door panel details 37.50" z o a 3 Horizontal cross section INSWING x +75.0 -75.0 DAM 02116112 z 4 Vertical aosssecHons 82.00" scams: N.T.S. ° 5 3 point lock details 37.50" owc,13Y.. �K m 6 int lock detalls OUTSWING x +75.0 -75.0 cia.BY: LFS 3 7 Buck and frame anchoring 81.13" DRAW c NO, � 8 Components & 9 B@ of materials See shee re mrfati0ns FL-15210.1 ro 0 mow 1 or 9 N V t K to 07 Q EXTERIOR � 0.4' =�j:' �.,• �� •°' ' .. �'- . . �. iii'', ••......... :02 ° ^p o ZZU $ INTERIOR % E m o a CAP(PVC) LATCH STILE(LVL) TOP RAIL L g 9 d o a HINGE STILE(LVL) CAP(PVC) (COMP.) o am a a 2 HORIZONTAL CROSS SECTION --T l z14 o 35.75"MAX OA. LL WIDTH 6. ••• ••moo ••••• • VI J • sod D �, • • J V v w W y • r3p's :,• ••• m m ® ® o. . •• ••• •o.cl Do p 0• Goo • v M40WARE TARLf •••••• • a n ••• B INTERIOR EXTERIOR Y Tn MANU&ACi11RER MODEL MA7(D�SfGN ••••�•-- • •Door rs — PRER40RE.:.. • V3 KNOB: SIGNATURE SERIES •• •• •• x KYrfKSET DEADBOLT: SIGNATURE SERIES(980) ±75 FOAM CORE •••• ••••• rn d, (POLYURETHAN– E- 0 ,.i ••• • • • * • SCHUIGE KNOB: 7 SERIES(FSt) 4 1.9 PCF MIN.) ° ' • •• n •• N DEADBOLT: `B"SERIES(B60/62) 75 • z • X • • o SEE HARDWARE TABLE PAMEX LEVER: FL30 SERBS +75 a..'' •• • ••• v o_i DEADBOLT: FD7 SERE °. uT 0 0: NOPPE MULTI-POINT LOCX: 3-POINTTONGUE ±50 FIBERGLASS SIGN °••. SEE HARDWARE TABLE (0.125°MIN.THK.) '� $ 6 W i F MULTIPOINT LOCK: TRILENNIUM'3000SERB'S +-75 z See sheets 5 and 6 for multi-point lock deta0s. ,o BOTTOM RAIL z (COMP.) z 2 DATE 02 16 12 SCAM N.T.S. W DOOR PANEL M.er JK m Plaslpro 2 VERTICAL CROSS SECflON cm BY. LFS40 3 Fiberglass 2 DRRWPIG NO.: N s FL-15210.1 0 Y1 N SHEET_L OF 9 0 O a 1-1/4"MIN. \p\ /p 4 4 p GJ. = .•. 4 W E i a ® ® Z 1 C ,.•' \� n ° .0Z z$u INTERIOR ° =m Z CW o 9 oa V maaE a Q `Z 1 Z ° < 9° 3 v X v0 3 £a Aq 3 c3 z o � W •• Q Q • EXTERIOR H ° •••• ' •• • • ••• • w •••• mac• E D 2 1 3 4 5 Z7 E ° e • ••I 1B.ffypIN'• o • �0 oa •••: a �_ B 4 4 4 y 1 •• •• • �••• • :•• 3 HORIZONTAL CROSS SECTION D• • a a --000 • o C 3 Shown w/1 X sub-buck 0.15" B ••• • Y r ►{ 0.15" CSINK C •• •MO • • �m••••�• a° ° CSINK (lyp.) •• • • L INTERIOR L fl ; °•°• •• N • ° Q ° INTERIOR .•• •8 0• • � 7 , 40 7 ° o ° Hip W Z • m v 5$ ° DAM 02116112 i a 11 q EXTERIOR EXTERIOR 27 scuE N.T.S. 4 E BM BY.. JK m ° 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION c.« �s p .0,Vng shown-h-Mng 3 Outswing shown-6mNfig DRAW@ G NO.: N a EMB.(TYP.J x150 approved aLSo approved FL-15210.1 0 n SHEET 3 OF J N O 10 ° D B z k o .. edam 7L E i$Zv 0 C \ 9 • 1 2 \ ,' m odJ. a 7 G 40 EXTERIOR INTERIOR 8o "3 o inz"' 7 1 2 EXTERIOR INTERIOR2 VERTICAL CROSS SECTION •• • o EXTERIOR INTERIOR 4 shown w/tx sub-buck • •z o �.• •• •• • • O y y 1 VERflCAL CROSS SECTION ••. • •• u• ••• 4 a=9 w a grovel.Inswing PP g 40 •••�•• R ate • • ••• 9 29 � • • 'S. •••••• • a a •••• e EXTERIOR INTERIOR EXTERIOR d T•,NTER •• • U r •:�• • • Q ° ° d P • • i • •• v • 30 31 32 33 34 40 i ••• •• P o = 5 VERTICAL CROSS SECTION 8 .. • • 9 q shown w/ADA threshold 36 37 0 36 E ° m d ° M °�n d ° ° • a .-.� Z Z ° O onrE:02 16/12 ° Z scan: N.T.S. 9 3 VERTICAL CROSS SECTION Dm.er: JK m 4 Outswing conftrguration 4 VERflCAL CROSS SECflON FF 4 Inswing conitguratfon Cm BY.. LFS 3 Dxawwc No.: FL-15210.1 " 0 sHm 4 of 9 " V godo z o��BW "/fill 1 1%� z o m 6 0 o harm 9°S�W � 0 a °0 O � maa� _ 4LL EEZ 0 0 3a 2X BUCK $$ � 1X BUCK H J UL � a $. ••• pfn .. U • o m 2.17" • •• •� •••'•• � • •• x ,•••• EL • •i a > HOPPEMULTI-POIN7LOCKSEf • • p • 3 Pofit"fongU. c 2X BUCK $$ • • ••• OL • ••• '• m n • ® • a g i 1X BUCKE . H • •' a 1.T ' MUCK $$ *cn • • :•• $ •••* IX BUCK H • • (23)'• • 02 ,� • • N o 22o • �o o a 1• af/ � ■ O � F IT Z S ��E Z w ?th Z m �ypp�� z OAW:02116112 i ® SCALE N.T.S. 9 Dwr,Br: JK mm o. CHK.BY: LFS 3 MULTI-POINTSTRIKE PLATE LATCH AND DLADBOL7SfR►KE PLATE DRA%n W NO.: N — Tongue system FL-15210.1 MANUAL RAISED TONGUE GEAR SYSTEM ° sir 5 OF 9 * .Q4.. •;Qf,�'� m ,'',,''''��/1111••\\\`�,,,` Z'm O 8Rz Zo Ea 9oa maa� a cZ 9 S1a O ._. d J � 5 O 4 ••• C� U • J O •• • • m N�Dp• • •..:•• •. Cl Tl•• •• O Fi O V) • . QQ • • �• Y, •.•••• •• • >� ••• a • • • • 0, 00 2 0*00 rn N • d 57 . • .• N �... § 60 •• • W o 62 •• ; UI O Of 1- 5 0 0 a d MUCK 5e m $ a 1X BUCK z o °� 6 J a M� � c m Z . Z f0] z mve 02/16/12 i SME: N.T.S. ° s mra.BY: JK m PL IN&F hHenNum 3000 SERIES STRIKE JAMB DETAIL CHIC.BY: LFS DRAWING NO.: 3 pt.Lack N FL-15210.1 n ° SNEEf_L OF 9 N V O`0{{{Iit aw) 6' Off; ° ............• dD '�1j1 1 1111{{{{` z m O r° SEE HINGEL 2X BUCK i 8 z ' D TYP.HEAD �, DEWL"P.) n x z .� &JAMBS o (�' 1 X BUCK ��(y i q Z oc w a r� 9 o a — TYP.HEAD 4 �' m a a MASONRY a MASONRY B,JAMBS ,°, a , OPENING OPENING o zo �a ry FRAME z it x 2X BUCK T^O 4141•• • io 61(••m 6� .._ ._ 4141• om • w 0 2X BUCK i 4141 .—Goo.� • i• V 5. • • ,-U.. .. • ao� 41.664, am41 4141 6.66• U o • ~ ADA SILL •6•• • o v 41 •••� 6 �••••• ONLY • • a a 41• pcp. 4141•• V °a. ••:41416 6: • '� 416• v ° X4141416• •666• + ° °v • . °a • • 66 6 Q • • 41 • • N .6 a . 41 41 N • = RUCKANCHORING STRIKE JAMB FRAMEANCHORING HINGE JAMB• • 6 • 41 w o o Masonry construction •• 41 41 ti o � CONCREIEANCHOR NOTES: 1.Concrete anchortocaRons at the comers may be adjusted to maintaln the min. Z distance ete�trorr m noted as MAX ON CENTW must be adjusted to 1 X BUCK H 9 a Z maintain the Mn.edge distance to mortar joints,addntarwl concrete anchors 2X BUCK L $ may be required to ensure the MAX ON CENTER°drmersion are not exceeded. 28 H 1 X BUCK IX BUCK H d 3.Concrete anchor table: 11 a'S �, MIN.CLEARANCE MIN,CLEARANCE 2X BUCK "' m' o ANCHOR ANCHOR MIN. 58 2X BUCK L TOMASof1Ry TOADIACIFW 2X BUCK 58 ;TYPE EMMMENT EDGE ANCHOR 11 11 'z DATE 02116112 19 a TAPCON® ' 1X BUCK M D $8 2X BUCK 11 scaEe N.T.S. ° ELCO 1' 4 27 ULTRACON H 1X BUCK DWo.BY. JK m s nWl a 3/le 4 1.1/ 3' 1.1/r rarcoN HINGEDEI'AIL cHw BY. LFS 3 DRAWING NO.: I,WOOD SCREW INSTALLATION NOTES: LATCH b DEADBOL7 DETAIL Inswing HINGE DETAIL FL-15210.1 y Maintain a minimum s/8'edge dMrnrce,I"end distance,a l'o c.spacing of OutsvAn9 a Wood Screws to prevent the SpQfHng of Wood. SHEET 7 OF 9 D 456" 4.6° (► 4.56° ot! o m '11,1111► ►►lit tZ pp m Zo « U M . O OUTSWING THRESHOLD OUISWING THRESHOLD POLY FlBER JAMB h E m Z o o DLP(QOSR( Columbia High Dam(581) PI ' 9 c w �. d asfpro ii� 4 O N 4.56° �I ^. o z 4.68" ' (� 4.T 0 o_ O �ZOIRSWING THRESHOLD LRSWING THRESHOLD WOOD JAMB • •••• o m o•• • o:�r (GtOSH) 31 Columbia(575J 2 • 'me•• • ••• • • •• •• o lee on am • 9 • 5.62° 5.63° a 2088" ••••• • a a •• o o ••:••: •: • �' ••• • E Fd. f� � •• •• � • I�' • A 0.52° Fel• ••• N •••� N • • =1G THRESHOLD INSWING THRESHOLD WEATHERSTRIP 8 DOOR BOTTOM SWEEP •••• i • • 8 Endura(Z Sertes) Columbia ura Ford 5 •• n o ac 5.625' 4 PE650 W a ® 4.56° z ..o pa z � DATE:02/16/12 i SME N.T.S. 9 ADA THRESHOLD W.er: JK m' INSWING THRESHOLD INSWLNG 1HRESNOLD DIP cHR.BY. LFS 3 e 36 Endura(z-series► 37 DLP(,SCI 29 DRAMMO NO.: � -a" FL-15210.1 ro G SHEET B OF J N d r `````, BILL OF MATERIALS REM 0 DESCRIMN MAIENAL * = y m A 1X BUCK SG>=0.55 WOOD ��.• � a;` ��aM B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE �ii�� ••... ...•• D 1 XX 2-3/4°PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 8 :Z „ E CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 \ g o i$Z G 1/4°X 3-3/4°PFH ELCO OR ITW CONCRETE SCREW STEEL \ H L 9 `O a H 3/16"x 3-1/4°PFH ITW CONCRETE SCREW STEEL a a I 1/4"X 1-3/4°PFH ELCO OR ITW CONCRETE SCREW STEEL 'i N L #8 X 2-1/2"PFH WOOD SCREW STEEL 9 M #8 X 1-1/2"PFH WOOD SCREW STEELa a 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 'i o 9 4°X 4"BUTT HINGE STEEL •••• • o • • • 11 #9 X 3/4°PFH WOOD SCREW STEEL • .00•• "', • 0 22 3 POINT'TONGUE°MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL • • ••• • m • 5 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL •• • •i 5 w o• •• 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL •••••• a • a 27 LATCH STRIKE PLATE STEEL •••i•• o • • 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL0•• • ••••• 29 ADA THRESHOLD ALUM .000• • 0 30 OUTSWING THRESHOLD ALUM/WOOD ••••• • a a'r ••• 31 OUTSWING THRESHOLD ALUM/WOOD •••••• • • ••• • E 32 OUISWING THRESHOLD ALUM/WOOD •••••• • •• 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD • • • • g 36 INSWING THRESHOLD ALUM/COMP • w ••• § 37 INSWING THRESHOLD ALUM/WOOD • ••• • o 38 INSWING THRESHOLD ALUM/COMP ••• • • N 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - n 55 #10 X 1-1/2°PFH SCREW STEEL 57 BACKING PLATE STEEL a 58 #8 X 2°PFH WS STEEL a 60 MULTI-POINT STRIKE PLATE STEEL 8 62 LOCK ASSEMBLY STEEL ^w z 6 Ot¢ J p 0 2 a DAm 02116112 1.0 c SWZ N.T.S. ° •�: JK mm Q CM sY: LFS 3 & DRAWNG NO.: m FL-15210.1 ro n o RW 9 OF 9 N O d � . 2_/ MIAMI•DA►DE MIAMI--DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reseive 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 ft,4 'J may...... immediately revoke, modify, or suspend the use of such product or material within4lir jurisdietion. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade-"vity Product4ontro16.00:. Section that this product or material far of the applicableoM it( trg code. 0 • ...... This product is escrr ed herein, and has been designs o the Flo6dg ilding • .. ..... Code,i ng the High Velocity Hurricane Zone. •�i.-a'lum• •*:••DESC TION: Series"Eco-Guard 100"Aluminum,SingleBung Window-L ',A.PPROV : Drawing No. W09.08, titled "Eco-G . S.H. Wdw. •• (L.M.I.)", sheets 1 through 6 of 6, aa erevision. dated 06/23/15, prepared Sy.AlrFarool"' Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dada C, ut y Product Controi....� Revision stamp with t e Miami-Dade•tounty Product Con ion. MISSIL ACT RATING: Large and Small Missile Impact Resistant LABELIN it shall bear a permanent label with the manufacturer's ogo, city, state, model/series, and following o pproved", 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 ofthis 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 No.14-0317.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0406.12 MIAMI•DADECOUNTY t (!E Date: April 08,2019 �1�� l Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09�08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Unifarrn 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 6666 4)Forced Entry Test,per FBC 2411.3.2.1,and TA$202-94...• .....* along with marked-up drawings and installation diagram of an6aiAimum sixigle-hung window,prepared by Fenestration Testing Laboratory, Inc.,TCV1t8portNo. •• 000000 FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson;P.E. :6996: 6666 (Submitted tinder NOA No.14-0317.02) •••••• 6966 • 66966 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94.6 9 6 9. 66:66' 2)Uniform Static Air Pressure Test,Loading pt;r IPBC 143 4494 .... •• 3) Water Resistance Test,per FBC,TAS 202ZC:': 4)Forced Entry Test,per FBC 2411 3.2.1 anc TAS 202-9.4•• ;••..; along with installation diagram of a 106-1/2" wide x 76" higH 4UC(I-Guaxd.Series-1 OXT'••: aluminum single hung window, prepared by Hurricane Engineering & Testimg Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 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 installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.0 7) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted cinder NOA No. 09.0224.07) lk"XgC�? — mavel Itez,P.E. Product CoiALojExRminer NOA No.15-0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76,1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI.08.2170,dated 12/15/09,signed and sealed by Candido F, Font,P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 •••• . . 9.0. 00.9.0 D. QUALITY ASSURANCE 00 • ••• • 1. Miami-Dade Department of Regulatory and Economic Resources R) — •'•••• .99 .. . 0000.. E. MATERIAL CERTIFICATIONS • ' ' 9 0000.. 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray AAvrica, Ing. for they.:..- "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15;expiring on-I-OW/16. ...... 0000.. • F. STATEMENTS00 .. .0.900. 1. Statement letter of conformance,complying with FBC-S"'EdiVon.(V14),and o no ; financial interest, dated March 17,2015,issued by Al-Farooq C rporatior,'sign?d and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory,Inc.,dated 12/09/14, signed and sealed by Marlin D.Brinson,P.E. (Submitted under-previous NOA No. 14.0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Product Control Section Supervisor. (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No.HETI-08-2166A, HETI-08-2166C, HETI-08-2168 and HETI.08 2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.0 7) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Man uelr P.E. Product ContrEx iner NOA No.1 -0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-z V � U • - 53 1/8 WINDOW WIDTH WINDOW WIDTH 47 3/1- 47 3/8" o 0 1- D.L.O. (FIX. LITE) D.L.O. (FIX.LITE) MAX. 12'MAX. ��nn 6"MAX. 12"MAX. HEAD HEAD m G7 HEAD CORNERS 3 � CORNERS 3 HEAD az, d D U p U N Q LL u u I I m It SWEEP LATCH 0 �O v _ yY_..