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WS-16-3113 .k WS 1(0 i i' k 4 V f f Permit NO. WS-11-16-31'13 Miami Shores Village Pem**Type:Windows/Shutters 10050 N.E.2nd Avenue NW : r l� ' ctrk Classification:llNi Idc w/Dcaor Replacetn Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 �OR1DA i Issue.aatw 10/27/2017 Expiration: 04/25/2018 Project Address Parcel Number Applicant 10804 NW 2 Avenue 1121360020140 Miami Shores, FL 33168- Block: Lot: ANGELA M HENAO Owner Information Address Phone Cell ANGELA M HENAO 10804 NW 2 Avenue (305)793-2495 MIAMI SHORES FL 33168- 10804 NW 2 Avenue MIAMI SHORES FL 33168- Contractor(sp Phone Cell Phone Valuation: $ 12,000.00 " MCI CONTRACTORS, INC. (305)897-6328 (786)251-2978 f Total Sq Feet: 0 Type'of Work:REPLACE WINDOWS AND EXTERIOR DOORS. Available Inspections: No of Openings: 16 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building 1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF j $7.20 Invoice# WS-11-16-62060 DBPR Fee $3.90 DCA Fee $2 60 10/27/2017 Credit Card $300.70 $0.00, Education Surcharge $2.40 Permit Fee $260.00 Scanning Fee $15.00 Technology Fee $9.60 Total: $300.70 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 AFFI VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zo g F h rmore I authorize the above-named contractor to do the work stated. ` October 27, 2017 iAuth&jx4cI Signat re:Owner / Applicant / Contractor / Agent Date Building Department Copy October 27, 2017 1 f CEI TED Miami Shores Village Nov r' � o,s . � g S' BY: Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ^�J FBC 20 Iq BUILDING Master Permit No.\L) S IJ? PERMIT APPLICATION Sub Permit No. P11BUILDING ❑ ELECTRIC, ❑ ROOFING ❑ REVISION F-]-EXTENSION ❑RENEWAL PLUMBING F-1 MECHANICAL PUBLIC WORKS CHANGE OF D CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ('00604 City: Miami Shores County: 'Miami Dade zip: Folio Parcel#: I) ��3�..bo�,.-b\ a' / `:=1s the Building Historically D`esigriiated:Yes N0 e Occupancy Type:'PUS Load: Construction Type: Flood Zone: BFE:' i FFE: OWNER: Name(Fee Simple Titleholder): c, o Phone#: 3-�T Address: t.i 4l c) wQA °rUA- 7�6 City: (.ti w� Qn State: ��✓ Zip: �3q Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: CJD—� � Phone#: 3405 1 G�7 Zg Address: City: State: T-L— Zip: 2;30Z.51 Qualifier Name: V v-�" � Phone#: State Certification or Registration#: CSC• V� Va Z Certificate of Competency#' DESIGNER:Architect/Engineer: Phone#: Address: (?7-d City IPYY State: tet+ Zip: Value of Wo&for,this Permit $�pI 1` } �'_ ^ S uare Linear Fdota a of woek:"' --i Type of Work n°l" Addition �'El rAlteration;t;t El New ��fi� �`*Repair/Replace 10 ® Demolition j 0131.ter yo{. Description of Work:. "moo vim= U c. r'w,� a 1 �Q(1�1 _(/�J�a W ', 'c;n i2, n _ don r - u )Gw one's "6cWtou mry)rt num I FS Specify color of color thru tile: !^ Submittal Fee$ Permit Fee$ z-(0 0 CCF$ 4 Z� CO/CC$ n 2 Scanning Fee$ �nS• Radon Fee$ .J •G b DBPR$ 12)"Q b Notary$ Technology Fee$ —1 0 Training/Education Fee$ 2- `)C Double Fee$ i Structural Reviews$ Bond$ 2 TOTAL FEE NOW DUE$ 3n (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State, Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance;of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.- IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimateJadinm $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien be delivered to the person -whose-property-is-subject-to attachment.-Also;a certified-copy of•the-recorded notice of cst be posted-at the job-sitefor the first inspection which occurs seven (7) days after the building permit is issued. of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature h e Q &0 Signature OWNER or AGENTCONTR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowle ged before me this 10 day of 'M>J e v A`@ 20 I L by 10 day of V Q-*�c. �-6 20 n!21-_I U Q© ,wJ _ersonuflT�kmywp4o u��e��c �U J,who is pe I known to me or who has produced as me or who has produced as identification and who did take an oath. identification —' CHRISTOPHER COX r' NOTARY PUB �.• NOTARY PUBLIC: ;`�% CHRISTOPHER COX '. +�' = MY COMMISSION#GG011522 MY COMMISSION#GG011522 :+• a EXPIRES July 13,2020 EXPIRES July 13,2020 NotsrySwvtw.00m Sign: ) -015a FWAallotaryServfoe.com Sign: ` Print: C�SL�sY Print: G �{17�tJ�3T�(> 1� r Seal: Sed. s**#*�*********s**�*�*ss:***sss �*• *�*r s**s**sssr�***ss*#***#**:ss:ssrr*rrr.*s**s�******�*s***rssss****r* APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) PREPARED BY: 1 (1 Itr1Ui 51 �' MY 1 1: E & .rarece liwlsarr. ,,�, 1 • .. , a caw�°ar<ur• - LAND SURVEYORS Serving aff of Tforida ~ 101h5' Q K II+AI,51 PROPERTY ADDRESS: 10804 NW 2ND AVE MIAMI SHORES,FLORIDA 33168 SURVEY NUMBER: FL1507.1694 FIELD WORK DATE:7/1&W15 REVISION DATE(S):(ReV.O 7r1U2015) R 9507.9694 BOUNDARYSURVEY NW l 09TH 5T,,2•FIP MIAMI-DADECOUfff NO ID @ B.C. LOT 14 a'•o N 2' I z z N O O N I 5 59059'1 7u E 124.93'(M) C ui NO ID FIP IN 90°00'00"E 125.00' P + I N ,3 2"FIP 0.70N7 4• ,:••' '•.�: :4.°•••:s:» '..-:.; t,'` 25.0' O ID f :G©.0• /�/; +n 20.4'IED '! O.G. pj.'': r :t'.v.;� .O3. _ •i•. :,� •�. I' p 13.2' •28.0' ., + :� .'" ': •,� wnl zo 4 to " ul �E V — i.4 O �� sl.e n ;aloso4 a o 3 LOT 13 6.o' N C)_ O roo ' IZ CD m w - 32.I I N IL IL oo I - ------------------ N. 1/2 OF �n 106TH 5T 1.O'ON ) 5'C.L.F. ••' Ftr NO ID 5 90°00'00"W 125,00(P) ;: o ID 5 90°00'00"W 125.03'(M) 0 o B.R. (ASSUMED) o REMAINDER OF 108TH 5T. t NOTF5: (NOT INCLUDED) LOT APPFAP5 TO ESF SERVICED BY CITY WATER AND SFWFR FFiICF ounlER_<,r11P NOl"DFTFP.MINED l hereby certify t oundary Survey of the hereon describ <>3�6erftl been made under my direction, d to 64l� @ of my knowledge and belief, it i true and urate representation of a survey a ndards of Practice 30 0 /5 30 set forth by a lorida Bo of Professional Surveyors & perNAT�ACha r 5,1-17 of the Florida Admin is ve Cod s� GRAPHIC SCALE (In Feet) I N �At SURvt''O1 inch = 30' ft. RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 * -Use of This Survey for Purposes other than Intended,Without Written verification,will beat the User's Sole Risk and Without Liatslitty to the Surveyoc"'-'— Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE X&X(SHADED).THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES,COMMUNITY NUMBER 120652, DATED 09/11/09. ' ••° • • • . a • • • • • • 13 • •• . • • CLIENT NUMBER:324-HENAO DATE: 7/16/2015 1 r 09* •'• •• • • 911 • • rr• ,RFit'st �'"". ' Re�;y. BUYER:ANGEL HENAO 786.715.1322•• ••• ••• eugeniovelers;3@9,mail'cong• r SELLER:JEAN AND BERTHE MOISE CERTIFIED TO:ANGEL CHICAGO O;TITLE EXPRESS OF SOUTH FLORIDA, y • LLC;CHICAGO TITLE INSURANCE COMPANY;WELLS A. r FARGO BANK,N.A.;ITS SUCCESSORS AND/OR ASSIGNS Y1 -C— p+, r�r p�/^` } Land 1 d J U 1 V eyp 1 1.1 *.•i i : 0 www.exactaland com • • • 35-1916•EB66.744.2N2 This is page 1 of 2 and is not valid without all pages. LB#7337 •:• ;' '; fi2iFaLrttta jAM.!6ultel•FLMyers,FL33913 REPORT OF SURVEY n FL1507.1694 This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: !. LOT 13 AND NORTH 25 FEET OF NORTHWEST 108 STREET,ADJACENT TO SAID LOT, SHORELAND HEIGHTS,ACCORDING TO THE PLAT - t THEREOF,AS RECORDED IN PLAT BOOK 43,PAGE 85,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. i S JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST IS BASED ON THE SOUTHERLY PROPERTY LINE OF LOT 13 AND NORTH 25 FEET OF NORTHWEST 108 STREET,ADJACENT TO SAID LOT,LOCATED WITHIN SHORELAND HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 43,PAGE 85,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground.Underground footings,utilities and encroachments are not located on this survey map. 3. If there is a septic tank,or drain field shown on this survey,the location is approximate as the location was either shown to Exacta by a third parry or it was estimated by metal detection, probing rods,and visual above ground inspection only.No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. S. Additions or deletions to this survey map and report by other than the signing party or parties Is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards,house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only.Research to obtain such data was performed at www.fema.gov. 9. All owners marked as set are at a minimum a Wdiameter,18"iron rebar with a cap stamped L.BN7337. 10.If you are reading this survey in an electronic format,the information contained on this document is only valid if this document is electronically signed as specified in Chapter SJ-17.062(3)of the Florida Administrative Code.The Electronic Signature File related to this document is prominently displayed on the Invoice for this survey which Is sent under separate cover.Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor.If this document is in paper format, it Is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments,if any,are affecting this property. 12.The symbols reflected in the legend and on this storey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field location,and may not represent the actual shape or size of the feature. 13.Paints of Interest(POrs)are selected above-ground improvements which may be in conflict with boundary,building setback or easement lines, as defined by the parameters of this survey.There may be additional POI's which are not shown,not called-out as PON,or which are otherwise unknown to the surveyor.These P01's may not represent all Items of Interest to the viewer. 14.Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15.The information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Surveyors.Additional logo or references to third party firms are for informational purposes only. 16.Pursuant to F.S.558.0035,an Individual employee or agent may not be held individually liable for negligence. 17.House measurements should not be used for new construction or planning.Measurements should be verified priorto such activity. LEGEND: 5URVEYORr5 LEGEND UN[IYP[5l(wmonero.= AC AM CONIXmONM A. IDENTIFICATION SBC. BECTON ® B.R. BMW,,REFBVNCEILL. lUZG(BIE W. SEPTIC TANK B.C. BLOCK CORNER :NST. IMI5TRUMCNT •fir. SEWERBX.F. 91.0 I BACKFLOW PREVENTOR INT. INTERSECTION 3RD SET GLUE DISC 2flf�NA BLDG. BUILDING LBO LICENSE 0•GJ.NE59 SAN' SET IRON RDD 4 CAP S UIN-UN1K ar WIRE PENCE BM BENCHMARK L5O LICENSE O.5URVEYDR LFAND SET NAR I DHC C BILL BUILDING R6TRICT�N UNE DM) MEASURED SOFSTY. STORY T. SQUAR TORY FEET EA9BA.1T BSMT. BASEMENT M.B. MAP BOOK 5TIE BW BAYAM WINDOW MX-5. M rT=END SDM" V SEM SURVEY AL UNE EDGE Or W� t(,7 CALCULATED M.F. METAL FENCE sw SIDEWALKKVL IRON FENCE C CURVE N.R. NON RADIAL S.W. SEAWALL CATV CABLE TV R15.t N.TS. NOT TO MA 5CALE TBM TEMFORAKY BENCHMARK OV VtHEAD LINES C.B. CONCRETE BLACK O.C.S. ON CONCRETE 51AB TEL TELEPHONE FACIUIIES �01•� CHIM. CHIMNEY O.G. ON GROUND T.O.B. TOP Or BANK SURVEY TIE UNE C.Lr. CHAIN LINK PENCE OFF OUT510E O1'SUBJECT PARE TLP. TOWNSHIP WALL OR PARTY WALL C.O. CLEAN OUT OH. OVERHNNG Ix TRANS91'ORMER CONIC. CONCRETE 1_ OHL OVERHEAD UNES M. TYPICAL Wow_,• mR CORNER ON INSAE or SU=PARCa U.R. UTILITY RM VINYL FML[ C:YII CONCRETE SAEWAIJC O.R.D. OFFICIAL RECORD ROOK NIC WmlE99 CORNER -y-r~-ter•-r+-soo- C.V.G. ODNCRER VAIN GUrRR O.RV. OFFICIAL RECORD VOLUME CIL CENTER LINE OVA OVERALL W.F WATER N FENCE or COVERED_ W.F. WOOD.!rMce 9URWMALI.FACE C3:rumaa ewen 05 CONCRETE SLAB IF) FLATCIS Stf NTH WATER VALVE VC DON( ASPHALT ] BRICK® � DED F.D. FLAT BOOK WV WATERVALVE Covey ) y', D.F. DRAIN FIELD P.C. POINT OF CURVATURE V.P. VINYL FENCE CONCRETE � D1W DRIVEWAY r.C.C. POINT OF COMPOUND CURVATURE tvA� ® tw00o® ETV. ELEVATION P.C. PERMANENT CONTROL POINT A.E. ACCZ59 GlIG2NT ENCL. 091091.11oG PQ FOOL EQUIPMENT AN.E. ANCHOR EASEMENT .S SMOOISr lrresor iia-i ENT. RAN ENTCE M PAGE C.M.e. CANAL MAINTENANCE G9MT. BMCH MARK EM ELc1RC NTf7 mom P.I. FOINT OF: t5ect oN ® E.O.P. EDGE Or FAVEMENT FL5 FROMWIONAL LAND SURVEYOR D.C. NAGE Q9IIGtUNE E.O.W. EDGE OF WATER FLT FIAMBR - CENTRAL ANGLE or DELTA EJB EECnBC Umu1Y'BOX r.O.B. POINT Or BEGINNING D.UE. ORMNAGE AND UTR11Y E'SANt. LMAT. ' S155 J/I COMMON ONNEL9RIIF RJ FLEDQ P.O.C. POINT COMMENCEMENT I.G,CG NBIQrC,IRCl5 ESMr, ♦ CONTROL FOINT PCM PND.CONCRETE MONUMENT P.r. nNCHED PIR MIKE IRRIGATION EASEMENT ■ CONCRETE MONUMENT NDH FOUND DILL HOLE P.R.C. POINT Or RC40M CURVATURE �wQ_`BOI_RD L.A.E. LIMITED ACCC55 E5MT. F.F. FINISHED FLOOR P.R.MPERMANENT REMMENLT MONUMENT LB . WDSfIPE dRIL1t9MT. ELEVATION .. • PIP FOUND IRON PIR F5M PROP5SIONAL SURVEYOR LF IAND5CAM WMT. FWC POLKA WON PIR N CAP AND MAREL 1.M2. IAK.OR LAIABCAR TJ FIRE HYDRANT rm FOUND IRON ROD P.T. POINT Or TANGENCY, MAINTENANCE EASEMENT • FNA OR SET MONUMENT TRO FOUND IRON ROD 4 CAP R RADa1S or RADIAL MLC MAINTENANCE CASE ENT GUVW11M OR PN FOUND NAIL Recm O MANN= ANCHORFMND FOUMA NAL O DISC . RANGE r.0 E PUBLIC UTILITY EkSINENT ro. FOUND R15 RESIDENCE R.02. FOOFIOVPFHANG tlMT. TREE rPKN FOUND FARKER-KAIDN NAR RW WHT OF WAY 5.W V. 500110L.EA2 MENT © UTILITY OR LIGHT FDIC FFKNW FOUND PK NAL I DISK 0) 5URVEY 5.W.ML StORM WATER WELL PKR5M FOUND RAILROAD SPIKE 9.5.1- SETBACK LINE MANAGEMENT ESMT• GAR GARAGE S.C.L. SURVEY CLOSURE UNC T.U.L TECHNOLOGICAL UTamY ESMT. ETA GM GAB MSCR SCREEN UL UnUIY WEMONT ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: In complete accordance with Florida Statute 472.025 and Puissant to1.While viewing the survey in Adobe Reader,select the ANGEL HENAO the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668,if this document was received electronically via PDF, "Print"button under the"File"tab. then It has been lawfully Electronically Signed.Therefore,this survey 2.Select a printer with legal sized paper. PDF,If authentic,Is completely official and Insurable.in Drier to validate the•Cktitronk5ignawre'oFPDF surveys sent via wwwsurve wrs,com, 3:Under"Print Range",dick select the"All"toggle. you must use a hash calculator.A free hash calculator is available for download at: 4. Under the"Page Handling"section,select the number _n.,d�tea<"mf ril�nvTa"MM fir"nsao�c�lan.l"r-R Ful shunt of copies that you would like to print In order to validate the Electronic Signature of any survey PDF sent via wrm.surwrtarxcom; 5. Under the'Page Scaling"selection drop down menu, 125 1.Davnlratl the Bash C&Nator aAilablP at • ,. • • , sBlect"None." www rdlM'�u eam/"n.rJSyul,•fik�Un�:"nw�,tlFl.h-C ru,-grl._html I O/O Off 2.Save the Survey POF an;p yourignr.i[exfrarrwvwtFsurtreystllstom •• 6. Uncheck the"Auto Rotate and Center"checkbox. or from the email sent frSmwww.twwpstarfkorrR • • • (UP TO$500) 3.Click the square erowseLdhontit t4l'uppe 1right hanou corn,or the �t 7.Check the"Choose'Paper size by PDF"checkbox. I Hash Caku6xot to find and select the saved Survey PDF document,and click 8. Click OK to printI ANY FUTURE the COMPUTE button N the lower right hard comer of the i lash Calculator SURVEYING SERVICES 4.Compare the 40 digit string of characters in nrJ%SIJA-1 lip"he 40 dgk•• TO PRINTIN BLACK+WHITE; SHA-I Characters for:WAfurvey�h�, fie n�v 4urr�,utwornwhich; �1. In the main print screen,choose"Properties". I ON THIS PROPERTY Is also printed on dif lm41ce th j survey. • • s.ucte40dlgasr gp(st♦tY-NcIMEctesirexacilytlle che•Yo • : 2. Choose'Quality"from ons.the options. •, .s'C1C0i xF• I ��, .�." L, .r'. .,y�y •f' ..t.g.,:, I (armthesurveyfiEevwAAxvcystaRco as;t y,J�ac nthet�sshcaktiao • •"3. Change from"Auto Color"or"Full Color"to 16s I,Pw%W47 I0'•711Z 4'r,A[mP]I then this PDF is a6ftr&It thcVd&It"of characters does not match exactly.then this PDF has been tampered with and It is not authentic. "Gray Scale". - - - - - - - - - - �. J -_ �• ... Exacta Land Surye ors Inc wwwm .exactaland.o •r Y. ws w •••�� • P.866-735-1916•F.866,-744-2882�. •.-•l •' ••' • • �`'•• L8#7337 11940 Fairway Lakes drive,Suite 11-Ft.Myers,FL 33913 Florida Building Code Online Page 1 of 4 ` . t o` BCIS Home E Log In User Registration Hot Topics Submit Surcharge Stats&Facts ( Publications FBC Staff' BCIS Site Ma € �U t1d :�k: Cf'RC1 P Links Search B u s i n e s `' , `�4 "}Product Approval Profess i r. I � USER:Public User Regulation tt1TlR!!;�!'!1!1��!lllt!'�lt4*J Product Approval Menu>Product or Application Search>Application List>Application Detail • •" FL# f FL11136-113 J Application Type Revision Code Version 2014 Application Status �Approved� *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-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 Swinging 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 �k TAS 201 1994 TAS 202 •�� ••� � • 1994 T45 703• • • • • • • 1994 000 :00 Goo Equivalence of Product Standards Certified By .•• • . • • ..• • . . • . . . . . . . • . •. .. • . . .• .. •.• • . . •.. . . http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvui5HdtONaDpDXxBJol s... 8/19/2015 Florida Building Code Online Page 2 of 4 ` Product Approval Method Method 1 Option A ' Date Submitted 05/15/2015 Date Validated 06/02/20151 Date Pending FBC Approval Date Approved ;06/06/2015 Summaa of Products FL# Model, Number or Name Description 11136.1 Contours Steel, Steel Edge 3'-0"x 6'-8",Opaque, Single Door,Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R3 C CAC NIO11233-Ri Certificate odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2016 Design Pressure: +80/-80 Installation Instructions Other: FL11136 R3 II DC9970-1 Installation.odf Verified By: National Accreditation &Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R3 AE PER3389.odf Created by Independent Third Party: Yes (11136.2 Contours Steel, Steel Edge 3'70"x 6'-8",Opaque, Single Door,Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLf1136 R3 C CAC NI011233-R1 Certificate'pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date.- Impact Resistant: Yes 08/31/2016 Design Pressure: +80/-80 Installation Instructions Other: FL11136 R3 II DC9970 Installation pdf Verified By: National Accreditation &Management Institute Created by Independent Third Party: Evaluation Reports y FL11136 R3 AE PER3390.Ddf Created by Independent Third Party: Yes 11136.3 Contours Steel, Steel Edge 3'-0"x 8'-0", Opaque, Single Door, Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R3 C CAC NIO11232-RS Certificate Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2016 Design Pressure: +61/-65 Installation Instructions Other: FL11136 R3 II DC9970-1 Installation Ddf Verified By: National Accreditation &Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R3 AE PER3389.Idf Created by Independent Third Party: Yes 11136.4 Contours Steel, Steel Edge 3'-0"x 8'-0", Opaque, Single Door,Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R3 C CAC NIO11232-R1 Certificate Ddf Approved for use outside HVHZ:Yes .. QWIitypssyragcgCoptract Expiration Date Impact Resistant: Yes ; OIC31/"Ulf : : 9 • Design Pressure: +61/-65 • Installation IinstActlons Other: .•• .641 1134 I13,1I bC 3&Installation pdf Verified By: National Accreditation&Management Institute Created by Independent Third Party: • .4 Evaluation Deports. • FL11136 Rj•AE PIR3310.bdf •; •Cr%ateQtIrjdepegdent:rljrd Party: Yes Ow 0 ••• • 11136.5 Contours Steel, Steel Edge 3'-0"x 7'-0", Opaque, Single Door, Inswing Limits of Use • • Certifcatien*Agency Certificate Approved for use in HVHZ: Yes • :Fl-111 L•d3 & C& NIB11401-RS Certificate Ddf Approved for use outside HVHZ:Yes WgjCty:h*ur§ncj j1q4ract Expiration Date http://Www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3Gvui5HdtONaDpDXxBJols... 