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WS-16-1600 (2)
Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-260624 Permit Number: WS-6-16-1600 Scheduled Inspection Date: July 26,2016 Permit Type: Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner: ODALYS ACOSTA, STEPHEN HARPER Work Classification: Door Replacement Job Address:29 NW 94 Street Miami Shores, FL 33150- Phone Number Parcel Number 1131010340140 Project: <NONE> Contractor: FOWLER ENGINEERING CONTRACTORS INC Phone: (954)964-8244 Building Department Comments Pas omments REPLACE 16 WINDOWS AND 2 DOORS INSPECTOR COMMENTS False Inspector Comments Passed e G Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid Is' July 25,2016 For Inspections please call: (305)762-4949 Page 10 of 42 1 -1-a=lei- Sh res Viflfage UT-1-� Building Department JUN 09 2018 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY-. Tel:(305)795-2204 Fax:(305)756-8972 -INSPECTION LINE PHONE i11UMBEl•_:t t 7a2 as FBC Br ` 20t� BUILDING Master Permit No. �' 1 (o PERMIT APPLICATION Sub Permit No. FIBUILDtNG ❑ ELECTRIC 0'-1100EING REVISION EXTEU510 EN_ At PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 29 NW 94 Street City: Miami Shores fiv: Kam,i:Dade liw- FoNo/ParcelM -is the Building Historically Designated:Yes NO Occupancy Type: Res Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Stephen Harper Phone#:305-401-1600 Address:29 14W 94..S City: Miami-Shores State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: fowler Ergineering CorAractors Phcme#. 954-964-9244 Address: 1400 Village Blvd # 4103 City: West Palm Beach State: FI Zip: 33409 Qualifier Name: Randall Fowler Phone#: State Eerti€icatrorRegistration#* GGC 151`°��6 Certificate of Competency W. DESIGNER:Architect/Engineer: Phone#. Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ flew ❑ Repair/Replace ❑.Demolition Description of Work:^Replacement of windows and"Doors —Ccs O CfP1.aC.r L.r S 1S -- H 101 f - Specify color of color thru tile: Submittal Fee$ ® ` GO Permit Fee$ � ' CCF$ J2. y-tG C /CC$ Scanning Fee - Radon Fee$ 9' �- DBPR$ L-(' -2-,6rotary$ an Technology Fee$ [ I • 2.0 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ P-GCI - 90 (Revised02/24/2014) - r Bonding:ompany's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER orA ENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this J o\C day of "I_. 20 �Ilt by ZAd day of `�✓�CG' 20 %f� by �lT� ����Co �d who is personally known to ilCa�1 � l�Ll' who is personally known to me or who has produced as me or who has produced DL- F- 60-MS-6� QIZ (7 as identification and who dia ,�oaO LLY BEHRENTZ identification and who did take an oath. NOTARY PUBLIC: :* Commission#FF 913994 NOTARY PUBLIC: Expiies Augus130,2019 99rded Thw troy FeM tmisama BD6.Wr7919 Sign: �\ ��I (�� Sign:4oO' Print: j j V '1 l Print2, Seal: .... Seal: *�o}��o;�•. PIE!. C : ;- -�13994 "►.1 NELLYBEHRENTZ 019 Commission#FF 913994 APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Policy Number. DataEnlered: DATE(dIml�/yyyY) A D® CERTIFICATE OF LIABILITY INSURANCE 5/20/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THU CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE: BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEI REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the coRiflcate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed M SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies m require an endorsement A statement of this certificate does not confer rights to the certificate holder in lieu of such ondorsement(s). PRODUCER =' ALLISON _ SAIMEAI INSURANCEPHO -- 730 SW 4TH S't'. 13 (866)58?-714T i FAx (888)542-350 i EMAIL ,ALLISON@ 3URE.Cox CAPE CORAL, FL 33991 A*Mtf-- INSURERfSI AFfoRoele COVMM NAIc a_.- @USURER A:PREPERRBD CONTRACTORS BNS IN8URED g ENGnWR LING• CONTRACTORS, INC. INSURER 9: - -- INSURER C: 1400 VILLAGE BLVD #1103 nusuReRD: _ MIST PADS BEAM, 33409 INSURER E INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURiB 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. LTR TYPE OF V M/RANCE ��SUBR POLICY NUMBER I POLICY EFFa Y EI(P LIMITS LTRWVD A C011"URC1ALGENERAL LIABRSFY EACH OCCURRENCE ___ S 1.000.000 CLAIMS-MADE L^OCCUR PCIC5026-PCA77236 6/5/2016 6/5/2017 PREMISES(Ea occurrence) S 50 000 -- -06 � MED EXP(Any one pwsw) $ 5,000 PERSONAL&ADV KIURY S 1,000,000 GEN1 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 51,000,000 . POLICY I I(��LOC IPRODUCTS 000$ 1. 000_ jJECT OTHER: r I$CO--O SINGLE . AUTOMOBILE LIABILITY Ea cc4W LIMIT S ANY AUTO C I BODILY INJURY(Per person) S OWNED SCHEDULED 1 i BODILY BVJURY(PeraodftM S AUTOS ONLY AUTOS PROPERTY DAMAGE AUTOS ONLY AHIRED UTOS ED I ' I (Per accident) is _ i I S UffiaRSLA LMB OCCUR ` I I EACH OCCURRENCE S EXCESS LMBC[AtMS-MADE j AGGREGATE S i DED RETENTIONS S $ O SANS TI TATUTE ER - AND YIN ANY PROPRIETORMARTNERIEXECUTIVEEl NIA E.LEACH ACCIDENT $ R OFFICERIME19 EXCLUDED? (Mandatory M NH) I E .DISEASE-EA EMPLOYEE $ under 1DESC= OPERATIONSbskm i E-LDLSEASE-POLICY LIMIT $ DESCRO*TION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space is required) LICENSE- # COC1515716 CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY Of THE ABOVE�DESCRIBED POLICIES BE CANCELLED SEFOR Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELNERED I 10050 HE Second Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE 1988-2015 ACORD CORPORATION. All rights reserve ACORD 25(2018103) The ACORD name and logo are registered marks of ACORDI Praducadusim Forms Baas Phis sol wts$e.www FemsSo oondrnMessivaPub1isfre+9 800-2[ I Wn 611 1 00 Miami Shores Village ■ P@LrtTiit Type �C1W�s1$htlftteri 10050 N.E.2nd Avenue NW wont Miami Shores,FL 33138-0000e-4, � I'�: y�- a Phone: (305)795-2204 n` ' i !?7? t1 l C VED coRmA Expiration: 12111/2016 M Project Address Parcel Number Applicant 29 NW 94 Street 1131010340140 STEPHEN HARPER ODALYS AC Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell STEPHEN HARPER ODALYS ACOSTA 29 NW 94 Street MIAMI SHORES FL 33150-2237 Contractor(s) Phone Cell Phone Valuation: $ 13,762.73 FOWLER ENGINEERING CONTRACTC (954)964-8244 (561)309-2637 _........ __. Total Sq Feet: 320 Type of Work:REPLACE 16 WINDOWS AND 2 DOORS Available Inspections: No of Openings: 18 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 DBPR Fee Invoice# WS-6-16-60126 $4.20 06/14/2016 Check#:5364 $269.80 DCA Fee $4.20 $50.00 Education Surcharge $P.80 06/09/2016 Check#:5343 $50.00 $0.00 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $319.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ,+andl Ining.�Futhermore,I authorize the above-named contractor to do the work stated. t, June 14, 2016 Authorized Si ture:Owner / Applicant / Contractor / Agent Date Building Department Copy June 14,2016 1 Florida Building Code Online Page 1 of 1 d 4li S 1 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stals&Facts Publications FB Staff SCIS Site Map Links Search Business AprovalProfessional ( ),ProductSse MIMI P til-tO Acs i oval M^nu>Product or AouhcaWn Seard[>Application List Search Criteria ••041lifle Search • • sees sees•• Code Version 2010 FL# •• • e•• li 136 •• Application Type ALL Product Manufacturer ••• •• •• A L •••••• Category ALL Subcategory •••••• • ALL • • sees•• Application Status ALL Compliance Method •••• •ees*ALL • • • • s •• Quality Assurance Entity ALL Quality Assurance Entity Contract Expired I **so • ALL 4110:000 Product Model,Number or Name ALL Product Description ••••s• ••••ALL 00009 Approved for use in HVHZ ALL Approved for use outside HVHZ •••••• ••••ALL 00004111,411, Impact Resistant ALL Design Pressure •••••• s ALL s• Other ALL • • • • Is • • • sees** sees•• Search Results-Applications • s s e • FL# TYPA M8Iluffacturer ValidilYed� e• • • :els •. FLi 136 Revision ]ELD-WEN National Accredits an&Management •• Approved R1 Category:Exterior Doors Institute, Histor Subcategory:Swinging Exterior Door (804)684-5124 Assemblies *Approved by DBPR.Approvals by DWR shall be reviewed and ratified by the POC attd/or the Commission if necessa contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850.4 7-18 4 The State of Florida is an AA/EEO employer.coovrloht 2007-2013 State of Florida.::Privacy Statement:: ::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in res se tc,a publlo-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any quesill ,please contact 850.487,1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 45S,F.S.must ide the Department with an email address N they have one.The smalls provided may be used for official communication with the licensee.However email add sea are public record.If you do not wish to supply a personal address,please provide the Department with an mad 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: PON ¢Lhtl •,[til 116 ^. AK FOWLER ENGINEERING OPENINGS: A HARPER RES 29 NW 94TH ST MIAMI, FL http://www.floridabuilding.org/pr/pr app lst.aspx 6/1/2015 Florida Building Code Online Page 1 of 2 r �4 'l �IAa,I SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC 6ten 80S She Map Unks Search Business, Professional � �r ProductApproval r�m1.uA Anoravel Fieyu>Product or Aonlication Search>AnpIkation List>Application Detail FL# FL11136-R1 Da9d •••Application Type Revision •••• • ••Code Version 2010 •• 666Application Status Approved • •666 6 •66 •6 'Approved by DBPR.Approvals by DB� a9d ratified • • by the POC and/or the Commission If n c •0 0 06 • 6 6 •Comments ••i•6• Archived •6666• 0000 •666• 6!6 •• 6666 •6666• • Product Manufacturer JEL.D-WEN V 6:% • •• Address/Phone/Email 3737 Lakeport Blvd • • i•••0• ••6••• Klamath Falls,OR 97601 • • • • • (800)535-3936 •!••• • 6 6• 0••••0 fbcl@jeld-wen.com • • • Authorized Signature Janet Gerard fbcl@jeid-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory CSwinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management institute, Referenced Standard and Year(of Standard) Standard Year TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/15/2012 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsI�3Gvui5H... 6/1/2015 t Florida Building Code Online Page 2 of 2 Date Validated 08/28/2012 Date Pending FBC Approval Date Approved 08/29/2012 Date Revised 04/15/2015 Summary of Products FL# I Model,Number or Flame Description 11136.1 Steel,Steel Edge in Wood Frame 3'-0"x 6'-8",Opaque,Single Door,In-swing Limits of Use Certification Agency Ce tate Approved for use in HVHZ:Yes FL111}6 Ri C CAC 1\1I014233 6-8 adf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date••• Impact Resistant:Yes 08/31/2016 • • Design Pressure:+80/-80 Installation Instructions• • 0000 ••••• Other: LLI113E R1 II DC997 • Verified By: National Atxreditation&Managanien!iratltute •• Created by Independent T1r#mop:,". •• • ••••• Evaluation Reports !