-•c31v__ I AT 12-1/2" FROM ENDS M J 4 �I B II II TIP. X II I I� LL Hj d 2 li 3 it I' II gm to a 4 II II II N Q' �I II II i0 U r0� II II 3 � of M f yy II m U I � II yj L11 :7 vlII a m � II 3 II ?� h I N o" Eq � wn —� m N NO ANCHORS AT SILL NO ANCHORS AT SILL FALSE MUNTFALSE MUNTJ,! (SURFACE APPLIED)ED) SURFACE APPLIED)ED) �7 OPTIONAL 47 3/8" OPTIONAL 47 3/8" �^ Z�tL D.L.O. (VENT) D.LA.(VENT) 50 3/16" SPRING LOADED LATC O J AT 7'FROM ENDS 50 3/16" I D VENT WIDTH OPTIONAL TO VENT WIDTH rn ECO—GUARD SERIES-100 SWEEP LATCHES Wv W ALUMINUM SINGLE HUNG WINDOW EQUAL TMP' UNEQUAL UTES (ORIEL TYPE} DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS CHARTS SHOWN ON SHEETS 2. TESTED UNITS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o R $$ COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING R 5 P MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. •° 5• LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL m a S WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• c m ft--� REQUIREMENTS OF THE FLORIDA BUDAING CODE INCLUDING HIGH VELOCITY S S^oHURRICANE ZONE(HVHZ). • m U P W WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • LOADS TO THE STRUCTURE. •• ••• •• • • • •• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Eng'�VCIVVIL q EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MM ANCHORING OR LOADING CONDITIONS ARE NOT REQUIRED.NS NOT SHOWN IN THESE DETAILS ARE • FLA. CA .N.i 92 36 o a NOT PART OF THIS APPROVAL. • PRODUC!rRBbl9 l • • • • ' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • osWmP1Y[og�vldr lhePi�iQi • • • v a • UI/Idfng t1Edo �} • • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NOM-COMPRESSIBLE. • A���lalueNoiilS� V ,23205 dr°wio MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ••• {m1LoA Det! ZQ2 •• ••• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �. W09-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE. H1i UadcProductConUo sheet I of 6 ••• • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS MOTH �4 U $ DESIGN LOAD CAPACITY- PSP DESIGN LOAD CAPACITY-PSF l�• O0 G TYPES ••• ••• •• ••• •• • GLASS TYPE GLASS TYPES m FLANGE DIALS. 'A' 'H' & 'C' F IYGE DIMS. 'A' 'H' &'C' • • • • • • • LJ HEIGHT lJ(T.(+) 1I4T.(-) • • • • • • ❑ATH HEIGHT EXT.(+) 1M.(-) EXT.(+) 1M.(-) 19-1/8• 75.0 90.0 �� ••• ••• ••• •• 19.01/8° 75.0 90.0 75.0 90.0 24• 75.0 90.0j• 24• 75.0 90.0 75.0 90.0 /• g 26-1/2' 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 ai 10-,( 0 32` 28• 75.0 90.0 32" 50-5/8' 75.0 90.0 75A 90.0 �• fiS7 37' (3) 75.0 90. •• • • •• • • ••, a!p LL • • • • • • • 37 (5) 75.0 90.0 750 90.0 0: 40' 75.0 90. _ - • •• • • • • • •440" 75.0 90.0 75.8 90.0 a O a 48' 78.0 90. • • • • ••• • �+• 75.0 90.0 750 90.0 in a p 8' 75.0 .0 •• • • • • • • 51b-1/8° 75.0 90.0 75.0 90.0 =.As00 Q 0 f,19-1/6 75.0 90.0 1, 19-1/8' 75.0 90.0 75,0 90.0 \ tt� 033 24' 7S. 90.0 24' 75.0 90.0 75.0 90.0 u_ Y S ly 26-1/2• 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 °' x LL z 32• 38-3/8 32" 63" 75.0 90.0 75.0 90.0 Z .l a 37 (4 75A 90.0 37` (6) 75.0 90.0 75.0 90.0 Q ID 75. .O 40" 75.0 90.0 75.0 90.0` O ae• 76.0 20.0 EQUAL LITES 46• - - 75.0 90.0 s UNEQUAL LITES (ORIEL TYPE) ^ 53-1/8" 75.0 90.0 53-1/8" - - 75.0 90.0 U o 19-1/8' 75.0 90.0 18-1/8" 75.0 90.0 75.0 90.0 Tin 3 24' 75.0 80.0 24• 75.0 90.0 75.0 90.0 �C �P N 26-1/2• 75.0 90.0- m 26-1/2• 75.0 90.0 75.0 S0.0 Gsi x` 2 ' S0-5/8 - 32' 78' 75,0 _ 90.0 75.0 90.0 N W 37' 75.0 90.0 37' (7) - - 75.0 90.0 Z W • a. 40' - - 76.0 90.0 (1) 1[C 46' 75.0 90.8 - - F- a 48' 750 9D.0 i 7 n m 53-1/8• 75.0 90.0 = 53-1/8• - - 75.0 90.0 a 1 3 12 0 6In N 19-1/8" 75.0 90.0 Z Z_o Lei 24" 75.0. 90.0 <� TO QUALIFY FOR SMALL MISSILE IMPACT RATING 3 26-1/2" 75.0 90.0 O EXTERIOR PLY OF GLASS 'TYPE 'C' MUST BE TEMPERED. 32' 63• d' 75.0 90.0 _ z c? O o 37• (a) 75.0 90.0 1/8'HEAT STREN'D.GLASS 8� W rn 40' 75.0 90.0 48• 75.0 90.0 2i 5/16'AIR SPACE PRODUCPRBVISBD 53-1/8, 75.0 90.0 z a4co*yMBwBhdm Ploridx / 1/8'HEAT STREN'D.G1A55 DagdlaeC _ w^ 19-1/8' 75.0 90,0 1/8'HEAT STREN'D.GLASS 3/16"HEAT STREN'D.GLASS Bulla mlceNo �J9{ 24' 75.a 90,0 690'Interlayer 090'Interloyer 090"Interlayer Iladonvato /`� 19 DuPont Butacite PVB DuPont Butocite PV8 DuPont ButaeRe PVB 26-1/2• 75.0 90.0 By'Kuraray America, Inc.' By'Kuraroy Americo. Inc.' By'Kuroroy America,Inc.' By 32" 76' 75.0 20. aPr U 1 o O a 1/8" HEAT STREN'D.GLASS 3/16'HEAT STREN'D.CLASS 1/8°HEAT STREN'D.GLASS 37" (7) 75.0 90 ,Z tl 48" 75,0 0 z a SILICONE SILICONE a SILICONE $ _Z m DOW 899 m DOW 899 z m DOW 899 53-1/8' 75.0 9 0 in i 1111 m 13 m `�' ob4rdo SETTING BLOCKS AT I LAM,GLASS AND INSUL M.GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 8 • 21 21 88 21 Engr.JAVAD AHMAD 1 CML 1 AT 1/4 POINTS ON LR A 13 ALL SIZES AT 1/4 POINTS ON LITES AT 1/4 POINTS ftPE 70592 W1017i THAN 36'ON �+ 73 WIDER THAN 36"ONLY 24 13 CAN. 38 LY � �• �' NOTE: GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' C GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONS X015 drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W09_08 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 0( 8 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS f{' O tom' SEE ELEV,FOR SPACING TYPICAL ANCHORS O ' WOOD RUCK I • ••• • -FOR sVING••• v � w • •e • •• ••MEI•L •• •e MIAMI-DADS COUNTY APPROVED m �_ MULLION&MULLION ANCHORS o 0 EDGE 01ST. • sfRUCTUR: : SEE SEPARATE NOA \ 0 n t o d." a,•< d.° EDGE DIST J • • • • ••• • EDGE DIST. �. • .. Igo • •• • .• .• •. • • • 8 pa LL m i TYPICAL ANCHORS TYrANCHO.n6 Q C SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 00 O Li WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J N AND TRANSFER THEM TO THE BUILDING STRUCTURE. J il. 12 OPTIOBOTTOM�U TO 1 C RS: SEE ELEV.FOR 1/4" DIA. ULTRACON BY 'ELCO' (FU=177 KSI,Fy-155 KSI) © - 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ] �¢ O 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) N' ~ u g THRU 1 BY BUCKS INTO CONC. OR MASONRY `_3 O o M a to 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z-� IF W { 1R 21 MIN. EMBED INTO CONC. OR MASON o I Z. DIRECTLY INTO CO ONRY U-t I 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) I U w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) $ W rnm 0 a 1 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o - � � z INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Q C INTO METAL STRUCTURES 11 STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) t ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 29 5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C j o aNe TYPICAL EDGE DISTANCE v o I 11A INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. 15 i 18 INTO METAL STRUCTURE = 3/4" MIN. © 1 taa WOOD AT HEAD, SILL OR JAMBS SG- 0.55 MIN. '> 2 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f m = 2000 PSI MIN. d PRODUCT REVISED :.eatnplyft with the Florida Esgr.JAVAD AHMAO N 3 Da9ding Code -o4-06 d. CML 3 Ae ACCCpimcaDate /�^� F CAN. 70992 0 n g p BY ct .8 ° \ SEALANT ,I 015 drewing nD. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09_08 .'° JOINT SEALER. sheet 3 of 6 .. .. . . . .. .. . . . . . . . . . . . U# PART RRQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKSFY701 1 FRAME HEAD 6063-T6 -FY115 1 FRAME SILL 6063-T6 - FY7032 FRAME JAMB 8083-T6FY104 - 1 FIXED MTG.RAIL 6063-116 - Q 5 FY105 1 VENT TOP PAIL 6083-76 - 6 FYI 14 1 VENT BOTTOM RAIL 6063-76 - 0 7 FY107 2 VENT SIDE RAIL 6063-T6 - ••• • • ••• ••• •• % FYIOB AS ROD. GLAZING BEAD(5/16'LAM.GLASS) 6053-T6 • :0: • • • • •• 8A• 1109 AS ROD. GLAZING BEAD(7/18'LAM.CLASS) 6063-T6 - 0 0 ei • • • • • • • • 86 a fY110 AS R00. GLAZING BEAD(INSUL LAM.GLASS) 6083-T6 - M APPR MIAMI-DADE COUNTY •• • • • • • •• JaY APPROVED MULLION FYI 16 2/VENT SASH STOP 6063-T5 - Q 6 Q g$}( SEE SEPARATE NA TYPICAL-ANCHORS 11 FYI 2/VENT SPRING LOADED LATCH,AT 7-FROM ENDS 8063-T6 - "- SEEEG 11A - 1/LATCH LATCH SPRING ST.STEEL -12 SL203P ?/VENT SWEEP LATCH,AT 12-1/2"FROM ENDS ZAMAK SULLIVAN&ASSOC.12A �B X 5/8' 2/LATCH LATCH INST.SCREWS ST.STEEL FH SMS13 - AS REDD. SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 14 08 X 1' AS REDD. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS -' 14A ®8 X 3/8' 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS U o 15 E207 AS REDO. BOTTOM RAIL SEAL-SERIES 101 NEOPRENE ULTRAFAB v J J 16 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W231 Ell AS REDD. FIN SEAL V'STRIPPING - ULTRAFAS - 19 FY117 4/VENT SASH GUIDE CELCON M&M PLASTICS v1 Ld 19A #6 X 3/8" 1/GUIDE SASH GUIDE INST.SCREW_ CRS OH SMS TYPE B 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI N 1. WINDOW WIDTH WINDOW WIDTH o 20A 08 X 5/8" 1/BALANCE BALANCE MST.SCREW - P FH SMS 3 LnM 21 AS REDD. GLASS SPACER SIUCONE FRANK LOWE O O 1'1 22 - 1 5/i8'BOX SCREEN - OPTIONAL yr Z_3 tL 23 FY120 - FLUSH FRAME ADAPTER BO63-T6 OPTIONAL og 3 TYPICAL ANCHORS 24 - - INSUL GLASS EDGE SPACER ST.STEEL CARDINAL XLZ SEE ELEV. FOR SPACING 3 O s Wrn20 © 1/4"MAX. O 1/4'MAX. VENT wurH SHIMS 1BY 1/4'MAX. METAL Q SHIM WOOD BUCKS SHIM STRUCTURE 19 Ai B c r 0 v o TYPICAL ANCHORS `? g o _______ __ i v. FOR SEE�6NC TYPICASEE L HORS -___ FOR SPACILl gSCREEN OPTIONAL------ 4E3 1/4 N .MASbRY o v ��amuo to EXTERIOR S 3 Emr.JAVAD AHMADOML N •u v FLA PE#70592 O.L.OPG. CAN. m = a X WINDOW WIDTH nl �97ildgc A A=WemL �r � 15 drawing no. W09-08 Miami a uoI Co sheet 4 of 6 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... TYPICAL ANCHORSpp • EDGE 01ST. SEE ELEV.FOR SPACING 4U w • ..• • ••• . ••• 0 TYPICAL ANCHORS . • •• •ErA(yL .• • MIAMI-DARE COUNTY APPROVED SEE ELEV.FOR SPACING • • • • STROCTU • MUWON&MULLION ANCHORS Z / s - e • DGE DIST. • • SEE SEPARATE NOA 3 J • .W.00o F•• • EDGE DIST.AD • QpALT. •• .• C In <<0 TYPICAL ANCHORS O m a O SEE ELEV. FOR SPACING � U o J J J N 3 � y � m V)f5 00 � LL o N h i IS�M w OQ OM N 1/4"MAX. O Z_ SHIMS ALT. Z 0 tt . TYPICAL ANCHORS U Lu SEE ELEV. FOR SPACING $ W rn 0 .4. 4' 4.1•/2"' ° C. P 5 MASONRY i .4 •9e 3 i� 4 D . O C 0�ALT, s m INSTALLATION DETAILS WITH FLASH FRAME ADAPTER Eng,JAVAD AHNADCmL 'o s FLA PE 70592 PRODUCT REVISED CAN. 538 0 . •� ° v' ss.omptyftwi 16.Florida P .Acaptmlco No 9 Dat. 01� Z 1015 wing no. 09-08 BY uctCo v W sheeF 5 of 6 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... Q .06-2 2.750^ [,062 6 2.188 .0O45� II mo--1.281 .1 .394 •••••••��•••{I •••• ••i• ••••••••• ••••••••i •••• 4• • ... ..• •. ... si •i • • 1.6118 7° .o7s .062 i i • I ,813 2.750 •i 2912 1.140 FRAME HEAD L SY [,202,-,. 2.06 — ••• 2.874 ••• ro,O��dZZWii Y�OO 3� 1-18, Q FRAME JAMB1.375 519 1.001 .130 .803 803 .803 .OSO ..42 TING 1047 to .0 7FIX. MEEOmom$ RAIL U o J 1,340 GLAZING BEADS v 1.434-1 � (n IN 1.250 .062 vA W .�M.. 2.063 14 } I f.D6� 662 11140 0 Ilt,Vy, In h_ 621 U O M 1.40-� ® VENT TOP RAIL O7 VENT SIDE RAIL 3z III-2.027 1.247 / W rnLo .062 2.773 1.445 z IA 29 1.750 1'21 .078 L. o € $5L' 963 c Q VENT?BOTTOM RAIL 1t SPRING LOADED LATCH VENT CORNER DETAIL > 2.974 4 v�amuc�w .062 m 36oz 2.69a� FRAME CORNERS DETAIL eg,: wva6 at6ln9 N a CML 082 F C.A.N. 70592 S PRODUCT ttevlSBD ,500 (�-���Ins camPlS'inS wllh d1e Florida v L/L�U 769Bnitding Codo,/ .874 AacVlonco NoAS. �' 2Q1.rk o . 149 500 2611 Detc 20 1df �rawing noO. 2.750 BY W09-10E FRAME SILL 23 FLUSH FRAME ADAPTER Product �- sheet 6of 6 MIAMI-ME ML&IIII--DARE COUNTY,FLORIDA 011�lilllllllilimw PRODUCT CONTROL SECTION DEPARTIVIENT OF REGULATORY AND ECONOIIIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315•-2$99 NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/e6onomy Eco Window Systems,LLC 9114 NW 106 Street Miami,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 Count Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miarvi-Dade Couvyj reserve•••••• the right to have this product or material tested for quality assurance purposes. TIU?ploduet.or material •• fails to perform in the accepted manner,the manufacturer will incur the expense of sash testing and W AHJ....:. may immediately revoke, modify, or suspend the use of such product or material•cohhhr their jurisdiction.