8/19/2015 ' - 398 E. Dania Beach. Blvd BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Steel, Steel Edge Door 6'-8" and 8'-0" Single Outswing Opaque Impact Door for Florida Product Approval fReport.No.,3390 i Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub— Category: Swinging Exterior Door Assemblies Product: Steel, Steel Edge Door Material: Steel/Wood Product Dimensions: 37-3/4"X 97-5/8"(Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 ` F �% SES Prepared by: �Q- .•• "�" F '�.� Hermes F. Norwro, P;E'.; ; ; �• �O Florida Professional Engineer V#:71718 : : = ? Date: 04/19/2015 T T Conte S ••• ••• ••• %• Evaluation Report ••;Pages 1.—.40 •• • •• ;ter�S • """• 6 Digitally yl signed by er this document r .P' • ••• •• ••f,�� ►ONS Reason Date:2015.04.10 09:07:11-04'00' ..• ••• Hermes F. Norero, P.E. Florida No.73778 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . BUILDING DROPS A Perfect Solution in Every Drop Date: 04/19/2015 Report No: 3390 Certificate of Authorization:29578 _ Manufacturer: JELD-WEN,Inc. + Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Steel,Steel Edge Door 37-3/4"X 97-5/8" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,Inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation- Florida Building Commission. r Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions DC9970,signed and sealed by Hermes F. Norero, P.E:(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate'material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing DC9970 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions DC9970 for size and design pressure limitations. t . ... ... ... . . .. . . . . . . . . :.. '.'Hermes F. Norero, P.E. Florida No.73778 ... ... Page 2 of 4 . . . . . . . . . . ... . . . ... . . BUILDING DROPS A Perfect Solution in Every Drop Date: s04/19/2015 11 Report No: 3390 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#: CTLA455W, Report Date: 10/11/1999 Report#: CTLA650W, Report Date: 01/03/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA 1789) 3. Material Testing for'Dylite' EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report#: 3113726SAT-001 Date:02/05/07 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology, if any, between the edition(s)of the test standard(s) listed below and those edition(s) referenced in the current Florida Building Code.The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 .00 After review of the above mentioned referenced standards and;e4itipnj, j 1�15;beeqfound that no significant technical changes have been made to the test standard?fhaNibuld Wett tRefeShcts.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC, including HVHZ provisions. ... ... 0. .. . . . . . . . . 'Hermes F. Norero, P.E. Florida No.73778 ... ... Page 3 of 4 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . BUILDING DROPS A Perfect Solution in Every Drop Date: 04/19/2015 Certificate of Authorization:29578 Report No: 3390_ Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#8 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(DC9970)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Rating 6'8 Doors(X) Positive 80 PSF12 Negative 80 PSF12 8'0 Doors(X) Positive 61 PSF12 Negative 65 PSF12 1. Product has not been rated for water infiltration unless High Dam Threshold is used Item 11). If authority having jurisdiction requires that product meets this requirement, product shall use this threshold or be installed at a location protected by overhang such that overhang(OH) ratio=OH length/OH height is>1.0. 2. Use of High Dam Threshold(Item 11) meets water infiltration requirements up to a design pressure of+70 PSF unless values in design pressure table above govern. .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• • • • • • • • • . •• +• •.• ••• �.• '.'Hermes F. Norero, P.E. Florida No.73778 ••• . • • ••• • • Page 4of4 •.• . . . ••• . • NOTICE OF PRODUCT CERTIFICATION " ho,,x�cRx y' y r Company: JELD-WEN Doors Certification No.: NI011233=R1- -- j 3737 Lakesport Drive Certification Date: 08/14/2012 _ r a� Klamath Falls,OR 97601 Expiration Date: 08/31/2016 ' Revision Date: 06/01/2015 Product: Contours Steel Opaque Steel Edged Door(w/Wood Frame) 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 312"x 6'10" +80/-80 2.86 psf Yes CTLA650W 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 Single Max Panel Size:3'0"x 6'8" w/Kwikset 700 Latch&Deadbolt&Endura 4566A • •• Threshold • • • 0000 • •• Qualifies Configurations:X • • •• ••• • • • •.• 1000 'k . VS Opaque 3'2"x 6'10" +80/-80 2.86 psf Yes CTLA650W • • • Max Panel Size:3'0"x 6'8" • Single • •••• w/Kwikset 700 Latch&Deadbolt&ADA Threshold •• 1000 •• • • •• Qualifies Configurations:X • • • s • • ••• • •• • 0000 •• ••• , ••.O/S Opaque 3'2"x 6'10" +80/-80 12.0 psf Yes CTLA650W tt • • Max Panel Size:3'0"x 6'8" •• ••• Sl}lglp• 1000 w/Yale Heritage Latch&Deadbolt&Endura 4566A • •••° ••••• •• •0 0••00• Threshold • • Qualifies Configurations:X •• • • • ••O/S Opaque 312"x 6'10" +80/-80 12.0 psf Yes CTLA650W •i 0609Max Panel Size:3'0"x 6'8" • w/Kwikset 700 Latch&Deadbolt&Imperial High Dam 0000 Threshold Qualifies Configurations:X National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: jFJLDrWENa Steel - s STEEL,STEEL EDGE DOOR 6'8"&W O"SINGLE OUrSWING OPAQUE IMPACT DOOR O7 Ills O 3'-1 3/4'OA J Cc GENERAL NOTES MAX.FRAME WIDTH co � 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA . 3'OA F•' 4'1 CURRENT BUILDING CODE INCLUDING 'HIGH VELOCITY swL PANEL WIDTH Z O J LO HURRICANE ZONE" (HVHZ) REQUIREMENTS. r' V-1 3/4'OA ` lL Q 2. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY LL N TO TRANSFER LOADS TO THE STRUCTURE. •FRAME WIDTH Z LU =do 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED 3'DA LU AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO RASE MAX.PANEL snOTH ® ® g Q'- MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. F ^ U 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 1> Q 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: r I j n �1= -FOR 6'8"WOOD FRAMES - SEE TABLE SHEET 1 C') Y -FOR 8'0"WOOD FRAMES - SEE TABLE SHEET t 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE AS PER ASTM-E331. U o 7. SEE DESIGN PRESSURE TABLE & NOTES BELOW REGARDING o WATER INFILTRATION REQUIREMENTS. '� d OUTS*GjM AT.STEELEDGE DOOR 27 '3 3 • • LCanrtsn"ll lrems candbm) •• 1 28TAjdt, o r O o ••••: DOOR LEAF CDNSTRUC • 0 i \ O O Fare 24 ga. fllAb")DrIllinimum thickness. Galvanized A c o r V t+1 W dl Ste commerciaR qualit)P- AKDQ•per ASTM0620 with s-. m p I- V) miro 4m average yield sUength Fy=26,240 poi. 1 00041 $ h Q Z Cwt claslan: Expandedof styrene with 1.0 to 1.25 lbs. m W (O de t , ELD-WEI�P� • •• •• L 'm "' i W O Ld t, ¢� Poll•lstruction: Steel face eheeta gu a ponded q3 C3w polyotprorm{EPS), with oslteel tqp and bottW%j* and i I' W d N JQ steel stiles with a weed look block reinf•rcemeent.•The ,� 1 W a� hlllge stile•ontains a MDF board for addesl•hjnWe support. I- a ¢ U W ••••o• ` aI �Lu Fldme Con�ruetion (Both Frame Tvoes):•TWes!Icor►jambs I W agds�rfs kpbs am wartisid+butted and 1dlhed using (3) ti Qa 7 !� x 2 wire stapl`s. �n buSiper thm&&A'b&UING thres/lpld was unitiliz%d a ttV sill. An OQtiona`9Juminum 5 s m ADAo threshold is available. • • • 6'6" SINGLE OUTSWING UNIT /XJ r 6'0" SINGLE OUTSWING UNIT (XJ DIERIMG TwRLG OF CONTENTS _SCALE.• 1/P" =1'-0"r-r SCALE.- 1/2" =1'-0" LDacrH SHT DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS & OM ALL DOOR MODELS ARE VIEWED Z 3 HORIZONTAL CROSS SECTIONS FROM THE EXTERIOR SIDE 52 -.eOe 0 4 ANCHORING LOCATIONS & DETAILS to 5 UNIT COMPONENTS tr *NOTE: PRODUCT HAS NOT BEEN RATED FfjR WATER INFILTRATION UNLESS USING ITEM p 1� IF AUTHORITY HAVING JURISDICTION REQUIfiES N ro n 0 m o r THAT PRODUCT MEETS THIS REQUIREMENT, o DESIGN PRESSURE RATING PRODUCT SHALL BE USED WHEN INSTALLED S F Co a n ^0 o�r, NOTE: USE OF ITEM 11 MEETS WATER AT LOCATIONX. BY OVERHANG SUCH o THAT OVEEWN �0 'ap = OH LENGTH+ INFILTRATION REQUIREMENTS UP TO A DESIGN •WHERE WATER im noN WHERE WAM wEamAnoN OH HEIQ►1T �i� PRESSURE OF +70 PSF (UNLESS VALUES IN "EOEM°n s NEEDED REouIREMENr x Not NEEDED DESIGN PRESSURE TABLE TO RIGHT GOVERN) __ __ _ Z=k�C 7 p0 FLORIDAEP.E. NO.RERO 73778 DAM-1210 7 07 %Nqy r778, 7$ scALE:AS NOTED 6'8" (X) +70.Opsf -BO.Opsf +80.Opsf -SO.Opsf -* * ' Dwc.sr: EAG X8'0" (X) +61.Opsf -65.Opsf +61.Opsf T 65.Opsf I:',�T�-II�, 4 CHK.eY:S. SAFFEL O� Z: DRAWING NO" Digitally signed by Hermes F.Norero,RE ���;� t _ DC_9970 ReaDate 2015.04.110 09:09:59 1-04'00'men! ��ir�+lt N1`Ettttt y 7Z FL�°D'D' SHEET 1 OF 5 r i 2 1/2" MIN. 3 4" MIN46GEI�R m EMBED. 1 1/4" MIN. ITEM DESCRIPTION M61LRA o / iv EMBED 1 LATCH JAMB 1 i 4 x 4 9 16 PONDEROSA FINGER JOINTED PINE PINE— �w Y 9 . Y 2 HINGE JAMB 1 1 4" x 4 9 i6" PONEROSA FINGER JOINTED PINE PINE cn m r F 3 HEAD JAMB 1 1 4" x 4 6 16" PONDERSOA FINGER JOINTED PINE PINE 0 cc 31 - 31 i • r 4 4" x 4" BUTT HINGE 12 0..097" HAGER _>.I 5 9 X 1" PFH WOOD SCREW HINGE TO DOOR D] 32 � 32 -rn 6 9 x 3/4" PFH WOOD SCREW HINGE TO DOOR STEEL .