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WS-18-1993Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001170-2018 Permit Number: WS-7-18-1993 Scheduled Inspection Date: October 30, 2018 Inspector. Naranjo, Ismael Owner: NEY COLLAZOS Address: 60 NE 99 ST Project Miami Shores, FL Contractor: FOUR BLR DOORS CORP STANLEY ABBOTT SUMNER Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Door Replacement Phone Number: 3057580003 Parcel Number 1132060131060 Phone Number: 3057762443 Building Department Comments REPLACING EXISTENT DOORS (2) WITH IMPACT RESISTANT Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional inspections can be scheduled until re -inspection fee is paid. October 29, 2018 For Inspections please call: 305-762-4949 Page 29 of 42 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe mit Permit NO. 1NS-7-1 8-1993 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: APPROVED Issue Date: 811/2018 Expiration: 01/28/2019 Parcel Number Applicant 60 NE 99 Street Miami Shores, FL 1132060131060 Block: Lot: NEY COLLAZOS Owner Information Address Phone Cell NEY COLLAZOS 60 NE 99 ST MIAMI SHORES FL 33138-2339 (305)756-0003 Contractor(s) Phone FOUR BLR DOORS CORP (305)776-2443 CeII Phone Valuation: Total Sq Feet: $ 5,007.94 0 Type of Work: REPLACING EXISTENT DOORS (2) WITH I No of Openings: 2 Additional Info: REPLACING EXISTENT DOORS (2) WITH I Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $3.60 $2.00 $2.00 $1.20 $120.00 $3.00 $4.80 Total: $136.60 Pay Date Pay Type Invoice # WS-7-18-68336 08/01/2018 Check #: 3759 $ 86.60 $ 50.00 07/25/2018 Check #: 3676 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc>;ipn a ning. Futhermore, I thorize the above-nam d contra or o do the work stated. 14 of o l / Authorized Signature: Owner / Applicant / ontract r / Agent August 01, 2018 Date Building Department Copy August 01, 2018 1 Miami Shores Village Building Department `FBC 20 11 BUILDING Master Permit No.WS \ - l 3 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 I PERMIT APPLICATION Sub Permit No. 413UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: j 0 '" t l sT City: Miami Shores County: Miami Dade Folio/Parcel#: 1 / — 3 ZO( -01 "2 � 1000 Is the Building Historically Designated: Yes NO Zip: 3 31 3 8 Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): \'eL 0 Co I ict- o J Phone#:36 ._'-2 e) -le-4. Address: CO0 &JE etc-1 a Li iC. m\ ' ‘no-ceS t- ?-6138 City: Xi( q int 5 I-?CJ re \ State: f Lo rid cc J Zip: 3 3 1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: [OUr 81 P) be )(S Corp. Phone#: 30,)- -A -74b0 Address: ro i�3 nu.) S+ City: A I i c m 1 to (kE S State: W 11. a« Zip: )(Di 4 Qualifier Name: A -WA\ Q Uy 1Pi p ( Phone#: State Certification or Registration ( C IS 23061 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1 - c\ A- Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace Description of Work: 12)� �UC_�Y�C- -p 1��-� 2 \' \ c c).0 %( , l`N �l \ `M \ r✓'c �� Sl c ,,Y1-\ ❑ Demolition Specify color of color thru tile: �'` Submittal Fee $ l .i " Permit Fee $ 1 2-0 CCF $ 3 • Go CO/CC $ 0 Scanning Fee $ 3 Radon Fee $ 2- DBPR $ 7 Notary $ Technology Fee $ 4 • go Training/Education Fee $ i . 2-0 Double Fee $ (�l Structural Reviews $ Bond $ t t TOTAL FEE NOW DUE $ 86 • 6 0 (Revised02/24/2014) 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the,issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is'issued. inspection will not be approved and a reinspection fee will be charged. °Signature �` Signature DC 0 ER or AGENT The foregoing instrument was acknowledged before me this The foregoing instrum day of �Tt.) \ b ii , 20 t 6 , by Z.