• RER reserves the right to revoke this acceptance, if it is determined by Miami'17a'tlp Co4w.rLoduct• • Control Section that this product or material fails to meet the requirements of the appliMble building code. 00:0*. This product is approved as described herein, and has been designed to comply %v1'&:tlre Florida 8t;ldinge Osseo* ci - urricane- one. - - _ _. _ • DESCRIPTION: Series"ECO-Guard Clipped"Aluminum Tube Mullion--Lt;Vd. _ ENT• Drawin No. M14-01 Series i 1 on""sheets 01;....; through 09 of 04, dated 05/19/14 wit the latest revision dated 05/23/14, prepared by'N4-f arooq Corporation, signed and sealed by Javad Ahmad, 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 Coun -- IISSILE IMPACT RATING:Large and Small Missile Impact Resistant 6, unit shall bear a permanent label withthe ►„A=•�=f^� a or logo, city, state, series, and following statement: "Miani=-Dade`CourityProduct 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. T.NSPECTION: 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 I 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. 14-0529.16 MIAMI DADS COUNTY �t .� Expiration Date: October 23,2019 -� to 4 1 Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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 •" 66 066 along with marked—up drawings and installation diagram 8f.9�Glippeg..aiuViinum. mullion at fixed windows, prepared by Hurricane Engineerirog 4-Testing, Ili, Test...:. Report No. HETI-08-2192A, dated 01/15/09, signed and sealed t7 Candido F. Fond, • P.E. ...... 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 2) Cyclic Wind Pressure Loading per FBC,TA8.W3-94'..6.: along with marked—up drawings and installation diagram pf•g•Flipped aluminum mullion at a fixed window/a single hung window,prepared by Hurfican$)jt� %* eeri •••• & Testing, Inc., Test Reports No.'s HETI-08-2192B and-OVPti-08-2166C, both...: ... . . . dated 01/15/09,signed and sealed by Candido F.Font,P.E. •.: 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202---94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-08--2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5a' Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). X. MATERIAL CERTIFICATIONS L None. -- Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14--0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5"' Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco Window Systems,LLC as a limited Iiability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s RETI-08-2192A, HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and• smjed by Candido F.Font,P. E. . . "" ••••;• 4. Proposal No. 08-0236 issued by the Product Control, datX, t�04/0$;sigjed bye Manuel Perez,P. E. 996:09 . .6699. 9999 9999.. G. OTHERS •••• ••••• 1. None. 66 69 6. .9 9999.. 96.6.6 . . . . 0 966.6 9999.. .GG 6 . 000 9999.. 00 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0529.16 )expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 ro�V q --------- --------- ; z i ; nn577F O M � r----�7 j�' g,,I'II I II "HH 1 ]V+ 4.000 1S Zl iI� �--- III TYPICAL GLAZING PRODUCT °n TYPICAL I I WINDOW FRAME I JL---II iLvj; LL --zs---i 6.000II 0 d 0 3.000 4.000 U o w to J I TUBULAR SHAPES MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2.000 ALLOY-6063—T6 00 AND CAN BE USED WITH ALL MIAMI—DADS COUNTY APPROVED J 2 IMPACT AND NON—IMPACT RESISTANT PRODUCTS. Z) �tJ MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS RECTANGULAR ALUMINUM TUBE MULLIONS � y HORIZONTAL OR VERTICAL USING MULLION PROPERTIES ONLY 0 0Mi NOTES: SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Z 0 i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE j REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). J 0- ALL -ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE Q W APPLICABLE BUILOING CODE REQUIREMENTS I.E.-WIND LOAD.WATER INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. O WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT TO BASE MATTRIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATEIMS 01CLUDING BUT NOT UMRED 70 STEEL/METAL SCRENS,THAT COME INTO O CONTACT WRH OTHER orssunW AU7ERV LS SFW.L MEET THE REQUIREMENTS CF THE FLOMDA BLDG.CODE. INSTRUCTIONS: •• ••• • • • • • •• u c USE CHARTS AND GRAPHS AS FOLLOWS. • • • • • • • • • H DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • •• • • • • ••• • `c �' FOR PARTICULAR OPENING. ••• •••• •••• • • • • • O • • • •• STEP 2 USE MIAMI—OAOE COUNTY APPROVED GLAZING PRODUCTS y MEETING ABOVE LOAD REQUIREMENTS. STEP c STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Enor CIVIL APPROVAL FTA.PE/70562 '; USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH • ••• • 000 • 0 CAA` 3936 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED I nAln RniMl(SCo�S *c • • • • g IN STEP , ABOVE. �,1`11} • • ^ q�� y^ yn yy o STEPUSING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS •NOLow R:/_-1gi..���ca�2 � • •• • • I�IF1F`K:...J (,1! M drOWin n0. ON SHEET 4,SELECT ANCHOR TYPE PATH DESIGN RATING M:�ul�I)!I P ,111 v ••• g MORE THAN THE DESIGN LOADS SPECIFIED IN STEP , ABOVE. M14-01'� SI188i � Of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000 .125 "I 1.000 tom- Imo--2.000--J_E.125 2.000 -.125 2.000 .250 375 I I I I I a 1.000 'L f -^{ 1.000 1�.125 I k Q I I� .125 .375 (Ij .125 .125 g 4.000 .125 4.000 +.000 3.000 3.000 ,125a 6.000 6.000 8 toC ,-H CY L .375iji .375 .125 .250 4 6 i,�M1 8461 Ix - .9502 114\4 Ix-2.0374 M\4 Ix 1.538 w\4 Ix=3.1878 tN\4 ]x 2.9762 w\4 9-1 Sx Sx =.6335 IN\3 - 1.0187 w\3 Sx 1.0254 W\3 Sx- 1.5939 a\3 Sx 1.4681 w\3 1 �a IOU 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 L L STD. MULLION STD, MULLION CUSTOM MULLION CUSTOM MULLION STD, MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 Ix =8.2757 IN\4 Ix 15.2031 114\4 V) N Sx -2.7586 M\3 Sx 5.0677 01\3 O 2 X 6 2 X 6 STD. MULLION HEAVY MULUON r1 6063-T6 6063-T6 W W m C'15 co to 1 M Oo1"1 n Z Z 3� � 3z Q� 0 Wrn: � 0 .718 r I 2.125 2.125 0 .125 125 125 Appmvod re mmplghtg ei9161c 2.000 Deft n8ldldy u TIP. � IYP. M Fes- AI/ pa %onilu 5.500- 5.500 I o M-2.000-�I •• ••• • • • • • •• 'm_a0 • • • • • • • • • 9 • • • • • • • • '-c NOTCH NOTCH • •• • • • • ••• • O oanoNu 1/2• OPTIONAL V� • • • • • • • • MIN. •Y • • • • • •• a o Emir.JAVCP& c6 FIA.PE 70592 CAN. 1/2• a v/2' • ••• • • 1/2' o MIN. •MIN. • • • • • • �1 6 is • • a MW. •"•' • • • •• • MQV �l GQ1t•• Odraw19no. 01 ANGLE CUP MULUON CLIP MULLION CLIP 6063-TB 6063-T6 6063-T6 sheet 2 of 91 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LO AC1TY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) WINDOW DIMS. 1X9 1 X4 1 X3 1 X4 2 X 4 2 X 8 2 X 8 WINDOW DIMS. 1X3 1 X4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X3 1 X4 1 X3 1 X4 2 X 4 2X6 2 X 6 WIDTH(V/)MULL SPAN `STD. STD. CUSTOM CUSTOM STD. STD. HEAVY VADTH (w)MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH(Vl)MULL SPAN STD. STD. CUSTOM CUSTOM STD. STA. HEAVY 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - 59.3 55.3 120.0 120.0 Z 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2' - - - 42.8 39.9 111.0 120.0 0 z 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30" - - 37.8 35.3 98.1 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 1204 37' - - - 30.6 28.8 79.5 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 1139 108.4 120.0 120.0 42° - - - 27.0 25.2 70.1 120.0 48' 38-3/8' 1200. 1200. 120.0 120.0 120.0 120.0 120.0 48' 74-1/4'V97 63.7 48.1 99.7 93.1 120.0 120.0 48' 120' - - - 23.6 224 61.3 112.6 LL 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 b4' 56.6 42.7 88.6 827 120.0 120.0 54' - - - 21.0 - 54.5 100.10' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 80' 51.0 385 79.7 74.4 120.0 120.0 60' - - - - - 49.0 90.16' 120.0 120.0 120.0 120.0 120.0 88' 46.3 35.0 72.5 67.7 120.0 120.0 8s° - - - - - 44.8 81.9 a120.0 120.0 120.0 120.0 120.0 72' 42.5 32.1 66.5 620 120.0 120.0 72" - - - - - 409 75.1 Q Iar.G 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8° - - - 44.5 41.6 115.6 120.0 W S 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 118.4 120.0 120.0 28-1/2° - - - 32.1 30.0 83.4 120.0 1C 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 1102 102.8 120.0 120.0 30" - - - 28.4 265 73.7 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37' - - - 234 21.5 599 109.8 05611 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - - 20.3 - 52.6 98.7 48' 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84' 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48' 132' - - - - - 48.1 84.6 54' 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 29.5 61.2 57.1 120.0 120.0 54' - - - - - 40.9 75.2 U N 60" 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60' - 352 26.6 55.1 51.4 112.6 120.0 60' - - - - - 38.8 67.7 !n 66' 940 120.0 120.0 120.0 120.0 120.0 120.0 66° - 32.0 24.2 50.1 46.7 102.4 120.0 s8' - - - - - 33.5 615 Z 72° 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 428 93.8 120.0 72" - - - - - 30.7 56.4 O (qJj 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' ^ - - 34.3 320 89.0 120.0 ? >`s 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2' 24.9 53.4 40.3 835 78.0 120.0 120.0 26-1/2' - - - 24.8 23.1 64.3 118.0 g (((AAA+ 1 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.0 47.2 35.6 73A 68.9 120.0 120.0 30' - - - 21.9 20.4 5&8 104.3 w w 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 382 28.9 59.8 55.9 120.0 120.0 37' - - - - - 46.0 84.5 m N 4 I-D- 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120.0 42' - - - - - 40.5 74.5 1--- 48' 0-5/8 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 98' - 295 22.3 46.1 43.1 107.8 120.0 48' 144' - - - - - 355 652 0.n N 54' 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 959 120.0 54' - - - - - 31.5 579 Z _Z ° 60' 71.1 1145 115.2 120.0 120.0 120.0 120.0 60' - 23.8 - 36.9 34.4 86.2 120.0 60' - - - - - 28.4 52.1 ?�Z 66' 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66' - - - - - 25.8 47.4 J 0 v 72' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72' - - - - - 23.7 43.4 Q 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 759 120.0 120.0 W 26-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2' - - - 58.7 54.8 120.0 120.0 0 ARCHES TO BE INSCRIBED HORIZONTAL AIULUON 30' 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 51.8 48.4 120.0 120.0 9151DE RECTANGULAR SHAPE 37' 63.1 119.9 1021 120.0 120.0 120.0 120.0 37' - - - 420 392 109.1 120.0 42' 55.6 105.6 90.0 120.0 120,0 120.0 120.0 42° - - - 37.0 34.6 96.1 120.0 �'6IAZMG 45' 63' 48.6 92.4 78.7 120.0 120.0 120.0 120.0 4H' 108" - - - 32.4 30.2 84.1 120.0 VERTICAL PRODUCT 54' 43.2 822 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 26.9 74.7 120.0 MULLION o 60' 38.9 739 63.0 115.7 108.0 120.0 120.0 60' - - - 25.9 24.2 87.3 120.0 zz 86' 35.4 87.2 57.3 105.1 98.2 120.0 120.0 88' - - - 23.6 22.0 81.2 112.3 PRODUCT PRODUCT 72' 32.4 81.8 525 16.4 90.0 120.11 120.0 72' - - - 21.6 20.2 58.1 103.0 ClAZ9VC GWJNC PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). o, • • '•• . . . Mi . L W2 I I MULUDN SPAN C li_I • NOTE: • •• • • • • ••• • MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • • • • • • 00 • o VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS "JA°A°CIVI " FIA.PE 70592 t • 0 Vw����n7 µ1u• • .1.W2 • • CAN 3538 y� J .sNtw1� 'G�' a• 2 • • Vale • • �_, O •-faj�d. Suie P i 000 •• �� `,'� 3 drawing no. MULLIONSs ,. , M14-01 ^ sheet 3 of $ • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP WINDOW DIMS. ANCHORS TYPE WINDOW MS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE c1 1'ADTH(W)IAULL SPAN A2 A4 AS B2 184a 134b WIOTH(W)MULL SPAN A2 A4 A8 B2 Boa 114b WIDTH(W)HULL SPAN A2 A4 AS B2 B4a Bob � d 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 979 120.0 120.0 62.7 90.4 120.0 z 2 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 0 k z 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 84.6 93.1 120.0 30' 62.4 108.8 120.0 40.0 57.6 80.0 �${ £££FFFIl1l1! 3 37" 120.0 120.0 120.0 101.4 120.0 120.0 37' 81.8 120.0 120.0 52.4 75.5 104.8 37° 50.6 88.2 120.0 32.4 46.7 64.9 q2° 120.0 120.0 120.0 89.3 120.0 120.0 42° 72.0 120.0 120.0 46.2 68.5 92.4 42° 44.6 77.7 116.6 28.6 41.1 57.1 48" 38-3/8" 120.0 120.0 120.0 782 112.6 120.0 48" 74-1/4' 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 68.0 102.0 25.0 36.0 50.0 54" 10&4 120.0 120.0 69.5 100.1 120.0 54 56.0 97.7 120.0 35.9 51.7 719 54' 34.7 60.4 90.7 22.2 32.0 44.4 ^ 60' 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 80" 31.2 54.4 81.6 20.0 2&8 40.0 7VL Be 88.7 120.0 120.0 569 81.9 113.7 66° 45.8 79.9 119.9 29.4 42.3 5&8 Be 28.4 49.5 74.2 - 262 36.4 oq 72" 81.3 120.0 120.0 52.1 78.