�••••• • • Created by Independent Thi r ••••• 1136.2 Steel,Steel Edge in Wood Frame 3'-0"x 6'-8",Opaque,Single ba !Out-swing • ••• Limits Certification A •••• •••• •••• gassy Cert f;cite • • • pprov�for use in HVHZ:Yes FI�1 t'36 I�1 C CAC NI01 3 64.odf •••• ••••• Approved for use outside HVHZ:Yes Quality Assurance Contra Jirltion Date • •• Impact Resistant:Yes 08/31/2016 }r • • • Design Pressure:+80/-80 Installation Instructions• • • • 000000 •••••• Other. F 1 1;6 R1 II DC99700.f.REV4sPDF • • Verified By:National Accreii1itatift 1'l ManagenientWiLitute 0••••• Created by Independent Thira AartyT • • • • • Evaluation Reports I •• • Created by Independent Third Party: 11136.3 Steel,Steel Edge in Wood Frame 3'-0"x 8'-0",Opaque,Single Door,In-swing Limits of Use Certification Agency Certilficate Approved for use In HVHZ:Yes F411!16 R1 C CAC 1\11_01:232__3-o f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2016 Design Pressure:+61/-65 Installation Instructions Other: FL1 133 R II DC9970-1IS CV4.PD_F Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Thud Party: 11136.4 Steel,Steel Edge in Wood Frame 3'-0"x 8'-0",Opaque,Singl Door,Out-swing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLi__1_u R1 C CAC NI(11S--O.izpi Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2016 Design Pressure:+61/-65 Installation Instructions Other: EL1.1.I 36R1 [t DC9970 OSREV4.PDF Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Basis Panxt Contact us::1940 North slonroe Street,Tallahassee FL 32399850-487-1424 The State of Florida is an AA/Eeo employer.Cnpyrmht 2007-2013 State of Fiorid&::Privacy Statement::Acca llty statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response Iola 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 queadorts,pte a 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 entad address if they have one.Tice emalis provided may be used for official communication with the licensee.However email adtlresses are public fecord.If you do not wish to supply a personal address,please provide the Department with an email address which can be made avauable to the pubs .To determine if you are a licensee under Chatter 455,F.S.,please click berg. Prrodduu7ct Approval Accleppttst vc titin�r5. �, r http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgttaGs�p3Gvui5H... 6/1/2015 A. ® Steel -MAX, FRAMF WI 6'8"&6'O"SINGLE OUTSWING OPAQUE STEEL36" O.A. EDGE IMPACT STEEL DOOR IN WOOD FRAME 37.75" OA MAX- FRAME WIDTH- 36" O.A. O 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT MAX, PANFI WIDTH 2010 BUILDING CODES INCLUDING "HIGH VELOCITY D�q HURRICANE ZONES HVHZ REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY C)0: U) TO TRANSFER LOADS TO THE STRUCTURE. d LIZ N 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE Ld w B 0 D LLD NG OR STUCCO. _ _ $ 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. Ld 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: -FOR 6'8"WOOD FRAMES - SEE TABLE SHEET 1 = w M Y rn d J d 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE w O AS PER ASTM-E331. a 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR 'tlVF¢'. p O Va a o O s o OUTSW(NO IMPACT STEEL EWE DOORp O m cNo + Q !Common to ati hams conditions) DOOR LEAF CONSTRUCTION: m g GG1l i Face sheets: 24 ga. (0.020' minimum thickness, Galvanized Steel A-525 commercial Quality - AKDO per ASTM 620 with °p minimum average yield strength Fy=26,240 pal. a ddd Core destan: E�p�nded polystyrene with 1.0 to 1.25 lbs. density, by JE1D-WEN. OVERHANG �I a Panel Construction: Steel face sheets glued to expanded �a polystyrene (EPS), with steel top and bottom rails and 6'-8" HE7GHTZ steel st9es with a wood lock block reinforcement. The 8'-0" HEIGHT hinge stile contains a MDF board for added hinge support i �Y OUTSWING OPAQUE STEEL IMPACT DOOR (X ; Frame Construction (Both Frame Tons): The head jambs VIEWED FROM THE EXTERIOR U= and side jambs aro mortised, butted and joined using (3) (SHOWN FOR CIARliY OF VIEW) ' In poo z x 2"wire staples. A bumper threshold OUTSWiNG p v o threshold was uniti9zed at the sill. An o tianal aluminum G D �y ADA threshold is available. P A y v D a JCC NOTE:PRODUCT HAS NOT BEEN RATED FOR WATER INFLIRATION.IF AUTHORITY HAVING Z O O Q AMSDICTION REOURES THATPRODUCT MEETS TM RECAMMMENT,PRODUCTSWILL BE USED WHEN INSTALLED AT LOCATM TABLE OF CONTENTS PROTECTED BY OVERHANG SUCH THAT tN n N.- DESIGN PRESSURE RATING OVERHMO 01QRATIO-OHLENGTH ON C,0 0 SHT# DESCRIPTION HEIGHT Is a 1.0 1 GENERAL NO7ES &TYPlG4L B EVAAOWS - - rn o 2 VERTICAL C SECTION &SILL OF MATERIALS *wI+EW watER alFamATlon m1ERE WATER M�dmaTrox •• ••• • • • • • •• 3 VERTICAL C. CROSS CT10N REOUIRDENT IS NEEDED Rtvu�414T Is nor feWEo • • • • • • • • • o o o 4 ANCHORING LOCATIONS& D • • •• • • • • ! 5 JT COMPONENTS 6*8" (X) +80.Opsf* -80.Opsf* +80.Opsf -SO.Opsf ••• ••i •• ••• i • •• DATE, 07/19/07 SOME AR5 nrotE��R IIELt MH t/AlER R&D PATIDN 8'0" (X) +61.Opsf* -65.Opsf* +61.Opsf -65.Opsf on.BY. Ad df5 TPA DE9GN aRESSURE OF+m PSF 000 • ••• • • CHIC BF S. Saffefl f MUSS 91 DESIGN SIM TA%E TD RIGHT . DRAWING No.: wHESS Us=nm f$Lar swL BE QSrALLm AT LacwtoN PRafmm • • • • • • -• • • By OVERT allo Susi THA1T OdF9?f1AtdG R4Tm(ON) s off LENGTH/aH HEIGHT • • • • • • • • DC9970 BREATEtt THAN to •• • • • • • •• • • • •• • •• • • • SHEET 1 OF ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • s• •• ••• • • ••• • • IONMATER kQ�� 1 LATCH JAMB 9 I 4-x 4 9416- PONDEROSA F.J. PINE PINE 2 HINGE JAMB 1 f 4"x 4 2476- PONDEROSA F.J. PINE PINE g 3 HEAD JAMB 1 9 4 x 4 6 16'PONDEROSA F.J. PWE PINE 1' MIN. c m 4 4"x 4'B HINGE 1 a..097"HAGER \w 5 9 X 1" PFH WOOD SCREW HINGE TO DOOR) SIEEI 6 x 314-PFH WOOD SCREW HINGE TO DOOR STEEL 7 8 x 2 1/2- WOOD SCREW WITH 1.15 MIN. EMB. lN70 BUCK STEEL p 1 8 #10 x 2-PFH WOOD SCREW STEEL 9 ITEM NOT USED - m O 2 10 i 2'x 5.0"ADA EXT. ALUM. THRESHOLD MODEL 6063-T5 ALUM. ~ 11 HIGH DAM BUMP THRESHOLD BY IMPERIAL ALUM. U 0C J 3 12 1.0' 'OUTSWING BUMP THRESHOLD ALUM. IQ N 13 ICOMPRESSION WEATHERSTRIP SCHLEGEL Q-LON QDS 650 FOAM I� 9412 x 3"PFH WOOD SCREW STEEL W Y 95PFH WOOD SCREW STEEL " 16 FACE SHEET 24GA .020 THK. MIN. GALVANIZED STEEL STEEL 9\ X Q a^ e g 17 x 2-PFH WOOD SCREW STEEL W h x Z I °p N= 18 TOP RAIL 1.73 x 1.21 x 0.021 THK Sim 'M k 0 d 0 13 2 y � 19 BOTTOM RAIL 1.73"x 1.21'x 0.021'THK) STEEL f 8 6 w .. 20 SIDE STILES 1.73'x 1.21`x 0.021 THK STEEL N z �_: �E 21 WOOD LOCK BLOCK 1.67 x 3.0 x 18.75 WOOD o 0 C.D 22 STRIKE PLATE Fu 23 1.21" DF BOARD MDF a �w 1.75" MIN. V = 2 24 1.69'D VINYLRE rz= PANEL THK. w w 25 WOOD LOCK BLOCK f.67'x 3.0"x 11.75 OOD w 26 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. DEN. BY JELD-WEN FOAM `1c�c� EXTERIO 1 RIO 27 KWIKSET SERIES LOCK 200 OR 660 'tl ' 28 YALE HERITAGE SERIES DEADBOLT - ,'M� a 29 LATCH SCREWS #8 x 1 l 2"PFH WOOD SCREW STEEL } XX 1 30NOT USED W ;• WODD BUCK WOOD 31 }2 19 p p EXTERIOR m INTERIOR 32 112/X 4"MAX. SHIM SPACE WOOD a a Ig 1 X E'n o 0 0 ro 1 z 1� Lo to 19 R ENTER OR 16 rn co 10 z •' 1 4 �w �cd g 1" MIN. 7as �i e N as 1' MIN. 1 �w 7 I I r U] •N • •I i M1N.:i i i t�"�1" MIN. 1" 0 0 N 1" •• • • • ••• • /{ VERTICAL CROS —SE TION 2 ^G NOTES: W • • • • • • • • OPTIONAL HIGH DAM BUMP THRESHOLD o OPTIONALLY, ANCHOR CAN BE PLACED IN NARROWW: 07 t9 07 1 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM P ® 6TfcnL C OSS—SECTION � Nm EMBEDMENT IS ACHIEVED. OPTIONAL ADA BARRIER FREE THRESHOLD 2 : • i® i i : a i cxx W.. S. Saffell AT SILL, PLACE ANCHOR 1N SILL BASE MATERIAL FOR °Rows M. MAXIMUM SUPPORT. •i i• • i i i• • •• • • D0970 see 0 SHM 2 OF 5 ••• • • • • 0:9 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1/2" MIN. EMB. I 1 1/4' 27 INTERIOR 1/4" MAX. SHIM SPACE-1 � 7 1/2" MIN. EMB. Q 7 II Z C) 16 16 26 \� 7 m 1316 13 f Z¢ �zi 20 L z d o m MM CL _ / //j// 17 a 26 23 5 1 1/2" MIN. EMB. 20 27 _ 31 32 22 EXTERIOR 4 32 � 31 m � 36" MAX PANEL WIDTH o 37.75" MAX. FRAME WIDTH �o _ 0 a n. HORIZONTAL CROSS SECTION 36" MAX. PANEL WIDTH 3 ®® ED � o O ®® 1311 sss� go see 0 �� �� ®®® • • •.: ••• : : •.• mae 071907 SCALE NIS all ON .01 DROM nroa • • • • • .• • • DC9970 • •• • • •• • • • bee 0 • • •• • sir-L of 5 or 0:0 • • • • • • • • • • • •• •• • • . •• .• ••• • • • ••• • • A SEE DETAIL E 6- 6' I- 8 9/16" 8 9/76" 3/4" m 6" _ 1 1 SEE DETAIL E W 9 1 16 77 1'-0 I/4" 4' S, 2'-2" m I ^ _ I N M 9 7 7 sf k 1'-0 I/AY 7 2' 9 1 1 P. 7 1'-0 1/4Q 9 1!116 T1P � g �� SEE DETAIL F — B 7'-0 7/4" SEE DETAIL F 2'_2" 9 116" I o�iim ZdI s 1 /16" A � 7 _ B r—o 1/a" c c _ ... � DI'P� o 61» P s" F-- 6=1 6" h- IL ELI DOOR DOORS VIS OM THE DOOR _ uZ`�i tt. 0 6 94 0 � 6 co �D O1 O h 8 ••• _ C7 • • '� • a • • • • • • • • •• .o- Z RETAIL E H(NGE •• •b A!t.•F• • • • •• DAA: 07/19/07 TO JAMB AND STRIKE PLATE TO JAMB SGME NTS DOOR On.f: JWJ ••• •:• ••• •�• ••• ••. ct�.ac S. Saffell •• • • • • • • •: i•i W9970 • •• • • •• • • •• sir 4 aF 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —{ 1 3/4" � i 3/4 co il--' oC �-—4 1/16' SID AOOR BO7TOM RAIL m (,"ZOUTSWING BUMP THRESHOLD 18 20 STILE 19.021" MIN. GALVANIZED .021' MIN. GALVANIZED STEEL a STEEL W Y jE 2" o� oS 4'— -Wir^irna 1 3/4" 714 ''' COMPRESSION WEATHERSTRIP 4, 5 1/4" -I SCHLEGEL Q-LON, QSD 650 �1OUTSWING HIGH DAM BUMP 90 A ALUMINUM THRESHOLD THRESHOLD MODEL 6063-T5g BY IMPERIAL 1 3/16" $ Wd F O O QuQa o �- 2 3/16"-� al WOOD JAMB MDF BOARD 7 2 82" & 94" L I� 3 FlNGERJOINTED PINE —I 1/16" �HAGER STEEL BUTT HINGE 4 'x 4" x .085" THK. STEELz zo 48 M 1 11/16" 1 2� RQ n� S i •i i i ii i \�\\�� 8 6:o DIA. VARIES •• ••• •• • • •• \\�\\� DATE: 07119107 WITH \��\ �. a.,". MTS HARDWARE \\��\� B,BY, JWJ USED • cmc.er: S. Saffell 25 WOOD LOCK BLOCK • • i • • • 0 0 0 0 u�u NO- 1.67" x 3.0" x • • • • • DC9970 11.75" •• • • • • • • �i • •• • • •• • • sir 5 or� ••• • • • • ••• • • • • • • • • • • • • NOTICE OF PRODUCT CERTIFICATION F�CnF/cgT , �a��P, �LtBE. fay Company: JELD-WEN Doors Certification No.: NI011233 3737 Lakesport Drive Certification Date: 08/14/2012 x Klamath Falls,OR 97601 Expiration Date: 08/31/2016 Product: DoorCraft Opaque Steel Edged Door(w/Wood Frame) �t'�c£,4rtw�4�60,4 Specification: PA 201-94/202-94/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Opaque 3'2"x 6'10" +80/-80 2.86 psf Yes CTLA65OW Single Max Panel Size:3'0"x 6'8" w/Kwikset 700 Latch&Deadbolt&ADA Threshold Qualifies Configurations:X X O/S Opaque 379x 6'10" +80/-80 12.0 psf Yes CTLA650W Single Max Panel Size:3'0"x 6'8" w/Kwikset 700 Latch&Deadbolt&Endura 4566A Threshold Qualifies Configurations:X X I/S Opaque 312"x 6'10" +80/-80 2.86 psf Yes CTLA65OW Single Max Panel Size:3'0"x 6'8" w/Kwikset 700 Latch&Deadbolt&ADA Threshold Qualifies Configurations:X X O/S Opaque 3'2"x 6'10" +80/-80 12.0 psf Yes CTLA650W Max Panel Size:3'0"x 6'8" Single w/Yale Heritage Latch&Deadbolt&Endura 4566A Threshold Qualifies Configurations:X X O/S Opaque 352"x 6'10" +80/-80 12.0 psf Yes CTLA650W Max Panel Size:3'0"x 6'8" Single w/Kwikset 700 Latch&Deadbolt&Imperial High Dam - — Threshold •• •• • • i • • Qualifies Configurations:X •• •• •• • • • •• National Accreditation&Management Institute,Inci(472g.George Washington Memorial Highway/Hayes,VA 23072 'del► (8p4)68g-$124/Fax:k854;6$4-5122 •• • . • • • • •* i e NAMI AUTHORIZED SIGNATURE: . . . . . . . . . . ... . . . ... 