- 7 8 PFH WOOD SCREW WITH 1.15 MIN. EMB. INTO SUB-BUCK STEEL U � 6 10 x 2 PFH WOOD SCREW STEEL Z C Q c) 3 3 9 3/16- ITW TAPCON MIN. EMBEDMENT 1 1 4 INTO MASON STEEL Z W �C00 M 10 ADA EXT. ALUMINUM THRESHOLD MODEL 6063-T5 ALUM. W Y 11 OUTSWING HIGH DAM THRESHOLD 1.75" x 5.25") ALUM. 3 Q EE DETAIL A SEE DETAIL A 12 OUTSWING BUMPER THRESHOLD 1.0" x 4.625") - ^ Qtt1 ON SHEET 5 ON SHEET 5 13 COMPRESSION WEATHERSTRIP SCHLEGEL O-LON ODS 650 FOAM .1 ^ -1= 18 18 13 14 12 x 3" PFH WOOD SCREW STEEL ' M Y a 15 #9 x 1" PFH WOOD SCREW STEEL 16 FACE SHEET 24GA. .020 THK. MIN. GALVANIZED STEEL STEEL 17 #E--x 2 PFH WOOD SCREW STEEL 18 TOP RAIL 1.73" x 1.21" x 0.021" THK STEEL 19 BOTTOM RAIL 1.73" x 1.21" x 0.021" THK STEEL 20 SIDE STILES 1.73 x 1.21" x 0.021 THK STEEL 16 N a 16 N v> 21 WOOD LOCK BLOCK 1.67 x 3.0 x 18.75 WOOD Z • >Z) D D 22 STRIKE PLATE 3 v) • ^i' •• • •• as o as 23 MDF BOARD MDF o� o or ••••• • • • or 00 24 0.50" x 1.69" DOOR BOTTOM SWEEP VINYL o Z) p • • • • • °D"D OD a0 25 WOOD LOCK BLOCK WOOD va II N „�.�; •• �� II II �� WW W� •••••• -.,• • • • 26 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. DENSITY BY JELD—WEN FOAM J cn W 0000 n 10,00 n 27 KWIKSET TITAN SERIES LATCH & DEADBOLT 200 & 660 - o �- I I • ^.,:��;, • •• m I I mor 28 KWIKSET TITAN SERIES LATCH & DEADBOLT v,a °D°O• `" II II 00'o II II 29 LATCH SCREWS 8 x 1 1/2- PFH WOOD SCREW STEEL W" m W �F!•••••� v,l:. • •• •• �� 30 NOT USED - �o C)o �x••••• F • •• *••••• I 1 99 1 .1o'0 31 2X WOOD BUCK WOOD i J ) _ • 'to u0 == co u0 32 11/4- MAX. COMPRESSION SHIM WOOD DD Q`'' Um J ••••• ~'• • •••• J J F- 33 16 GA. 7/i6- CROWN x 2w LONG STAPLES STEELLU w$! • • • a ••••• xx o_o_ xx a4 • ,•: •••••• 26 16 a iC • ww XX ww a sem•• �:;•• 16 • 00 Ll �� i6 dd• • • • <a ti5x m Y OA•••• • 00 19 • �.�'.• 24 10 qd ad 26 0 0 26 6 o L $ N c2 cn 19 19 _ � ZLLJ 4' C,4� 13 17 w w 13 12 �� 2 1/2" MIN. 9 in N o C, 2 w EDGE DIST. N' m ao o a JLjL TYP- OPTIONAL GO N 0 1 _ O O O Ds COAICRETE� F.. X�i SCALE. 3" =1'-0" o n<n N oz 31 +' 'ZG •.)'p % HERMES F. NORERO was 12107/0 7 3/4" MIN. I I 7 1 1/4" MIN. 2 ` j 1 f $,i� FLORIDA P.E. NO. 73778 7 �:AS NOTED EDGE DIST9 EDGEDIST. .ttf^^^"'111 EMBED * - owc.BY: EAG CHK.aY:S. SAFFEL DRWNG NO.: H \ VERTICAL CROSS SECTION TYP. ( y 1 VERTICAL CROSS SECTION TYP. �i��`SS�JNA�FCYG�� euamw ox DC9970 f 2 WOOD FRAAfE INSTALLATION SCALE 3 =1'-0" 2 CONCRETE INSTALLATION SCALE• T' =1'-0" �'�gJi�111}1�1`` uwMerxKnvaa o rn } SEE DETAIL D SEE DETAIL A m SEE DETAIL A 6� 6" CC F— vj 819/16" 8 9/16" B' I _ 8 3/4" Z O Q c? SEE DETAIL DL LL / " 7 9— W Y = 6' I I6 Typ- _ 9 1 16 7 97 9 r16- 1'-0 1/4" 4' 5 2'-2" W n 2 ao Y C M Lo 9 1E/16" N \ M n ,'-0 1/4" 0) I I N i7 9 1E/16- M Typ- 9 1,'/16- O'SEE ••�• 7 9 3 • ••• • • j 1'-0 1/4 p to • .:,• • �, _ in 000 Z 9 1 16" ww DETAIL Bi - B 1'-0 1/4" SEE DETAIL B 2'-2" D w o U) 9 1 /K" s + •• ••• 0a Ja • J 9 1 • • A • • B 1'-0 1/4" C 7 9 0 •• 7 9 w m z o C y� D � W 0 �l� • '•• ••• _ _ � ] � _ •• •• • • s I 1 wgya� •••• • •• 6�{•• 6- IrSEE DETAIL C 6"— 6" SEE DETAIL C (N ao • to 0 tooa VMS •••••• •••• • CHQRING LOCATIONS ANCHORING LOCATIONS • • 8'8' OUTSSWING SINGLE UNIT (X) B'0" OUTSWINC SINGLE UNIT (X) •••• �` SCALE- f/2" =f'—O" J SCALE: f/2" =f'-0" ALL DOOR MODELS ARE VIEWED (3$ FROM THE INTERIOR SIDE S 3 e � o 3 In N N I"N 2 0 '00 l 2 O O^~ N Q 14 12 `,`1t1t1nrrfgf�' o o o 6 . mutaMN�z • ��G 'y'P� HERMES F. NORERO DATE 1210 707 o • f N 77$ FLORIDA P.E. NO. 73778 AS NOTED scuE: 8 _ 17 33 _ _ _ �t /id'// E * = — Dm-Br: EAC p tAT QF r CHK.Br:S. SAFFEL SCALE 3 B" —f'-0 TAIL B DETAIL C DETAIL D �� ow" ° DETAIL A / — SCALE.- 3/8" =1'-0" SCALE: 3" =f'—O" SCALE- 3" =f'-0" '�iSS/JN�4(C�G��`� 'AD �� DC9970. ffff rl rllttt� eoifll nswo� e SHEET 4 OF 4" 0 D 3/4" O O 4" i/jr. z ° QM I— 2 3/16" 1/2" a �N " THRESHOLD �fZ Lu = 1/16" (Min) SCALE 6" =f'-0" Q Ln FINGERJOLAITED PINE \BUTT HINE 4x4z12 CA. ! n\dL16_ALUiIINUi! THRESHOLD=f'-0" —f M SCALE w 6" =1'-0" `� SCALGE. 6" =>'-0" �� SCALE. 6" Lu Y 3 �OUTSWING BUIfPER THRESHOLD • •• 1 SCALE: 6" =1'-0" ? 9116- �{ 1 3/4" 3c O 0000•• • • • Opp • • • • 1 3/4" o o �••• • 0000•• I . • • • _1 �1 3/16" LU Lj W • • 0000•• I' n IIZLLJa o- 1 • �_ 1 3/16" 1 1/8" w(np 0000•• •• • •• •• W O m U 0000• t0 ••• •Y•00• N Olpj w ~ • • •0••t •• • 0000• W all j J •• 1 DOOR TOP RAIL & SIDE STILE '9 OTTOA!RAIL 23ce ••• SCALE 6" =f'— SCALE• 6" =1'-0" SCALE 6" =1'-0" SCALE 6" =>'-0" co 0 1 F • • 0000•• 0000•• •• .Y 000009 18 3/4" for 8'-0" DOOR •• 0 • •• • •• 11 3/4" FOR 6'-8" DOOR _ > • • • • 1 23/32" u 5` x m •s•••• 0000 • • Ir 1 3/16" •0000• 4 1 4" � 3/16" C—SINK. �— ft / 3" L $ Lld1n rTTI-A ]LcQ z�9? Ia L IA. VARIES WITH HARDWARE USED I Io ti ti OM DOOR SWEEP DETAIL A N n n N SCALE.• 6" =f'-0" 2� 2 SCALE 3 =1'-0" SCALE: 1/4" =f'-0" O o 0 o w Q m N r•� !] ti.. G '•j'S� HERMES F. NORERO 1Mre:12107107 .� FLORIDA P.E. NO. 73778 I AS NOTED DWG. Err: EAG ( ` CHK.ffr:S. SAFFEL oraw•1c Ko.:— '���isS�JNf�L ovwDROM w DC9970 KK '��f)111 f{{{{5�`� nwK MCK n 330M see SHEET 5 OF 5 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.miamidade.Qov/economy Cury-A-Tech Corporation 930 W.231 Street Hialeah,FL 33010 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. tDESCRIPTION: Series"940"`Aluminum Horizontal Rolling Window--L,M.I. APPROVAL DOCUMENT: Drawing No. W07-59, titled "Series-940 Alum. Horizontal Rolling Wdw. (LMI.)", sheets 1 through 4 of 4, dated 08/06/07, with revision C dated 07/13/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large Wnd'Small Missile Impact Resistant. LABELING: Each -unit shall bear a permanent label with the manufacturer's name or logo, city, state, j 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 th6re 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 eniire'1QC?A:slMl1 lrprgviVeo•to the user by the manufacturer or its distributors and shall be available for inspeetiogat-thb jbb:;i¢.4 the request of the Building Official. This NOA revises NOA No. 12-0416.11 ami&eonMets of this;age 1 and evidence pages Irl and E-2, as well as approval document mentioned above. ' The submitted documentation was reviewed by Mo1weJ&rez,IV.E.. • NOA No. 15-0409.14 CMIAMI,DADE CO Ty � •� �•� �.� ' ' ' Expiration Date: September 27,2017 J Approval Date: July 23,2015 #71 5 • . . . ... . Page 1 ... . . . ... . . Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS B. 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0813.08) 2. Drawing No. W07-59, titled "Series-940 Alum. Horizontal Rolling Wdw. (LMI.)", sheets 1 through 4 of 4, dated 08/06/07, with revision C dated 07/13/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. C. 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 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5262,dated 07/14/07, signed and sealed by Carlos S.Rionda, P.E. (Submitted under NOA#07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 02/26/15 and 07/13/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP -Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. 2. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology,Inc. dba Glasslam for their "Glasslam Safety-Plus II Glass Interlayer" dated 10/03/13, expiring on 08/07/18: 3. Notice of Acceptance No,,14 -0916.11 issued to Kuraray America, Inc. for their SentryGlasO (Cleat and iViij):b�ags;Igrterlayers dated 06/25/15, expiring on 07/04/18. '' ' ' ' • :9: • • ... ... ..• ivdanueyfe� ,P.E. • • • ' ' • • Product Contr aminer • NOA No. 15-0409.14 •• "' Expiration Date:September 27,2017 Approval Date: July 23,2015 • • • • • • • • • • • •• •• • • • •• •• r Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and of no financial interest, dated February 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-5262, dated 07/17/07, issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Carlos S. Rionda,P.E. (Submitted NOA No. 07-0813.08) G. OTHERS 1. Notice of Acceptance No. 12-0416.11, issued to Cury A Tec Corporation for their Series "940" Aluminum Horizontal Rolling Window -L.M.I., approved on 07/19/12 and expiring on 09/27/17. WOO 0.0 •.. ..+ +•+ Manu err P.E. . + + . • • + Product Cont 1 aminer NOA No. 15-0409.14 •+ "• • • Expiration Date: September 27,2017 Approval Date: July 23,20154 •YY • • �i12••♦ • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP(XO OR OX SIZES) U 6'MAX. TYP. 4' 13'MAX. WITH LIT WITH 10 HEAD/SILL A HEAD HEAD/SILL FALSE HUNTINS WINDOW DIMS. SHEAR CI3P SHEAR CUP n CORNERS _Z SILL SURFACE APPLIED WIDTH HEIGHT EXT.(+) IMT.(-) EXT.(+) INT.(-) Z j ` i OPTIONAL ( ) ( ) 26-1/2• 70.0 70.0 70.0 70.0 00. J7" 70.0 70.0 70.0 70.0 �. a l� 53-1/8' 26" 70.0 70.0 70.0 70.0 d o n 3 II 11 74' 70.0 70.0 70.0 70.0 ^W � U it !� 26-1/2' 70.0 70.0 70.0 70.0 --±-=---- ---- 37" 70.0 70.0 70.0 70.0 O 38-3/8" Q d n i; E1 53-1/8• 70.0 70.0 70.0 70.0 j r g p csi .o n I 7t D M x i n O /rl/ 3 - / 3 74' 70.0 70.0 70.0 70.0 CY V OO W f9 n o N of I� m 28-1/2" 70.0 70.0 70.0 70.0 Q n 3T 70..0 70.0 70..0 53-1/8' QQ•W0 W'0_____l5D-5/8- . . . 587 58.7 70.0 700 1fr M74' cN6 li 26-I/2' �� 70.0- 70.0 70.0' 70.0 J Olt 1 2 I B 65.5 65.5 70.0 70.0 ---- 53_I/S" 6JC� 49.7 49.7 70.0 70.0 r N 74' 40.4 40.4 70.0 70.0 - m m� 24' 70.0 70.0 70.0 70.0 z ` • •• 34 1/16" 33 15/16" 0 36' 70.0 70.0 70.0 70.0 a O ,,I • • • D.L. OPG.0000 D.L. PC. O 48' 24" 70.0 70.0 70.0 70.0 i • ••••+ • yT 1/8, 60' 70.0 70.0 70.0 70.0 O v • • • __WMT72' 70.0 70.0 70.0 70.0 ¢ (L •••••• • •••• * • • • • 74" 24' 70.0 70.0 70.0 70.0 a O • •••••• WINDOW WIDTH 36• 70.0 70.0 70.0 70.0 o U p 4 • 48' 36' 70.0 70.0 70.0 70.0 2 o • •••• •• • •• •• 60" 70.0 70.0 70.0 70.0 s Ulna m W • • • • • TYPICAL ELEVATION 1/8"H.S. GLASS 72' 70.0 70.0 70.0 70.0 3 •••• • •• •••••• I n� m • • TESTED UNIT 24' 70.0 70.0 70.0 70.0 o Q tV 0000 •• • 066* .090"Interlayer • • • • • Saflex Clear And Color Class 36' 70.0 70.0 70.0 70.0 i • • • •• •••• OR'Eastman Chemical Co.' 48' 48" 70.0 70.0 70.0 70.0 • •••• • • • •••••• 0.90'Interlayer 60" 70.0 70.0 70.0 70.0 Urn= • Closslom Safely-Plus II 72" 65.4 65.4 70.0 70.0 O • •••• •• •• •••••• By Polymer Extrusion Technology, Inc.' • • • OR 24• 70.0 70.0 70.0 70.0 •SERIES-940 • • •• .090'lnter,oyer 36' 70.0 70.0 70.0 70.0 • OPTIONAL DuPont SenlryClae 48' 60" 57.2 57.2 70.0 70.0_ • •aLIJidINUM iIO12LZ0NTAL SLIDINS WINDOW NON STRUCTURAL By'Kurarey America, Inc: GLAZING CHANNEL 60" 49.2 49.2 70.0 70.0 APPROVAL APPL166•T&sSINGLE UNITS OR SIDE BY SIDE SILICONE APPLIED ,/8'H.S. GLASS 72" 44.3.. 