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 0 6 ha a 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8° 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 0 GO 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 642 112.0 120.0 41.2 59.3 82.3 C 3p" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 989 120.0 36.4 52.4 72.7 I1 37' 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 37' 46.0 80.2 120.0 29.5 42.5 59.0 z R1 42" 120.0 120.0 120.0 81.8 117.6 120.0 42' 83.7 111.0 120.0 40.8 5&8 61.8 42' 40.5 70.6 106.0 26.0 37.4 81.9 IY el 48" 4Y 111.4 120.0 120.0 71.4 102.9 120.0 48" 94' 55.7 97.1 120.0 35.7 51.4 71.4 48° 132" 35.5 61.8 92.7 22.7 32.7 45.5 54` 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 d 60" 89.1 120.0 120.0 57.1 82.3 114.3 60" 44.8 77.7 116.6 28.6 41.1 57.1 80" 2&4 49.5 74.2 - 28.2 36.4 -1 66' 81.0 120.0 120.0 51.9 74.8 103.9 66° 40.5 70.6 106.0 26.0 37.4 51.9 Be 25.8 45.0 67.4 - 23.8 33.1 Z J I 72" 74.3 120.0 120.0 47.6 6&6 95.2 72' 37.1 64.8 97.1 23.8 34.3 47.6 72° 23.8 41.2 61.8 - 21.8 30.3 0 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.6 j 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2° 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 589 102.6 120.0 37.7 54.3 75.5 � FFF M. 120.0 120.0 120.0 94.8 120.0 120.0 M. 78.0 120.0 120.0 50.0 72.0 100.0 JO" 52.0 90.7 120.0 33.3 48.0 86.7 W w 37' 119.9 120.0 120.0 76.9 110.7 120.0 37' 63.2 110.3 120.0 40.5 58.4 81.1 37' 42.2 73.5 110.3 27.0 38.9 54.1 0] 00 42" 105.7 120.0 120,0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.6 F=- 3 to n 48" 50-5/8' 92.4 120.0 120.0 59.3 85.3 118.5 48" 96' 48.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 58.7 85.0 20.8 30.0 41.7 O O M io 54" 82.2 120.0 120.0 52.7 759 105.3 54" 43.3 7&6 113.3 27.8 40.0 55.6 54° 28.9 50.4 75.6 - 28.7 37.0 7 Z�Gi 80" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 88.0 102.0 25.0 38.0 50.0 60' 26,0 45.3 68.0 - 24.0 33.3 Z Be, 87.2 117.2 120.0 43.1 62.1 86.2 66' 35.5 61.8 92.7 22.7 32.7 45.5 88" 23.6 41.2 61.8 - 21.8 30.3 72' 81.8 107.5 120.0 39.5 58.9 79.0 72` 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 58.7 - 20.0 27.8 -1 19-1/8' 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 108.8 120.0 120.0 69.7 100.4 120.0 W 01 m 26-1/2' 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2' 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL INSIDE RECTANGULARES INSCRIBED o 7RSTYPICAL 30" 118.9 120.0 120.0 76.2 109.7 120.0 M. 69.3 120.0 120.0 44.4 64.0 889 ANCHORS 37" 9&4 120.0 120.0 61.8 89.0 120.0 37" 56.2 8&O 120.0 36.0 519 72.1 HOPoZf}NTAL MULLION 42" 84.9 120.0 120.0 54.4 78.4 108.8 42" 48.5 88.3 120.0 31.7 45.7 63.6 GLAZING 48' 63' 74.3 120.0 120.0 47.6 68.6 95.2 48" 108' 43.3 75.8 113.3 -27.8 40.0 55.8 -VERTICAL iPRODUCT 54' 6&0 115.1 120.0 42.3 61,0 84.7 54' 38.5 67.2 100.7 24.7 3&6 49.4 HULLPoN 0 60" 59.4 103.8 120.0 38.1 54.9 7&2 60 34.7 80.4 90.7 22.2 32.0 44.4 zd 66" 54.0 94.2 120.0 34.6 499 89.3 88" 31.5 54.9 82.4 20.2 29.1 40.d GLAZING GLAZING ANCHOR 11 PRODUCT PRODUCT 72" 49.5 86.3 120.0 31.7 45.7 63.5 72" 28.9 50.4 75.8 - 28.7 37.0 GLAZING GLAZING TYPICAL ALL LOADS ARE EXT.(t)/INT.(-). •• ••• ANCHORS • '• • • `•TIPu'+u. PRODUCT PRODUCT o a 4,0* • • • • • • • • ANCHORS .N N_ OTE; • • •• • • •1 • • w2 �r Mu JON SPAN �I o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER •• •0 0 i 0 • • • •• o LOCATIONS AT HEAD, SILL OR JAMB ENDS. •• 000 •• • • • 41WICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = Wt z w2 Tu PE CM L7o592 pmE n400mPly' �118�16 • : ••• CAN.3538 h nAs I�aT,1i • • • S � 46 'mob •1 aie _ /Z+ • NOAIJ • • • • Al" `, o •• 9w ?/I 1�. • 000 ••• MAY�' :`s lQ��t drowtng no. ANCHORS I�� _ M14-01 sheet 4 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE v R F + 3 I A U I I AI AL UC E E F g a ----------- i LI 1 FLOATING CUP I I I I aill, SNUG FIT INSIDE MULL V I ALUM2ANGL�B+114 SMS 114 SMS1-3/4'O.C.MIN. 1-3/4'O.C.MIN. 4 PER CUP 2 PER ANGLE Q G u Z s tJ z � o _- J 'c ANCHORS TYPE 'A2' TYPICAL ANCHORS: :2 U)w ANCHOR TYPES I SUBSTRATE IMIN.EMBED.MIN.EDGE GIST. GT 1/4'DIA ULTRACONS I3Y'ELCO' .- 1-3/4' ° 3 (FU-177 KSI,Fy=755 KSI) CONCRETE 2-1/2 1-- O of.Mj 1/4°OIA.SELF DRILLING SCREWS � (GRADE 5 CRS) METAL 1/8' 3/4° Z Z �l TYPICAL ANCHORS TYPICAL ANCHORS 5i 3 Z CONCRETE- t c-3000 PSI MIN. �j 4 PER CUP(2 ON EACH WING) 2 PER ANGLE METAL= 1/8'MIN.THK.STEEL Fy-36 KSI MIN. Q OO'�W \\ " N \E t/8'MIN.THK.ALUMINUM (8063-T5 MM.) LL R , I OR ANCHORS MAY BE HEX OR FLAT HEAD. O I I itl I I M AL E a a ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MUWONS. CLIPS OR ANGLES CONNECTED DIRECTLY To MASONRY TO BE PROTECTED WTTH ALKALI W -RESISTANT COATINGS, SUCH AS BRUMINOUS PAINT OR I • 1 1 1 1 I I a L_____________J J L I I \ I I I IFLOATING CLIP I I 2 X 2 X 1/8" +_ I i SNUG FIT INSIDE MULL I I ALUM ANGLE 1 I 114 SMS1 I 114 SMS I 1 1-3/4'O.C.MIN.7— 1-3/4'O.C.MIN. 4 PER CUP 2 PER ANGLE •• ••• • • • • • •• o• • •• • • • • ••• • i i.f Engr.JAVAO AHMAD �, •� g CN/p. m 33 AMw ecyijlcyuplying Wiry Ou 090 • N c.a N 353802 Flotjln Buiw Ca • • • 8 'YPTYPICALANCHORS TYPE 'Al' ;n�°fJ ,a � '•• • ••• •��p #'`7L�g� •• -. ••• • 000•• Iy1�Y .J�bu`i drawing no. - � sheat 5 of 9 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 4,U a ANCHORS Z g TYPICAL ANCHORS TYPICAL ER ANGLE 0 k pZ 6 PER CUP(3 ON EACH WING) \ \ 1"€j �NCRRLST LL RIT I I I E U jtl I I I M AL ST E d 8 r 91 ---------------------- I ; o 1 I I I SNUG FIT INSIDE MULL U FLOATING CUPI T LMANGL6• ���Qyyjj �` #14 SMS j j #14 SMS j j LL Wi p 1-3/4'O.C.MIN. I I 1-3/4.O.C.MIN. I I 1 UU, 6 PER CUP 3 PER ANGLE b A{ ® ® O U � TYPICAL ANCHORS: fi }w ANCHOR TYPES SUBSTRATE MIN.EMBED.MIN.EDGE DIST. m iJJ pD 1/4•DIA.UITRACONS BY'ELCO' CONCRETE 1-3/4' 2-1/2•I ::) (Fu-177 KSI,"155 KSI) 00 r7 Ibbb=------==TY-P- ICCu���fl ANCHORS TYPE `A6' 1/4•DIA.SELF DRuuNc scREws o— ' (GRADE 5 CRS) METAL 1/8' 3/a• Z 2 3 CONCRETE d Pe -3000 PSI MIN. METAL= 1/8'MIN.THK.STEEL Fy- 36 KSI MIN. -I o'r p" I/V MIN.THK.ALUMINUM (6063-T5 MIN.) Q W m m ANCHORS MAY BE HEX OR FLAT HEAD. O ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYIATE LACQUER. c 0 qU 0 C m •• ••• • • • • • !• CQ E.gr.JAVAD AHMADCIVIL �, •� B FIA.PE/70592 �U C",3638. }. 17e1iM B� ySP$I1��••• 6 �' 'li Ddk • _ .'a y • • • 0 •AOAl1, m do ••-�• •• � °,I, drawing no. • • • • ••• • •TY---...-- - MAY 2 M14-01 sheet 6 of 9 0:0 • • • • ••• • • • :.e.: • • • •• •• i•• 0 0 0 •oo 0 • TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP(1 ON EACH WIND) 1 PER ANGLE "ptFILLED&Ol;K `T o I\ L O S �U i \M\\ I W 0 igFGl + (alO LL \ 0.-_________; -FL0AflNG CUP SNUG FIT INSIDE MULL u L 2 X 2ANGLE8• #14 SMS 1 I #14 SMS 1 I 0 pp K Y 1-3/4'O.C.MIN. I I 1-3/4O.C.MIN. I 13 4 PER CLIP 2 PER ANGLE �ao 0 Z g U N o N � N M1 O c TYPICAL ANCHORS: 9 ANCHORS TYPE `B2' ANCHOR TYPES I SUBSTRATE MIN.Eb1BE0.MIN.EDGE DIST. W W 1/4'OTA.ULTRACONS BY'ELCO' MASONRY 1-3/4' 2-1/2' (Fw177 KSI,FY-155 KSI) WOOD 1-1/2' 1' 7 (n co m OOMN WOOD a 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. =0.55 MIN. MASONRY>C-90 HOLLOIY/FILLED BLOCK I'm- 2000 PSI MIN. Z 3 3 _ TYPICAL ANCHORS TYPICAL ANCHORS IBY OR 28Y W000 BUCKS NOT BY ECO WINDOW Z 4 PER CLIP(2 ON EACH YANG) 2 PER ANGLE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q U \ RL1? K \\ THEM TO BUILDING STRUCTURE. W LmOR I I 0 LU I I D ANCHORS MAY BE HEX OR FLAT HEAD. O Lo- o ----- FLOATING CUP 11 I 2 X 2 X 1/8' I I i SNUG FIT INSIDE MULL I I ALUM ANGUE I I I 1 $14I SMS SMSI I 1-3/4'O.C.MEN. 1-3/4'O.C.MIN. 4 PER CUP 2 PER ANGUE •• ••• • • • • • •• O u W9 Awl g '.� Ener."VAD AHMAD m •L g erai 33 ^ar.��davwwav >3Ki91 ••• . F CANN PE/70592 g s k alsd�n 8,19 • • • ''578 � 3/8"MIN. 2 7/8` <1al 8 � • • • `. T1P. TVICAL ANCHORS TYPE `B4a' ^ei Cogyo • • • • ._.. 't Y'.7 3 24 • • • • droWing no. •• .. ••• t M14-01 sheet 7 of 9 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 't g TYPICAL ANCHORS TYPICAL ER 2 PAN ANGLE 1" 4 PER CUP(2 ON EACH WANG) SSSFFF��Xiii I ! DR w I I W 0 U 6Y. �G N IL_______ _ 1 I 11 I a O ------------- I FLOATWC CUP I I I I I I I 2 X 2 X LE6• I I SNUG FIT INSIDE MULL U I ALUM ANGLE S!I; ®14 SATS I I S74 SNS I l;G4iii j 1-3/4.O.G. N. I 1-3/4.O.C.MIN. I I 1 6 PER CUP I 3 PER ANGLE b d ® eeelllOF U to i TYPICAL ANCHORS: g ANCHOR TYPES SUBSTRATE lux EA18E0.AIN.EDGE DIST. � 1/4'WA.ULTRACONS BY'ELCO' MASONRY 1-3/4' 2-1/2' m � (Fu-177 KSI,FY-155 KSI) WOOD 1-1/2' 1• tAn m OJ M N TYPICAL ANCHORS TYPE `B4b' a OM WOOD-29Y WOOD BUCKS OR WOOD STRUCTURE S.G. =0.55 MIN. ] J o MASONRY-C-90 HOLLOW/FILLED BLOCK f'm a 2000 PSI MIN. Z Z IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW 7 3 z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q V w" THEM TO BUILDING STRUCTURE. W rnL ANCHORS MAY BE HEX OR FLAT HEAD. O 0 U C 0 Fr/r.JAVAD AH �o •� FLA.PE'I 70592 �+ nAa w Y�1>ltate••• • C.A.N.3536 D fa • c • < � 5 $ •• • • • • � drawing no. • • I '••• • •• ' sheat $of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 014 SMS TUBE MULLION M�V SEE CHART FOR QUANTITIES 0k z O -- ANCHOR N0.Of Q CHART SCREWS Q, #14 FH SMS p' 2/61-f- _ TYPE A6 4 � 1/8'THICK ALUM LENGTH TO INTO LLION g 0 TUBES MAY BE NOTCHED I pJ g AS SHOWN TO ALLOY!WSTALLATION z1L OF CLIP ANGLE 1 CAULK JORTr AFTER ASSEMBLY 1 �j I 1 #14 FH SMS j 0 1-1/2.O.C.MIN. I ACCESS HOLE SEAC4ARI i . FOR WI I UUJ -- -------- ______ _ O U1 w 1 -- -i OoTHIS SCREW CAN BE 14 FH SM w INSTALLED IN EDHER 1 @ DIRECTION 1 2 PERCL i I 1.O.C.MIN. I j I JQ Q Wrn� 1-3/4'X 2'X 1/8'(FOR 2BY TUB 0 3/4'X 2•X 1/87 FOR(1BY TUB ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 `o METAL TO METAL CONNECTION Up 0 014 SMS SUBSTRATE Ed. MW.EDGE DIST.MIN.CLT L SPACWG• • • • • •• m ALUMINUM 5/E• •1/2' • • • • • • • • woi E.9'r.JAYAO AHLUD J� 1 CIVIL FIA PE j 70582 ro �, + Yhl$iY1�14 ••• • CAN.aB 3438 �d Ai ctt -1 • • •• • • drorrmg n •• o. _ • • • M14-01 ... �- MAY �''3 7,094 � sheet 9 of 9 • • ••• • • 0 see • • •••• •• • • • • • • •• • • •• •• ••• 0 • 0 ••• • • MIAMI•DADE MIAMI-DADE COUNTY ohig PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w3mmiamidade.goWeconomy 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 construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to ]lam this product or material tested for quality assurance purposes. If this product or material fails to peffonrr in the aLC2llted •••• • manner, the manufacturer will incur the expense of such testing and the AHJ may immediate revoke, AbWfiv,nor ' suspend the use of such product or material within their jurisdiction. PERA reserves thy,yt•*to revoke Alis acceptance, if it is determined by Miami-Dade County Product Control Section that this produci".materigl fans to ••• meet the requirements of the applicable building code. 00000 :00 00 0 00... This product is approved as described herein,and has been designed to comply with the Florida 941d+ing Code,• o 0 0;0 0• �eH h Velocity Hurricane Zone. •' •• •••••• D�SC �T:Series 600 Aluminum Outswing I?oors-L.M.I. 0.0.0 • . . . . . . 000000 APPROV ev ,trtled"Series 600 Alum Outswint Entrance DbU-0- 0 • 0000.. (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02#113/11 and lasts . revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control S SIZE IMPACT RATING:�Largeand Small Missile Impact Resistant Limn a 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2.See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37". See locking options 1 &2 in sheet 77.1. 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 15-0603.13 MIAM!- Expiration Date: March 20,2019 .� Approval Date: October 15,2015 12��s Pa e ECO Windows Systems LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file 912-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 '..'0: ...". •.•. . 