\ t4 t 0 C0LL6 LC), who is personally known to me or who has produced --/-•• • �/t/ ientification and who did take an oath. 14;« ROTARY PUBLIC: t cn • gn: = u7 i nt: as Sign: Prin Seal: In the absence of such posted notice, the ONTRACTOR nt was acknowledged before me this day off , 20 , by ho is personally known to me or who has produced as identificatio and who did take an oath. NOTARY P IIC: 4140•Vej Notary Public • State of Florida •s Commission # FF 933381 ,,,,�- °46:-0, My Comm. Expires Dec 14, 2019 . • •0` Bonded through National Notary Assn. ******************a***'******************************************** * APPROVED BY 0 1 I/1 Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackwledgement: Qualir/Owner Signature Date Pr' Name Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-013-1060 Property Address: 60 NE 99 ST Miami Shores, FL 33138-2339 Owner NEY 0 COLLAZOS Mailing Address 60 NE 99 ST MIAMI SHORES, FL 33138-2339 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,961 Sq.Ft Living Area 1,494 Sq.Ft Adjusted Area 1,694 Sq.Ft Lot Size 5,750 Sq.Ft Year Built 1972 Assessment Information Year 2018 2017 2016 Land Value $143,808 $143,808 $143,808 Building Value $122,815 $123,798 $124,780 XF Value $1,218 $1,233 $1,247 Market Value $267,841 $268,839 $269,835 Assessed Value $186,763 $182,922 $179,160 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $81,078 $85,917 $90,675 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 5 BLK 8 LOT SIZE 50.000 X 115 OR 19522-0244 02 2001 1 COC 22068-4510 02 2004 4 Generated On : 7/25/2018 Taxable Value Information 20181 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $136,763 $132,922 $129,160 School Board Exemption Value I $25,000 $25,000 $25,000 Taxable Value $161,763 $157,922 $154,160 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $136,763 $132,922 $129,160 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $136,763 $132,922 $129,160 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/01/2001 $145,000 19522-0244 Sales which are qualified 08/01/1989 $89,000 14219-3075 Sales which are qualified 10/01/1984 $67,500 12312-1971 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 7/25/2018 • • ••• • • •• •• • • •• • •• • • • • • • •• •• • • • • • • • ••• • • • • •• • • • • ••• • • • • ••• • • • • • • ••• • • ••• • • • • • • • • •. • • • • • • • •• • • • • • • • • • • • • • • • • ••• • •• • • • •• ••• •• • •- • • • • • •• • • • • • • -' • fapM �'in L_ NOR 1T-1218.15 ZONE 5 +36.7/ - 48.9 2 F022"3795/8 NOR 12-1713.16 ZONE 3 a36.7/-39.7 FOUR BLR OOORS,CORF N NW I69U ST MMini Llama FL 33014 OWNER:NET COLLRZOS Location: 60 NE 99 ST Miami Simms FI131311 JOB: FBZIB Title: FLOOR RAN Draw By: Sheet 1 of1 • FLORIDA. E11111.P1tQCOO E2517 6th r.-ASC fSEI 7'.silG-W1110LOAD TABLES-170,175iph i sr�fee,d E of ge;11.g with mon Fort iiekht Iu = than of eqPr;F than :a FC,'a EXP®S U Iig c A 1G n- LCIAP FA 6 a 4R.. o.r3ls1CL0tE 4 YvhND fi'5P - r?5€11C a iltitiv I-? l9hs RtX1f Slope less than tC d'e.g«s €;a of .Mops 5rza. .-t. th iy -10 dscrz I u,sitive }NI -zeal -Eve 171,..,ci'fi've 1.Iegat1,03 24 & 25 z4 5 7.4 4.25 24 1 x5 045 34.6 7_5 45.. 3/.5 4i3O i 50.6 16-20 86, 39.8 49�JJ.0 40.2 43_6 I 53,.3 t k- 0 10.0 43A 53.4 43.