44.3 70.0 70.0 of COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SILICONE NOTE: n MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. DOW CORNING 995 W a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ROLL FORMED GLASS CAPACITIES ON THIS SHEET ARE u g GLAZING BEAD Z F BASED ON ASTM E1300-09 (3 SEC. GUSTS) WILL APPLY TO ENTIRE SYSTEM. AND FLORIDA BUILDING COMMISSION � m u DECLARATORY STATEMENT DCA05-DEC-219 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE eo vNi c v REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY n m d«S S HURRICANE ZONE (HVHZ). •� c m u WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER THIS NOA IS NOT VALID WITHOUT CORPORATE SEAL O LOADS TO THE STRUCTURE. IIS OF CURV-A-TECH CORPORATION AND A LABEL AFFIXED. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS PROD CT RHVISIM Enc JAVAD AHMAD I."EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 'as awilb the plplm9 CMLBO' Ing 4ApN':. 592ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Exalimlon De,o ' X S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. T ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. GLAZING DETAIL B.11�L ad*Product 1 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT �� drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE ATED FOR LARGE MISSILE IMPACT. W07-59 REQUIREMENTS OF THE FLORIDA BUILDING CODE. SHUTTERS ARE NOT REQUIRED. sheet 1 of 4 EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS f\ U SEE ELEV. SEE ELEVSI SEE ELEV.- 1BY FOR SPACING FOR SPACING FOR SPACING WOOD EDGE I G�' a •a,�. DIST. METAL I r___ 8 a d I o STRUCTURE 1 MULUON &MULLIONAOE COUNTY APPROVED It m Z ° TE NOA ANCHORS < A G e e. r i' EDGE $ � I SEE SEPARATE I� 01ST. I � � ut � '•q SHEAR CUP 2"LONG I I EDGE 22 AT FRAME HEAD I DIST. j 1 o o ANCHORS ONLY I I� 1 O O.0 Q. O; 17 a W 1 10 SEEICAL ANCHORS I�O u s ELEV. 0 FOR SPACING n O 12 \ \m \ 0 m 5 m �a<a 0��p � 14 6 HEAD ANCHORS WITH SHEAR CLIPS N 15 SEE SHEET 1 FOR CAPACITY LL Z y F WOOD BUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH ' -"fS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q6 � AND TRANSFER THEM TO THE BUILDING STRUCTURE. — J m SEALANTS: TYPICAL ANCHORS: SEE ELEV. FOR SPACING ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION F • •• 1/4" DA, 1 T A ON BY O• (Fu-177 KSI, Fy�155 KSI) m • • • SCREWS 1N SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i o ••• O • •• ': F WEEPHOLES: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) pa • ••• W1 - 3/8" NOTCH IN LEG AT EACH ENO THRU"1 BY BUCKS INTO CONC. ORS MASONRY � � • •••• • ,0 $ = W2 - 3/16" X 2" NOTCH 4 PER SILL 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) __ z 0L_i • i >f • • - o W3 - 3/16" X 2" NOTCH 3 AT XO & OX SIZES 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) & _�o (x1 ', OPEN CELL FOAM PAD (1/2"X 3/4"X 3-1/4") AT EACH W3 - z UaM • 0000 $ •• • ', •• • DIRECTLY INTO CONC. OR MASONRY Q rn a • • • W4 - 1/2" X 1/8" NOTCH AT SILL TRACK 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ~ •••• `_ • •• •• • AT 1-1/4" FROM EACH END (XO OR OX SIZES) 'i 1-1/4•' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) e Q • • •• •• •• • #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • •••• INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK, = 1/8°) w "0�a U mx� • INTO METAL STRUCTURES • 000: •• •• 1 00004 • 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) ••••• iA TYPICAL ANCHORS TYPICAL EDGE DISTANCE 12 SEE ELEv. FOR SPACING INTO CONCRETE AND MASONRY = 2-1/2" MIN. °o o 5 INTO WOOD STRUCTURE = 1" MIN. - o 2 INTO METAL STRUCTURE = 3/4" MIN. n E 3 FOAM PAD W1 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. W3 5 W2 sA.UCK E C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. v B I N , s p o « 13 W4 \ 1 17Eng,:JAVAD AHMADCIVIL _ FLA.PE/70592 4. ICAL ANCHORS PRODUCTREVIS&DN.3538SEE ELEV. " ascomplyInO wlih the FWlfdsFOR SPACINGTYPICAL ANCHORS BuWp SEE SPACELEV.ING AEDGE DIST. I EDGE 01ST. FOR SPACING 151 ° drawing no. PRECAST SILL fay JI W07-59 FOR CAPACITY USE COLUMN WITHOUT SHEAR CLIP ONLY Mf sheet 2 of 4 !j ITEM PART/ gUANTITY DESCRIPTION MATERIAL MAN?./SUPPLIER/REMARKS �U u 1 10248 1 FRAME HEAD 6063—T6 — '^ 2 10845 1 FRAME SILL 6063—T6 — p 3 10847 2 _ FRAME JAMBS 6063—T6 — Z 4 11822 1/VENT H.O.FIXED MEETING RAIL 6063—T6 — 0 q 5 10846 1 SILL TRACK 6063-T5 - Q d 6 10250 2/VENT VENT TOP/BOTTOM RAIL 6063-T6 - IL .V 7 - 1/VENT 5/16'BOX SCREEN - - 0 MIAMI-OAOE COUNTY ��___,� TYPICAL ANCHORS g 10257 2/VENT VENT SIDE RAIL 6063-T6 APPR,D CLIPPED MULLION I I SEF ELEV. FOR SPACING - c u - SEE SEPARATE NOA i� �i 9 11823 1/VENTH.D.VENT INTERLOCK RAIL 6063-T6 = 0 t F I I I 10 C-3055 4/VENT WHEEL HOUSING&GUIDE NYLON V .f 11 11 C-3056 2/VENT ROLLER PIN ST. STEEL 90: � Qg 12 C-3085 4/VENT VENT FACE GUIDE NYLON - 0 IL Q p $ 13 - _ 2/WINDOW WEEPHOLE HOUSING&FLAP NYLON OR CELCON - aA W g a 14 - AS REOD. ROLL FORMED GLAZING BEAD ALUMINUM - a 1 --- --- 15 995 AS REOD. GLAZING COMPOUND SILICONE DOW CORNING J�Z y�j SS- L'+, 1 I 16 7916-187 AS REGO. FINSEAL WEATHER STRIP W cryl IR 1� �I 17 #8 X 1' AS REOD. ASSEMBLY SCREWS - PHP SMS ei - I�___�I ------------ 18 - 2/VENT SWEEP LATCH ZAMAK AT 7-1/4"FROM EACH END -� m IBA 10255 2/VENT ALUMINUM VENT LATCH 6063-T6 19 C-3081 4 LATCH SPRING CLIP ST. STEEL - V Z m • •• WINDOW WIDTH WINDOW WIDTH 20 C-3057 3/VENT BRASS ROLLER _ � F ap • • • 21 #8 X 3" 1/VENT FIX. RAIL BOTTOM SCREW n • • •••• • •• 22 - AS REOD. SHEAR CLIP 6063-16 2"LONG O • • • • • •••••• O • •••• • • • • Uto • • • x 18)"'o • •••• •• • •• •• W h •••• • •• •••••• VENT WIDTH ••yfi MAX. • C}PTIONAL TO• • 7 13 Q h • SHIM *EEP LATON • O O '� 1/4"MAX. O J •9060• 19 $HIM WO ` U O y r • • •••••• 9 - W000 BUCKS �+ 2BY WOOD B K D.L.OPG. OR METAL I/4"SHIM O • &T�11`TyRE 3 I OR •••••• TYPICAL ANCHORS WOOD STR CTURE • • •___ • •• 18 k; � E ELEV. R SPACING r •• -_- _- O n -- -0 0 -1733 __________SCREEN OPTIONALr ____ _ -------- _--.-._ -_-._ • _ w� ¢i 0 W 7 O 3 4 P. W TYPICALANCHORS D.L. OPG. SEE ELEV. 0 o ^n FOR SPACING EXTERIOR `m WINDOW WIDTH Engr:JAVAD AIMAD e CIVIL TYPICAL ANCHORS XO LAYOUT - - FLA PE#70592 SEE ELEV. OX OPPOSITE -PRODUCT RBVISFD CA.N.3538 o„ FOR SPACING m WMO .'g ly"With the Florida B ' _ U l 1drowing n0. W07-59 sheet 30f 4 0065-L0M\3NV-dY400 6966-BBB (900 'xv3 l£96-888 (90f) '331 — -I 816sz�az(sros)Jad Doss-s9zcsos)'i3i Ol0££ -� 'HV31dIH 133a1S P£Z A 0£6 Ow SIN 3JMMJ ON Sl'f t'LO J OIKvH :/�'p vcte00TS-",d 3wvIw , `o 3"L8"M5 SEZL Ow+t Oz of 031vOd0 st a zo a d. 1N3wdo33A3O JDnG0Hd 9 Sa33NION3 NOI1VNOdbOO H031—V—ANno 133NS SIRL 30rM0 oN n-a-zo v .� _.z/� :.Iw. •� O • eel NOIlVHOdUO3 a00NVd-'1V Cj 'M(OM DNRMOS 3YINOZIMOH Wnw 0Y6-S3183S uoi uosa a o ou to-eo-ao -moo H auo�slnau ��.. 0 o N hm ef: S�w ' 3� vl \ M c Ms A G D: tL } 4 a. N o a T--- ' O S!. O N� T1., 7 •p • • • V� • • 4f� • • • • 00 � O � 2O uI • � • • • N N�� h V N V • V. • • • 081 -� N N NM N M f"a0h � m W oD rt W mn 4 iG K N ••• 0 • • ••• • • � f { ;'•MIAMbQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 Sw 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianiidade.gov/ccononw Labrador&Fundora Corp dba V&V Windows 2355 W 41h Avenue Hialeah,FL 33010-1454 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"300" Outswing Glazed Aluminum Door w/wo Sidelite or door whvo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10-08 Rev F, titled "Series Aluminum Out—Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control'Section. MISSILE IMPACT RATING: Large and Small Missile I'mpactS Limitations: T - I 1. See Design Pressure(DP)ratings in sheets 3,4&5 for unit sizes Vs glass type.Lower Design Pressure from doors or mullion shall control when doors are mulled(whvo Reinforcements). 2. Door w/transom is limited to max.25-1/2"h Transom. 3. The maximum positive exterior DP shall be+66.30 PSF,where water infiltration requirement is needed. 4. Glass lite wider than 36"shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame are of alternate size must not exceed 960113.02 W,nor panel tested area and max.Panel height. 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 rales,advet tis ngor atty-otherpurposes-shaH-automaticaliy-terminate-Ns-NOA:Failure-to-ea etienof 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 litmittmet If any portionrof fine NOA is displayed,then it shall be done in its entirety. a.: : • • INSPECTION: A copy of this entire NOA shallke prexided000 0 o fie•Jer:byo the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews&revises#12-0113.02 consists afthis pW 1,ppd evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by.11a4 I.b6dA P.1t •• p� ••• • ••• • Expiration Date: Sept mber 013 2020 MIAMMADECOUNTY • • • . • • • • °� : :.•.: : :.