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 •••••• '•: 000068 along with marked-up drawings and installation diagram of an aluminum OutswityFfench doof, :0699: prepared by Hurricane Engineering&Testing,Inc.,Test Report No. • 0000•• ' • 0000 • 0000• RETI-12-3357,HETI-12-3358,RETI-12-4003,IIETI-12-4003 and BETI-12 Zdated 03/16; •; • 26/12, all signed and sealed by Rafael E.Droz-Seda,P. E. 00 • Note: The above referenced test reports have been revised by an addendum letterdAWQ June 29,2012, •0 issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael R broz-'Seda,:P.a. 000000 C. CALCULATIONS000000 00 0 00 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Zmeai), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL,CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.T.DuPont DeNemours& Co.,Inc. for the"Butacite 0 PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA 412-0402.03,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 1/8"HEAT STREN-D.GLASS 3/18"HEAT STREN-D.GLASS 4% .090" 1 .090'090'Interloyer N Butocite PV13 Butacite PVB 13y'Kumray America, In By'Kuraray America. Inc.' J 1/8'HEAT STREN'D.GLASS 3/18"HEAT STREN-D.GLASS ] 1 SILICONE 12 SILICONE a 4 0 z DOW CORNING 899 _m DOW CORNING 899 L� 0 26 28 m 14 G it 0{y45�I*a \\ SETTING BLACKS AT LAM.GLASS l z Ijj REQD. FOR WIDTHS EXCEEDING 3S"ONLY. r y$ NOTCH GLAZING BEAD LEG TO J ey31 S GLASS TYPE '01GLASS TYPE CLEAR BLOCKS'G2' 0 J 1/8'TEMP.GLASS O J 5/18'AIR SPACE g V 1/8"HEAT STREN-D.GLASS ' W 090"Interlayer SaBex Clear And Color Glass w By'Eastman Chemical Co.' �' a0 r 1/8'HEAT STREN-D.GLASS ?r 0M bong_ DOW SIUCOCORNING 899 28 ST.STEEL METAL SPACER $ ,d, m 18 Wrn� \ O SERIES B00 �1 ) 38 SILICONE ALUMINUM OUTSWING ENTRANCE DOOR I 0 \ SEITING BLOCKS AT INSUL, LAM.GLASS SINGLE (X)AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. / STAND ALONE SINGLE SIDENOTCH GLAZING BEAD LEG To CLEAR BLOCKS a LITE SEE SHEET 3. — SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. FGLA53 TYPE 'G3' g LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL PRODUCf REV{8l D m APPLY TO ENTIRE SYSTEM. PRODU113•REVI tic Wsrtda • g DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION Ahwdlxg K �•Tg.6Lo3•I9 RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • bl � REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY PA*?ME" o•tval HURRICANE ZONE(HVHZ). • •• • • • • ••• • a m a 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY ••• ••• ••• ••• • • ••• 119.TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. Filly'AV's AH s o CM EMBEDMENT TO BASE MATERIAL SHALT.BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. r1�PE®70882 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE : : : • • CA11.3838 h NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • O • •• • •• . 4 2015 droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS,THAT ••• • ••• • ••• • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W12-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • 39 / U FRAME MOTH FRAME MAX. 37 3/18'MAX. FRAME WIDTH FRAME WIDTH a HEAD& SILL HORS 3: AT STILE ENDS ENDS Q 12" (4)AT 3"O.C. 12° 12" �. 5"MAX. EAD 5•MAX. Imo- MAX. 5°MAX. MAX' Q a iiiFiii COHEA0RNERS r A s HEAD/suL I p ' _ SI HEAD/SILL f H LLb a�,°,I q� g CORNERS I ��� CORNERS � LL �rc�'Ff $�a° II E JI \ II p, ..tQ LOCH OPTIONS / ii E LOCK OPTIONS / II fOPOON'2 SHOWN) ®1 OR g2 Fr H ii (OPTION 2 S W =_ SEE SHEET A SEE SHEET 7. FOR DESCRIPTION / /�yyf1 FOR DESCRIPTION � ff MI�q, �a0 1pM N B \\ B \ / 61-) O oM ACTIVE I I 3 yy�� INacTrvE ACTIVE SURFACE APPLIED m G1 m 9 U W FALSE MUNTINS OR--,/ 28 15 16° SURFACE APPLIED SURFACE APPLIED / , 0 FALSE MUNTINS OR 28 15/18° 28 15/18° �n2 FALSE MUNTINS OR 32 3/4° DE —/ DE USED VE GRILLD.L OPO. S DECORATIVE OF m DECORATNE CRILL io O MAY MAY BE USED D.L OPG. O.L.OPG. $ MAT BE USED D.L OPG. cg LEAF WIDTH 3° (X) (X (0) STAND ALONE SINGLE SIDELTTE SEE SHEET 3 FOR CAPACITY DOORS LOAD CAPACITY —PSF DOD LO CAPACITY—PSF o ' SINGLE DOORS(17 DOUB (XX) DOOR DIMS. LAMINATED GLASS R DU/S. ATED GLASS LEAF FRAME PRODUCEREVISED FRAME LEAF FRAME + D1H WIDTH HEIGHT EXT.(+) INU–) ",ylep w11L 16e Fbrtdb M WIDTH 39-3/4' 37° 98 70.0 75.0 78' 37" 98° 7 0 • • •• • • ••• Aettptwce Na-1S"'0�3T• • •• • • • • Esondim Dafe�1$. a m o •• • • • •• • N GLASS O.L.O. bIMS. ••• C _ c D.LO. HEIGHT = FRAME HEIGHT— 11.125° Engr:JAVAO AHNAD !' u CML O.LO. WIDTH (X DOORS) FRAME WIDTH — 12.813" FLA.PEE Qg0592 D.L.O. WIDTH XX DOORS CA•µ$538 ( ) _ (FRAME WIDTH — 22.125°)/2 . ••• • ••• 8 NOTE: * • AN GLASS OAPACITIELONTHlS•SHEE RE• •NOTE: �® • drawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED SVASTM•E13OO—B,(3 SBC. GUSTS; W12-08 BY BUILDING OFFICIAL AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 shoat 2 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w. s DESIGN LOAD CAPACITY-PSF 148°MAX. V DESIGN LOAD CAPACITY- FSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH O STAND ALONE SINGLE SIDEUTES (SEE NOTE BELOW)SIDELFTHEAD&SILL ANCHORS N FRAME SIDELTIE WITHOUT SIDELIIE SIDELITE OUT MT1I AT STILE ENDS Z, FRAME FRAME REINFORCING FRAME FRAME CLUSTER OF (4)AT 3'O.C. WIDTH H LIGHT WIDTH HEIGHT -REINFORCING REINFORCING p g ,� 8° (4)ANCHORS .y INCHES INCHES EXT.(+) WT.(-) INCHES INCHES EXT•(+) I INT.(-) EXr.(+) NT.(-) AT HEAD/SILL 12' �°. 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5'MAX. J' • 30 70.0 75A 30 70.0 75.0 70.0 75.0 HEAD/SILL p F rrn. , A _ _,` Hsu° p° 8 JB BZ 70.0 78.0 36 82 70.0 75.0 70.0 75.0 CORNERS 37 70.0 75A 37 70.0 75.0 70.0 75.0 v 42 61.7 06.1 42 61.7 86.1 81.7 66.1 ` I I h 24 70.0 75.0 24 70.0 78.0 70.0 75.0 / 1 1 \ W M 30 70.0 75,0 30 70.0 75.0 70.0 75.0 38 Be 70.0 75.0 36 86 70.0 78.0 70.0 75.0 37 70.0 75A 37 70.0 75.0 70.0 75.0 ----Jit--== -==tL17-=== I I \ 42 81.7 68.1 42 61.7 66.1 61.7 66.1 II I 1 \ 6) 24 70.0 75.0 24 70.0 75.0 70.0 75.0 30 92 69.8 69.6 30 92 699 89.8 70.0 75.0 38 84.1 84.1 38 84.1 84.1 70.075.0 37 83.3 63.337 63.3 63.3 70.0 75.0 24 83.3 833 24 63.3 83,3 70.0 75.0 30 98 S79 5>.6 30 57.8 579 70.0 75.0 io -1 1( it�/ 1 I m �/ J 36 53.1 53.1 38 98 53.1 53.1 70A 76.0 m e ==---IL_____ _-_A--___ 1 1 O1 1 °� o I 'i __ _____ =___n37 52.4 52.4 37 52.4 52.4 70.0 750 REINFORCINGAS REOD. '1a K OPi(K) S SEE CHART === =___ _ ___= 90ORrJON#20 )S SHEET .1 InrTt DESCRI C OO"6i I ZNACTNE ACTIVE .` 3Zu}.�yyyO2dJ39-3/4'MAX.(SINGLE) - - I) Q� L_11---SIDELNTE WIDTH g' URFACE APPLIED SIDELTTE WIDTH 7 MAX.MAX (DOUBLE) FALSE MUNTINS OR 32 3/4' 26 15/16' 28 15/18' DOOR FRAME WIDTH DECORATIVE GRILL 0.4 OF, D.L. OPG. D.L.OPG. m $ O MAY BE USED NOTE. 37' PROnUCrREVIS1:0 FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTH n weplying wilts l4 WrMn FOR SIDELITE CAPACITIES SEE CHART ABOVE 39 3 4°MAX.(SING b"Iss Cod• SIDELITE FRAME WIDTH LE) A NO1 O � LOWER VALUES FROM DOOR OR SIDELITE CHART MAx 7e MAX. (DOUBLE) guy,wM.polo WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) MAX..UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 S0. FT. PER FBC 2014 GLASS D.L.O. DINTS. •• ••• • • • • • •• o o �' D.L.O. HEIGHT(SIOEUTE) = FRAME HEIGHT - 11.000° • • • • • • • • • • ��g D.L.O. WIDTH (SIDELITE) - FRAME WIDTH - 4.438" • • •• • • • • • <m u Engr.JAVA D .o PE g7059, 0 NOTE: • • • • • • • • GLASS CA?9CITIE1 ON•TH&.SHEET*.ARE• • • O BASED ON ASTM"300-09 1300-59 3 SHG GUSTS) • • t 0 A.2015 drawing no. AND FLdRIIlA BUILDING COMIRISSION 0.: DECLARATORY STATEMENT DCA05-DEC-219 W12--0$ Bhee1 3 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • PROPERLY SECURED 28Y WOOD BUCK V 9 16'MIN. TYPICAL ANCHORS EDGE DIST. 18Y WOOD BUCK OR w THROW BOLT-, EDGE DIST. SEE ELEVATIONS `` WOOD STRUCTURE METALPEN FOR SPACING ,y' EDGE DISI. SEE NOTE SHEET 1 � N ya. n• •' .A` EDGE I EDGE DIST. yr., Li I Z0 ;' FP }2 a r � ay � f' . 25 a 0t >dLL Q en{ O 33 I I 25 Z TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS I I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS Q 4 7 FOR SPACING FOR SPACING FOR SPACING a $ ------------------ I�MUJA-DAM COUNTY APPROVEDCLIPPED 'I it SEE SEPARAIEON II V YI II II d U z W N GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS } FOR SPACING i/1 F aD T o O 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS �,� row _ , a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 0 vM w o THEM TO THE BUILDING STRUCTURE. Z 3ii2{1 Typ SEE ELEV.FOR SPACING U:to (imt:) . ULTR.ACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) W WOOD BUCKS OR W000 STRUCTURES 9� MIN. PENETRATION INTO WOOD (HEAD/JAMBS) BUCKS INTO CONC. OR MASONRY PRIDDucrREVISED MIN. EMBED INTO CONCRETE (HEAD) mcca Sl its WGhthe frimulw MIN. EMBED INTO CONC, OR MASONRY (JAMBS) A ptI Sol5_Cb•3{ v R 8 INTO CONC. OR MASONRY Date3 R MIN. EMBED INTO CONCRETE (HEAD/SILL) �U+ •�-� '"^� 7A 7 MIN. EMBED INTO CONC. OR MASONRY (JAMBS C°�io1 §14 SMS OR SELFDRILLING SCREWS (GRADE 2 CRS) © 33 i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (W1y•TH16. % 1/4,") • • •• o m I I zs 2 INTO METAL STRUCTURES • • • • • • • • • ° $fT e 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MINIlJ •• • • • • ••• • DOOR DETAILS a m u N. (STEEL 25 (IN CONTACT WITH MIALUMWUM TO B@ PLATE5•OTt PAINTED) •• • • ••• 18;MM TYPICAL EDGE DISTANCE Nr�cMLINTO CONCRETE AND MASONRY = 2-1/2"*MIW*• • ••• • N3s3s�92o .' ° : ' INTO WOOD STRUCTURE - 1" MIN. • • • • • •INTO METAL STRUCTURE - 3/4' MIN. J 4 Z4 � EDGE GIST. TYPICAL ANCHORS 0 1/2'MINSEE ELEVATIONS WOOD AT HEAD OR JAMBS SG - 0.55 MI*•• •• ••• • • • drawing no. THROW BOLT-/ FOR SPACING CONCRETE AT HEAD,SILT.OR JAMBS fc a 3000 PSI MIN. W1 2-08 PENETRAitON C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. sheat 4 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4•MAX. 1/4•MAX. SHIM © CONCEALED LEVERS {a c� FLUSH BOLTS AT O SHIM 3 1By �I TYPICAL ANCHORS •WOOD DUCK N Z FOR SPACING 18 ACTIVE LEAF 0 a � U a �o _s . - g TSEEEEI ELEANCHORS B FOR SPACING D 19 9 D.LO. r•nyt ��ej�gg METAL SIR UCNRE 37.MAX. SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS B1 OR�2 0 39 3/4•MAX. (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 FOR DESCRIPTION 1/4•MAX, v U $ SHIM [e SHIM • CONCEALED FLUSH DOLTS O w3a to 3 LEVERS AT INSIDE FACE OFSTILE CONCEALED FLUSH DOLTS R WOOD D�K TAN 'TYPICAL CHORS '. LEVERS AT STILE FACE 2O /lJ SEE ELEY.''•`•• :: WOOD STR CR1RE FOR SPACING18 II'LICTNE LEAF ACTIVE LEAF EE NOTE HEET 1 ' Vln 28 13 28 • 24 O O M a` Z r� :z w�e i 25 TYPICAL ANCHORS 19 9 0,10, 11 10 D.L.O. FOR SPACING LEAF WIDTH LOCK OPTION A2 EXTERIOR LEAF WIDTH ° R0 78•MAX. _ s DOUBLE DOOR FRAME WIDTH zN 2 POINT LOCK ASSEMBLY as eo•Td71e{wl k the a 4 POINT LOCK ASSEMBLY •• ••• • • • • • •• A �tNe1 -06a3.1 0p v INACTIVE LEAF • ACTE • • • • • 91,101416"Dal° 20 % 190 o S • • • • ••• • [t �Ca mu • • • • • • I�i�aO Uf11t t'nieel Geim1 N EW,JAVAD AHMAD u 9� _ FIA.PEA 70592 C aL r A T ••• •• N.JBJB ld vs 409�� • • • • • EXTERIOR i•• • i•• i• 000 • Zfl��1 drawing It DOOR DETAILS W12-08 LOCK OPTION At sheet 5 of g • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • • TYPICAL ANCHORS O mSEE ' FOR SPACING 1/4"I=. • H 1/4"MAY. iv ,EDGED _ SHIM /-.'N SHIM Z '• •.'>:.' *•. 181' �..d •�'I. .WOOD BUCK 0 ' TYPICAL ANCHORS •- SEE ELEV. E a -y:... ;;• FOR SPACING IZQ o �r 2 w 2S TYPICAL ANCHORS 9SEE Q Q 8 ° FOR SPACING v o o ¢ 14 EXTERIOR G4 b 4 D.L.O. r, W METAL STRUCTURE O SEE SPEC SHEET 4 42"AT 86"HT. 37"AT 98"Hi. a MAX.SINGLE SIDELRE WIDTH PRODU6 F REVISED U Y,mpt*ZwI1Y16!F7mlds N ti411119�COG p AeetplYee No lS-O Lp3.13 $ smkMM+Dlte 1.41 GLAZING OPTIONS REINFORCING SEE SHEET 12SMS 18 AS REOD. 1/4"WY.*, O AT 5"FROM E DS O SEE SHEET 3 c� AND 11 O.C.MAX. = A SHll 8 6 3 o O O w of i6 Q1 26 ,3 O-t ZE v I za U w w a� i O • 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 25 o 14 D.L.O. 15 19 9 O.L.O EXTERIOR . c LEAF WIDTH 4 4q 39 3/4"(SINGLE) SIDELITE WING 76"(DOUBLE) c• • • • • • • • • ••IRAX.DOOR FRAME WIDTH > z • • •• • • • • • c a m • •• • Mft(. NNITFRAPYADTH • u r FLA.PE%7059222 s TYPICAL ANCHORS ••• • ••• • � 3 dro4wing no. EDGE DIST..,IC .• de ZO15 W 12..—OS SEE ELEvanDNS SIDELITE DETAILS FOR SPACING sheet 6 of g • • • • • • • • • • • •• •• • • • •• •• 900 • • • ••• • • R4A PART III REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/RRMARXS li V E601 - DOOR FRAME HEAD/SILL 6063-TB - `1� q E602 - FRAME COVER 6083-T6 - a E603 - DOOR FRAME JAMB 6053-TG - O W E604 - S61EUTE TOP&BOTTOM FRAME 6063-16 - }W J E626 - SIDELITE 9'BOTTOM FRAME 0063-76 - 5 E605 - SIDELRE FRAME JAMB 6063-T6 - g v 6 E606 - SIDEUTE SUP:ON JAMB 6063-T6 - L� 7 E607 LEAF TOP&BOTTOM RAIL 6063-T6 - Igo 7A E82S - LEAF 9'BOTTOM RAIL 6063-TS - 0 t h 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - V q 9 E609 - LEAF HINGE STILE 8083-TB - 0 Q`a 10 E810 - LEAF LOCK STILE 6063-TS - 0 h 11 E811 - LEAF ASTRAGAL STILE 6053-TS - 7y yy�gg W 8 12 E612 - LEAF AUGNMENT BRACKET 6063-T8 - 4 y g 13 E613 - LEAF CLAMP 6063-18 4-1/4'LONG 13A E613 - HINGE BACK-UP PLATE 5063-TO 12"LONG ai 14 E614 - (LAZING BEAD(6/16'IAM.GLASS) 6053-T6 0 14A Eto9 GLAZING READ(7/16'LAM.GLASS) 6053-T6 - 15 E615 - GLAZING BEAD(INSUL.GLASS) 6063-176 - U 15 E616 - SNAP COVER 6063-TB - 17 E013 - BOLT SUPPORT 6063-TB NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-TS w 19 FD-1O7 3/LEAF BUTT HINGES ALUMINUM SULLNAN&ASSOC. 