�f+y 47.4 ' 58.6 31- 42,5 46_, 156. f 446.ra 50 4 , 42.2 41-50 44,6 48.3 59. .4a. 63ti_a..1 65,a 51-60 410 50,2 E.;i,S 50.6 J4.9 1 61. Loo,T1LlY E :°r :atC 13P.O'dt. 17' COI.faFY, PALM BEACH /4C1 :IThag' CC IPubri bi 4.' ' f'F:FSst!F r5 li'1 P5P 17 lw{fi t1 VEi 4 C.f1Y - fi JSu C Bacilr19 He Roof Sbpd. I'ss Man ' IC, degrees _ r-1,.00f 514,i0 :.j.f om-c!' than 10 crJz',s .. ... Pos-rgw Nagetiw... Po li-fric 14egative ei 25 x4 - z5 24 .A z5 24 z5 o--t 6,7` 39,r 4B, 40.,1 43.A.' 63,6 a7:, - 44.6 46.g 57.0 16- .0 i ci.3a 31-40 4-2,4 45.1. 46,0 56.6 A. 3 •60.2.... &] 1 �iti 9 48.8 1 601 49.2 .6." 41-60 4.7.2 51.2 63,0 51-6 56:0 69,4 5i,-60 53.2 65.4. 53.6 58,2 7L.8 eKATIO1 Iv ,, 4l-P,WI° COUNTY -.;4A22 z4 25 IA . WWN17 PRESSUa E5 IW Par.' I 70 VELCPCITY .:}',1'osii t Bu114k�3 Roof Sfapa ia9's h*.131 1'ziof ;al!diarr' 1?ei51.11 , 10 d'e jr•ees i than 10 deo,Pee:5 NeRalivo s Pasai:','�= 1�er]4t1ti'e rn nU153wt 2.4 25 0-16 4.2,0 45,5 566.0 45.9�r4 3 - E,.Jt] 1.6,20 - 44.2 47.$ 53.9 I� 48.2 52,3 ' •64.4 • 21-30 4.7.4 51.1g.6.3 g • 5,176; ;• ai-4a 49.8 ' 54-,(1 66 A I 54..4 59.0 722.8 61,3 55:i 69.0 :6.6 "...6-:1•7 51-60 53.4 57.3 I 71.2 160.4 ' 65.3- Lccaloig 5F,'6WA 5 C_01» Y, `AU',0 OC'Pi i1 ,'sC117' C�TLs� • • • El'=1'i?LG CO. • • • WINDFr:C-SU;.E51 i5t •••••• 17'5 Mf'1i E-LO£'ITY - arOtigAV 0 • "111i1i, -of Slope. is than k186ciEiT C1 d'q..tg'Eee9 past# i m 1 t 4s4:1 ', P5>-i';<are, l x4 z5 24 z5 24 t4 z6- 411,2 59-3 /4,6 62.1 .5 0 6 50,2 a4_ 66.9I 34-6 31-40 II 52.5 57. ' - ,i0.4 4.1-50 I 554.5159.4 715.3 -,'-y1,_.60 i 56,C. 61.3 75.6 tc-emat: R ii1iMl.0Ar'E ,..61,101T'f ERA L h[P E • 1•TI-; T115L53kEAFP1i5 ONLY r0 AiTlRLATFTHEW4 L4i4t7Fr'f'Cii1A1r1FVikNOif:nf74t7C Irrr{JV? 4 5,%14 LIGLAW.'L14P5 JCyULE 3:]A SPECIFIC' PROJECT. Tt1ECONTRACTOR a?IUSTPROPERLY Veli 0T sl'i 0 gc-,'I sRECSL1EA 7,0R1140,Y1+:IIHIHC0'4 TIYJ13r04,DO1 At. -ID THIS WOO 11A71L4 BE \Epfi'i�I f5YTHE 1;iILI`!�ii-1Ur IELl.5t,`.-il.nT'EJsC. } F1.'4 t4TE1HAT�,sP0L'Il0PPOJE TroMiia 5-1l3Y,OI ANALYZED , RIE Pi fISBAL POlJ„ Tfifj 5 1-1115ORAV'il JO Li ONLY API-1.1rAB 5 I L 6-15 &I_I'ERK; 11•401. rJ.I"e cIPPT BA5ED CC I AS.CEsc 0 FU$LICAT1C 1 !1- CO NOTUSE TH15'66biIF11-1E C0U5liKz113NOT °:OVEReo5i'TIT, tP,Eii;'SORA1iIF-SFalRtle EVt-luf.-firA4t RE4t1iFt) E1Y (AVO Ff041L S. m rn " zas r,s t:Sl;w I }r i5&'n`aH�; s..=i 4-EXPOSURE €J,Var1 ki Z.731-LKarr;4J•6sii?nd4aodedfiaa1aru.na';etiet','0hl' . 111s.,rfa--gait,_ 3;=, r c; r1fo€a er_kla55 1peatt thid goat FM s dir,9 F. i.exc i % si; �gl �:re: Ii' 't Rr, F'«Ffirm,Jillg Sa 3t}ii rxtta :u, nla alb (.1tit p;�lst -,. .•t „y_-,.,:•-r .;I i3. •. tatter, Rigid 011 ;119 s . l:,:i',�3t1;� in Tl:i upwind a;fC':ll��s'I tlJf 7J aifr"jJ'I4:5•;3JCi;ff� IiI�r1 Epp It oaF `{� Ie7c.'Ls_^ ��ItdLS� h31�tIE,'• E14 551I10 (Oen LJ!il.915S r3 tItat?d ir1 E ?stttrx.5 EXPOSURE:E (Seellai126.731-0555s fpia ;tiflls:;rait5rr`:M- aii:Ri' Inn scioiti11Ei1l6E=ssMari 35',gpiitcai'io-rfand gassar;:;.Eli.1 t %„Petro I)Ar%d d do tot 6'-E1;1=osuReG0t11SS20,7:31-plii. ahs4ricle4o1rp,;-{=;,1v: 1,,slrllac:5ofk`''alti%'I1ii7isr<soirddire,ik'5far aOtis*lathe6gmaih.-..r11,`C75 di 2411 rr *1 tIto tx t d1-.t G3ite11, VATx112-wer Is grag,. r T 4:iiiLLJ4iCONSiQ51 01:.ICL0SC0• 111rx:•9?jag 5'6ShairgOg1fb9513ntglazing ;,;tPf t>>et=_drliihart Opp ctle5iai atRrxnringl UILTI[+ii,TE li'1'liD $I'54D-V117G h4F -1, 17514N T0P0115V'HC1; pe°s+ T Iwzf31 • (FLAT TERRAIN1 • DO, ClIlar if i'fP'1,rri'd FACT) Rd:.850'4Wbirr:.F.11analayEeeia4 LI:'T't U1P 'fr=EA:tO �P'Er¢'.fill r 12• .