•.; Approval Date: September 10,2015 a1�1�� ••• • • • ••• • • I Page 1 f Labrador&Fundora Corn dba V& V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No, W10-08 Rev F,titled"Series Aluminum Out-Swing Entrance Door(L.M.I.)",sheets 1 through 12 of 12,dated 02/24/10 and last revised on SEP 03,2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#12-0113.02/#104406.04) 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(+50.0 PSF, sill S-I only) 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of an Aluminum outswing French doors w/wo sidelite and door w/Transom& sidelites,prepared by American Test Lab of South Florida, Inc.,Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem,P. E. and Edmundo J.Largaespada,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5th Edition),prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02, 04 and-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. Dupont)for their`Butacite®PVB Glass Interlayer", expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5'h Edition) and letter of no financial interest,prepared by Al Farooq Corporation, dated 02/11/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters,as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega.(Submitted under previous NOA No. 10-0406.04) 4. Florida Department Of State, Div of Corporation, active listing of Labrador & Foundor_a Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. G. OTHER 1. This NOA revises&renews y#llis(t1131.92, expired e>g 09/01/15. 2. Test proposals#07-3564 &test proposal dated 10/20/08 app•ove((d by BC(Y{'+O. \ • •Y• ••• ••• • • 7K • �,�"� • • • so • • • Ishag I.Chanda;P.E. • •• • • • • • • • Product Control Examiner so* 'NOA No 15-0310.051 Expiration Date:September 01,2020 ••• • • • • •• • Approval Date: September 10,2015 • •F;-j . • • ��V T 0 2 P IJ O � u �o� o h PROBUCrREV18ED 0 41 C =Plying with the Mew 1% .0 M ra CaM ihw.n.:I1Nir�e,sl 03/0•o7r LL�� • •669 �M, y �. 4 4615 F • • 9••9 • •• Mh,ell RSM Central O 6666•• • • • •••••• •• • • • THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. o • • •••••• SHUTTERS ARE NOT REQUIRED. g • • • �z •• •• • •• 6 •• P • •666• •• •• •• • 6690 ALUMINUM OUTSWING ENTRANCE DOOR w • • •• ••• • 0000• SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. 1 0 0 0- 6 6 6 •• SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. 4 s • • • •• ••• SINGLE (0) SIDELITE SEE SHEET 4, S M ••• •• •• •• •••••• SINGLE AND DOUBLE LEAF DOORS WITH SIDELRES SEE SHEET 5. � 'b •• • • • LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR =10 3 s c • • • : •••• SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. ?�I N,o,G ••• •• 6666 • • D$n � 1/%-HEAT Sl%EN'O GLASS 3/16"HEAT STREWD GLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION JON S 000••• RESISTANCE IS REQUIRED. O .090'Interloyer .090'Interlayer 8utacite PVB Butodte PVB By 'Kuraroy America,Inc.' By 'Kummy Americo, Inc.' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY yt yy G 1/8'HEAT STREWD GLASS 3/16" HEAT STREWD GLASS HURRICANE ZONE ("MZ). C C iffy OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY S 8 SILICONE SILICONE TO TRANSFER LOADS TO THE STRUCTURE. o N DOW 995 DOW 995 a Q� PECORA 895 PECORA 895 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS d 3 m ,m a ut EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O �Z AT 1/4 POINTS ON LITES m 10 !DELL-TMAN�f 6N�Y A1 11 NCHORING-OR-LOADING-CONDITIONS-NOT-SHOWN-JN TYJES"LTAII i - 20 \ 20 \ m u \ NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. H 2g 25 1 I ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. m 0 jT I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 0 0 a o w / COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE. Engr;JAVAO AHM CML FLA.PE 1. 70592 CAN.$538 _ B ' GLASS TYPE 'A' CLASS TYPE 'D' GLAZING DETAIL y $ 0 1 5/16'OVERALL LAM.GLASS 7/16'OVERALL LAM.CLASS AT SIDELITETRANSOM 8 a / ,S 2Q 5 drawing no. GLAZING OPTIONS W1 0_08 sheet 1 of 12 39 5/8'MAX. 76" MAX. �4ftu FRAME WIDTHFRAME WIDTH o 12" 12" Z 5"MAX. EAHEAH D 5" Fes- HEAD a HEAD/SB_l A SILL HEAD/BILI I A• SILL }� I CORNERS CORNERS 0 g v O L, I I I HEAD&SILL ANCHORS a " I I AT STILE ENDS 0:a n (4)ATS'O.C. 0 U O 0 G en1 C m r == = n4=== I \ p L Q a 8 II I LOCK OPTIONS\ �- __n--_- c� .u• II - I '� i II----' I #1 OR 02 .1 Z e, • a II IOPTION 01 SHO Q w ( f • x = ••••.•••• .••.••.•�•+iQqnro i4yl• �m Jo • •••••�••i••�i•yyT(�I1I}IlI,�''•a••• •••�••\ IIiI,II �mnw� eno �= moJ \_\_\ted+1„IIII;i1 S/EE/SHPL E 04 000 D/T S/H 1 0O• LOCK OPTIONS (OPTION /1 SHOWN) 0/1 OR 02 SEE SHEET 10 •• BOLI • • ow Uo •••••• I -or • • ACTIVE INACTIVE ``C_a.- I 45$Mm ••••• SURFACE RPPOEO•• •B 000 m SURFACE APPLIED B / ' w PRODUC F REVISED o it>c m • FALSE MUNRINS OR• • •• w cn•PIrMY 1k F1e,id+ 0 1d u .. • o FALSE MUNTINS OR o IynNnr CO& a 3 t o DECORATIVE GRILL •26•3 4'#AX. U DECORATIVE GRILL v •••••• MAY BE"10%• / 26 3/4'MAX. 26 3/4'•MAX. Attept+ue lN.a -0 Q_� ° N 2 O.L. OP MAY BE USED • • O.l0000 . OPG. EN4"+M+DNe o n° 36 3/4"MAX. 36 3/4"MAX. LEAF WIDTH LEAF WIDTH IAAJe Ce•1191 O 36 5/8" 73"MAX. �n DOOR OPNG. W. DOOR OPNG. WIDTH (X) (XX) c � W RNN,DOORS LOAD CAPACITY - PSP DOORS LOAD CAPACITY - PSF NOTE: u nn S WITHOUT TRANSOM (XX) C-LTIES-AN- - 19 SHEET ARE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR DIMS. A' B DOOR DIMS. 'A' B' AND FLORIDA BUILDING COMMISSION _ FRAME LEAF FRAME LEAF FRAME LEAF FRAME LEAF DECLARATORY STATEMENT DCA05-DEC-219 ° !2 EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXi.(+) INi.(-) ?Fm=%t WIDTH WIDTH HEIGHT HEIGHT WIDTH WIDTH HEIGHT HEIGHT ° C 6 6$ 37-5/8" 34-3/4' 70.0 B0.0 70.0 80.0 70.0 80.0 70.0 80.0 o u o W 39-5/B" 36-3/4' 96" 93-3/8' 68.3 75.8 66.3 75.8 78" 36-3/4' 96" 93-3/8' 3 75.6 66.3 75.8 O 0 0 i Engr:JAVAD AHMADCML S 9 FLA.PE/70592 -GLASS O.L.O. DIMS. - CAN.3538 D.LO. HEIGHT = FRAME HEIGHT - 12" D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.875" 4 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.50")/2 drowing no. 0 3 20, W 10-08 sheet 2 of T 2 39 5/8"MA%. 76"MAX. FRAME WIDTH FRAME WIDTH o 1 35" 71 5/16'MAX. o O.L. OPG. 12" D.L. OPG. 12" Z J • 5"MAX. ALUM REINF. 12 5'MAX. MAX ALUM REINF. t2 F a HEAD/SILL F Isl�°I NERD/SILL F I sD I �� CORNERS CORNERS v (3)ANCIIOf�jul (2)ANCHORS i AT TRANSOM ENDS �, 4 0 a TRANSOM ENDS SI a n 0 SINGLE DOORS �S N 1. o H � rAT 4-1/2"O.C. Q DOU13LE DOORS 8 W 8 IL Q �I J �! o • •• II / i / I\\ FLUSH J Znn J • • 0 / n / I OLT • i 0410• •__-•11 / / _ GLASS D j,•Q_DIMS.(TRANSOM) •• •�x]- •• � � i w C \\ O.L.O. HEIGHT = TRANSOM HEIGHT - 4.625" Y w •• ••• / ii �N w= / ii E \ D.L.O. WIDTH FRAME WIDTH - 4.6875" � o •: • • • • / ii• / it LOCK OPTIONS 1 41 OR • :/�ia�%=== N J===n-===- (oanoN#/z SH ) •• • • •• ! • '� j j a SEE SHEET 10 o LL a .�(LLNyyY \ W • •• o^42 • • �•• P' __- O --- Tom+-- // K� u • • • • LOCK OPTIONS • • •• ,,•••• /1 OR r2 •• •• \ I I (OPTION b2 SHOWN) • ••• 1I• SEE SHEET 10 ••lT \li / � liiciN] 1 • • • o�V�� !!! Z•M,>3<,0, • • M \ II / FLUSH PRADUCf REVISED • 11• \ a BOLT Q I •• •• • •• ��• �i $n° • • \ \ w cnnplylnX with the FM • IwlJindesg C.& ACTNE ACTME INACTNE Ampls„ce No fS jf0•G N a: 1 SURFACE APPLIED (3 m SURFACE APPLIED 8 i I dYy j41/,r prwlKl O•y 3 FALSE MUN71NS OR o FALSE MUNTINS OR �o s DECORATIVE GRILL 25 3/4"MAX, O DECORATNE CRILL 26 3/4"MAX. 26 3/4'MAX. O o r?+o o MAY BE USED MAY BE USED 11 D.L.OPG. D.L.OPG. D.L. OPG. `o_ u o 36 3/4"MAX. 36 3/4"MAX. SILL ANCHORS LEAF WIDTH LEAF WIDTH AT STILE ENDS NOTE: S_CAPACIIIFq ON THIS SHFLT AREi a 365/8. 73"MAX. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR OPNG.W, DOOR OPNG. WIDTH AND FLORIDA BUILDING COMMISSION in (O/XX) DECLARATORY STATEMENT DCA05—DEC-219 0 0 $ oN r� (0/x) DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF o 0 SINGLE DOORS WITH TRANSOM (0/X) DOUBLE DOORS WITH TRANSOM (0/XX) i 1 Engr:JAVAO AHMAD i GLAS9 TYPE GLASS TYPE GLASS TYPE GLASS TYPE CML - DOOR DIMS. - •A' - •g' DOOR DIMS. 'A' •B• M.PE!70592 0 CAN.- 538 — FRAME LEAF FRAME LEAF EXT.(+) INT.(-) EXT.(+) INT.(-) FRAME LEAF FRAME LEAF EXT(+) INT.(-) EXT.(+) INT.(-) >! ' WIDTH WIDTH HEIGHT HEIGHT WIDTH WIDTH HEIGHT HEIGHT 37-5/8' 34-3/4' 70.0 80.0 70.0 80.0 72' 34-3/4" 70.0 80.0 70.0 80.0 39-5/8' 36-3/4' 120" 93-3/8" 66.3 75.8 66.3 75.8 76' 36_3/4" 120' 93-3/8' 66.3 75.8 66.3 75.8 0 3 201, Browing no. WIO-08 sheet 3 of�2 36" MAX. SIDELITE FRAME WIDTH �4% 31 3/8"MAX. Z j D.L. OPG. 0F 12" F W a IL -H MAX. _r HEAo/SILL sILL p d CORNERS a 0t a r Vo a ii 0 < 0 goF II go FE H ii' Q Z32 �u):Q • • • II • • w y 0 • 0 N • •• ��i. Z6 • • • • I I �04000 000 00X LL • • Z Vp • IT • • • II z o 0 u • •• • • a ccQON •• •••• • • • • • ••ie • • • • • • •• N z 0>3a� • $UR W APPLIED • • 4j •••••• F�1 UN NS OR • • g KjF RAT CRILL E USED � Q > e'v O PRODUC F REVISED- c•wplyl•s with the PI•1114 FIXED LITE(0)LOAD CAPACITY—PSP MnM•g CoM Aeesyl••te No f- x GLASS TYPES P.•W1 Miw D•Ie G� o FIXED LITE DIMS. A' & B, FRAMEFRAME IN•ri llvlr Cwdol g WIDTH HEIGHT EXT.(+) INT.(—) 24" 70.0 80.0 28" 90" 70.0 80.0 32" 70.0 80.0 36, 70.0 80.0 NOTE: c N'« 24" 70.0 75.6 GLASS CAPACITIES ON THIS SHEET ARE n o q - � - 6$ 28" 96" 70.0 7t.z BASED ON ASTM E1300-09 (3 SEC. GUSTS) �0 y2" fi7.a 67.4 AND FLORIDA BUILDING COMMISSION 0 36" fi4.t fiat DECLARATORY. STATEMENT DCA05-DEC-219 0 4 Eqr:JAW AHMAD CML 3 FIA.PE t 70592 c 3 — -CA.N. 538 _ GLASS-D.LO. DIMS. (SIDELITE 8 fi D.L.O. HEIGHT - SIDELITE HEIGHT - 4.625" Odrawing no. D.L.O. WIDTH = SIDELITE WIDTH - 4.625" SAO 32015drw0-08 I_ SIDELITE FRAME WIDTH sheet 4 of 12 SIDELITE MULLION CAPACITY - PSF 144" ,1 SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM OVERALL FRAME WIDTH r- �� NOMINAL SIDELITE SIDELITE of SIDELITE LEAF FRAME .. CLUSTER OF 31 3/8" 3 WIDTH WIDTH HEIGHT R/0 REINF. R/ALUM REINP. 3 12" (4)ANCHORS HEAD/SILL WAAX. D.L. OPG. O F •m� Z INCHES INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) Z (} 1 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 A 7YR SILL f 32 36-J/4 a 70.o 80.0 70.0 80.0 A 1 O o u 36 - 70.0 80.0 70.0 . 80.0--- --- d 40 1 63.0 72.0 63.0 72.0 - IO 24 70.0 80.0 70.0 80.0 /- I \ 0 8 r 28 70.0 80.0 70.0 80.0 I I-I&- \ V p `% II II FLUp 32 36-3/4 84 70.0 80.0 70.0 80.0 II OLSH T O d Q i]s 36 70.0 80.0 70.0 80.0 __ ___ _ tyL,-__ W! 40 63.0 72.0 63.0 72.0 In J I \ O ry 24 70.0 80.0 70.0 so.o 2870.0 80.0 70.0 80.0 ii / �i LOCK OPTKIN§ 32 36-3/g 9�0 70.0 80.0 70.0 80.0 • Ji • •••• #1 OR g2 SI 2 ) 70.0 80. 