0 FOWLER ENGINEERING HARPER RES OPENINGS: B MIAMI-DARE 29 NW 94TH ST MIAMI-DADE COtJNTY MIAMI SHORES,FL PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) i"vw-miamidade.eov/uera/ ECO Windows Systems,LLC 7955 NW 770 Ave Miami,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Veloci Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. •••• .APPROVAL DOCUMENT: Drawing No.W12-0$,titled"Series 600 Alum Outswro Entj•ance sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last Wjr&gAon JAU28,3012, -••••• signed and sealed by Javad Ahmad,P.E,,bearing the Miami-Dade County Product CqutrAApproval stamp witt....: the Notice of Acceptance number and approval date by the Miami-Dade County Prod ud.Gontrol SpW94. ' MISSILE IMPACT RATING: Large and Small Missile Impact ResistantIsimit • a . ...... 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or ',qAW0.loor DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not toe *ed'3l"' - - 0960:6 2. Laminated glass types Gland G2 are limited to.090"DuPont's PVB and glass type G34s limited to Insulatdd...: Iaminated glass w/.090"Solutia interlayer. -Ogg • LABELING: Each unit shall bear a permanent label with the inanufacturees name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0402.03 aM Fagg 8 t Expi>`ation Date:July 19,2017 ` ' ' ppraVal Date., my r9,-2 Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.y',sheets I through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-12-33579 HETI-12-3358, HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16-26/12,all signed and sealed by Rafael E. Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by.Rafael E. Droz-Seda, P. E. Ole C. CALCULATIONS '• • ' 1. Anchor verification calculations and structural analysis,compWbowith FBC-2010,;•••.; prepared by Al Farooq Corporation,dated 03/30/12 and last rek4sa4 on JtIpe2&,2012•••• signed and sealed by Javad Ahmad,P.E. see* Doe" • 2. Glazing complies w/ASTME-1300-02&-04. '••*•• •••• .. .. .... ...... D. QUALITY ASSURANCE • 1. Miami Dade Department of Permitting,Environment,and R.egulatsry AffM"TPERA),•••; E. MATERIAL CERTIFICATIONS .. • 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours& Co.,Inc. for their"Butacite 0 PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12, signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiation Date:July 19,2017 Approval Date: July 19,2012 E- 1 i I 1/8"HEAT STREN'D. CLASS 43 /16"HEAT STREN'D.GLASS I � .090'INTERLAYER .090'MTERLAYER a BUTACITE PVB BY'DUPONT' BUTACITE PVB BY'DUPONT' Z 118°HEAT STREN'D.GLASS 3/16'HEAT STREN'D.CLASS 0 p F � F k' SILICONE k' SILICONE pp is DOW CORNING 899 DOW CORNING 899 U J 28 a 28 m 14 8 m e I � 1 I pl I � \� // SETTING BLOCKS AT LAM.GLASS D REOD.FOR WIDTHS EXCEEDING 36'ONLY. —" NOTCH GLAZING BEAD LEG TO .I GL4 �� ASS TYPE 'GI CLASS TYPE 'G2CLEAR eLoacs' J $ J m 1/8"TEMP.GLASS y 8/16"AIR SPACE 25 ${ 1/8"HEAT STREN'D.GLASS .D90'INTERLAYER SAFLEX IIIG BY'SOLUTIA' m 1/8-HEAT STREN'D.GLASS O o M k' SILICONE f3 DOW CORNING 898 Z $ 26 ST.STEEL fy METAL SPACER m 18 8 36 SILICONE SERIES 600 ALUMINUM OUTSIYING ENTRANCE DOOR // SETTING BLOCKS AT INSUL.LAM.GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS c SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. DODRS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION 1 RESISTANCE IS REQUIRED. c o m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE-ZONE(HVHZ) Vc`. . ISY OR 2BY WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY •• ••• • • • • • •• • • • • • • • • • N , TO TRANSFER LOADS TO THE STRUCTURE. • • •• • • • • • .. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS •• • HI:E 00 41 4ATED FOR LARGE &SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ERS•ARE IMOT 42EQdtllED. bry,A,,POB 70862, S ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE •• ••• C.AN. 36 NOT PART DF THIS APPROVAL. 8 ' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT • ••• ••• 000 ••• ••• .�,a.2 12 drawing no. COME INTO CONTACT WITH OTHER DISSIWLAR MATERIALS SHALL MEET THE • • • • • • • .�,., W12 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. • • • • • • •• • • 'T1 •• • • • • • • • • •• • • •• sheet 1 of g • •• •: ••• •t• i• •• 39 3/4"MAX. 78"MAX. u 8 FRAME WIDTH _ FRAME WIDTH 1 HEAD&SILL ANCHORS N STILE ENDSZ( TI 3'O.C.1A 12° 'dI9"MAX HES 9"MAX. HEADHEADCORNERS A SIU. COR ERS [AT ` SILL 3 � Ir LL it / II / \ ViViVi C =--n7 u nOUII 11 LOCK OPTIONS ==b=^=== LOCK OPTIONS �___�-___ > SEE SHEET 7 / �7,rT \101 y�, \\II N `\ it i // jy��CjrA•{ v I 11 V!Ld \ \ / AMN ACTPoE I INACTIVE I ACT. Z SURFACE APPLIED SURFACE APPLIED7 3 W w g FALSE MUNTINS OR TB 19/16' FALSE MUNTINS OR 26 15/18" 28 19/18° DECORATVE GRILL D.L OPG. a DECORATIVE GRILL 4L OPG. D.L OPO. io MAY BE USED MAY BE USED NOTE: 37'MAX. 37'MAX, EGRESS RECUIREMENTS TO BE REVIEWED LEAF WIDTH LEAF WIDTH BY BUILDING OFFICIAL, (x) a (Xx) DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOUBLE(XX) NOTE: MDR mms. LAMINATED GLASS DOOR DIMS, LAMINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME LEAF FRAME EXT-(i SVT.(-) FRAME LEAF FRAME EXT.(+) INF.(-) AND FLORIDA BUILDING COMMISSION ro WIDTH WIDTrI HEIGHT WIDTH WIDTH HEIGHT DECLARATORY STATEMENT DCA05-DEC-219 o e 39-3/4" 37" 98' 70.0 75.0 76' 37" 88 70.0 79.0 g O 4. B •• ••• • • • • • ♦• GLASS DIMS. • • • • • • • • • D.L.O. HEIGHT = FRAME HEIGHT - 11.12151. • ••• • ••• ••• Fn9r:'VA AHM40 a O.L.O. WIDTH (X DOORS) = FRAME MOTH -12.81 • ••5 ••• . • •• FLA Or ,7�g92 g D.L.O. WIDTH (XX DOORS) _ (FRAME MD"- 22..411/2 ca.N.�3$ B • • ••• •• '000 •• drowic n • ... •�U�, 8'. • • • . 2012 W12—Q8 •• • • : � •• • • • sheet 2 of 9 ••• • • • • • • • • • • • • • • • • • DESIGN LOAD CAPACITY- PSP 748^ 4 H SIDELOES WITH SINGLE OR DOUBLE LEAF DOM FRAME t6OTH 1.1 (SEE NOTE BELOW) HEAD&SILL ANCHORS w SIDELITE SIDELITE WPTRODT WITH AT STILE ENDS FRAUVADTH HFRAME EI REINFORCING REINFORCING 12• CLUSTER OF (4)AT 3.O.C. O 4)ANCHORS INCHES INCHES EXT.(+ INT,(-) EXT.(+) IM.(-) 3e AT HEAD/SILL 12` - 24 70.0 75.0 70.0 75.0 5•MAX MAX' a _-. TYP. HEAD 30 70.0 78.0 70.0 75.0 HEAD/SILL F _ A SILL 38 82 70.0 75.0 70.0 75.0 ��� 37 70.0 79.0 70.0 75.0 42 1 81.7 68.1 81.7 88.1 n 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 i i i i / i t \ yYry Qat 36 88 70.0 75.0 70.0 75.0 37 70.0 79.0 70.0 75.0 42 81.7 88.1 81.7 88.1 It t1 19 24 70.0 75.0 70.0 78.0 30 92 69.8 88.8 70,0 75.0 _ JB 64.1 84.1 70.0 79.0 �fy- 37 63.3 63.3 70.0 76.0 Ili I I i i _ 24 37 98 5823..34 5,.3 70..00_ 75_..00 7.8 57. 703fo i�1( iIH%i . 36 1 700 .D__�_78 / N 52A 70.0 75.0 REINFORCING W n ,111 AS READ. '� I` SEE CHART ii ii\ i i ll!s. T N� EI C \ I M C• B I \\ l i // 5! I Z im;- I -- I - --- MACTFVE I I ACT AIE $ Z w 0 a� 4 L le SURFACE APPLIED yUj g SIDEUTE WIDTH DOOR FRAME WIDTH FALSE MUN71N3 OR S2 3/4` 26 19/18' 28 19/18' DECORATIVE GRRl O.L.OPG. D. OPG. O.L.OPO. ro MAY BE USED 37" DTH LEWI NOTE: S8)ELI7E FRAME WIDTH AF FOR DOORS CAPACITIES SEE SHEET 2. V76*MAX. FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME WDTH o LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. OXXO) •Mb UluL Ms. m D.L 0. HEIGHT (SIDELITE) a FRAME HEIGHT - 11.000" yo ` D.L.O. WIDTH (SIDFII ) a FRAME WIDTH _ 4.438° _ - -- e• oleo • • • • • •• •• • • • • ••• • EW 8A AD ANMAD eti u • • • • • • • •CN5 •• oleo •i •• • • •• FIA,•P:�.E,P7M7 g cA NOTE: g GLASS CAPACITIES ON THIS SHEET ARE y o • *WED ON ISTM & 00-04 3 SEC. GUSTS drowin no. • ••• • • AND FLOFI�0DDA•B&.D$G COMMISSION , ,IUPt. 012 9 •: : • CtCLAgATDJ SZf TWENT DCA05-DEC-219 ��Z-OS • •• • • • sneet 3 of 9 oleo • • _ • • • oleo • � • • • •• •• • •• •• • • oleo • • y 9/18•MIN. TYPICAL ANCHORS EDGE DISTH 18Y OR WOOD BUCK 4. u THROW BOLT EDGE DIST. SEE ELEVATIONS _ W06D SULK 1,PENETRATION FOR SPACING • NOTE SHEET i SMETAL TRUCTURE M • EDGED EDGE DIST. Z �p >.I! I Ok a i 1 ^7Tii CAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS I I FOR SPACING FOR SPACING FOR SPACING J ------------- _ 1II1 MIAMI-GAGENCOUNTY CUPPED LION A APPROVE011111 iiSEE SEPARATE � i1 II I`--------- �GOPTIONS I-C--ANCHORS --SRdS� MS1 li U T 1 W FOR SPACING a^D 0 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WNDOWS p o W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z H AND TRANSFER THEM TO THE BUILDING STRUCTURE. W W� � TYPICAL ANCHORS: SEE ELEV.FOR SPACING — I '`ON (Fu-177 KSI,Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DU DIRECTLY INTO CONC. OR MASONRY Mkwei ReEeR aaa91 4 7a 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY j 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) © 78 i i 29 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") 1 -aM-METAL STRUCTURES _ Fye 25 e + i 1 ALUMINW ;oIdyl 7�iK!MI (��((ll6 -TJ MO.) ----- - - DOOR DETAILS L (STEOL IN CONTICTN" AJUMJ{NU6d TO BS PLATED OR PAINTED) L J •e • • • ••• •e Ems:JAVAD AH0" a o :._:.:__::_•_-:::::,::..1,::..:,:::. • TYPICAL EDGE 116TA�IC6 • • • e cnm ., • F A PE,�7oJs2 g INTO LSNCRAIPIAND MONRY+ 2-1• •/2"•MIN. INTO WOOD STRUCTURE = 1' MIN. g FYPICAL ANCHORS INTO METAL STRUCTURE - 3/4" MIN. EDGE DIST. FOR SPACING NS CONOLETE WAP READ, Se �t JJ Yc �•30W PSI• drawing no. ,OW MIN. JU}d,2 8,2011 THROW 8TIO C-20 ow AK AT WAMB f'r#�*04 P 1 MIN. 1 W�2-0a PENETRATION - •• • • � � �• • • • sheet 4 of 9 1/4-MAXI MAX. SHIM © CONECEALELVERS AT 5SH BOLTS OD SHIM a �. 3 18Y 0 TYPICAL ANCHORS <tltl00D BUCK F u7 a SEE ELEV. € FOR SPACING t6 ACTIVE LEAF u 26 13 -- 24 �' a TYP SEE ELT.ANCHORS FOR SPACING 23 W gg� fa 25 'EXTERIOR �• �° s a D.L.O. METAL LEAF KIDTH N STRUCTURE SOCK n -. SINGLE DOOR FRAME YADTH SEE SHEET 7 7 � N 1/4-MAX. W LOCK OPTIONS SHIM ��U117 N 1/4-MAY, SEE SHEET 7 f XS SHltd CONCEALED FLUSH BOLTS E CONCEAI,Eo'U.BOLTS ANCHORS 3 LEVERS AT INSIDE FACE OF 5111E LEVERS AT STILE FACE 2B WOOD � Z i I, i TYPICAL SEE ELEV.••... NOTE UREEET Z 5E FOR SPACMC 16 INACTIVE LEAF ACTIVE L&AF O I iS O 26 i3 26 n 24 } O EgSg1 1 26 TYPICAL ANCHORS G 5£E AC 19 9 D.L.O.. PAC O. 11 10 D.L.O. FOR SPACING LEAF WIDTH EXTERIOR LEAF WIDTH • • • • • R 0,PtAME WIDTH - •.• •.i •Go •.• 0 t ••• _ .f�AM ''' •� f Flu.Pc'.