€0- STRIP' fait Thyanvillgrafl0",a€t gr rxttolitai dirrer..i.I nE4s't4eli'th4-liracoo(5Elght.hu?Its1t.;ss.IFan.haR_rJ least ha izrnizldbrimTanII • 'Wang( ii.Yt f `-t F Fq s. �ty wtk rfI�I 1I1 1 f•,_eo, Warr . 5 -� ,a.7,So-3 • 6k4t[ s'=Gta a5l0 L a rnur1-mi)ti1' 1r,sc furs • • • • • - •••- ••• • • • •• •• • •• •. • • •• • • • • • • • •• • • • • • •• • • • • . • • • • •. • • • • • • •• • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Windows Systems, LLC 8502 NW 80th Street Medley, 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 Havini Jurisdiction.CA I1 . This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoutD4 Product COMM SectiM• •; • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resew. the riPto,4ave this • product or material tested for quality assurance purposes. If this product or material fails to:Worm in tlje accept manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revak e, wodify„lr • • suspend the use of such product or material within their jurisdiction. PERA reserves the right•to revoke acceptance, if it is determined by Miami -Dade County Product Control Section that this p=ddIct or wetterial fails.i . • • meet the requirements of the applicable building code. ' This product is approved as described herein, and has been designed to comply with the !'toIia Building ode, • • . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy includin: the . - - -= . SCRIPTION: Series 600 Aluminum Outswing French Door w/wo Sidelites-L. APP (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Contro ISSILE IMPACT RATING: Large and Small Missile Impact Resistant . LL .. . . . . u swing Entraii&e Door • • • • . 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 771. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0603.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 17-12 :. xpiration Date: March 20,2019 Approval Date: February 08, 2018 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. . • .. • . •• •••• • B. TESTS (submitted under file #12-0402.03) .• • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • 2) Uniform Static Air Pressure Test, Loading per h$L TAS 202-94 • • 3) Water Resistance Test, per FBC, TAS 202-94 • . .. • • 4) Large Missile Impact Test per FBC, TAS 201- _ . ... •• 5) Cyclic Wind Pressure Loading per FBC, TAS 203 • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 20244: • •; along with marked -up drawings and installation diagram of an aluminum Qutsw•ing Frartolabor, prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • .. • , HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027date'd.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. • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC--2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Depai tu1ent of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. urge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-1 • Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. • . • • . •• • • . • .. • • ...• ..• • •• • •..• .. • • • .••• • . •. • • • • • • • 2. NEW EVIDENCE SUBMITTED • . •• • • •• . •• A. DRAWINGS • • • • • •• 1. Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing EntlM)oor (L.M.I.)", • • sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corpgratiori, date I. 2,Z1.3/12 at1Q• • • last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E. •.. • • • • • .. •• • B. TESTS 1. None. C. CALCULATIONS 1. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER . This NOA revises NOA #15-0603.13, expiring 03/20/19. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-2 SERIES 600 _ALUMINUM OUTS`PING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SA/ELITES SEE SHEET 3. LOWER VALUES FR061 SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON -METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE 70 BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL \1/8' HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' rt/8' HEAT STREN'D. GI ASS SILICONE DOW CORNING 899 2 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co. r1/8' HEAT STREN'D. GLASS DOW CORNING 899 3/16" HEAT STREN'D. GLASS 090" Interlayer Trosifol PVB By 'Kuraroy Americo, Inc.' 3/16' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 / / SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' SIUCONE CARDINAL XL EDGE SPACER ST. STEEL SILICONE SETTING BLOCKS AT INSUL LAM. GLASS _ NOTCH GLAZING BE4➢ LEG TO CLEAR BLOCKS GLASS TYPE 'G3' P9ODUerdEAS • ascomplyln• frith tlee loads • • Bulkiling Cot NOA-Vo, ;I 7:1 218.115 Expiration date03Itf52019 By i Miami-DaProduct Control • ••• • • • • • • THESE DOORS ARE RATED FOR LARGE & 9MAL► MIS9Y.j IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • •• • • • • • • ••• • • • • • • •• ••• ••• NOV4 Fi ,HH1? •• • • • • • • • •• • • • • • • • • • • • •• • ••• • re T OF `1? w 8 12 S 0 0 R 0 2 5 0 drawing no. W12-08 sheet 1 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SURFACE FALSE MUNTI DECORATIVE G. MAY BE USE (x) DOORS LOAD CAPACITY - PS SINGLE DOORS (Y)� DOOR DIMS. LOCK OPTION' #1 OR #2 (OPTION 2 SH SEE SHEET 7, FOR DESCRIPD LAMINATED GLASS FRAME I LEAF WIDTH 1 WIDTH FRAME EXT.(+) INT.(-) N) N 39-3/437' 98' 70.0 75.0 rn HEAD & SILL ANCHORS AT STILE ENOS (4) AT 3' O.C. 5 H FRAME HEIGHT 96 3/6 D.L OPG. I I 1 I I I 1 1/4 \ l 1li / 1 / 11 / AyI i� \' / 11 \ \ LOCK OPTIONS #1 OR #2 \ r(OPI10N 2 SHQWN) / SEE SHEET 7.ff 1 FOR DESCRIPTION /. / ', / / / / / / / / m n it / �Ii / II II / /%yya'1- ' / /IY �1 �\ /1L \ rr \ \ \ _- \ 1\ 1 \ \ INACTNE ACTIVE SURFACE APPUEO FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. 26 15/15" D.L OPG. DOORS LOAD CAPACITY - PSP DOOR DIMS. LAMINATED GLASS FRAME �Nnn LEAF FRAME N®!, N 37' I 98" EXT.(+) INT.(-) 70.0 I 75.0_> GLASS D L.O. DIMS D.L.O. HEGHT = FRAME HEIGHT - 11.125" D.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125")/2 ci 5° MAX. HE5D/S1L.1. CORNERS 37 3/16" MAX. FRAME W10TH 12' MAX. HEAD SILL :i=== TESTED FRAME HEIGHT 87' D.L OPG. O ==o_/t j 0 SURFACE APPLIED FALSE MUNTINS OR_ DECORATIVE GRILL MAY BE USED 32 3/4' D.L. OPG. (0) STAND ALONE SINGLE SIDEUTE SEE SHEET 3 FOR CAPACITY • • • • *PRODUCT RIVI$ED • • gyiJLli .ICE v�th ttjipa F!orlJa • • • •N0 -N . • jig; t21a.15 • • • • • •• •8 ratio6 Da t _13r 0/ I19 By MirD.•-'• roduct Control NOTE ••• • • • • • • • • • GLASS CAPACITIES ON TINS :HEE3 ARE • • • • • • NOTE: • • • • • BASED ON ASTM E1300-0� (3 9EC. OUSTS • • •• NO �• q EGRESS REQUIREMENTS TO BE REVIEWED AND •FLOR DA BUILDING CQ IISSIQR • •• •• N 1 !'y 37 �,,aS/ BY BUILDING OF7ICIAL DECLARATORY STATEMENT DCA05-DEC-219' • • • • • • • ��N �AiAL' 111II111 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 31 8 drawing no. W12-08 (sheet 2 of 9 'DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES SIDELITE SIDEDTE WITHOUT FRAME FRAME IMNFORCING WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) 24 7C.0 75.0 30 7C.0 75.0 36 82 70.0 75.0 37 7C.