20 F61202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. f: 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULWAN&ASSOC. CS � 22 812 SMS AS REQD. FRAME ASSEMBLY SCREWS 23 812 X 3/4" - HINGE INSTAIIATI0N FASTENERS - FH SMS 3 m M 24 - - 3/8'DIA THREADED ROD STEEL. - 0p M 25 W71323 - PILE W'STRIPPING WOOL IRTRAFAB �_3[i m 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM $ 2! a 27 E206 - GLAZING BEAD BULB SANTCPRENE ULTRAFAB sF 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. W�� 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01 RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 OLOIWI3 - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 810 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS - - 34 - 2J LffE BELTING BLOCK, 1/4"X 1/2'X 4'LONG EPDM AT 6'FROM EACH END, DUROMETER 80±5 35 - 2/UTE SETTING BLOCK, 1/4'X 3/4'X 4"LONG EPDM AT B'FROM EACH END,OUftOMECER 80±5 G Qq SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH •• ••• • S•CHNEE MOREHEAD JM5504 SEALANT. PRODUCr • m em•pIFoorM The co Ss• • •• • •• • • • • ••• • $kk.11w Dale •• 000 •• • • • •• lk,44 • �k• N Engr.JAVAD AHMAD M11•dLMae delCOW4 o g ONR FLA PE 70692 n • ••• • Or • • N. ' • •• • •• • • • drawing no. ••• ••• ••• EP 42015 W12-08 sheet 7 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WICKS U OPTION lite OPTION 42: ACTIVE LEAF: ACTIVE LEAF.- 4 EAF:4 POINT LOCK ASSEMBLY DLOI-6007 BY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY'KWIKSET' LOCATED AT 39-1/4'FROM BOTTOM 08 1/2'D1A.THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON AND(1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM 6 THROW BOLTS ATTACHED TO LOCK BY 3/8°CONNECTING RODSv LOCK HANDLE LOCATED AT 42-1/Y FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOW 1/2'X 2°THROW BOLTS ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' LOCATED AT 10-5/8'FROM TOP AND BOTTOM 8 1/2'DVA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH(2) #8-32 X 1/2'FH MS Cpo *M11 HEAD AND FRAME SILL INACTIVE An a THROW BOLTS ATTACHED TO LOCK BY 3/8°CONNECTING RODS 0.Q G LOCK LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' Q t` 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL •p MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF SALE LOCATED AT 10-5/8'FROM TOP AND BOTTOM LL 2 LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2'FH MS B N n 1+xonncrRevlSKe maeo•ptybgwith the Fla" Z 15-6403.13 p ALINE ' 9tAC11VE " ACTIVE ACTIVE P BJACTNE AC11VE is ... 4tiK O • • • • • • • • Cam V • •• ••• • • ••• • GES• •• ••• •• • • • •• H t 3-1/2'X 7-5/8'X.122'THK. EXTRUDED ALUM HINGE Engr.JAVAD ANUAD PART AFD-107 BY SULLIVAN &ASSOC. CML ry \ FLA.PE A 70892 m 3 HINGES PER LEAF • ••• • ••• • CA 3538 6 BOTTOM HINGE AT 10-1/4'FROM BOTTOM • • • • • • • TOP HINGE AT 11-3/4'FROM TOP •• • • •• • • • • Q�1 0 CENTER HINGE AT MIDSPAN (38'O.C.MAX.) .� HINGES FASTENED WITH #1O X 1'FH SMS • •• • •• • • drowing no. (5)SCREWS AT HINGE STILE 000 • 066 • ••• • (6)SCREWS AT FRAME JAMB W l 2-08 eheet7•lof 9 • • • • • • • • • • •• •• ••• ••• • • • •• •• • 000 0 • 4.000 f^--,.750-d I {'% .078 .1119 d -W k-.394 .130 M o .623 .803 ,045 .803 I11.047 I 050 .803 .045 1.625 .078 Z 3 4.031 1.047 1.172 ] 4.750 p a � N_2.062 0 to GLAZING 7 GLAZNGD GLAZING BEAD GLAZING BEAD DOOR FRAME HEAD/SILL BBEBINSUL CLASS �c V 1.507 V G r---4.000. ,.397 a 7 LEAF TOP/BOTTOM RAIL C 1F .4x5 -3I. 4.719FF 078 me J 4.781 T 3.718 Q�js�� .078 1.750 1.507 L LL O 4.000 I� 6.250LJ 1.500 J () 7.63, �.312 no LEAF HINGE STILE 062N vltouucrrtte7r,sen � P7. 5J44W�pying IIh16t1%144A 4.000 e LEAF W'STRIP ADAPTER "`t°nt'OCD°t-�1Q-�'J3 W e*pww -34�1a9 a �s .094 � ( � iC•MUd M � SIDELITE TOP & BOTTOM FRAME =750r0 psri.329 2.0811.507 7 1.750-� t� .442 � 3 3 078 [ .078 7A 9" BOTTOM RAIL t2 1.584 0 ,�v t.etk- z�l 70 LEAF LOCK STILE 1, LEAF ALIGNMENT BRACKET O 507 ,750 281 � 2 FRAME COVER 5.344 -� .078 .375 .887 Cgs CBs 1.507 1.750 1.574 2.061 .050 7.8 7 •125 3.781 .125 o 3.719 .076 a .1114 I d$ibb to L= > SNAP COVER 11 LEAF ASTRAGAL STILE L 9.000 l3 HINGELBACK-UPPPLATE N„ 8.281 .. ... . . . . .• o t.soo-m{ .719F_ -�{ 1.2� • • : ®• • •✓-n =j I r •-7p • St i:TE%ULLION REINFORCING • ••• • • • • •• N .076 E.ngr.JAVAD AMAD n 0 0 4A00 4,000 :EN.0 B 8692 1.625 4488••• • ••• `JS3 078-L `I 7LU • ti �3 • • • • ,.307 • • 75 • • • • • • •'� • •• • • r _�, a.000� ••• • ••• • •• $ 0 2014 drawing no. 4A 3 DOOR FRAME JAMB 0 W12-08 5 SIDEUTE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB sheet 8 of ••• • • • ••• • • U 22 22 W 22 ro O m N Z r s <o 0 V � g a S V) DOOR FRAME CORNER W �* SIDF.LITE FRAME CORNER SIDEUTE MULLION SLIP ON JAMB CORNER O 0 oM Z_ Z 90 to m W;; 0 PRoDUC r BEv mEo lucompwINIdmvlod& zu ` 12 - �`T. $ iAli o? I� VO IIP LLI 1. ry �gy • • •. ... . • . . aOEK . . ••. • • •.• .m • •• • • . . .•. • C . • . • . • . • so EMM.AAY�AHM M d 70582 S • •.• • ..• CA 38 • • • • a2Q15 • .• • .. • • drawing no. ... . ... •. W12-0g LEAF CORNER sheat 8 of • •••••• •. . . • • • • • • • •• •• G I2 13 MIAMIMIAMI-DADS COUNTY WIN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidRdg.gov/eeonoml 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 mafetm.fails to perform in the accepted manner, the manufacturer will incur the expense of suck testing ander hb'AHJ may•�;• immediately revoke, modify, or suspend the use of such product,or material witl)"ftjr jurisdictiol. RER•�� reserves the right to revoke this acceptance, if it is determined by Miami-Dacia t1' Product Controf 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 wi4kIthe FI'ori$a'Buildit;g... Code,including the High V •• •• DESCRIPT eries"Eco-Guard 200"Aluminum Horizontal Rolling Wipdow�L.M.V APPROV CUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling ...•• Wdw.(L.M.I.)"shee dated 02!24/09,with revision E dated 07115/ 5 re •• . Farooq Corporation, signed and sealed by ava , . ., - e ountq�rod�ct ...... Control Revision stamp w' n date by the Miami-Dale County Product ection. MISSILE RATING:Large and Small Missile Impact Resistant LABELING: Each units 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#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-07DI MIAMI E"E C=TY Expiration Date: May 27, ` Approval Date: September 03, Y810411!5P Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 20t-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94•••..• 4)Forced Entry Test,per FBC 2411.3.2.1, and TA%202-90•• ••••;• along with marked—up drawings and installation diagram of anal 4minum sr1hgl$hung •. window,prepared by Fenestration Testing Laboratory,Inc.,Tc4 Report No.• ;•••• FTL-7635, dated 12/09/14,signed and sealed by Marlin D.Brilgon,P.Eo••• :0000: (Submitted under previous NOA#14-0317.01) •0.0 ••••• . ' 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9A00000 00:00 0 . 2)Uniform Static Air Pressure Test,Loadingp"so T99�b'2-94 0 0 0::• 3)Water Resistance Test,per FBC,TAS 20lo-94• : o 0 0.0:0 4)Forced Entry Test,per FBC 24113.2.1,TjkS�0;-94 •0 0 0 0 0 0 000000 along with marked-up drawings and installation diagram of a XOXalumtft%n: • horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc,Test Report No.HETI-08-2226A, dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NDA#09-0312.08) 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 a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manue or ,P.E. Product Cont of Ex iner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E»] Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coN wuED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NDA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 *000 2)Cyclic Wind Pressure Loading per FBC, 'tAS.293-94"••••' 0000.. along with marked-up drawings and installation diagram of a Mralumt •, horizontal sliding window,prepared by Hurricane Engineeri�0g000�;>:esting,Inc*.*,Test* Report No. HETI-08-2228B,dated 01/15/09, signed and sealed ley Candidot.Font..••••; • 0000.. 0000 . 0000.00000 . . ' (Submitted under NDA#09-0312.08) 00000. . . 7. Test reports on: 1) Large Missile Impact Test per FBC TAS,* 094 00 *0 ""'• j000�00 . �• 2) Cyclic Wind Pressure Loading per FBC,'SAS 203-94. • along with marked-up drawings and installation diagram of a XOX alurruh114i1' . horizontal sliding window,prepared by Hurricane Engineering&testing,-Inc,-,,Tesf" Report No. HETI-08-2229,dated 01/15/09, signed and sealed by Candido F!Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)C.y_clic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. 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 a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted render NOA#09-0312.08) Manuel Pez,P.E. Product Control xa iner NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition (2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for kkeir "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring ori 1�/l 11116.•••• ...... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amlitica,Inc.*fb%ftir •, "SentryGlasO(Clear and White)Glass Interlayers"dates 06;.11./15,expiring on 07/04/18. :6066: • • 6..666 • . F. STATEMENTS "0 0 0. 0 46906 1. Statement letter of conformance, complying with FBC 5th Epjtion (20141,grid of nd financial interest,July 8,2015, signed and sealed by Javad Ahmad'.P.E.0 00000 0 . . . . .6.6.6 G. OTHER •. • ••• • 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC'for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27/14. Manuel a ez,P.E. Product Contr I amiaer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 72' 111 2 ANCHORS AT MTG.STILE ENDS TYP. V WINDOW WIDTH WINDOW WIDTH �4;ANCHORS REOD.FOR SIZES AND(AADS 119 MARKED WITH W ON SHEET 2 ONLY �Y j 3 1/ MAX. ' 3 1/2'MAX. 10$/8'MAX. 4' Z 4 3 - ' $ 3 HEAD/SRL ,,, . $ a /SIUL A 3' HEAD/SILL A CORNERS �\ CORNERS F gigit / li a it / I� 4 � ,�, i� ��li • i� �� fi �' 0 i_==_ _ _ ____ _ _ ____ = o N FALSE 31 1/4' 32 3/4' FALSE MUNTINS 32 3/4' 32 3/' — I {SURFACE AP IWAY D.L.BE U D.L.OPO. OPO (�IRFACE APPLIED [[[--- RA MAY BE D.L.OPG. D.L. 353/8- 38 7/8• ECO—GUARD SERIES-200 m VENT WITH TYPICAL ELEVATIONS iwmT Y80Ttl ALUMMM_HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS O o"r CHARTS SHOWN ON SHEETS 2. Z 3 Ed THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APP TO SINGLE UNITS SIDE 1,z SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS 0 IZONTAL ROLLING WITH OTHER O t EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. L LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL O 1/8'HEAT STREN'D.GLASS WILL APPLY TO ENTIRE SYSTEM. 5/18°AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8'n ' CLASS 1/8'HEAT STREWD. GLASS 1/8'HEAT STREN-D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY B 090°Inter) r HURRICANE ZONE(HVHZ).090'Interlayer WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPFRLY TO TRANSFER 0arMc,IM.' Byn'Kumroy Americo,Inc.' Bytadite'Kurcraayy America.Inc., LOADS TO THE STRUCTURE STREN-0.MASSS 1/B'HEAT STREWO.GLASS ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS 1/8'HEAT STREN'D.GLASS EMBEDMENT TO BASE MATERIAL SHALL.BE BEYOND WALL DRESSING ORSTUCCO. 012CONE SILICONE CARDINAL.XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE W CORNING 899 DOW CORNING 899 EDGE SPAM ••• • • • •NQ,'PA%PF THIS APPROVAL y «w a m GE SCS 20� L° GE SCS 2000 LI •• A tOAP DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. g° ^a SIUCONE •• • • • • •ALR SHIMS TO BE HIGH IMPACT, NON-MEIAUUC AND NON-COMPRESSIBLE Soo o DOW 898• • - • • • • a m u m,•, m tO •• -41: • •M&EW•INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT g COME INTO CONTACT WITH OTHER DISSIMILAR MATMIAL 5 SHALL MEET THE - i REQUIREMENTS OF THE FLORIDA BUILDING CODE q 23 r i Engr.JAYAD AI8IA0 19LObUCT R1TVL4Rb • ••• ••• • �' p m ccmplyhig with the FIm1 FIA PE i 2 0 10 0 • • t t see CAN. AA pp1mcoBuIlding �Na • • • • • • • • iralion l)efe AT 1/4 POINTS ON UfES AT 1/4 POINTS ON UTTES AT t/4 PO"• •SETTLNO StOCYS AT • ••• ••• By WIDER THAN SB'ONLY WIDER THAN 38° 29 9 28 ONLY ALL SITES LAM.GLASS AND INSUL LAM.GLASS MLam eRoduet drawing no. G ' ' GLASS TYPE '13' GLASS TYPE 'C' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 2015 W09-12 GLAZING OPTIONS 0!0 • • • • ••• • • sheet of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-ASF(X0,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) � W W/O REINF. WITH REINF. W/0 RFANF. WITH REINF. W/o REINF. WITH=NF. i GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE" GLASS TYPE GUM TYPE o WINDOW DIMS. A 'A. 'B' 'C' WINDOW DIMS. A 'A' '8' 'C WINDOW DIAL4. A 'A' 'B' 'C' ZO J WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-) EXT.(+) IHT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-) EXT,(+) IM.(-) WIDTH HEIGHT EM.(+) INT.(-) EXT.(+) IM.(-) EXT.(+) IM.