70.0 80.0 EE SHEET10 E •• ••ip 70.0 7!8 •70.0 80.0 • 28• 36-3/R •�• 70.0 1.2 70.0 80.0 •: b! 67.4 67.4 IS 70.0 80.0 ___ ----- --o� --- // '�• , i 36 64.1 8 J..16 70.0 1 80.0 • • • •• • ••• • •• •••••• • • - n n\ / 04 ••• ALUMINUM •• • •••• •• ••• •• ••• ••••••2 STIFFENER \\ / BOLTH • • • •••• 45�1�l I • .-__. _ _ ACTIVE INACTIVE So >v n • n s it a • • • II mw Z v>3 n •• •• •••• ••• • III APPED FALSEEACE MUNTINSUOR E1 o a,$ • • DECORATIVE GRILL 31 3/8"MAX. 26 3/4"MAX. NOMRJJd•51DELRE WIDTH LEAF WIDTH MAY BE USED D.L.OPG. O.L. OPG. DOOR OPNG.WIDTH NOMINAL ALUM REINF. SIDELITE WIDTH 36 3/4"MAX. USE AS PER CHART 36-5/8"MAX. SINGLE (X)DOOR 73"MAX.DOUBLE (%%) DOOR SEE CHART AT LEFT LEAF WIDTH NRODUCfRF.VISED N Y 1 1/2" 73"MAX. - 1 1/2" y rrwPlying wilt'the Flmld1, g DOOR OPNG. WIDTH Iwding 0m. 0 c Cs& Arapun.e Nu) -DwD- 33 W (OXXO)TESTED Bsrintwr D41e `u u NOTE: L- o g FOR DOORS CAPACITIES SEE SHEET 2. OX. MbW PAW rndutCoo" FOR SIDELITE CAPACITIES SEE SHEET 4 - FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE o ^_ LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 SO. FT. PER FEIC 2014 o e p g WILL APPLY TO ENTIRE SYSTEM. mo„o c o q Eng,..JAVAD AHMAD e CML r 3 FLA PE./70592 c 3 CAN-353 - NOTE: y a GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) E 0 3 2015 drawing no. AND FLORIDA BUILDING COMMISSION W10-08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 1 2 W � TYPICAL ANCHORS EDGE DIST.__ 18Y SEE ELEVATIONSWOOD BUCK 9/16"MIN. EDGE DIST. FOR SPACING o METAL STRUCTURE o THROW BOLT •' - otl EC BELOW) PENETRATION •_�Y KSI Cl3N�.d.' -.. EDGE I T. 3 _ o Z 3 K§;CONq. 0uu N2u 0 an 0. 10a 2Uall ANCHORS TYPICAL ANCHORS ♦�'SEE ELEVATIONSSEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING 0 n 0 O I 1 15 LLV;f C 4t s •• J 0 1.0 Q . • Qb�f •• • • WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS • • • • Y• •wMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • it o • v w• • • • • AND TRANSFER THEM TO THE BUILDING STRUCTURE. � •• o •t ••• • • •• TYPICAL ANCHORS: SEE ELEV. FOR SPACING g w • • 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) d •• •• • • • INTO 28Y WOOD BUCKS OR WOOD STRUCTURES x • •(y,• • 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 2 3 •• • • • • THRU 1 BY BUCKS INTO CONC. OR MASONRY3 $ V o • to \_ , W _ •• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 5 µ I •• • n ••P •[/ • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 4tm • m : W• • DIRECTLY INTO CONC, OR MASONRY i v°>3 po • ••• • •• • 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 2 I o • • • 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) 9$N= #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') PRODucTREVI$P.D INTO METAL STRUCTURES rwleMYlapweMlMFlarWL bedb•CO& STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) AeffpfA No I 5 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) uaI` + a o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Y, �51,.����.-v _ p HOald PA* Ceewel TYPICAL EDGE DISTANCE � 3 1 rl-5INTO CONCRETE AND MASONRY = 2-1/2" MIN. THROW DOLT I I 15 PENETRATION INTO WOOD STRUCTURE = 1" MIN. I I I I INTO METAL STRUCTURE = 3/4" MIN. a C N B I I i 2 W000 AT HEAD OR JAMBS SC - 0.55 MIN. 20 CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. v o W C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. DOOR DETAILS Y o _ ut SEALANTS: Eng,:JAVAO AHMAD j I 3 FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL Fu PE/70592 r n 3 = - _ METAL PARTS CONNECTIONS SEALED,WITH PTI SILICONE. _CwN.3538 WEEPS •. I. .3 Ksl CONIC' f 8 3 v a.. a. 3. . .. WEEPS TYPICAL ANCHORS drawingno. EDGE DIST. SEE ELEVATIONS 3/16" % 3/4"WEEP SLOTS AT 3" FROM EACH END 2Uj5 W1008 FOR SPACING � OPERABLE UNIT sheet 6 of 12 1/4'MAX O O 1/4'MAX. 10Y WOOD BUCK U SHIM SHIM (SEE NOTE SHEET 1) 0 TYPICAL ANCHORS TYPICAL ANCHORS Z aro J SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 2 20 e(LN a7 a � o C p U gado 1e EXTERIOR 0°T OD rc D METAL ' 17 17A 6 .L.O. 37 LL N STRUCTURE !.": 1 EZ V)f LEAF WIDTH LOCK OPTIONS 1 OR 2 36 5/8'MAX. (OPTION p2 SHOWN) Y SEE SHEET 10 FOR DESCRIPTION DOOR OPNG.WIDTH — N � o J I 39 5/8'MAX. 1/4-MAX. FRAME WIDTH SHIM a SHIMCONCEALEFLUSH TYPICAL ANCHORS •• CONVENTIONAL LOCK LEVERS AT INSIDE FACET OF STILE 0 SEE EI(V.. WITH DEAD DOLT X2 -OID."U,lK �i v • FOR SPAGN4 �'•' RE z o o w •• • •••• ACTIVE LEAF INACTIVE LEAF `c Q 000 ••• ••••• • • 45�n 1 •• 20 �- M • 15 Ja_ _________ ¢ J 9 N Z •••••� •• • ° EXTERIOR • O.L.O. TYPICAL ANCHORS • 1 • • 6 7 8 SEE ELEV. • 11 17A FOR SPACING •.•• • •• • LEAF WIDTH c i R 8 s • • • • • • LOCK OPTION /2 • • •• 72°MAX. c W � •••• • •••• •• DOOR OPNG.WIDTH - m 888 a'n • •�5k •••• 76"MAX. FRAME WIDTH CONCEALED FLUSH BOLTS FRODUCf REVISED 3 POINT LOCK ASSEMBLY LEVERS AT INSIDE FACE OF STILE w moplyM{wNM the Rod& v T INKtloe GM - p o H n•�•, ACTIVE LEAF INACTIVE LEAF E.�rjllixw u.K D m o c W$ c 81►a1141a ICa�1n1 0 is Dgr:JAVAD AHMAD w o N J CML v ro Fol / o n CAM.N 353838 drawing no. EXTERIOR W10_08 LOCK OPTION r, DOOR DETAILS 'SEP6 3 7.015 sheet 7 Of 12 TYPICAL ANCHORS 3 SEE ELEVATIONS EDGE DIST. FOR SPACING o .•' .' Z 3 J KSI•CONC. l 0 z FuSI n 0 w Q U a �FrSY1 O a 0 G ,* 1D col 8 Q� LL 6 w x O O - N O Qa f � �� O N 9/16,MIN. J THROW DOLT 10 PENETRATION v I m 1 � O� •• p iw • 21 U ••• w •� 19 12 c� P3 • • 1/4'MAX.'. o o t� w • SHIM O v c�Q t N C C ••• �� • I I . I 1i�.rjM v •• T -•- • TYPICAL ANCHORS. o dl>� • ry • �4• • SEE ELEV.- ••• • 3 I I 20 FOR SPACING z >;L n •• •• • • t9 .N._ 24 J Lp$M of • • • • 21 10 ¢ J V N x '*-�• 15 • • •• •0 0 •II - • 4E €�S • •S=• • • w PRODUCFREVISF.D n o $ • •n • ..a1.01r1.j wll►Ilt FInrN. o 0:000* •0 • 1 EXTERIOR gtepll Kem'r -O 0 • •• �.•.. • •4 D.L. OPG. d J R'iLM►d lMh mdrelCa•Irol O TRANSOM FRAME WIDTH iri C s;� w W� w O c Engr:JAVAD AHMAD CML M.PE/70592 n CAN.3538 -.- - drowio DOOR WITH TRANSOM DETAILS Ap 3?.01,1 W10-08 sheet g o(12 TYPICAL ANCHORS SEE ELEVATIONS o EDGE DIST. FOR SPACING � o' 1/4"MAX. 1/4"MAX. 1BY WOOD BUCK ' SHIM SHIM (SEE NOTE SHEET 1) Z n KSI II°ONC.•• TYPICAL ANCHORSr yl I _ TYPICAL ANCHORS E N a SEE ELEV. Q 0 U FOR SPACING FOR SPACING j 0 O a N J w � 21 10 a.O LL 21 \ V C 1 W 0 10 0 Oda°—� ILI m c EXTERIOR J {(Nyy pJ�' t — Q Wel li F METAL D.L.OPG. STRUCTURE SIOELRE FRAME WIDTH IMtODUC f REVI9EU SINGLE SIDELITE ��"a�°gt"'"'►`�°`�' bstdi�f Cd. o MteN..ce No Memt 1 •D?�D•4 0 6ykrkll te � L ,;-,1. • •• ALUM STIFFENER aisCOµ°I o • 1/4"MAX.'. AS REOD. U • • • •• /10 X 3/4"FH TEKS AT SEE SHEET 5 FOR CAPACITY W o ••• •• •• SHIM HO 10"FROM ENDS © c� • • o • • .._. AND 24"O.C. MAX. CHOo >o yr _ !• shy• • TYPICAL AN ••• •• w f� • SEE ELEV. .•" 4 3$ I •• l o H • FOR SPACING' 1 r t p ,b>�_ • • K •••• e I ,y 1f ••• •• W 10 II Z >'�t� • Mt O�{ 4 •• •• • • - O • is 4 • •• w t • �• ••• •• EXTERIOR77- D.L.O. •• • • • 1 4 -3u;Q i rc •••• • • •• • D.L. OPG. LEAF WIDTH u >C • N S 94•• NOMINAL SIDELITE WIDTH DOOR OPNG. WIDTH S 36-5/B" MAX. SINGLE(X) DOOR 73"MAX.DOUBLE (XX) DOOR wt h 10 FRAME WIDTH o o a 21 - o S O K = Enfr:JAVAD AHMAD r "e < CML ] FIA.PE/7591 CAN:JS}5 gg a �.;,- EE Ooa 8SIDE CAL ANCHORS FOR SPACINELEVATG SIDELITE WITH DOOR DETAILS :CP 201[1 W10-08 STATIONARY UNIT (SIDELITE sheet g of 12 ITEM If PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS u 1 V501 3/DOOR FRAME HFAO/JAMB 6063-T6 V&V SELECTED EXTRUDER of 0 2 V502 1 FRAME SILL 6063-T6 V&V SELECTED EXTRUDER 3 3 V503 1SILL COVER 6063-T6 V&V SELECTED EXTRUDER Z q� 4 V504 AS REQD_SIDEUTE STILE 6063-T6 V&V SELECTED EXTRUDER 0 5 V505 2/LEAF TOP AND BOTTOM RAIL 6063-T6 V&V SELECTED EXTRUDER f 6 V506 1/LEAF HINGE STILE 6063-T6 V&V SELECTED EXTRUDER Q0 7 V507 1/LEAF LOCK AND ASTRAGAL STILE 6063-T6 V&V SELECTED EXTRUDER d 8 V513 AS REQD, INACTIVE ASTRAGAL STILE 6063-T6 V&V SELECTED EXTRUDER IL C 9 V508 2/LEAF SWEEP ADAPTER 6063-T6 V&V SELECTED EXTRUDER Q 10 V509 AS REQD. SIDELRE ADAPTER _ 6063-T6 V&V SELECTED EXTRUDER 11 V511 AS REQD. GLAZING BEAD- 5/16"GLASS 6063-T6 V&V SELECTED EXTRUDER Cf j 8 11A V517 AS REQD. GLAZING BEAD- 7/16"GLASS 6063-T6 V&V SELECTED EXTRUDER O oHp 12 V512 AS REQD. REINFORCING STIFFENER 6063-T6 V&V SELECTED EXTRUDER 8 V < 13 - 2/LEAF 3/8"THREADED ROD STEEL - Q O o 15 V514 2/LEAF FLUSH BOLT SUPPORT ANGLE 6063-T5 1-1/2"X 1-1/2"X 3/16' LL 2 m 17 - 3/LEAF BALL BEARING HINGE ASSEMBLY 17A - 3/LEAF 3 PIECE HINGE ASSEMBLY 18 - AS REQD. SETTING BLOCKS EPDM OUROM_ETER_6015 SHORE A 19 - AS REQD. FIN SEAL PILE WEATHERSTRIPPING - c 20 V516 AS REQD. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60±5 21 N8 X 1/2" AS REQD. GLAZING ADAPTER SCREWS ST.STEEL PH TEKS,AT 2"FROM ENDS&8"O.C. MAX. g 22 /10 X 2" 1 AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS p 23 - AS REQD. SIDE LITE ADAPTER SCREWS ST. STEEL - 24 #8-32 X 1/2" 2/ANGLE SUPPORT ANGLE SCREWS ST.STEEL FH MS n • •• 25 - AS REQD. BUMPER SPACER SILICONE - •• ••1�1CKS: • • • SEALANTS: a$a o ••• OPTION all •••• • • OPTION 02: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH S LL}Y n • • • • PTI SILICONE. • ACTIVE LEAF: • • • ACTIVE LEAF: • 3 POINT LOCK ASSEMBLY BY'SUFLOAl14k"ASSOC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE BY IH NGES: Z y ` ••• ••/16"X 3" TjIjjOW BJLTS AT TOP AND BOTTOM 'SULLIVAN AND ASSOC.' LOCATED AT 39"FROM ° lin 50 3 ENGAGING R ME 4T HFAD AND • •• BOTTOM p .S n ••• •9HROW BOLT%ATTA(*IW TO LOC jY N:CTING RODS KEY OPERATED ON EXTERIOR AND THUMB TURN ON OPTION BA v N x OCK LOCATED AT 52-3/4"FROM B INTERIOR THROW BOLT LOCK BY'SULLIVAN AND ASSOC.' 