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 69.6 69.8 36 92 64.1 64.1 37 63.3 63.3 24 63.3 63.3 30 57.8 57.8 36 98 53.1 53.1 37 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDEUOES WITH SINGLE 0R DOUBLE LEAF DOORS (SEE NOTE BELOW) SIOELTIE 510ELTIE WI. 'MDT 1TITIi FRAME FRAME REINFORCING REDIFORCING WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES INCHES 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 35 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 89.8 69.8 70.0 75.0 36 92 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 . 70.0 75.0 30 57.8 57.8 70.0 75.0 36 98 53.1 53.1 70.0 75.0 37 52.4 52.4 7C.0 75.0 SIDELITE WIDTH REINFORCING AS REOD. SEE CHART 39-3/4" MAX. (SINGLE) 78" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.U. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELRE) = FRAME WIDTH - 4.438" 5' MAX. HEAR/SILL CORNERS W SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4' SIDEUTE FRAME WIDTH MAX. SEE CHART AT LEFT CLUSTER OF (4) ANCHORS AT HEAD/SILL D.L OPG. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 26 15/16' D.L OPG. LEAF WIDTH 39 3/4' MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 PRODUCT REVISED • • • •. ps'.m.plyy�{ng with tie Floi: • • �uin%Cole 1.1141✓,15 • Np N9 • • - • • • • : 1.xdrat:n tees/20/20219 .• ••• Y•Lf� Mla i-Dad roduct Control NOTE: GLASS. CAPACITIES ON TlI iHEt• ARE .�c • • • • • t. BASED ON ASTM E1300-09 a(3 SIC. GUSI.) • • • NOV : s.2[49 AND FLORIDA BUILDING COMMISSION • •• • • • • • DECLARATORY STATEMENT. QCA05-tj P•C-219••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • U J '4 4E CI S'. drawing no. W12-08 sheet 3 of 9 ) 9/16" MIN. THROW BOLT PENETRATION 1/2" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. 2BY WOOD BUCK OR WOOD STRUCTURE JOJ SEE NOTE SHEET 1 railEDGE n` TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS L SEE ELEVATIONS FOR SPACING FOR SPACING EDGE DIST. METAL STRUCTURE th o ua N W - 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, Fy=155 Ks° INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. 0R BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMB -1 4" MIN. EMBED INTO BLOCKS (JAMBS #14 SUS OR SECrerITILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI-DADE COUNTY APPROVED I CUPPED MULLION I SEE SEPARATE N*A _ 0 /TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •• • • • • • :• • • • • • • • PRODDtEkD••�s i w R•ra • • , • • • • • N•A-No. • •:7-1:18.15• Expiration Date /20/2019 INTO CONCRETE AND MASONRY = 2-1/2" MIN. • • • • INTO WOOD STRUCTURE = 1" MIN. • • • INTO METAL STRUCTURE = 3/4" MIN. • • • • • WOOD AT HEAD OR JAMBS SG = 0.55 MIN. • • • • CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN.• • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. By ! • • • •• • • • • roduct Control • • • • • • • • . 1: 7.7 • ••• • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• •• • • • • • • • DOOR DETAILS No 7•2 O Ss/0�iAi. S.1'‘, `\‘ YT/1111111111 drawing no. W12-08 (sheet 4 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX.' SHIM .' TYPICAL ANCHORS SEE ELEV.