(-) 2WIDTH 4 70.0 80.0 80.0 90.0 70.0 80.0 74' 26, 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 F g 1. 26' 4` 70.0 80.0 80.0 90.0 7D.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 105-1/4' (3) 12 70.0 80.0 80.0 90.0 70.0 60.0 `��i p 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 2 c1 74' 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 a c 38-3/8' 4 80.0 90.0 70.0 80.0 108-1/a• (a) 12 70.0 80.0 80.0 90.0 70.0 80.0 108-1/4' (4) 12 - - 80.0 90.0 70.0 80.0 37' 38-3/8 4 _ .0 80.0 90.0 70.0 80.0 111- 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 - - 80.0 90.0 70.0 80.0 h 53-1 8" 6 70.0 80.0 80.0 90.0 70.0 80A 74' 9 70.0 80.0 B0.0 90.0 70.0 B0.0 74" 50-5/8' C / 50-5/g- 9 70.0 80.0 80.0 90.0 70.0 80.0 Q G g 74• 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (5) 12 70.0 80.0 80A 90.0 70.0 60.0 26-1/Y 4 70.0 80.0 80.0 90.0 70.0 80.0 111• 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 63' G g 9 70.0 70.0 80.0 90.0 70.0 80.0 g 50-5 4 70 0.0 80.0 90.0 70.0 60.0 74' _ 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) Z -1/8 6 70.0 80.0 60.0 90.0 70.0 80.0 106-1/4" 12 70.0 70.0 60.0 82.6 70.0 80.0 72• 9 70.0 80.0 80.0 90.0 70.0 80.0 8 80.0 90.0 70.0 80.0 171' (6) 12 70.0 70.0 80.0 80.4* 70.0 80.0 84" 24• 9 70.0 80.0 80.0 90.0 70.0 80.0 V' 28-1 2' 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 98' (3) 12 70.0 8D.0 80.0 90.0 70.0 80.0 83" 4 66.8 77. 80.0 90.0 70.0 80.0 84• 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108• 12 70.0 80.0 80.0 90.0 70.0 80.0 O 83-1/8 (6) 6 80.0 90.0 70.0 80.0 98" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 90.0 80.0 90.0 70.0 80.0 V e 8 70.0 70.0 80.0 80.4 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 38° 9 70.0 80.0 80.0 90.0 70.0 80.0 24• 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 0 3g• d 70.0 80.0 80.0 90.0 70.0 80.0 84• 38• 9 70.0 80.0 80.0 90.0 70.0 80.0 108- - 80.0 90.0 70A 80.0 uj �S 48' 4 8 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 WW F g0' 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 48' 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 60.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 98" 12 70.0 70.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 60.0 90.0 70.0 80.0 84' 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72• SO 8 70.0 70.0 80.0 90.0 70.0 80.0 9 (fin r 3g- 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (8) '� qg' �4) 6 70.0 80.0 80.0 90.0 70.0 80.0 105" 12 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL a 0-5 N 60' 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) NO. OF ANCHORS PER JAMB Z 3li 72• 8 70.0 80.0 80.0 90.0 70.0 80.0 B4" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 851.0 90.0 70.0 80.0 98° (6) 12 70.0 70.0 _80.0 90.0* 70.0 80.0 3 Z C3 S'i 36" _ 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 80X0 87.6 70.0 60.0 Ld Ld 46" 48 6 70.0 80.0 80.0 90.0 70.0 80.0 A = N0. OF ANCHORS PER HEAD & SILL W 60' (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) O 72" 8 70.0 80.0 50.0 90.0 70.0 80.0 ><MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24• a 7o.o 80.0 80.0 904 70.0 80.0 WITH (4)ANCHORS AT MTG. STILE ENDS ' 36" 4 _ 70.0 80.0 W-0 Sao 70.0 80.G a6" (e) 8 70.0 70.0 80.0 90.0 70.0 80.0 6o' 90.0 70.0 80.0 (1/3✓) (1/3W) (1/3W) ° 72° 6 70A 70.0 80.0 8 70.0 80.0 o OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH,00' v = NO. OF ANCHORS PER HEAD & SILL ar$ y = NO. OF ANCHORS PER JAMB 'XOX' MAX. LOAD FOR THESE SIZES IS -90.0 F WITH (4)ANCHORS AT MIG. STILE ENDS • • • • • •• 4i m$ v • **'''' • • • • • NOTE: OPERATING VENTS TO BE 1/3 OF Tiff WINDOW�nID1�1•• • • • • • GLASS CAPACITIES ON THIS SHEET ARE " S s F,o • •• • • • • ••• • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • • AND FLORIDA BUILDING COMMISSION 'XOX' •• ••• •• • • • •• DECLARATORY STATEMENT DCA05-DEC-219 Fn9r.JAVAD ANMD t 9 CML PRODUCT REVISED a 0 complying with the FIMMS FIA.PE 70592 S' C 8 Duildiag Colo , ••• ••• •: • ••• AttepI.No L AND RIGHT VENTS TO BE OF EQUAL GLASS DIA WIDTHS ALL EXTERIOR(+) LOADS SHOVViON.-fHIS•S%ET ARE • • • tix'ratlonDma FOR WINDOWS WITH ADD AT*FRAME SILL • • •• Q 2Q riIIy 'XO OR OX' FOR STD. SILL (NO RISER) III[ EXIT(+) AM? TO067.0 PS19• • MI I dr0aing no. SEE SHEET 3 FOR DETAIL. W09-�2 sheet Q of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • TYPICAL ANCHORS SEE ELEV. � 18Y FOR SPACING WOOD BUCK MEIAL E GIST. a •,a i a' a \.•a.I EDGE DIST. STRUCTURE MIAMI-DADE COUNTY APPROVED a o " •s EGGS DIST: n ° ANCHORS MULLION de MULLION Z .a' - p' o:.°- <4. SEE SEPARATE NOA I g n 0 EDGE DIST. �o �0 O17 19 W18 _ 9 TYPICAL ANCHORS TYPICAL ANCHORS 1 SEE ELEV. SEE ELEV. TYPICAL ANCHORS a O FOR SPACING fOR SPACING SEE • a ; G FOR SPACING d a WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. U g 1 WEEPHOLES: TYPICAL ANCHORS: SEE ELEV.FOR SPACING Wt = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=755 KSI) a k AND 37" O.C. MAX. INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 0 O i ;� � 6 SEALANT: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) N� a o a THRU 1 BY BUCKS INTO CONC. OR MASONRY 3 e t } x � W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH S o f JOINT SEALER. 1-1 4" MIN. EMBED INTO CONCRETE (HEAD SILL) ,} W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) q t� DIRECTLY INTO CONC. OR MASONRY 3 z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O_0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W�� " #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ' o y INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) 0 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) = (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) v��S Q o TYPICAL EDGE DISTANCE p INTO CONCRETE AND MASONRY = 2-1/2" MIN, V02 S I sill 2 w� INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 18 .i"i 'a • • • • • i •• t� © t3 Mv=i •moo gag • • • • • • �q��:? y • ,7 •• • • • W:OD:1T HEAD.SILL OR JAMBS SG - 0.55 MIN. S o S R g 1 3 �Gi 2 Ej a• • • • •CONCRINE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. a m 0 m w ••Fid�i�i 4 u•• ••• • C:900�Ota.OW/FILLED NORMAL'HEIGHT CMU AT JAMBS f'm 2000 P51 MIN. 26 I Engrg JAVAD AHMAD N 9 dO ." FlA PNE70592 P�R�OmPIUro Noma c tv 'a.. °•_ 3 I • •• ••• 0:0 • • CA.V building Code �' - �,.a„ ° _ a , v v� • • • • r AccepreU�D et � � � 7 �•" y:�' • • • • • 0201 $ I TPICAL ANCHORS i is jTYPIu'y*.IuvCHORS• •• • • • py a SEE ELEV. °' 16Y SEE ELtV ••• • 000 • MI drawing no. ° W1 - FOR SPACING WOOD BUCK FOR SPACING W09-12 EDGE DIST. _I EDGE DIST. • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 t/4.MAX /\ 0 1/4"MAX, SHDAS L � N SHIM © O O 5 Isy WOOD BUCKS m �21 6 7 O J TYPICAL ANCHORS `., { TYPICAL ANCHORS 17 vOA,,, EE ELEV. A I SEE ELEV. OR SPACING (p` o FOR SPACING LA =_ _ _-__—_ 223 -20 p • _____SCREEN OPT. -_--� 20 27 17 tl ��3�i 4 STEEL REINFORCINGg 11 12 AS REOD. 1 - STRUCnRE SEE SHEET 2 FOR CAPACITY ° v Q Z g {� WINDOW WIDTH hl ii--11 r O XO LAYOUT � � N N 1/4"MAX. J I 1/4'MAX. VEIN WIDTH VENT WIDTH � SHIM D.L. OPG. O.L.OPG. 16Y D c WOOD BUCKS � v 2 © g 7 cYf 17 v.o TYPICAL ANCHORS }W SEE ELEV. in ro FOR SPACPIG 0 o M I 17 - ----SCREEN OPT Y7 6 11_ -SCREEN 0 ----------- •e- m08 �0 20 4 STEEL REINFORCING 1DLG. AS o REOD. EXTERIOR SEE SHEET 2 FOR CAPACITY •e v > WINDOW WIDTH ivq 8 c g $ TYPICALcHR ORs XOX LAYOUT 0 g FOR SPACINGSEE BEV. u MIAMI-DADE COUNTY m �' APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOSEE ELEV.FOR SP ACING ••• •••• f• •• • • • • m laic!g �o otin f O.AWut o • •• • • • • ••• • m c a m v o w Engr.JAVAD AHMAD PRODUCT REVISEDCML 1 9 • •• • ••• • • FLA.�N 70692 $complying and SI�nB vvtt6 tfio Ftarid• H 3538 O _ • • -SCR aPT. • • • irelioO Data • •• ••• •• *00 ••• 42015 T,jl drowfng no. WINDOW WIDTH WINDOW WIDTH W09-12 sheet 4 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • 0 U EDGE 01ST. METAL N STRUCTURE TYPICAL ANCHORS EDGE MUWON DE COUNTY APPROVED SEE ELEV. '�--"' �{` MUWON&MULLION ANCHORS FOR SPACING SEE SEPARATE NOA 3 eB EDGE 0 J �• I DIST. Q� a .O' ". 28 s 28 N 28 0 t h V' ALT. 0 Q 0 ° TYPICAL ANCHORS TYPICAL ANCHORS 3 SEE ELEV. SEE ELEV. {�Z FOR SPACING FOR SPACING I U $ L N W M ao Nn 0 OM 1/4'MAX. SHIMS ALT. 28 TYPICAL ANCHORS ... SEE ELEV. W m m FOR SPACING O T •1/4• th in d TYPICAL ANCHORS SEE ELEV.FOR SPACING a C i o . . . . . . � � o tj C • • •. . . . . . '� asses g<m� ALT, • • • • • • • • • O INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER DW.JAVAD AHWD PRODUCTRBVISED CML m complying with dm Florida • ••• • ••• • • CA Ma FLA. E 70� pAldm1co• • • • A••• • ••• • ••• • i�u 205 drawing no. T.^ W09-12 09-12 EDGE DISM. •• at g of 7 • • • • • • • • • • • •• •• • • • . •• ••• • • • ••• • • f+----2.750 1.067 ITEU PART @ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS �� W 11 1 FY201 1 FRAME HEAD 6063-TB N 3/18' ,p 2 FY202 t FRAME ASILLCK 8063-TB - g .500 .7145- 1. 434 --1 4p-'-ell 3 FY203 1 Stl1 TRACK INSERT 8083-TB - Z J 4 FY205 AS READ. MOV.FRAME JAMB 8083-T6 [0..2 II•813 � � 5 FY101 AS READ. FIXED FRAME JAMB 6083-T6 -3.248 . 718 1140--I 6 FY104 I/VENT FIXED MTG.RAIL 6083-T6 - 12 f1 7 FY105 1/VENT VENT INTERLOCK 6053-18 B FY206 1/VENT JAMB STILE 6063-T6 d O VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/VENT TOP AND BOTTOM RAIL 6083-T6 - .813 10 FY108 AS READ, GLAZING BEAD(LAM_GLASS) 6063-T6 2'085 .519 130 IDA FY110 AS READ. GLAZING BEAD(INSUL.LAM.GLASS) 6083-T8 - & PT gg 1.250 � 11 - AS REOD. REINFORCING BAR STEEL - 6 a C df al.610- }r- Q 4�1 y-t ;ji .719 .803 •045 .803 12 - AS REQD. REINFORCING BAR STEEL - �r g .045 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS READ. �1 FRAME HEAD 2.248 I I 14 FY208 4/VENT ROLLER HOUSING&GUIDE CELCON = IL Z•t t.tao �I t.Da7 d t.oa7 J g .082 1S FY209 2/VENT BOILER BRASS a 1.1401.610 19 f0 GLAZING BEADS 16 FY210 2/VENT ROLLER PN ST.STEEL - 0 17 #8 X 1' AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 1.344 18 d8 X 3- 2/VENT FIX.RAIL SILL SCREWS(SILL END) CRS P.H.SMS U o .813 19 W23181 AS REDD. FIN SEAL W STRIPPING - ULTRAFAB JAMB STILE 20 Q300TI90 AS REQD. BULB SEAL Q-LON SCHLEGM& 7 f 058 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB,13UROMETER 65±5 (� 2.063- 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB,DUROMETER 65±5 W 3.878 1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE �(�• ... .078 2.501 24 SL203P 2/VENT SWEEP LATCH SULLIVAN&ASSOC. Y LLJ 25 #B X-1/8' 2/LATCH LATCH INST.SCREW ST.STEEL OH SMS 1.140 1.340 28 WA2L 2/WOW. WEEP VALVE PREFERRED ENG.PRODUCTS 52 ip M N .062 27 1/VENT 5/16'BOX SCREEN - OPTIONAL `�i p 0-5 '500 L1.344:-;2 28 FY120 - FLUSH FRAME ADAPTER 8063-T6 OPTIONAL Z 3 g{ L1.344 29 - 2/LITE SETTING BLOCK EPOM DUROMETER 80*5 SHORE A GI 3 Z} 2.750 O I+JI O7 MEETING RAIL U w O2 FRAME SILL W 2.188 O 1.314 t3 cc�� .250 1.422 2 .340 .312 .062 c $K 0 0 1.20 B� .082 1.375 O3 SILL TRACK • O FIXED MTG. ftlUL it • .Soo 1 7$0 c n a V• ••• • • • • • •• c41$ NA .187 . �^- • • • • • • • • • `m .062- 2.750 062 • • • • • • i • • 0 .082 •• ••• •• • • • •• gy 2.750 2.812 2.812 2.750 @tgr.JAM AHMAD PRODUCTRRVWW i 2.688- W CML av eemPlS'�E tvllh Wa FloTMe `j FIA.PE 970582 Accopa9 N S .062 t •t• ••• •i• t ••• �e Hcce�',>a1ceN�o(S TR •• • • •• i • •• i i 'S�L 768 • •• • •• • • • DY II II ••• • ••• s 000 • Mi Dade Product CanU drawing no. �{II 874 M- .96 b--1.687 1.688 2.611 .1111_ 15 W09-12 Qa MOV. FRAME JAMB O5 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7 • • • • • • • • • • • •• •• • • • •• •i ••• • • • ••• • • U 17 17 �� cwi I 0o 28 La abf � 0 FRAME TOP CORNER .J & W VENT TOP/BOTTOM CORNFRS N Ci }w N aj n 30: oM � Z 3 r` 3Z a 1 V�wv w O c � m zo o 0 z z z e n •• •• • • • • • •• as ••• •• • • • •• Engin JAVAD PRODUCT RBV(SEDCIVIN •� FLA. p 70692 m complying will ft PlvdA 1 iV FRAME BOTTOM CORNER ••• • ••• • • 3578 Building Code c • • • • • • • o Aceepinn-Nots-0 29.405 x • • • • • • • Ex'Tallon Dale ••• • ••• • ••• • q Q 2015 drawi�n�g novo. ' W09-12 FIXEO MTG. RAIL CORNER sheet 7 of 7 • • • • • • • • • • • • • • • • • • • •• •• • • •• ••• •• ••• • • • •• 0 ' a l MIAM 1•D1ADE MIAMI-DADS COUNTY MOM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(-786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County ProdurA Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dada County)reserve die right..... to have this product or material tested for quality assurance purposes. If this prsoxhlt;r materigl fails to • perform in the accepted manner,the manufacturer will incur the expense of such ftalk and the ANJ males— immediately ay••••• immediately revoke, modify,or suspend the use of such product or material witht$Wil-jurisdiction. REI....: reserves the right to revoke this acceptance, if it is determined by Miami-Dad®0Cciunty Pr©daot•Control • Section that this product or material fails to meet the requirements of the applicablg Fy9ifijng coag. ;0 0 009 9 • This product is 11 •the Fl t o Railding.... inc uding the High Velocity Hurricane Zone. ...... .' SCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement WtndomP-L. .. •••••• APPROVAL - um. %wixg Ca$enent,Wd4 •••; (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Xarooq 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 C ISSL: 1MPACT RATING:Large and Small Missile Impact Resistant LABELING: ac um s a ear a ermanen a wl tie manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any-portion of the NOA.is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages &1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. CMIAMI��= NUA No. 15.0406.10 •DADECExpiration Date: May 19,2021 r1�h_ Approval Date: July 02,2015 1 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.I1-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FjBC TA�)Dk94 ...... 