��7os92 g cA:N.'�7°: k m . ... . . . . • • • . . . .• • • • drowin no. .. 9.. . • . • • • DOOR DETAILS •.• • •. •• 0.0 ••. • • • • • • • • • • • •• •. • • • •• •• 0 TYPICAL ANCHORSSEE �� w FOR SPAC114G ELEVATIONS �I EDGE e Z ro g 2 VV a 1110 A � � GLAZING OPTIONS REINFORCING SEE SHEET 1 #12 SMS 18 AS REDD. W 1/4'MAX• O AT 5'FROM ENDS Q SEE SHEET 3 0 111A AND It"O.C.MAX 8 3 � • I WWF is r is Z_ �' W •s 2e W rn� I _ 1 I 1 TYPICAL ANCHORS •. I-- SEE ELEV. _. t FOR SPACING 14 15 25 Oi ._ D.L.O. t9 4 EXTERIOR LEAF WIDTH SIDELITE MOTH DOOR FRAME WIDTH y— _ a •• •• •�__ 1_._. • t1MT FRAME WIDTH O • 0.: • • • • � Cj ••• •••• •• •• • • • •• I� !!Z- Ener.aAvVnretaD , lY�u�i F CAFEJt 7058� - FOR •• •• •• •• ru mac.�_ CAL ANCHORS • • ELEVATIONS •• •EcIST. ••• • •SPACING • ___�SIDELITE DETAILS N 1538ti��2U1 4tlW' ra1wi2ng—0no8. sheet 6 of 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART® REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMAIM LL v W 1 ES01 - DOOR FRAME HEAD/SRL 6083-T8 - 2 E602 - FRAME COVER 6063-TS - N ____._— --- --._.------ co 3 E603 - DOOR FRAME JAMB 6083-T8 - 4 E804 - SIDELITE TOP&BOTTOM FRAME 6063-TS - 4A E628 - SIDEUTE 9"BOTTOM FRAME 6063-TB 5 ES08 - SIDELITE FRAME JAMB 6083-T6 6 ESO6 - SIDEUTE SUP ON JAMB 6063-TB 7 E607 - LEAF TOP&BOTTOM RAIL 6063-76 7AE625 - LEAF 9"BOTTOM RAR. 6063-T6 - Q 8 EON - LEAF TISTRIP ADAPTER 6083-TB - (� 9 E509 - LEAF HINGE STILE 8083-T6 - yry� 10 E8t0 - LEAF LOCK SDLE 8083-T6 - �(�n d 11 E611 - LEAF ASTRAGAL SRLE 6063-T6 - v�j 49 iA6 12 E612 - LEAF ALIGNMENT BRACKET 6063-TB - LL 13 E613 - LEAF CLAMP 6083-TB 4-1/4'LONG 13A E613 - HINGE BACK-UP PLATE 6083-TB 12"LONG oils,0 14 E814 - GLAZING BEAD(5/18°LAM.GLASS) 6063-TB 14A E10o OLAZING BEAD(7/18°LAM.GLASS) 6063-TB - 15 E015 - GLAZING BEAD(INSUL.GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E013 - BOLT SUPPORT 8063-TS NOT SHOWN 18 AS REG O. SGXiUTE MULLION I INFORCING 6063-T6 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. „ 20 F81202 - FLUSH BOLT LEVER C._ SULLIVAN&ASSOC. LOCKS+ 21 FBR814SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN&ASSOC. W OPTION B1: 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS ACTIVE LEAF; 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 39 Q O M 4 POINT LOCK ASSEMBLY OLO1-6007 BY'INTERLOCK USA INC' 24 - - 3/6"DIA.TFIREAOED ROD STEEL - C (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PILE WSTRIPPING WOOL ULMWAS Z 1/2"DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E20618-KN-3020 - BULB W'STRPPDIG SANTOPRENE EPDM AT HEAD AND SILL Z THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS 27 E2D6 GLAZING BEAD BULB SANTOPRENE ULTRAFAS y�� LOCK LOCATED AT 42-1/2"FROM BOTTOM 28 - - GLASS SPACER StUCONE FRANK LOWE RUBBER 00. g W�uj u INACTIVEAF; 29 E022 FLUSH BOLT CUP NYLON - �� 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' 30 DLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2'DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DL01WB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL 33 /10 X 3/4" 2/ADAPTER FH SELF DR41M SCREWS THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS LOCK LOCATED AT 42-1/2'FROM BOTTOM 34 .. 2/LITE SETTING BLOCK, 1/4"X 1/2'X 4"LONG EPDM AT 6'FROM EACH END,DUROMETER 68tB 38 - 2/LITE SETTING BLOCK, 1/4'X 3/4'X 4'LONG EPDM AT 6"FROM EACH END,OUROMETER 65*5 OPTION A2: u ACTIVE C CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY*MKSEY LOCATED AT 39-1/4'FROM BOTTOM SEALANTS; KEY OPERATED ON EXTERIOR AND THUMB TURN ON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTERIOR THROW BOLT LOCATED AT 44-3/4"FROM BOTTOM ALL JOINTS TS AND AD JM5504 SEALANT. y CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' 1/2'X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SRA. MANUAttY OPERATED LEVERS MOINTEO-OI-STILE FACE •• 00. — -_ _• • • f• _— -—_ _-_.- _—. a LOCATED AT 10-5/8"FROM TOP AND BOTTOM • • • • • • • • • LOCK FASTENED TO STILE WITH(2)@8-32 X 1/2"FH MS 3"1/2"X 7-5,0"X.122"'UK.EXTRINDEN AWM JONGG a 1� PART @FD-t07 BM SLILLIVA4f&AESO& • • •e• • INACTIVE LEAF: 3 HINGES PER LEAFO • • • • • • • • ; ,JA •o CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC! BOTTOM HINGE XT-10-1 f4e&OM dbfTOM • • • •• �r CVG. I 1/2"X 2"THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4'FROM TOP FLA PE 70862 g HEAD AND SILL CENTER HINGE AT WDSPAN(38"O.C.MAX.) ClkK , S MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH @10 X 1"FH SMS OF LEAF STILE LOCATED AT 10-5/8'FROM TOP AND BOTTOM (5)SCREWS A HINSE&ALE • ••• • • LOCK FASTENED TO STILE WITH(2)#8-32 X 1/2'FH MS (6)SCREWfAT"AMCJAMB : 0 0 0 : droW�ng no. NOTE:LOCKS MUST ENGAGED DURING • •e • • •• • • • Sheet 7 Of 9 PERIODS OF HURRICANE WARNING. ••• • • • •• • ••• • • • • ••• • • • • • • • • • • • • --- t .62 .803 1.04045 .ao3 010 .8�3- 12 Z n 1821 .ole C 1 4.031 1.047 1.172 F� , 4.780 ¢q I•�-2.062--�1 tq GLAZING BEAD GLAZING BEAD t5 GLAZING BEAD 1/16`GLASS 7/18"GLASS MStIL GLASS f1' �• t DOOR FRAME HEAD/SILL 8 a 107- 1.507 V 4.000� 1.507-4 q�� 8M Q� 7 LEAF TOP/BOTTOM RAIL �5 4.719 [T'F 41 .078 3.719 .07a Q 4.781 .078 1.750 1.507 . 8.250 1.900 4.000 I 7.931 �.312 � W LEAF HINGE-STILE 5.344 082 -1-507 pl� 9 a LEAF W'STRIP ADAPTER061 r waa ao 1.750 4.000 O .094 lirICOde 2. 3 p M a Q pM p� SIDELITE TOP & BOTTOM FRAME t Iso I I I � 2.081 1.51 110,7 Imo--1.790�•I 'J� .442 .-��`�._ 1 /) rZ�z .078 .J29 -3 �vd w�19"'I�•`Lw4 S 079 7A 9" BOTTOM RAIL t' 0 v ^ 1.812 t0 LEAF LOCK STILE -1,507-1 LEAF ALIGNMENT BRACKET a8t p- �7�1 0 2 FRAME COVER 5.344 ---� .078 .378 Imo--6-87-�f r :ij, 2.081 .tag = 050 7 1.507 129 3.781 °y� Y 31- 3.719 I IIII I .078 j .154--IM- It 4.000- d tJ LEAF CLAMPL $ is SNAP COVER LEAF ASTRAGAL STILE L 9.000 HINGE BACK-UP PLATE =m- m o 1.500 1.500 aza, 1.450 � .625 .719 •• •- • • • • • •• I -[ .719 SIDELITE MULLION REINFORCING °< • • • • • • • • .078 Eop:.dAVAO 4.000 4,000 1.825 4.188 ,.1'u, 7012 •,t` g .078- y0g7 ••• �� �S• • • • • • • • • .078 Browing no. • • 4.040 JUN.,2t 2012 W12-08 -�• • O • • • •• • • DOOR FRAME JAMB s SIDELITE FRAME JAMB••• • SIDELITE 96 BOTTOM!9RAME• s SIDELITE SLIP ON JAMB sheet $of g 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U 72 22 W _N Q Z$ / / Q �00%� a� DOOR FRAME CORNER n SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER $mM 0 ►� 12 \ o Y�1 AfS�)w 6�t p� p i Ob,! til 1 •d •• ••• • • • • •__ •• _ __. Cg • • • • • • • • JAV iA lug •a •• •••• •• • • • •• C i CAN 7c$92 yyo • ••• • • • •• • • 9 i i 0 i i 0 i drawing no. '• • • •• • a�2012 W92--08 DEAF CORNERCORNER 000 0• ••• •• ••• ••• sheet 9 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 FOWLER ENGINEERING OPENINGS:6,8 HARPER RES 29 NW 94TH ST MIAMI SHORES, FL MIAMI•DADE MIAMI DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidadLgov/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(AHD). 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 thisroduct or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series "Eco—Guard 500"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-05,titled"S-500 Alum,Outswing Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,prepared by A,l.•Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade�ouplyProduotogu&roi •••• Revision stamp with the Notice of Acceptance number and expiration date by the lt9'ianli—DadplGgttnty •• . 0000.. Product Control Section. 00.00 •0 0 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •,,•,• :0-0-: LABELING: Each unit shall bear a permanent label with the manufacturer's"ne or lags,*city, stafa,:•• model/series, and following statement: "Miami-Dade County Product Control!.:% ofd*d", upt@5 therwM0•• noted herein. 0000 0000.. RENEWAL of this NOA shall be considered after a renewal application has blen'filtd and therp.has bepp,„. no change in the applicable building code negatively affecting the performance of this-product•0••• TERMINATION of this NOA will occur after the expiration date or if there h;§been a revls'iote(t 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 y the manufacturer or its distributors and shall be available for inspection at the job site at the request of tl Building Official. This NOA revises NOA#12-0223.27 and consists of this page 1 and evidence p ge E-1,as well as approval document mentioned above. The submitted documentation ryas reviewed by Manuel Perez,P.E. t' NOA No.13-0206.07 rMIAMIDADECOUNTY Expiration Date: May 19,2016 Approval-Date: ay 02,2013 ,h 2611 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.WII45,titled"S-500 Alum. Outswing Casement Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/23/11 with revision C dated'01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202--94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203--94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagi am.of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3140,HETI-10-3141,HETI-10 3142,HETI--10-3143 and HETI---10--3144,dated 12/29-30/10,all signed and sealed by Candido F.Font,P.E. (Subinitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,com lyin.g with V9U-V- 7....... prepared by Al-Farooq Corporation,dated 03/01/11,signed 6Ud%oled by14*y*ad • Ahmad,P. E. (Submitted underNOA#11-0309.06) �..... '..' ....:. 2. Glazing complies with ASTM E1300-04 •• •• • D. QUALITY ASSURANCE "" ••••• 1. Miami-Dade Department of Regulatory and Economic Reso c &*kER� 9000 • •• • *00:0: E. MATERIAL CERTIFICATIONS • . . . . . ...... 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPontD N moues IT% Inc. • for their"DuPont Butacite®PVB Interlayer"dated 09/08/1'1;expiring,6n:l'$/11/16. • F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Subinitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27,issued to Eco Windom Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Casement Window-L.M. approved on 05/03/12 and expiring on 05/19/16 k7 ,- Manuel Pett-,P. . Product Cont rolExamin r NOA No. t3 . 