`' FOR SPACING LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE 2 POINT LOCK ASSEMBLY EXTERIOR DOUBLE DOOR FRAME WIDTH LOCK OPTION 41 18Y , WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS 41 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FCR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE D.L.O. -4 POINT LOCK ASSEMBLY • ••• •• • • •. oa Mr �R DeT RSVISED • • agg m yirib wuh t•• Fjpdda BtSi iN Co • •e 17t41g.5 Eitdlrat o• Date 03//0/ZQ'1 By - Miamii-D9d4 Product Control • `••• • • • • • • • •• •• • • ••• •• • • • • �11�} DOOR CETAIIS� • • • • • •• • • • • • 1/4" MAX. SHIM 2BY WOOD Bl K OR W000 STR TUR£ .EE NOTE HEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W12-08 sheet 5 of 9) 000 • • • • 000 • • • • • • • • • • • • 000 • • • • •• • • • • • •• • • • • • •• 00 000 • • • 000 • • EDGE DIST. EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 V \TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX.' . 1/4" MAX. SHIM MII EXTERIOR D.LO. 42" AT 86" HT. 37" AT 98" HT. MAX SINGLE SIDEIJTE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. EXTERIOR SIDELRE WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 BY Miami-D8 O Product Control 1BY WOOD BUCK REINFORCING AS READ. SEE SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING LEAF WIDTH 39 3/4" (SINGLE) 76° (DOUBLE) MAX. DOOR FRAME WIDTH ••• ••o •• •`' • • • ea, • MAX UNIT iRAME • • - • •• • • • •• • • • •• • • • •• • • • • • • • • • • • �� • • • • • • • •• • • • • • • A: A ;.OF9 . SIDEUTE SIETAILii • • • i • • • • • • Nse®Ida!! • • � • • • • • • • • • • • • • • • • • • •• • ••• ••• • •• • • • • • • 000 • • 000 • • • • • • • • • • • drawing no. W12-a8 hs eet 6 of 9 ITEM j PART / BROD. DESCRIPTION MATERIAL MANF./SUPPI. R/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - 000R FRAME JAMB 6063-T6 - 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063-16 - 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDEUTE FRAME JAMB 6063-T5 - 6 E606 - SIDEUTE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-76 - 7A E625 - LEAF 9' BOTTOM RAIL 6063-T6 - B E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-76 - 10 E610 - LEAF LOCK STILE 6063-T6 - 1 1 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CtAMP 6063-76 4-1/4" LONG 13A E613 - HINGE PACK -UP PLATE 6063-78 12" LONG 14 6614 - GLAZING BEAD (5/16' LAM. GLASS) 6063-16 - 14A E109 - GLAZING BEAD (7/15" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL GLASS) 6063-76 - 1 6 E616 - SNAP COVER 6083-T6 - 1 7 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS READ. SIDEUTE MUWON REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT' HINGES ALUMINUM SULLIVAN & ASSOC. 20 F61202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. .22 /12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA THREADED ROD STEEL - 25 WI1323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 OL01RC - BLA.CK BOLT SUPFORT BLOCK POLYETHYLENE INTERLOCK 31 OLO1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 g10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4' LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 8045 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. • •• • • • • • • • • • PRODWr.REViD • • • • • • as complying with the Florida • • • • Building Code NOA-No. 17-1218.15 • • • •• • • • Exp•d l•n Date D 20/ • • 6y • .• • • • • • la •• add rod�:Co• • • r•W• ••• • • • • • • `111I111111//A/A� '�•• VOEN.SF �'• ' 70592 = ®y TA OF • `SI�NAL ti?a.