3)Water Resistance Test,per FBC,TAS 202-94.' ... .' 4)Large Missile Impact Test per FBC,TAS 204*.14• ••0 •••• • 5) Cyclic Wind Pressure Loading per FBC,TAY203-94 '• 6)Forced Entry Test,per FBC 24113.2.1,TA4 n>94 ;••••• �•••• along with marked-up drawings and installation diagram of a casement widow, ..:..0 prepared by Hurricane Engineering and Testing,Inc.,Test Reports-Ao. 0--'-: •••••• HETI-10-3150 and HETI-10-3151, dated 12/29/10,all signed W04ealed by'Candido •. F.Font,P.E. :0646: (Submitted under NOA No. 11-0309.06) 00.0 0 0 0 """ C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. a rez,P.E. Product utro Examiner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooy Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing,Inc., dated 12/29/10, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS •••• . . 0000 0000.. 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window$;stems, LKfQr their •; Series "Eco-Guard 500" Outswing Aluminum Caseme6t•.VVfindow —•L.MX, '•6• 0000.. approved on 05/02/13 and expiring on 05/19/16. •••••• 0000 9 0000.. 0000 . 0000. 0000 0000 0000.. 0000.. . . 9 0000% 0000.. . . .0609. 96 6 969 6 9 6 00 Manuel P e , .E. Z� Product Contro Ex iner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 ECO—GUARD SERIES-500 WINDOW WIDTH V ALUMINUM OUTSWING CASEMENT WINDOW 3s° APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH Z COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 3/8' 0 p WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE APPLIED) £Zv! (SURFACE APPLIED) D.L.OPG. F MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED j y i LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A H a[�Q7j 0 WILL APPLY TO ENTIRE SYSTEM. �O THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE k REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY S n HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 4i nN K ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 3 //ii j ; EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE X====n===== 1 E NOT PART OF THIS APPROVAL r;f 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. z o N j ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS Of THE FLORIDA BUILDING CODE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. (r }LU 6 POINT LOCK z iA 12' h--�- ' O o M MAX. 7'MAX. LOCKING POINTS MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF H HEAn Slll SEE CHART o Z 4 (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF SILL CORNERS WDW.HEIGHT ISO. OF 3 Z o TYPICAL ELEVATION uPro AT sA�I $ 0't pi 2-- 38-3,w 6' 2 n U W 38-3 B' 3 v1 Ld 1/8'TEMP. GLASS 50-5 B" 4 0 83' S 3/8"AIR SPACE 76' 6 1/8"HEAT STREN'D. GLASS 1/8' HEAT STREN'D.GLASS 3/16"HEAT STREN'0. GLASS 8 Interlayer 090"Interlayer 090'Interlayer FRODUCT REVISED ���kkh 4444u DuPon He PVB DuPont Butacite PVB DuPont Butacite PVB as complying w06 the Florida g o 0 By'Kuromy erica, Inc: By 'Kurcray America,Inc.' By 'Kuraay AmeAea, Inc.' EMIL Godo 06.-10 o No % 1/8'HEAT ST 'U. GLASS 1/8"HEAT STREN'D. GLASS 3/18"HEAT STREN'D.GLASS Date Q. SILICONE SILICONE SILICONE adp Lax ntr0 By F DOW CORNING 99 �" DOW CORNING 899 DOW CORNING 899 ^a n m m m � % ••• • • • • •• NO c O� m z • • • • • • GLASS CAPACITIES ON THIS SHEET ARE m o 9 7a 9 9 • ' it • • •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) .� o S m a o w m 3 I' 0 • • ' • • • • AND FLORIDA BUILDING COMMISSION o • I • • •• DECLARATORY STATEMENT DCA05-DEC-219 t r 20 ' i 0 d r �' i' 20 Y Engn JAVAD AHMAD e� u CML _ 3638 FLA.CAH,PE®70592 v • �W • • • . 19 ALLISIZESOINTS •� • • t t t $ 21 • • • • • • • �—.�� SETTING BLACKS AT WSUL LAM. GLASS• •• • •• • • • NOTCH GLAZING BEAD LEG ••• • ••• • ••• • drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' W11-05 GLAZING OPTIONS 2 3 2015 sheet1 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEV. 1HY � ° a,. a O A 2 ,S"a d'a•°;..,.'.Ye' I1'` SPAC7IN1 WOOD i BUCK _II ____ _METAL EDGE STRUCTURE If M --DAECUNTYOJ;1I1� EDGE as DIST. MULLION&MULLION CHORS DIST. SEE SEPARATE NOA I EDGE DIST. ----- ----- 10 o rca Q TYPICALSEE ANCHORTYPICAL ANCHORS SEE EI FOR SPACING S FOR SPACINGOR �hlVQ SEE ELEV.. ELE �7Fo aW VNc •ra. odcofi ANCHORS: SEE ELEV. FO = N j WOOD BUCKS AND METAL STRUCTURE NOT BY ECO W v U I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4* DIA. ULTRACON BY 'ELCO' (FU-177 KSI,FY-155 ) 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES j - - 2" MIN. PENETRATION INTO WOOD LL/JAMBS) I THRU 16Y BUCKS INTO CONC. OR MASONRY H 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) w O 1-1/4° MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ^ i s o a DIRECTLY INTO CONC. OR MASONRY 3 mN W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 00- i' " 1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS) Z 3� W a 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 3:z • � INTO METAL STRUCTURES SYi U w •I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) N W rn� m ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 612 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 1 5 (NO SHIM SPACE) 1 ON t3 TYPICAL EDGE DISTANCE - `A&P INTO CONCRETE AND MASONRY = 2-1/2° MIN. � B 19Y INTO WOOD STRUCTURE = 1" MIN. 2 17 WOOD BUCK INTO METAL STRUCTURE = 3/4° MIN. •• ••• • •Q D•ATyyAEA� L OR JAMBS SG - 0.55 NUN. c v'`�''�• • • • IO ' t5 • •• • C NC6ETF:AT•FIEAD, SILL OR JAMBS f'c = 3000 PSI MIN,Am x 1 x •• • • • C•909HOYLOW/SILLED NORMAL WEIGHT CMU AT JAMOS Pm 2000 PSI MIN. I0 Gee go 0 5 Engr.JAYAO AIDND ,1� n 9 as CML a a °' • ••• • ••• • FLA4'41J PEA an s p- a \.i. a ° >• P�ODUQFI Dm""'4T'i • ••• • • O ° $ TYPICAL ANCHORS T11pICAT, C41IRS i I P�799�8 a SEE ELEV. SEE EL A tq °•� drawing no. FOR SPACING - FOR SPACING E*fw Dam �y EDGE DIST. _I EDGE DIST. BY W1 1-05" rlt o C 1 sheat Q of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 V.V 1/4-MAYL 1/4•MAX. 17 SHIMS 1/4•MAX. SHIM 12lay Z }p © $ O WOOD BUCK 18 4A 4 8 �4 Tp ANCHORS 29Y WOOD BU w SEE ELEV. 4Cl V TYPICAL ANCHORS -----—---SCREEN OPT. --_______------ v., FOR SPACING OD STRU URE SEE ELEV. a!a FOR SPACING 1 1/2 R r dg 1/4• cr-0 I 18 TYPICAL ANCHORS EXTERIOR vv SEE ELEV. METAL FOR SPACING O STRUCTURE D.L OPG. N VENT WIDTH J J m J N N WINDOW WIDTH coW 0 mM H MIAMI-DARE COUNTY M APPROVED MULLION SEE SEPARATE NOA $Z m lYPscn1.ANCHORS � v SEE ELEV.FOR SPACING g 0 d- N 1 r-—1 1 II II II II I 1 - --- u n � I 1 a gg •• ••• • • • • • •• WINDOW WID1H _ WINOOW WIpTH • • • • • • • • • o ry'61 - •• ••• •• • • • •• Engr-JAVAD AHMAD n •1 _n CML .�-aIIz Gs�tlon� .. 62,�. j•• •. •. � P70592 • ••• • 4N.35M �'Y ""�' c • • • • dWra1w§i1ng—a 05 3 20 o. B11nm{ a Pro ctCoswl sheet 3 of 6 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 0 0 � � -------- EDGE DIST. EDGE DISE.y METAL rr__________________il o TYPICAL ANCHORS I I STRUCTURE II MULLIONIDE COUNTY APPROVED II pSEE ELEV.FOR SPACING 1 I j MULLION&MUWON ANCHORS j Z �g e I i SEE SEPARATE NOA kAl p' ° e I I EDGE DIST. O g grr 0 0. .. I 15 = I 15 N I 15 8� h ALT. a&� p aQ< 0 � o TYPICAL ANCHORS TYPICAL ANCHORSSEE LL 2 FOR SPACING FOR SPACSEE EE ING Q J J � J T Qs In VVVIII ao O Oo"1 � 0 1/4"MAX. C z$ SHIMS 15 ALT. o p Loi � U�w � TYPICAL ANCHORS N W O1 SEE ELEV. FOR SPACINGO " O 4 TYPICAL ANCHORS SEE a".FOR SPACING n cW� U G1 ° • .a PRC0Wr tl M9D • .. a ,mgdyWv9flbth0FIWida MmdWgcobA _D_ D a6--io • O •• Ge: • • ',i`o,�'•'�.` •• A B • • %m R o 3 a ALT. • •• • • • • ••• C BY INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER E�s.JAVAD NOCIVIL �1I ° • •••Fc� 9 ••• • FLA PE 1S 0582 • • • • • • • • - a .9 _ • • • • • • • T � r4 y I • •• • •• • • • drawing _ ••• • ••• • ••• 9 o EDGE DIST. W1 1-05 U15 I sheet 4 of7e:) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Imo--2.750- ITEM PART @ QUANTIY'Y DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS {- W - `� •, 1 E5o1 4 FRAME HEAO/SILL/JAMB 6063-T6 o ,500 2 E502 4 VENT 6063-T6 r. 1.330 3 FY108 AS READ. GLAZING BEAD(5/16'IAM.GLASS) - 6063-76 - "Z $ 3A E50.R AS REQD. GLAZING BEAD(INSUL IAM.GLASS) 6063-TB - Lfq .082 38 Fri LAZ 09 AS REQD. GING BEAD(7/16"LAM.GLASS) 6083-T6 - 4 Q 4 ESOB AS REQD. SNUBBER-VENT,FULL LENGTH 8083-T8 - � .078 2.821 4A _ E509 AS RECD. SNUBBER-FRAME,FULL LENGTH 6083-T8 - - t0j 1.893 5 E506 OPTIONAL SCREEN FRAME 6083-T5 - ffuu 7 #10 X 1-1/4'• AS REQD. FRAME AND VENT ASSEMBLY SCREWS H WH SMS 8 E203 AS REQD. BULB WFATHERSTRIPPINO,OUROMETER 65 SANTOPRENE ULTRAFAB �[ 9 E203 AS REQD. GLAZING BEAD BULB,_DUROMETER 65 SANTOPRENE ULTRAFAS 10 35.12.00.400 11 13098.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 2/VENT 4 BAR HINGE,AT TOP AND BOTTOM STEEL. TRUTH,INSTALLED WITH(2)010 X 5/8"SDS O df n p FRAME HEAD/SILL/JAMB 12 - - 6/VENT KEEPER STEEL 2.354 13 - 1/VENT ROTO OPERATOR _- ZAMAK/STL TRUTH 6 14 PSJ40-SS 2/CORNER FRAME/VENT CORNER KEY ST.STEEL - 9 Z 1.330 15 M20 AS REQD. FLUSH FRAME ADAPTER 6083-T6 OPTIONAL W +� 2' 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS .062 17 010% 1-1/4' 2/SKATE FH SDS SKATE SCREWS 18 08%3/4- AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2"APART,PAIRS SPACED AT 7-3/4'O.C. V e 2.094 .372 '�0 69 19 - 2/LITE SETTING BLOCK,3/18'X 3/4"X 4-LONG EPDM DUROMETER 80*5 SHORE A ,082 2.813 20 FLB-50 - GLASS SPACER-1/8"HIGH SILICONE FRANK LOWE J .896 2.611 21 INSUL GLASS EDGE SPACER ST.5TEQ. CARDINAL XL SEALANT: w •719 .590 is FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ISCHNEE-MOREHEAD SM5504 SEAM SEALER. c7 w 1.582 1.750 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. O VENT 493 0 cO 10 m . LOCKS o--'1 j Zw �--I-519 1.750 MULTIPOINT LOCK SYSTEM X13096.92 BY 'TRUTH' 3 I AT FRAME JAMB z I I 4. LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL O o. FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. Uw ao3 oas 493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES �' LJ O1 2 19 X33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1° P PH SMS t.oa7 14 CORNERKEY O � STAINLESS STEEL KEEPERS X31964.92 AT VENT 3 GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X.VB" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES yy .245 Sd r .130 80 HINGES: g @ aDp 3-- 7� .045 '120 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODUCT 1=50113 xm g LOCATED AT TOP AND BOTTOM CORNERS fiscoj*yb*w1111dwflmtd& —( FASTENED WIH (2) #10 X 5/8' P PH SELF DRILLING SCREWS BUR 1 006 1.255 •. ••. • • • • • .• naso 1.172 • • • • • • • • • OPERATOR: • • •• • • e • • By $ 8 s s R o Q GLAZING BEAD (INSUL. LAM. GLASS) ® SNUBBER - FRAME • !• • • • • ••• • `AI 0 1 <m u e SINGLE ARM ROTO OPERATOR #52.13.012eBY TILIT4 • • • • • • LOCATED AT SILL END •• ••• •• • • • •• FASTENED WITH (6) #10 X 1" P PH SMS �.39a 245 OPERATOR TRACK #30175 AT BOTTOM RAIL E gr.JAVAD AHMAo M o CML FASTENED WITH (2) #10 X 1° P PH SM i•• • ••• • �oaN V0 92 s •7r — --�•12o ANTI-SAG SKATES: •• i • •• i • •e i iqJU&2015 VINYL ANTI-SAG SKATES BY 'M&MI PLAS • •�I•720 (2) ATLOCK ST{LE AT 6-3/4" FFtO�A•1OPOTTOMQLSEACHTBOTTOM FASTEND WHA(2)#10OX 1 OC/4S PL FH SDS.GLAZING BEAD (7/16" LAM. GLASS) aSNUBBER - VENT 6h66t 5 Df g • • • a • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 0 0 O Z h Z�Z O � 6 1 6 g 14 � V 14 Q�3� n LLa`� o W v I I z to r oM So 'o, _Z LL,rnm VENT CORNER FRAME CORNER h N 00 • • • • • • • • • r —� Engr.JAVAD ANMAD •o 0 CML PE 1 N PR U sm • ••• • 4CAN. 82l whhthoFftdo • • • • gceptmttoonMfmd e�auac2015 W1 1-05 sheet g of 6 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 • 0