7 Expiration Date: May 19,2016 Approval Date: May 02,2013 E-1 44 U 37" 6,8 WINDOW WIDTH 35" VENT WIDTH !Q FALSE MUMNS 29 3/8" 1/8"TEMP.GLASS (SURFMAY BEPUSE� O.L.IPC. mTj gge 3/8°AR SPACE L O 41/11* ' 'D.GLASS 1/8'HEAT STRM'D.GLASS 0 t v YER 090 INTERLAYER B BY'DUPONT' BUTACITE PVB BY'DUPONV T STREN'O.GLASS 1/8'HEAT STREN'0.GLASS _ II / 0 NE Q¢. SILICONE / �� Z y 1 CORNING 899 F DOW CORNING 898 / II sills ttk� m I W 20 r I. SETTING BLOCKS AT INSMIAM.GLASS 8 II NOTCH GIAZINO BEAD LEG TO CLEAR BLOCKS Ld GLASS TYPE 'A' GLASS TYPE 'AA' 8 POINT LOCK 'S GLAZING OPTIONS w;nx 7'MAX HEAD HEAD/SILL ram LOCKING POINTS SILL CORNERS g Z SEE CHART WOW.HEIGHT NO.r TYPICAL ELEVATIOKEEPN W g U'TO AT SASH y 28" 2 O 38-3/8, 3 50-5/or 4 ECO—GUARD SERIES-500 it s ALUMINUM OUTSWING CASEMENT WINDOW `0l3 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM D=LOADD :7� 1 Ell COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER (FOR SIZES SH $ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI–DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. o -. THISpR011UCT HAS BEEN DESIGNED ANn TFCTFn TO COMPLY WITH-THE •• 000 0 •. • ♦ • a•--. __ � - -_ - &&& s 3'0 0 REOIAREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • • ` c HURRICANE ZONE(HVHZ). • • •• • • • • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER • •• • • • • ••• • SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. ••• ••• 9.: ••• • • ••• E 4WD A1D= 7, q ^�'' PRODUCTRBVLSBD T3 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS FHn.pE%'70582 as mnVlYinS with Om Flo EMBEDMENT TO BASE MATERIAL SHALL BEYOND WALL DRESSING OR STUCCO. 38 Ba�Cce No 0 $` ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 'ret[on Date NOT PART OF THIS APPROVAL, ••• ••• t�j'Ec • T� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD OILY.• • • • • :GLpSS:C41ACITIES ON THIS SHEET ARE ' ! drom�— •• • • • • • • &%EDs 0tH ASTM E13DO-04 (3 SEC. GUSTS) 9 P,201 COTER INTO INCLUDING BUT NOT LTHERIMITED TO STEEL/METAL SCREWS,THAT • •• • • •• � p-QMDA BUILDING COMMISSION J W1 1-05 REQUIREMENTS OFF THENTACT EFLOORIDA BLDGC1ODE SECTION 2003.8.4.0EET THE ••• • • • •DECLARATORY STATEMENT DCA05–DEC-219 sheat 1•ot 6 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TYPICAL ANCHORS �u WOOD BUCK FFOORR SPACING METAL TYPICAL ANCHORS __ _ _ IyI - STRUCTURE SEE ELEV. _ — FOR SPACING Fr-- -----------— 1 .'.d ' .a ° 'a . NE COUNTY APPROVED 'd IMULUON&MULLION ANCHORS .aSEE SEPARATE NOA �I t Q II I Ir �. I I 7 ILol—A a I Q n VG 1 g&Q� 2 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. Q $ 5 FOR" OR SPACING FOR SPACING Nil LL Z 1j il WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV.FOR SPACING � V MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. TAPCON_BY 'ITW' (Fu-120 KSI,Fy=92 KSI) I AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. ULTRACON BY 'ELCO' (Fw177 KSI,Fy=155 KSI) Vl INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/e' MIN. PENETRATION INTO WOOD a THRU IBY BUCKS INTO CONIC. OR MASONRY p 1-1/4' MIN. EMBED INTO CONC. OR MASONRY wn DIRECTLY INTO CONC. OR MASONRY p o r c 1-1/4' MIN. EMBED INTO CONC. OR MASONRY Z Z 3LL 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Z INTO METAL STRUCTURES STEEL : 1/8* THK. MIN. (Fy = 36 KSI MIN.) U'w ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) vI W o'er (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o 012 SMS OR SELF DRILING_SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') S (NO SHIM SPACE) O 13 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. �43` INTO WOOD STRUCTURE = 1' MIN. R 2 INTO METAL STRUCTURE = 3/4" MIN. v © CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. m r 10 16 _ C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. i • • • ♦ I • • •• ••• • —A' Eng,JAVAD AHMAO PRODUCT REVISED e 9 CML -complying WiO the Maddo >. d. ..• SPE 9 70592 Build'mg Code N Acceptevoa No •..� A .:.._ o "' 'miion Data TYPICAL ANCHORS LE/ • • • • • •.. t iFfP1 �V6N0�a 0Y O A'• °' ; .I. SEE E . • • '•1 • • EEI.EV! Mieati a¢Product Control, drawing no. FOR SPACING •:OR J 15 X093 W11-05 •• •• YfQOD • ••• • • s •• • ah•at 2 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4e Max m - 1/4"MAX. tt SHIMS 1/4'MAX. Z 3 SHIM © s O C 18 4 8 12jjf a TYPICAL ANCHORS g $ TYPICAL ANCHORS p SEE ELEV. 2BY WOOD BUC ty g SEE ELEV. FOR SPACQ•tG FOR SPACING __��_____-SCREEN OPT. -________—_____ o W STRU G P METAL STRUCTURE - _ _ - - - - __ Q Jay t S7 •-a. , WOOD SUCK TYPICAL ANCHORS EXTERIOR LI:l FOR SPACING D.L.OPO. -� VENT 1'ADTH J WINDOW WIDTH � W 4 aMM-DADS COUNTY o M SEE OVEDSEA TE dO ri TYPICAL ANCHORS SEE ELEV.FOR SPACING O d' ^ _ WrnW0 I 1 II II II II I I Ito 11 II 11 II 1� L---J 3� �$3 /'lWDOW WIDTH WWW VADTH •• •••—f- • 0-4v- 00 r••• ••i +•i ••• t t •.• ErtJr.JA AD MAW rm O�YI(RvAth tkelkft A RA. CAN. As92 •aeepta=NG J - Dy8 Expiration Date r6 $ ' •i• BY Ily • i ••• •t i ••r ••• Mta+n+ ade PraductCo • • • • • • • • • kof drOWing n0. •.. • . • •• • sheet 3 of 6 i•• • • • • •.i • • • •• •• • • • •• •• ••• • • • ••• • • 0 METAL STRUCTURE TYPICAL ANCHORS 11 I.SI MI—DADS COUNTY APPROVED I 1 /-p EE ELEV.FOR SPACING SEE SEPARATE NOA ANCHORS MILLION&MULLION 3 Ais is 1 is p a ALT. p}I c7 Qo 0��Da tYPICAI.ANCHORS TYPIcnL ANCHORS Q b e! SEE ELEV. SEE ELEV. FOR SPACINO FOR SPACING O tj N O F F, 4 3r NOM O 1/4•MAK SMS ALT. t 9 iS U:to w • � Wrn� � 'D e' O C q TYPICAL ANCHORS ° € SEE ELEV.FOR SPACING TYPICAL ANCHORS SEE ELEV.FOR SPACING ° •4 �g • • • • • • • • • C<m AIX. • • •• • • • • '• 1 19 • •• • • • • ••• • > •• 88:I;ALATION•D1 r&i WITH FLUSH FRAME ADAPTER Ear.JAVAD ANNAD PRODUCr REVLSW •° g3 FLA PE 70992 0 complying with the Florida 3 DtdWft Code k. CAN. S39 AceePlenaeNo G� • ••• • 0:0 • • !ix iredon 2 d( 8 v • • • • • • • • • Dy • a P'° •• • • • • • • •• • • Munni Produot trot% drawing rw. .. . .. 1 2A1 W11-05 ••• • • • •• sheet 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.750 ICBM PART® QUANTITY DRSCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �r 1 E501 4 FRAME HEAD/8AL/,IAM0 8083-T6 - 4J/ .500 2 Em 4 VENT 6083-T8 1.330 3 FY108 AS REQD. GLAZING BEAD(LAM.GLASS) 8083-T8 - Z 3A E505 AS READ. GLAZING BEAD(INBUL LAN.GLASS) 8083-T8 - 0 4 F508 AS REGO. SNUBBER-VM FULL LENGTH 6083-T6 - 4A E509 AS REOD. SNUBBER-FRAME,FULL LE6083-T8 .078 2.821 5 E5Q6 OPRONAL SCREEN FRAME 6063-15 -NGTH (� 1.893 7 #10 X 1-1/4" AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS YZ. 8 E203 AS REGO. BULB WEATHERSTRIPPING.OURCUETER 65 SANTOPRENE ULTRAFAS 9 EZD3 AS REGO. GLAZING BFPD BULB,DUROMETER 65 SANTOPRENE ULTWA13 E 10 35.12.00.400 2/VENT 4 BAR HINGE,AT TIN+AND BOTTOM STEEL TRUTH,INSTALLED WITH(2)/10 X 5/8"SDS vi VVYVy QQQ 17 13CM92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH Q O g �1 FRAME HEAD/SILL/,IAMB t2 - 8/VENT KEEPER STEEL �YY- V co d¢3j 13 - 1/VENT ROTO OPERATOR ZAMAK/STL TRUTH Q, 2.354 14 PSM-SS 2/CORNER FRAME/VENT CORNER KEY Sr.STEEL - �z 1.33D 15 FY120 AS REOD, FLUSH FRAME ADAPTER 8083-78 OPTIONAL t8 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 X10 x 1-1/4" 2/SKATE FH SDS SKATE SCREWS 18 �8 X S/4' AS REGO. FH SMS SNUBBER SCREWS M PAIRS 2'APART,PAIRS SPACED AT 7-3/4"O.0 � 2.684 18 - 2/UTE SETTING BLOCK,3/18"X 3/4"X 4"LONG NEOPRENE AT 6"FROM EACH END.DUROMETER 65 � V .062 .372 a.813 FLB-50 - GLASS SPACER- 1/8'HKRi SILICON£ FRANK LOWS �„ .719 .590 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH t58a� SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. r 2.688 VENT ol o6a LOCKS: z— o'A .519 500 69 AMULTIPOINT T FRAME JAMB LOCK SYSTEM #13096.92 BY 'TRUTH' 3 LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL d FASTENED TO JAMBS WITH 2 .803 ( ) X10 X 5/8" SMS. 045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES rn W O1� is FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. O EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.047 1.750 STAINLESS STEEL KEEPERS X31964.92 AT VENT 0 GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS .483 SEE CHART ON SHEET 1 FOR QUANTITIES is .Iso 1.750 HINGES: C s 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' $ LOCATED AT TOP AND BOTTOM CORNERS 493 FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS ®GLAZING BEAD (INSUL. LAM. GLASS) 1a CORNER KEY ZNGLE ARMCROIQ DPE tATDR 25'C13�12 BY 'TRUTH' D FAI LOCATED Ad•*SILL • • ••• • F�NEQ WITIi•(6r�tO X91 9P VH SMSP Ilk- RA. .las 245 TtACIP�30175 AT�BO1T01d�RAIL Ft'gr.dAVAD AHNAD PR0Ut1C1'RBVLSSDFASTENED WITH (2) #10 X i" P PH SMS PE 70592 D wmplClm%Vhh��b ' CAN. °� 7 .780 tao .780 I20 A��4D�1oe14o! d k �I II —F •AN!'I►+SAG SKATBI*• f•''4aLL��}}•� e�PL,aH•Duat4 Ot 1.256�l • VINYL*=-SAO,SITES!Y 'M&y PjSTtS'• r • • ) Al* OCR SNLE•AT 00.3/44 FROM•TOP/BOTTOM RAILS 5 20� I"lim t1B�ucat trot drawing no. 1) Al TTOM*%4 AT 540 FROM�LDCK ST1LC Wl 1_005,1 ® SNUBBER -.VENT ® SNUBBER - FRAME EACH FASTENED WITH (21 #10 X 1-1/4"P FH SDS. sheat 5 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U I O W 14 0 C h 14 CNS / 7 0 ca iL N 00, I abE 7 I 0 gl - I N I , w Z�ij o� 0 a0 U'�w 0 VENT CORNER FRAME CORNER cmc^ • •• • • • • ••• • • • • • • • • • • '-RODUCr REVLUD •• 000 •• • • • •• �9�ar,lia0 .B complying with tW FWda I3 ° FIA PE 1 70592 BnUding Code C.aN. 38 AcceP,enea lVooZQ p, Ezpirelioo Date O{(o • •.•• • ••• • • a • • • • • • • • • uomi ado Product drornng no. .. . . . .. . . 95201 .. . .. • . W11-05 aheei 6 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ' FOWLER ENGINEERING OPENINGS: 1, 2, 7,9, 10, 11, 12, 15, 16 HARPER RES 29 NW 94TH ST MIAMI SHORES, FL M IAM I-RADE MIAMI--DADE COUNTY 0 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) a»vw.miamidade,Qov/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)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling WindowLL.M,d• •'. .• .•.... APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horix.Jtplling •• Wdw.(L.M.I)"sheets 1 through 7 of 7,dated 02/24/09,with revision D dated 020NV44p prepare4 by:Al- .•.... Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Nami*Ba;e County Preduct • Control Revision stamp with the Notice of Acceptance number and expiration davily,t4e Miaw-.Qgde • County Product Control Section. •••• ••••• ...... .... ..... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .. .•• •*00* • •••••• LABELING: Each unit shall bear a permanent Iabel with the manufacturer'q or logo, city, state, • model/series, and following statement: "Miami Dade County Product Control ApprovW",u4W%ftherwile•••• noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and'tPe$gas been • no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#13-0206.03 and consists of this page 1 and�vidence 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.14-0317.01 MI Mt0920 E CotJN . Expiration Date: May 27 2019 '�/ Approval Date: April 10,2014 i Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 C dated 02/06/14,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 201--94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung Nvindow,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI -7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294 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 d'XjC3)Zalumi a-gjA horizontal sliding window,prepared by Hurricane Engineerjng,&•ZestinApkfc.;Test....:. Report No.HETI-08-2226A,dated 01/15/09,signed and seafed;yCandido•F. Font,.. *a e • . • • P.E. ...... .... . . (Submitted under NOA#09-0312.08) g•• •.Goo•.• 3. Test reports on: 1)Large Missile Impact Test per FBC,TASX L-94 •....