• J M OUTSWING ENTRANCE 000 1J N •• J 42, - U) W cc 5 N O tM m On zm 4 m z o 93 o0 W COMP a 0 d v 8 0< 0 drawing no. W12-08 sheet 7 of 9 000 • • • • 000 • • • • • • • • • • • 000 • •• • • • • • • • • • • • • •••• • •• 00 000 •• •••• LOCKS: OPTION #1- ACTNF I FAF 4 POINT LOCK ASSEMBLY DLU1-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING ROOS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF' 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM /2. / • ACTIVE INACTIVE r \ • ACTIVE HINGES: 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULWAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED W0R-1 s10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #7• ACTIVE LEAF. CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 8Y 'ONSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAR AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTNr LEAF' CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WFiH (2) #8-32 X 1/2" FH MS • ACTIVE • • • • • PRORUCT•REVISF • • alcoyplg With•he lorldll • • • • • NIA-11o. • dde.17`12 48.116 • • • • • . Exp lore 9,06 OS/20/2019 • . •• Tay MIrn19 -D- a Product Control • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •1UL S n'•1q • • • • • • • • • • • • • • = h : • • 5, • o 70692 A TOP.•' c. �1111I11111A U W 0 5 0 0 a 6 7 6 REV. PER RER COMMENTS UPDATED TO 2017 IBC 0i drawing no. W12-08 sheet7.1of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • •• •• • • • • • • • / F^-1.750� _514 b -{ - 1 394 IId 130 PRODUCT REVISED as complyyingg with the Florida �f l I i 4.000 �078 .803 .045 .803 0 0 .503 - -.045 NOA No Code Non No. 17-1218.15 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3638) TEL (305) 264-8100 _ FAX (305) 262-6978 3 4.037 078 4.750 .25 62s �1 Expiration Date 03/2012019 J T- `'/ DOOR FRAME �2.062� HEAD/SILL 1 6Z5 __Ihy_- I 1 Oq7 7 Oq7 172 By 4 GLAZING BEAD 5/16' GLASS 0 GLAZING BEAD 7/16" GLASS 8 GLAZING BEAD INSUL. GLASS Mlaa Product Control o0 1.507 4.000---'I 0 LEAF 1.507� TOP/BOTTOM RAIL I 3.719 -=-.078 4.781 .078 7 1.625 4.719 078 1.750 7 1.507 8.250 1^1.50 l(SERIES 600 ALUM OUTSWING ENTRANCE DOOR (LM.L] ( ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL (305) 885-5299 FAX (305) 885-5902 7.531 r-I.312 I 4 .062J � 2 LEAF WSTRIP ADAPTER 4.000 LEAF HINGE STILE 0 SIDEUTE -1.507-i a1.750-- TOP & BOTTOM FRAME 5.344 .094 4.000 i 2.081 jI 50 1507 I 37 .442 j � CIA) fL-1.750--I 9" BOTTOM RAIL z.078 -1 s84 r-P�.329 70 .078 LEAF LOCK STILE s FRAME ( 1.81z-d- COVER - 1.507-1 LEAF ALIGNMENT BRACKET -.y 750rT 281 c NO CHANGE TIOS SHE? UPDATED TO 2017 FBC IIl I 5.344 "'-'iC1J� 775 ' w 0 5 F-.667 3.779 078 4 1.5174 7z5 3.781 -.125 p 0 v, v x T 3 ,,, u U i z .5m 1.75.0 2.861 I is .050 .154 SNAP - I COVER 4 1.1�97 � I CLAMP I n- 0CDLFAF 4.000 LEAF ASTRAGAL STILE HINGE BACK-UP PLATE r „ „ „ 8.281 9 eoo --j 1.250 r'• • •.719 18 o' �c e o - 500.e. 1.500 �j{ �1 1 19 --1 ,. • • • •• SIBELItE yl I JO I:IN'OR81NG J 0 m 2t in 5 j 4.188 • ••• •••• ••_ i 7 2 cc - •••. a 4� 4.000 .078 - Q 2.097 f 1.507 1 P •• .078 • • • • • • • •• �*••� • •• • A OF 7 (4j �% A� � drawingno. 4.000 �• •s ei a3 0•�5� �y• IDP.. �a ••• '��r,®1 W12-08 SIUELTE FRAME JAMB 0 FRAME • SIDELITE SUP ON JAMB ••• ••• ••• �i11�1��\ (sheet 8 of 9 DOOR FRAME JAMB SIDELITE 9" BOTTOM ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • 9ail • • • • • • • • • • • • • • • • • • • •• •• DOOR FRAME CORNER LEAF CORNER SIDELITE FRAME CORNER SIDFI ITE MULLION SLIP ON JAMB CORNER • •• ••• • • • • • •• • • • • • • • • •• ••• •• PRODUCT REVISED as complying with the Florida Building Code17-1218.15 •NOA4is.• • dipiratbn Dat • • 12a/286• • • •• • • • • • • • • / roduct ionrol • ••• • ••• • ••• • • • • • • • • • • • • ••• • '. • • • • • •• •• • a ••• • • • ••• • • • • • • • • • • • • • •• •• 0`0i1lllilllll/ 3:''Jf.ENSF T — `N $ L drawing no. 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