• •...., 2)Cyclic Wind Pressure Loading per FBC,TAtX03-94 .' along with marked-up drawings and installation diagram of ff XOX alumQuyig. •••• • horizontal sliding window,prepared by Hurricane EngineeAg rTestingiInc a Test.... Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Can(iVF;Font, P.E. (Subinitted tinder 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. (Sitbinitted under NOA#09-0312.08) r Maftuerperez,P E. Product Contr Eta ner NOA No. 1 - 317.01 Expiration Date: May 27,2019 Approval Date: April 10,2011 E-1 T . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBWV ED B. TESTS(CowmuED) 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 2411 3.2.1,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 Candida F.Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS�01-94 2)Cyclic Wind Pressure Loading per FBC, AS 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-08-2228B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitter!under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 *see 2)Cyclic Wind Pressure Loading per FBC,'f AS 2Q3-94••••0 ••••;• along with marked-up drawings and installation diagram of a XOX alumir�W- •. 999 9999.. horizontal sliding window,prepared by Hurricane Enginccrir89g• .f esting,.113c.,.Test. • Report No.HETI-08-2229,dated 01/15/09,signed and seale&by.Candido F.Font, :•••6: P.E. 9999 ..9096 9999. (Submitted under NOA#09 0312.08) 04:09: •••• ••••• 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 110 P94 ••0 6 6.6•• 2)Cyclic Wind Pressure Loading per FBC,'fA3 2V3-946 6. .•6,;• along with marked up drawings and installation diagram of aXOX alunriM 6 horizontal sliding window,prepared by Hurricane Engineering•&testing,Irle;Test:•6 6• Report No. HETI-08 2230A,dated 01/15/09,signed and sealed by Candido F.•Font, P.E. (Sttbtnitted under NDA#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 tinder NOA#09-0312.08) Mai a fere P.E. Product Cont I E miner NOA No. ' -0317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 02/24/14,prepared by AI-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. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. . for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,February 24,2014,signed and sealed by Javad Ahmad,P.E. •••• 2. Proposal issued by the Product Control Section, dated 03/2�J 3, signttl•by Jairht• Gascon,P.E., Chief,Product Control Section. ...r. .66600 .. . 000000 069.60 0 :Goo*: 0000 G. OTHER •••••• 1. Notice of Acceptance No. 13-0206.03,issued to Eco Windowo5ystems,):Ld for their-:•- Series"Eco-Guard 200"Aluminum Horizontal Rolling WinddV 1 Z.M.L 0Rproved:::: on 05/02/13 and expiring on 05/27/14. • 0 . . . . 0000.. 6 . . 0000.. 0. . 6 ... 0 Manuel Pe z, ..E. Product Control xam' er NOA No.1 7.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-3 72" WINDOW WIDTH WINDOW WIDTH ((���`Ymu N _ 3 1/2"MAX. Ip- q• j 3 1/2"MAX. 4^ 10 5/8"M. m[`j CORNERS I I HEADSILL F F C RD/SILL HEAJDALL A 9a $ CORNERS A CORNERS in $ x a i' D i / i' E z �p�p �� it /i I� i1 /i Ii v , - Ir I -ir t "�3 m -==4--=-r-'- ---'r--'.�`'-- $ W Np N H -4 FALSE MUPITINS fpLSE tAUNTWS N _ (SURFACE APPUE01 31 1/4" 32 3/4' �P�O� 32 3/4" 32 3/4" � MAY BE US D.L.OPG. D.L OPG. MAY BE USE D.L.OPG. D.L.OPG. 35 3/9" 36 7/8' 1,11,12 w VENT MOTH VENT 1"D ECO-GUARD SERIES-200 TYPICAL ELEVATIONS ALUMINUM HORIZONTAL ROLLING WINDO�Y o n DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 2,9,10,15,16 CHARTS SHOWN ON SHEETS 2. �a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE - THESE WINDOWS ARE RATED FOR LARGE & SMALLMISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER U r w SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING W rn TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. O EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8"HEAT STREN'D.GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8"HEAT STREN'D.GLASS 1/B"HEAT STREN'D.GLASS 5/16"AIR SPACE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY y� 1/8'HEAT STREN'D.GLASS HURRICANE ZONE(HVHZ). $ B •080"INTERLAYER •080"INTERLAYER WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER pP C' BUTACTIE PVB BY'DUPONT' SENTRYOLAS BY'DUPONT' .090'INTERLAYER LOADS TO THE STRUCTURE. n` 5 yT BUTACITE PYB BY'OUPONT ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS v 265; 6G 1/8'HEAT STREN'D.GLASS 1/B'HEAT STREN'D.GLASS 1/8"HEAT STREN'D.GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SILICONE SILICONE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE r NOT PART OF THIS APPROVAL. c m DOW CORNING 898 [>• DOW CORNING 899 GE SCS 2000---F -GE SCS 20M -SILICONE. - - --- •• • • • •• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. H $S s 2i m > Z • • • 0 6 0 0 0 $ m a • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT c tD fe 22 m$• 2 • • ••• • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 0 Z3 • • • • REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. o m a m •• • • • • • Engr.JAVAD AN6tW PRODUCT REVISED pNl d 2 23 r 3 a9 coalPlyiogwilhtho Plortda IFLA-PE 03aM2 Bonding Code o Aweptanw No 10 10 • • • • a 1: Bxpi »Delo Gf°1 CARDIIIU.XL • . • • GLASS TYPE 'A' GLASS TYPE 'B' EDGE SPAM + • • •9[TT NO BLOCKS AT INSUL.LAM.GLASS �;, hlitmi ade Produet Cmllroi ? drawing no. ST.STEM &AS?API7�. 'C'•• N•TCN GL07JNG BEAD LEG 000 • 9 0 •*TO CLEM BLOCKS 009—12 GLAZING OPTIONS sheet � of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF(XO,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF(XOX SIZES) ��@8 N W 0 1D'ANF. WITH REINF. W/0 REINF. WITH REINF. W/0 REllVP. WITH REINF. 1 - GLASS TYPE CLASS TYPE GLA83 TYPE GLASS TYPE GLASS TYPE GIA88 TYPE GLASS TYPE GLASS TYPE MMF TYPE tl1 WINDOW DIMS. A 'A' 'B' 'C' WINDOW LIM. A 'A' 'I' 'C' WINDOW DIADS. A 'A' 'I• 'C' Y WIDTH HEIGHT EM.(+) IM.(-) EXT.(+) INT.(-) EM.(+) IM.(-) WIDTH HEIGHT EXL.(+) WT.(-) EXT.(+) WT.(-) EXT.(+) IM.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXL.(+) 1M.(-) EXT.(+) IM.(-) 26-1/2• 4 70.0 80.0 80.0 80.0 74• 26° 9 704 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 a 37" 26• 4 70.0 80.0 60.0 7,9,10 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 87 53-1/8' (3) 6 70.0 80.0 130.0 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 O 74" 8 70.0 80.0 80.0 90.0 70.0 BO.0 74' 9 70.0 80.0 804 90.0 70.0 80.0 74' 9 70.0 BOX 80.0 90.0 70.0 80.0 38-3/8• 38_3/g. 26-1/2' 4 70.0 MO 80.0 90.0 70.0 80.0 106-1/4' (3) 12 704 80.0 80.0 90.0 70.0 80.0 106-1/4' (3) 12 - - 80.0 90.0 70.0 80.0 N 37' 38-3/8• 4 70.0 60.0 .0 15 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 ry 0 W en�j 53-1/8' (3) 8 700 .0 80.0 70.0 80.0 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 74' 50-5/8° 9 70.0 80.0 80.0 90A 70.0 80.0 5 ' 50-5/8' a 74" 0 70.0 80.0 15 70.0 90.0 106-1/4• (4) �12 70.0 80.0 BO.O 90.0 70.0 80.0 (4) 9ic 3n C 26-1/2• 4 7D. 80.0 NO 70.0 80.0 111° 12 70.0 B0.0 0.0 11,12 0 80.0 74• 63' � W S 9 70.0 70.0 80.0 90.0 70.0 aoA 37• 50-s/8• a 70.o eo4 Bo.o so.o Tao 80.0 7a• 9 70.0 70.o Bo.o 90.0 70.o B0.0 (5) 53-1/8' (4) 6 70.0 a"- 80.0 3 0 70.0 80.0 106-1/4' 65• 12 7 B0.0 82.6 70.0 80.0 72' 9 70.0 80.0 804 90.0 Tao Boo �_to�¢g' 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 111° () 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 60.0 26-1/2' _ 4 70.0 80.0 .0 70.0 804 72• 9 70 .0 70.0 80.0 98" (2) 12 70.0 80.0 BOA 80.0 70.0 80.0 iu e1 t 37" 63 4 68.9 77.5 80. z 0 70.0 80.0_ 84' 24' 9 70.0 80.0 80.0 1 70.0 80.0 1o8° 12 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8' (5) 6 70.0 70.0 80.0 90.0 70.0 80.0 96' (2) 12 70.0 80.0 90.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 B0.0 O 74• 8 70.0 70.0 80.0 80.4 70.0 90.0 10B" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 BOA 80.0 90.0 70.0 80.0 N 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• (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 84• 36' 9 70.0 80.0_ 80.0 90.0 70.0 80.0 1o8• - - 00.0 90.0 70.0 80.0 (Q 48' 22 6 70.0 80.0 80.0 90.0 70.0 80.0 96' (3) 12 704 80.0 60.0 90.0 70.0 80.0 72' 9 70.0 80.0 804 90.0 70.0 80.0 60° O 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' (4; 9 70.0 70.0 Bo.O 90.0 70.0 80.0 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 1. 9 70.0 80.0 80.0 90.0 70.0 80.0 Be" 12 70.0 704 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 004 70.0 80.0 Be 48• 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60' � 38" 4 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 (5) 9 70.0 70.0 80.0 9OA 70.0 80.0 n m 48" 3) 8 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 A= NO. OF ANCHOR PER HEAD&SILL 0 on - 80" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 72• 9 70.0 70.0 S0.0 90.0 70.0 80.0 ( ) N0. OF ANCHORS PER JAMB � Z�LL 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 Be 60' 9 70.0 70.0 80.0 904 70.0 80.0 y 24° 4 70.0 80.0 80.0 90.0 70.0 80.0 96' (5) 12 70.0 70.0 80.0 90.0 70.0 80.0 O,p J 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 f o8' 12 70.0 >0.0 �.0 87.8 70.0 BOA D 8 83 48• 44r(4) a 70.0 80.0 80.0 90.0 70.0 80.0 A= NO. OF ANCHOR PER HEAD& SILL t 4W 1 2Y , {a) (/ ) (/ A (1/aNj 60' 8 70A 80.0 80.0 90.0 70.0 80.0 ( ) N0. OF ANCHOR PER JAMB 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 ` 24' 4 70.0 80.0 80.0 90.0 70.0 60.0 38° 4 70.0 80.0 804 90.0 70.0 80.0 48• a) 8 704 70.0 80.0 90.0 70.0 80.0 (1/31'!) (1/3W) (1/3W) I c $ 8 60' 8 70.0 70.0 804 90.0 70.0 80.0 �. �, 1 O 72' B 70.0 70.0 80.0 87.6 70.0 80.0 OPERATING VENTS TO RE 1/4 OF THE WINDOW WIDTH f? V Fj A= N0.OF ANCHOR PER HEAD &SILL � 'XOX' m g Eej3 () = NO. OF ANCHOR PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NATE: °' ffi c m�vr� GLASS CAPACITIES ON THIS SHEET ARE % $a S --- - - •• ••• • • • • •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) drj - - �- •• i i • AND FDECLAAO IDAORY STATEMENT T MMIS DEC-219 � • •• • • • • e•• • •• ••• •• • • • •i EW.JAVADAHIAND PRODUCT REVISED a B FLA PE 74882 DWI'Iudt6lhaFlodda S LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS OLD WIDTHS CJIN. 39tdb � *C.., ALL•W"0,�2(+) L(�AS•WWN 0Ij THIS•SHEET AREnulon'XO OR OX' FOR WINDOWS WITW ADD-ON RISE& AT RRAWE SILL Q t j{B7 drown no. Fd%•.TD. :ILL 4(NQ RISER LIMN E)�TI+j LOADS TO 67.0 PSF �I � 9 SE€•.NEEM} FOR•gLTAIL-• ••• ••• {( L J W09-12 o sheat Q of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (] 0 �`n w tom, TYPICAL ANCHORS UCK � a WOOD RI SEE ELEV.FOR SPACING METAL TYPICAL ANCHORS ._ I STRUCTURE JSEE ELEV,FOR SPACING d; '4- •. MNMI-DADE COUNTY APPROVED m ."4 v e .".d:.v MILLION&MULUGN ANCHORS 3 d° < SEE SEPARATE NOA I C` �oo s �. Pj 19 1 9 4��� L7 SEETYPICAL ELEV.FOR SPACING SEE E EV. FORRSPACING LL WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (j o WEEPHOLES. TYPICAL ANCHORS. SEE ELEV.FOR SPAaNG W1 = 3/8' X 2-1/4' WEEPHOLES AT EACH END Ifo' DIA, TAPCON BY 'ITW (Fu-120 KSI,FY-92 KSI) ai AND 37' O.C. MAX. 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI) 0 SEALANT: INTO 28Y WOOD BUCKS OR WOOD STRUCTURES z LL o a 1-1/2' MIN. PENETRATION INTO WOOD ALL JOINTS AND FRAME CONNECTIONS SEALED WITH d JOINT SEALER. THRU 1BY BUCKS INTO CONC. OR MASONRY 0 OM m z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z r� DIRECTLY INTO CONC. OR MASONRY $z 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 0:•O m x v 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) $ W;;'7 0 INTO METAL STRUCTURES L STEEL : 1/8'THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) `o" to is is INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') I' (NO SHIM SPACE) +; 2 K N TYPICAL EDGE DISTANCE t8 dc ° INTO CONCRETE AND MASONRY = 2-1/2' MIN. t3 10 g r NTO WOOD STRUCTURE = 1' MIN. q 8^ ^ INTO METAL STRUCTURE - 3/4"MIN. - °• - A � - 1 a �VW •• • • • • ce • s $ssS y `O • • • • ♦ •M e. H CONCRETE AT HEAD, SILL OR JAMBS f C -3000 PSI MIN. a m u 5 • • • •• • C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. • S d - •• Eng..JAVAO PRODUCT REVISED d ° FLA.PE M/L 70592 -compl�YLhthaFlorids Building•� - .. 6 ° .. tz CAN.'SWt? AcapfW=No rn .' ' } Rx hetion Delo 1 a 8 1 TYPICAL ANCHORS • •. ••' • 1TYRC4LL•1{NClAORv ! ,�. . . DY ° ,a SEE ELEY. • ° • 19Y • • • SEL•dW. • • t,,,,�, t riill:d Mimnf ProductCouUol drawing no. FOR SPACING •�wo0 SBjICK • •• •FOR�11CW01 : / w+ .•• • . • •• . U W09-12 sheet 3 oT 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4"MAX. �u 1/4"MAX. SHIMS ® N SHIM © O O ELEV HORS217 $ FOR SPACING Z 0TYPICAL ANCHORSSEE 17 a fSEE �. FOR SSPr�G = - 25 °- tE 2�XG11 o n o U - 23 METAL 17 STRUCTURE SCREEN OPT. �- 20 -;- � Q< 8 17 J. ISY 4 STEEL REINFORCINGWO ; AS REOD. 11 12 WOOD D BUCKS SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT TYPICAL ANCHORS SEE ELEV.FOR SPACING V 1/4"MAX VENT WIDTH VENT VIDTH - 1/4-MAX.SHIMS SHIM D.L.OPG. D.L.OPG. � 2 O 8 O 7 TYPICII.ANCHORS N SEE ELEY. 17 LFOR SPACING Z3 » 20 $ XR LEIN - - _- ----- -- -- _ --SCREEN OPT -SCREEN0 ___ O 20 n� -� pa a 4 B 17 O i t 12 O.L OPG. STEEL REINFORCING WOOD BUCKS AS REDD. ° EXTERIOR WINDOW WIDTH SEE SHEET 2 FOR CAPACITY ° v � XOX LAYOUT c g u6yg�d qg� MIAMI-DADE COUNTY 8 iS APPROVED MULUON TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV.FOR SPACING - - - -- - •�' $SSU • • o •• - - - •• Er*-JAVAD AHMAD PRODUCT R13VWED _ CML mwmPiYingwith ftPimida CA.N.3578 2 pui eAp�tmuo oN •'031 D�n dsd u �. �` - -- • • --�--��C�EEN OPT. • � 4tpimlion Doto "w•'1� 9 $$ 0 5 • • t ry}.., By O • • • • • • • • • • r, ..{ } aJ •• • •• • • • t•a�dr 'i �r+•a;'#'t c%"11ProduMMi WINDOW WIDTH WINIPW VADV 00WIN Contn drawing no. �,- shoat 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 2.750 1.067 ITEM PART B QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4 W 1 FY201 1 FRAME HERO _ 6063-T6 `W 3/10- I I 2 M02 I FRAME SILL 6053-76 - � a 500 .715 3 FY203 1 SILL TRACK INSERT 8063-T6 - O j 813 1.434 N ` iv 4 FY205 AS READ. MOV.FRAME JAMB 8063-T6 .062 � ��® 5 FYIOI AS READ. FIXED FRAME JAMB 6063-T8 01 1.718 II 6 M04 l/VENT FIXED MTG.RAIZ. 6063-T6 �� V 3.249 .082 � 1.140�I 12 11 7 FY105 1/VENT VENT INTERLOCK 6063-1`8 a _ FY206 1/VENT JAMB STILE 8483-T8 - 'r Q VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/VENT TOP AND BOTTOM RAIL 6063-T6 - r .813 10 FY108 AS REGO. CLAZWC BEAD(LAM.CLASS) 6063-T8 - z' .519-�^--� �{ .130 10A FY110 AS REGO. GLAZING BEAD ONSUL LAM.GLASS) 6063-T6 I'7 1.140�1�-1.810 1'250 '�--I I � II -� 11 - AS READ. REINFORCING BAR STEEL - �6 .719 .045 .046 .803 12 - AS READ. REINFORCING BAR STEEL - ga O FRAME HEAD ^ 2248 13 FY204 AS RTEOD. ADD-ON SILL RISER W63-T8 USE AS REOD. 1.140 -f 1.047 14 FY208 4/VENT ROLLER HOUSING&GUIDE CELCON - �y .062 15 FY209 2/VENT ROLLER BRASS 1.1401.610 19 f0 GLAZING BEADS 16 FY210 2/VENT ROLLER PIN ST.STEEL - 17 is X 1' AS REGO. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SIAS 1.344 18 BB X 3' 2/PENT FIX.PAIL SILL SCREWS(SILL END) CRS P.H.SMS '813 f9 W23181 AS RECD. FIN SEAL W'STMPPiNG - ULTRAFAB L ® JAMB STILE 20 WOOT190 AS READ. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB,DUROMETER 6515 V) 2.083 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB,DUROMETER 6515 W 3.876 ,078 2.501 1.250 23 FL8-80 AS REGO. CLASS SPACER SILICONE FRANK LOWE 4 f�!")L Fr_ 24 SL203P 2/VENT SWEEP LATCH - SULUVAN&ASSOC. r a 25 #8 X 1/8" 2/LATCH LATCH INST.SCREW --- ST.STEEL OH SMS Vl�; 1.140 1.340 26 VIA2L 2/WD1V. WEEP VALVE PREFERRED ENG.PRODUCTS 5� 3 40 M m .082 27 - l/VENT 5/16'BOX SCREEN - OPTIONAL 0 pM .500 28 FY120 _ - FLUSH FRAME ADAPTER 6063-TB OPTIONAL Z 3 li NF 1.344 29 - 2/LITE SETTING BLOCK EPOM DUROA�TER 75f5 SHORE A 3::Z 6 M-2.750 Qi MEETING RAIL U w O2 FRAME SILL W � *.2 1314 .2502 1.422202 a�MY .062 �3 SILL TRACK g FIXED MTG. RAIL .500-T1871 .750 c o °-�°g��� _ •• ••• • • • • • •• _ oQm�o .082 • - • r--• • •--• • __ ,062 • • •• • • • • • O • •• • • • • ••• • ••• ••0 ••o ••• 0 0 ••• i •1 Q 2.760 2.812 2812 2.750 2.8� Engr: CML I ------��11 PRODUCTREVISED n { I fl1.PE�y 70592 ild as .with Lha Ftmldg L -pf11- .082 I CAN,3538 UOiMiaa)a N fto•500 -f • ••• • ••• • • rr'� ��}L;��;„ �lon� Dlcf I 1 .769 • • • • • • • • • • Fiji 'i -�{ .874 F� �.es9 ••• • • • • • • • By •• • • Miami mla pwdm I drawing no. IF=--Lse7 1.888 2.611 • •• • • •• • • • k: ✓ W09-12 O4 000 MOV. FRAME JAMB O5 FIXED FRAME JAMB ® FLUSH FRAME ADAPTER `� .J sheet g of 7 008 0 • • • • • • • • • • • •• •• • • • •• •• 900 • • • 000 0 0 t 0 1 od 0 lu FRAME TOP CORNEF2 J VENT TOP/BOTTOM CORNERS v K �r 17 ar M w O O Z 3z Oao� WrnLU� 0 o�� a •• ••• • • • • • •• goo • •• • • • • ••• • •• ••• •• • • • •• E.S,..JAVAQ AlMD PRODUCT RFVLSFD .FRAME BOTTOM CORNER FIA PE 7D592 B l�w18ttmFlmlda CAN. AccePiapoa i<b -0 .L' EX tattoo Dtuc I l E b 18 • • • • • • • • • • ,t V�'5 13y ''f' O t • • • • • • • • • t/,,tt, -f.,..:�Gc+st Miami ePmductC.n ) drowin no. t _f FIXED MTG, RAIL CORNER ••• •• ••• •• 000 ••• (_- 4 Wag 2 sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i FOWLER ENGINEERING OPENINGS: 4, 5, 13, 14 HARPER RES 29 NW 94TH ST MIAMI SHORES, FL MIAMI•DADE KIAIYII-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONON11C RESOURCES MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIYIINISTRATION DIVISION T(786)315-259D F(786)315-2599 NOTICE OF ACCEPTANCE {NOA) www.mlamldade.¢ovleconomv 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-lade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dde County)reserve the right to have this product or material tested for quality assurance purposes. If thi product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and Jhg A1U may immediately revoke, modify, or suspend the use of such product or material within taeir jurlsdia•.t0h. R13a.... reserves the right to revoke this acceptance, if it is determined by Miami-D fie• Alrity Prodwet Control . Section that this product or material fails to meet the requirements of the applicablet."I Cling code. •••••• This product is approved as described herein, and has been designed to complyoA th the Florida.Build4g•..; Code including the High Veloci Hurricane Zone. ." ;...;. 0 - oe DESCRIPTION:Series Eco-Guard 100 Aluminum Single Hung Window 77�,� soots 6.0 6 66060 PROVAL DOCUMENT:Drawing No.W09-08,titled"Eco-Guard Series- 00 Atum.S.Htwdw. •••• • (L.M.L)",sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/0611 WP§red by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Coun �'roduU"rol Revision stamp with the Notice of Acceptance number and expiration date by thpXia =Dade Cour ty •••• Product Control Section. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ]LABELING: Each unit shalFbear a permanent abe with (he manu acturer s name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#13-0206.04 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. CNAMIW coUNTY NOA No.14-0317.02 ... , ' Expiration Date: April 08,2019 04- prova ate: pr ,41.11Page 1 r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 C dated 02/06/14,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 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report 346"•. PTL-7635,dated 12/09/14,signed and sealed by Marlin D.hrinson,P.E 0 0 0 0•• 0000:0 0•• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-04.... •• ••;• 2)Uniform Static Air Pressure Test,Loading:Itk.1+BC TAS.202-94. •...•• 3)Water Resistance Test,per FBC,TAS 2021194•• Goose* • 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202*34 00:000•••' along with installation diagram of a 106-1/2"wide x 76"higx9j!.(;-GuarJ;jeAes 101;;;; aluminum single hung window,prepared by Hurricane Engivaeering&Testing Inc. .• Test Report No. HETI-08-2166A,dated 12/15/09,signed acid seafed by;�a;�i�do F.••••:• Font P.E. • (Submitted under NOA#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. (Sub»nitled ander NOA#09-0224.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 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 ealed by Candido F. Font,P.E. (Submitted tinder NOA#09-0224.07) Manu P.E. . Product Co tijExa Iner NOA . 7.02 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) S. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 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#09-0224.0 7) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 02/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 0 0.0 0 2. Glazing complies with ASTM E1300-09 ' sees """ .. 0000 0 . 0000.. .. .. 000000 D. QUALITY ASSURANCE 00000 0. 0 0 0 1. Miami-Dade Department of Regulatory and Economic Resopre"(RER1.0 0; ;..0 0 0000 00. 0000. . E. MATERIAL CERTIFICATIONS "0"e 0 sees. sees' 1. Notice of Acceptance No. 134129.27 issued to E.I.DaPonjsQe,&mour8 &Co.,Inc for their"DuPont Butacite®PVB Interlayer"dated 04/1143;expirint on I2/11/16,o.:. 0000. 0 0 0 :sees: '�.' 000 .... F. STATEMENTS 0. . : 0 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,February 24,2014,signed and sealed by Javad Ahmid,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Chief,Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.04,issued to Eco Window Systems,LLC for their Series"Eco-Guard 100"Aluminum Single Hung Window—L.M.I.",approved on 05/02/13 and expiring on 04/08/14. U40 Manuel P.E. Product Contr Es finer NOA N 1 317.02 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-2 �u WINDOW WIDTH WINDOW WIDTH 47 3/8" 47 3/8° O.L.O.(FIX.LITE) D.L.O. (FIX.LITE) 0 ' 6'MAX. 12'MAX. 6'MAX. 12"MAX. HEAD HFAD mw HEAD HEAD ml"f, v cofxvERsq 0 (X)RNERS q U m II �� 8� II 11 II ATi II II II 11 II II 11 Q SWEEP LATCHES AT 12-1/2' rM1 0 ;I II Ij FROM ENDS 11 T� fi M v ____�1.___ ____�{____ J7� (z�(Ty1✓j pJ ET II I, V H II 11 11 �i W�i g F m S , I� II II O ro rD � _= II it II II rl� r� ll____31___ N •-• II II 11 Z ii � J m 1 I, II g QC n �D+�1 NO ANCHORS AT SILL FALSE TINS NO ANCHORS AT SILL (SURFACE _APPLIED) CSURFACE APPLIED) OPTIONAL 47 3/8' RI'TIONAL 47 O.L.O.(VENT) D.L.O.(VENT) Z SPRING LOADED LATCHES so :F SO 3/18" AT Y FROM ENDS 50 3/16' 0.-W VENT WIDTH OPTIONAL TO, VENT WIDTH � W Off' SWEEP LATCHES ECO—GUARD SERIES-100 EQUAL LITES m' UNEQUAL L(TES (ORIEL TYPE) ALUMINUM SINGLE HUNG WINDO{P 4,5,13,14 TYPICAL ELEVATIONS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TESTED UNITS CHARTS SHOWN ON SHEETS 2. c 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 o MINA-UADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. c m T#IS PROBUCT--HAS AFFN_DESIrNFn aND cTED TO COMPLY WITH THE _ •• 000 • • • • • •• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY -- - -- •- --- 0 rt •-0 r• -• � •• HURRICANE ZONE(HVHZ). • • •• • • • • • o -- • • • • • ••• • WOOD BUCKS B1'OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • LOADS TO THE STRUCTURE so ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE WINDOWS ARE RATED FOR LARGE & smZt7 MISSILE IMPACT.I ErW.dhVAD wMADPRODUCT REVISED with Flartda � N SHUTTERS ARE NOT REQUIRED. 1 Fu PE mss B� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. d Aucptemo�Np �+-a3t .02 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE MCI !'0�4 mflown 14 NOT PART OF THIS APPROVAL. • 0:0 •• • 0:0•• • • 1` o 'b A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • • x�j MTBY adaPtodut drowin no. •• • • • • • • •• • • S ` 9 MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT •• • •• • • l i U W09-08 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL.MEET THE ••• • • • •• • ,' " REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. Jf` sheet of B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 900 0 • EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS Vap1F1 DESIGN LOAD CAPACITY -PSP DESIGN LOAD CAPACITY- PSF �� GLASS TYPES GLASS 77PS GLASS TYPES a FLANGE DIMS. A!, 'B' & 'C' FLANGE DIALS. 'A' 'B' & 'C' z 3 YADTH HEIGHT EET.(+) INT.(-) WIDTH HEIGHT' EET.(+) INT.(-) EEL(+) INT,(-) O 19-1/8' 75.0 90.0 j 19-1/8' 750 N4 75.0 90.0 24' 75.0 90.0 j 24' 75.0 90.0 75.0 80.0 /, g 28-1/2' 75.0 90.0 26-1/2' 75A 90A 75.0 90.0 m �T �. 28' 75.0 90.0 32' 50-5/8" 75.0 90.0 75.0 90.0 k 37' (3) 75.0 80.0 37' (4) 75.0 90.0 75.0 90.0 40' 75.0 80A 40' 75.0 90.0 75.0 90.0 a r 48° 75.0 S0.0 48' 75.0 90A 75.0 90.011 �, yl, 53-1/8' 75.0 90.0 53-1/8' 75.0 90.0 75.0 90.0 O it >n 18-1/8' 75.0 80.0 19-1/8' 75.0 90.0 75.0 90.0 pp o i0 24• 75.0 80.0 24' 75.0 80.0 1 75.0 90.0 �z q 28-1/2' 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 0 32° 38-3/8" 75.0 90.0 32' 63" 75.0 90.0 75.0 90.0 O� Z 37" (3) 4 75.0 904 37' (5) 75.0 90.0 76.0 90.0 YI 40' 75.0 90.0 4,5,13,14 40' 76.0 80.0 75.0 80.0 aa• 73.0 904 EQUAL LITES 4a' - - 75.0 90.0 o UNEQUAL LITES (ORIEL TYPE) 53-1/8" 75.0 90.0 53-1/8" - - 75.0 90.0 Z v V a 19-1/8• 75.0 _90.0 19-1/8• 75.0 90.0 75.0 24" 75.0 90.0 24' 75.0 90.0 75.0 90.0 Z 26-t/2• 75.0 90.0 m 26-1/2• 75.0 90.0 75.0 90.0 32• W-5/8' 75.0 90.0 1. 76" 75.0 90.0 75.0 MO I^ 37' (4) 75.0 90.0 ¢ 37' (8) - - 750 90.0 40' 75.0 90.0 a 40' - - 75.0 90.0 ? V4rr77 W OnD 48' 75.0 90.0 W 48' Z m 53-1/8' 75.0 90.0 = 75.0 90.0 1 3 M y 19-1/8' 75.0 90.0 6 O 24" 75.0 BOA 4 rn Z 26-1/2' 75.0 90.0 O 3 TO QUALIFY FOR SMALL MISSILE IMPACT RATING 32• 83" 75.0 90.0 O 0 d' ... z EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. I ro 37" (5) 75.0 90.0 p U W 40" 75.0 80.0 w W rn O 49' 75.0 90A z 1/8"HEAT SI1tEN'0.GLASS 53-1/8' 750 90.0 19-1/8' _ 75.0 90.0 - 5/18"AIR SPACE r 1/8"HEAT STREIN'D.GLASS 3/16°HEAT STREN'D.GLASS Er T 24' 75.0 80.0 1/8'HEAT S11NEN'0.GLASS G.8 26-1/2' 75.0 90.0 .090"INTERLAYER .090"INTERLAYER O 32' 76' 75.0 90.0 BLITACRE PVS BY'DUPONT' BUTACITE PVB BY'DUPONT' BU 7E I've By'VuPONr c 37' (6) 75.0 90.0 u c tl z 1/B'FIEAT STREN'0.GLASS 3/16°HEAT STREN'0.GLASS tje°HEAT STREN'D.GLASS s2 40" 75.0 90.0 $ g 48' 75.0 904 z 6 53-1/9' 75.0 90.0 �" SILICONE SILICONE SILICONE i DOW 899 Z m DOW 899 z m DOW 899 y __ 5 21 � 13 O1 °f i� �� • •• •°i • • SETTING BLOCKS AT INSUL LAM.GLASS • •• • • • NOTCH GLAZING BEAD LEG �� �� • • • • • • TO CLEAR BLOCKS ._ •• ••• •• • Engr.^ADaa AHMAO PRODUCT REVISED � a g 21 21 88 21C.APcw N,.75392 B1dId1.Y�16o1naT1d0 CARDINAL XL �� Aesop moo N44� ,OZ •EOGIP FACER • iD bn oNOTE: GLASS TYPE 'A' GLASS TYLE•B' • • • STAWEEL •GLASS•PY)E 'C' By GLASS CAPACITIES ON THIS SHEET ARE T • � 1 , mlow drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS GLAZING OPT}=)NS It T.'' j % .t .• • •• • ; �7 J W09-08 AND FLORIDA BUILDING COMMISSION ••• • • • •• • , ' DECLARATORY STATEMENT DCAM-DEC-219 sheet 2of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP CAL ANCHORS t81' /-SEE 0".FOR SPACING METAL TYPICAL ANCHORS 2 1 OOD BUCK �V w WOOD SICK STRUCTURE SEE ELEV.FOR SPACING OR /p Q :.a; MIAMI—DARE COUNTY APPROVED WOOD SSTTRRkkJI RE �Y ^d " n' '4d" MULLION&MULLION ANCHORS S' 9" '? h° SEE SEPARATE NOA 0 U 8 9 M TYPICAL ANCHORS TYPICAL ANCHORS 6 SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING e1) i 0 2 u'zz o Q W d ROL O WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM U AND TRANSFER THEM TO THE BUILDING STRUCTURE. ce '12 BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV. FOR SPACINGOPTIN W TO 1/4" DIA, TAPCON BY 'RVP (Fu-120 KSI. FY-92 KSI) C" © TIMR_ to INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (!J ao O 0 5 1-1/2" MIN. PENETRATION INTO WOOD $ 3M a W a to THRU 18Y BUCKS INTO CONC. OR MASONRY E3 o o`er 0 QFC I i-1/4' MIN. EMBED IN70 CONC. OR MASONRY � Z_3� °� W I is 21 DIRECTLY INTO CONC. OR MASONRY 'S z j 1-1/2" MIN. EMBED INTO CONC. OR MASONRY I p�o 1 X DIA. TEKS OR SELF OROJJNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES o STEEL : i/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) c ` (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o tt t 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) c INTO MIAMI-ME COUNTY APPROVED MULLIONS (MIN. THK. _ .090 m s (NO SHIM SPACE) I 11A TYPICAL.EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN, is i 1ti I�NTO(t WOOD STRUCTURE = 1" MIN. c c N7 © I 14A •• ••• • • • • • • O METAL STRUCTURE = 3/4" MIN. o�m - - •- •-�- • • • a- • • o 2 • • •• • • • • •CONCRETE f c -3000 PSI MIN. I •• •• • i • :0: •tAASONRY I'M ® 2000 PSI MIM. 9 •• ••• •• • • • •• E gu JA�LAFMAD PRODUCTRBVI11M dn° " a.' .° FUl PE 705112 Building Code Ihd:a Pt6IIdD a.. °. CA't{� 536 Acaptanm No Byex Iq '4 ° °.n n • • • • • • • • • • 'i 3 n.$ •• SEALANT • • • •• • • Al,il; '�)aaePmaaetcenaPL� drawing no. s. • ALt!)DINTS♦NEP FRAMED CONNECTIGIN9L SRALED WITH . W09—08 ••• JOINT SEALERS • •• • - sheat 3 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • 0 ••• 0 0 A o � Q 4 I I i II I I 1 I 1 I m min I 1 II I I 1 I I, r t4 o � 0n m Ingo II o y I I y T I zo I I I � I NFR i II i t I I tl I 1 I11 � I 11 Z I 1 11 I I 11 I I � i I II I I II II I II 11 y II I I( tl I I 1 m • •• Y • • fee 0000!• • • • ••••Y• G N O m lP N N A 4 N +y m m D m V N N P 4 N + •000.0 • • • m •W•0•• •••0 i0 '.••a•: a.Q a. x N x 0 �_ 3 00•:0• •••• �• aS• ' o m o m v m c• .I m _ m �' u w 'o m e w > wla C m •{ s•••• •�" 0000 _I ••!••• •••••Y • •• 0!000 • 0000 • •• • 0 0n •••••• •••• • 00-0 0 • T m N C C i R Gf Y n G7 O ~ Z 0 F Z � ' IN = 5 m 5N N _ m CCf V ¢ N y y �^ � I Q I 1 � $ I a 4 N G � � � q ,� , I� `mf' YI•' I 1 w u u u •� (�>�8� \ � F$i Z ti`1 m •� Fli w 'm m e'� m � m m m � A m N s O a u� 02-2-09 rev salptions: an ECO-WARD SERIES-10D ALUM S.H.WN.(LM.I.) AL-FAROOQ CORPORATION a ozis.a No eluwsE nuss T ECO WINDOW SYSTEMS. L.L.C. �5�W.IERS7AVE PRODUCTDEVEtoPmewi •P 9 01.16. MANUGUM a lCD09ESS I 9114 N.W. 106 STREET MIAN,FLORIDA 33Y7a MEDLEY, F �. IO �•h lueon ozo c ala awls nTcl AMM 9114 33178 •O,� FAX to CD P ehk.ny: TEL(309)895-5299 FAX(305)895-5902 COMP-ANL\W09-MCO METAL sra11GTURE TYPICAL ANCHORS TYPICAL ANCHORS MIAMI–DADS COUNTY APPROVED ° SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING MULLION h MULLION ANCHORS SEE SEPARATE NOA Z ZZ ELIgig LL O \N \ ALT. cy 814a a Is�rc SEE ELEV I OR SPAIAICING116 {� iII1L#0 c � U m a 1/4'MAX. O N ZSR 3 N LL it3 SHIMS ALT. Z �Lu L rn e n' e' O TYPICAL ANCHORS —7,, SEE ELEV.FOR SPACING - 4 0� $ e © •• ••• • • • • • •s` • • • _ _� • • • °cam" INSTALLATIbN DIIS•RTTH•FLUSH•FR�IE ADAPTER ENS JA AHIdAO rRODUCTRLVISHD ' 13 fHA.'PE i 70992 ascamPlYkwHriUfdoFlimida o °P • • • • • • • • e C:`'t ytudaeLConv drowing n0. • ••000 • • •• • • • j W09-08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •e ••• • • • ••• • • �+---2.750 N--1.281-H .062 I I to gt 1.888 750 062 11 1.813 2.750 14 p� 2.812 1.140 � Ct O FRAME HEAD I I 1.202 2.186 O FRAME JAMB 9 Q M .062 ��Qjtl 1.375 1 .519 .394 .130 I Q 5 i ryygy�yy� -1. f�i� ,.422 oe�l 1 840 1.047 � A4s I3 ® FlX. MEETING RAIL O Qae -d t.a47O -134U GLAZING BEADS 1.434-1 -250 .062 ai I R�I 2.063 � 1.067 062 "m 14 W • I K 11 w 1-140-�1 .821 O O_M n © VENT TOP RAIL Qi VENT SIDE RAIL Z 2.027 "a Ip- 1.247 W g w .082 2.773 1.445 .071, r @ 1929 1.750 1' a lot 0cil� .sw _ sm 1 1ao L g Q VENT BOTTOM RAIL t t SPRING LOADED LATCH VENT CORNER DETAII 2.974 I ao_ - •• _ • • • • aJ ods -- _ - • • • • • is �<mo .082 • •• • • • • ••• • 3.002 • • • • • • • • 2.688 •• •• E•�ORN�RS �E'f�!L•• Engr.4AVAD AHMAD PR013UCT REVISED iy CMLos cmnPlyinB with Bre Florida i .062 FIA PE R 70592 g (•qdp g CAN.3538 Accepimm No 14-c9l-02 .5w . ... . ••• . ! 19cpiretlwroa+e /+ $ 5 �.; .874 ! • • • • • • • • • Dy - O L • • • • I i Mi6m oPrOdacl cord drawing no. 27� 2611 •• •• ! • • •• ! •• • • �� W09-08 ® FRAME SILL Q FLUSH FRAME ADAPTER ••• • • e •• • y ,. sheat hof 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "LOCATED AT" -N -3353 NL M. G A N N 0 P.O.Box 3353,"lest Palm Beach.FL 33402 www.pbctax.com Tel:(561)355-2264 CONSTITUTIONAL TAX COLLECTOR 2101 VISTA PKWY M �;Cnumg Palm Brach I oull1v WEST PALM BEACH, FL 33411 Serving ijoit. -1 RECE-6— :�ERTIF:C,ATION�.2 ;PT 4,1DATE RAID LrAT PAIo I Typc")F F-js;,%E5s OVINE R —21--1,-,GENERAL CONTRACTOR �GVILEIR RANDALL 15 $27 30 1 This document is valid only when receipled by the Tax Collector's Office STATE OF FLORIDA PALM BEACH COUNTY 2015/2016 LOCAL BUSINESS TAX RECEI B2-712 F0101LER ENGINEERING CONTRACTORS INC LBTR Number: 200901297 FOWLER ENGINEERING CONTRACTORS INC EXPIRES: SEPTEMBER 30, 2016 44 COCOANUT ROW B 301 PALM BEACH. FL 33480 This receipt grants the privilege of engaging in or managing any business profession or occupation as 11 0 51111all Bill&1 211 511 within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public.