4-3/4"BALL BEARING HINGES 3 PER LEAF 0 •• • OCK HIANDLE•At 49-4/2"FROM Oobr" LOCATED AT 46"FROM BOTTOM BOTTOM HINGE AT 8-3/B" FROM BOTTOM RAIL • • • • • • TOP HINGE AT 11"FROM TOP RAIL PROOTICf REVISED ••• •JNACTIVE LERF •• •••• INACTIVE LEAF CENTER HINGE AT MIDSPAN a- wKY lb, • HINGES FASTENED WITH #12-24 X 1/2"FH MS Mwm.t C.& LONCEALEO FLOSH BOLTS BY'SWA WI+,k#SSOC.' CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' Ampt"ft No IS-03115 ••• ••1/2" X 2 RO%JOLTS ENGAGING•RAME AT 1/2"X 2"THROW BOLTS ENGAGING FRAME AT OPTION 82: K*ndwD k� n' u • HEAD AND4pALLY P Et�R •••••• MAN AND SILL `` 01, o • MANUALLY QPEI'fAT LEVERS MOUNTED ON MANUALLY OPERATED LEVERS MOUNTED ON 7-1J/16"THREE PIECE HINGES 3 PER LEAF • INSIDE FACE OF LEAF STILE IOCATEO QT• INSIDE FACE OF LEAF STILE LOCATED AT BOTTOM HINGE AT 8-3/8"FROM BOTTOM RAIL -116rf PA& cealol u ••••• • • TOP HINGE AT 11"FROM TOP RAIL 3 h 0-3/4"FRiNI Y1i AND SOTTO • ID-3/4"FROM TOP AND BOTTOM 2 AN 1=06K-FAS NE�T��[!L€_WiTK_(-}.3 • CKFpSTEpl—TO ST.r�w,ru "1 . CENTER HINGE AT WITH #1 •••• HINGES FASTENED WITH q10-Z4 X 1/2- FH MS I I j Eng,:JAVAVI AHMAD Ll / �.... FlA PE/70592 _ o d CAN.3538 p �• �, / / ■ eAc drawing no. NOTE: LOCKS MUST BE ENGAGED DURING W1 0-08 PERIODS OF HURRICANE WARNING. n sheet 10 of 12ji 4.000- .078 .000.078 4.688 0l TMP. .094 - 2" o Z 1.500 626 I I 2.125 1.750 L o �6 0 TMP. m III o 3-1/2 4_3/4" 0 O v F�2.016 4.000 0 0 0 o a 8 � 4 O 1 FRAME HEAD/JAMB 6 HINGE STILE 2. o V S 2' o Cf 1.750-1 5.313 L.0 u g12-24 X 1/2" FH MS CRS TYPE 23 .078 /f0-24 X 1/2"FH MS TMP. CRS TYPE 23 j yJ .626 17A 17 Q 1'964 3 PIECE HINGE BALL BEARING HINGE 4.000 078 3.500 4.688 _ + � o TMP. 4.000 g p N 6 INACTIVE ASTRAGAL STILE on I z 626 • •• 4,000 •• s TOP &•90TWt RAIL • • ,626 Z $$>o • • c ca� �� n • • 1.16o ••• •• •a • 076 0 > b • • iYP. 4 • .060 • • 1.210 • • • •••i•• .094 _ 388 J� a$ c J • 5.313 •• •• • • 125 O • .608 •••• • VP. •• •• ''1�•• • ••• 7 LOCK/ASTRAGAL STILE • S46P AQ4TER • • 3.532 3.782 ••• 2.200�•I W W • • • I PRODUCE REVISED •••• • �I 1.134 FF�� • �c IVIIIq!'la wily Ike FIro1p o x•8 •:• •• L•i •• b.xNn�Codt o € • • •••• • FAtayl44ce nulSO (0_Or 3 ',Y' • 2.251 �,_(11'7. yy y pp5, • 062 .485 • • E��iteclu 11t1t 0 3 S ••• •• TMP• • • • • 12 STIFFENER ( 88 GG • 4,176 •i• 1.164 - .078 560 TYP.t-� � n n 3 SILL COVER ° o 719 045 '$ II I � �ue 2.163 F 1.575 W 11 .640 4 SIDELITE STILE .501 GLAZING BEAD - 7/16" GLASS Engr:JAVAD AHMAD l r o .088 1.660 �j 1.1331 o M.PE 70592 M { 498 CAN. 536 ii S .56UIL07.1 _ � y a .062= .81 ,050� -� Browing 8 4 000 1313 � 11 609 _ N U�2U1! W10-08 2 FRAME SILL 10 SIDELITE ADAPTER GLAZING BEAD - 5/16" GLASS sheet of�Z zz , O 3 / r a • 0 i 3 m O U 00 Oa<a8 04tmF Q 12�;rL j 3 Lo 13 FRAME TOP CORNER Q O � o SIDELITE SLIP ON JAMB CORNER LEAF TOP CQRNER • •• 0 • • • • � zz ca Q; • 0000 • •• � Z ��<o� 0000•• • • • / � 0 41��M� 000!0• - •••0•• •0•• � • •• • �p$�o"J •• •• • • • JONZ Q • 0000• •• •• •! • 0000 • ! •• •00 • PRODUCf REVISED nP ' ••• •• 0000 aeon I ldw e DAO,FIWW W • • TRANSOM CORNER 0000• brdiCo, • t • • •• • • • zz ' I. le S `L 0 ••• ••0•• 0! g. Dal •• i •• ON* Cft" 000 o_ LW w0i�n bW CP • •• t), f--c0 000S 13 o ,O Engr:JAVAD AHMAD 1 •� CML j o FLA. AE 1 70592 o n 38 0 drawing no. LEAF BOTTOM CORNER 2015 W 10-08 FRAME BOTTOM CORNER sheet 12 of 12 { ' r MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 *;yrww mecaenterprises.com Date : 23/03/2016 Project No. Company Name": Milton Cubas, PE, Inc. Designed By me Address 1302 NE 125 St Description NEW HOUSE i City North Miami Customer Name State FL Proj Location 10804 NW 2nd Ave, Miami Shores File Location: C:\Users\ESTACIONI\Documents\SINDY\MILTON CUBAS 2016\NEW RESIDENCE\10804 NW 2nd Ave, Miami ! Shores, FL 33168\CALC\10804 NW 2nd Ave, Miami Shores, FL 33168.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of 0. 6 Basic Wind Speed(V) = 175,00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1,00 Kd Directional Factor = 0,85 Damping Ratio (beta) = 0,01 Alpha = 9,50 Zg = 900,00 ft At = 0,11 Bt = 1,00 Am = 0,15 Bm = 0,65 Cc = 0,20 1 = 500,00 ft -� Epsilon = 0,20 Zmin = 15,00 ft Slope of Roof = 2 : 12 Slope of Roof(Theta) = 12,00 Deg Ht: Mean Roof Ht = 13,00 ft Type of Roof = Gabled RHt: Ridge Ht = 16,00 ft Eht: Eave Height = 10,00 ft OH: Roof Overhang at Eave= 2,00 ft Roof Area = 2749,00 ft^ 2 t Bldg Length Along Ridge = 48,00 ft Bldg Width Across Ridge= 52,00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0,85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15,00 ft lzm: Cc* (33/Zm)^0.167 = 0,23 Lzm: 1* (Zm/33) ^Epsilon = 427,06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm)^0.63) )^0.5 = 0, 92 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) /(1+1.7*3.4*lzm) ) = 0,88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0,85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient +/-0,18 f Topographic Adjustment I. 0.33*z = 4,29 f Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1,00 { Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z) ]^0.5 = 175,00 mph Net Wind Pressuae3•pn.W ll (Table 27.6-1) i Wall Pressures do not; incl 4.§f€e;: .&,,E:internal pressure • .• • • .•. MWFRS-Wall Pressures for Wind N8tmale to•52�St valla.* L/B = 0,92 Ph: Net Pressure at top of wall (windward + leeward) = 387,00 sf p0: Net Pressure at bottom of:wsll**(winTVax8.+ 4%qV%) = 387,00 ' s ps: Side wall pressure acting.tni;Pormly•ontward• - ,.54 * ph = 208,98 p f pl: Leeward wall pressure acting uniformly outward 4 ,38 * ph= 147,06 ps pwh: Windward wall pressure acting uniformly outward = ph-pl = 9,94 p r f • i • i iii • • • � ^ � ' • •• •• • • V PDF created with pdfFactory trial version www.pdffactory.com 1 1 f pw0: Windward wall 'pressure acting uniformly outward = p0-pl = 239, 94 psf MWFRS-Wail Pressures for Wind Normal to 48 ft wall L/B = 1,08 ph: Net Pressure at top of wall (windward + leeward) ' = 382,81 psf p0: Net Pressure at bottom of wall (windward + leeward) = 382,81 psf ps: Side wall pressure acting uniformly outward = ,55 * ph = 209,91 psf pl: Leeward wall pressure acting uniformly outward.= ,37 * ph= 141,96 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 240,85 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 240,85 psf See Fig 27.6-2 for Parapetwind Roof Pressures pressures See Table 27.6-2 Mean roof ht. Ph Wind Wall Pressures g See Table 27.6-1 h' Plan PQ Elevation Net Wind Pressures on Roof (Table 27.6-2) : Exposure Adjustment Factor 1,000 Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 ,00 ,00 2 ,00 ,00 3 -330, 65 ,00 4 -295, 17 ,00 5 -241, 93 ,00 Note: A value of 10' indicates that the zone/load case is not applicable. .. . . . .. .. ... .. CO . . . t • • ••• • • • ••• PDF created with pdfFactory trial version www.pdffactory.com J " E Gabled Roof ! Roof Overhang Loads (Figure 27.6-3) : Load Case 1: k k Povhl: Overhang pressure for zone 1 = ,00 psf Povh3: Overhang pressure for zone 3 = _247,99 psf � 4 Load Case 2• Povhl: Overhang pressure for zone 1 = ;00 psf Povh3: Overhang pressure for zone 3 = ,00 psf ;�• t , Kx 000 00 0 Y Pah I k e i E t ? E z ? 1 F •• ••• • • • • • •• • • • • • • • • 1 • • • • • • • 1. PDF created with pdfFactory trial version www.pdffactory.com • , MECAWi.nd Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.ilecae;:`.erprises.com Date 23/03/2016 Project No. Company Name Milton Cubas, PE, Inc. Designed By me Address 1302 NE 125 St De,peription NEW HOUSE City North Miami Customer Name : State FL Proj Location : 10804 NW 2nd Ave, Miami Shores File Location: C:\Users\ESTACIONI\Documents\SINDY\MILTON CUBAS 2016\NEW RESIDENCE\10804 NW 2nd Ave, Miami Shores, FL 33168\CALC\10804 NW 2nd Ave, Miami Shores, FL 33168.wnd Roof not I I I 1 s , r ..- � a - --I 1 3 1 2' 1"3,j � lValls a4 Gable Raaf t --- G< 5` Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of 0.6 Width of Pressure Coefficient Zone "a" = 4,8 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- DOOR 3.00' X 6.6 3,00 6,67 20,0 4 0,95 -1,05 38,25 41,64 DOOR 3.00' X 6.6 3,00 6,67 20,0 5 0,95 -1,29 38,25 50,02 DOOR 3.33' X 8.0 3,33 8,00 26,6 4 0,92 -1,02 37,50 40,89 DOOR 3.33' X 8.0 3,33 8,00 26,6 5 0,92 -1,25 37,50 48,53 WIND 1.54' X 4.1 1,54 4,17 6,4 4 1,00 -1,10 40,05 43,45 WIND 1.54' X 4.1 1,54 4,17 6,4 5 1,00 -1,40 40,05 53,63 ' WIND 3.08' X 4.1 3,08 4,17 12,8 4 0,98 -1,08 39,40 42,79 WIND 3.08' X 4.1 3,08 4,17 12,8 5 0,98 -1,36 39,40 52,33 WIND 2.42' X 4.1 2,42 4,17 10,1 4 1,00 -1,10 40,03 43,42 WIND 2.42' X 4.1 2,42 4,17 10,1 5 1,00 -1,40 40,03 53,58 WIND 3.08' X 3.0 3,08 3,08 9,5 4 1,00 -1,10 40,05 43,45 WIND 3.08' X 3.0 3,08 3,08 9,5 5 1,00 -1,40 40,05 53,63 , WIND 4.00' X 6.6 4,00 6,67 26,7 4 0,92 -1,02• 37,50 40,89 WIND 4.00' X 6.6 •• 4,M 6,!6P •20,?% 0,92 -1,25 37,50 48,52 WIND 1.54' X 3.0 ; ,a•4 : :3,••08 • 4,7 4 1,00 -1,10 40;05 43,45 WIND 1.54' X 3.0 •• r,,•S4 ; ••3:01 :• • 4,? 5 1,00 -1',40 40,05 -53, 63 'WIND 0,75' X 3.0 •• !00 " 3,110 •01,0•4 1;00 -1,10 40,05 -43,45 WIND 0,75' X 3.0 ,00 3,00 3,0 5 1,00 -1,40 40,05 53,63 WIND 3.00' X 4.0 3,00 • 44& 14" 5 • 0,99 -1,37 39,58 52, 68 WIND 3.00' X 4.0 •'. .•3.00 • •4,04 12,p S 0,99 -1,37 39,58 ' 52, 68 Khcc:Comp. & Clad. 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T 1 Fixed Impact Window - ' - - APPROVED -DATA _ --Zone 5. �° Pos.(+)37.5 Neg.(-)48:52 ZONING DEPT 13 - 2 24 BLDG DEPT - Floor Level = _ -� _ SUBJECT ro crNIP��rlc ALL FEDERAL 00 --_-- -- - - - - 011 ^, 1- AN,C(,I.jN i Y HLA-4E At D REGULATIONS Ground Floors 0° _ 0f+ MIL O C B E., I C. _ - 1.54'x3.08=4.7sq.ft. 0.75'x3.0'=3.Osq.ft. 1.54'x3.08=4.7sq.ft. / CONSULTING ENGINEERS P.E.#519021 Zone 4 Zone 4 Zone 4 #6999901 C.A.#27267 S.I. _ J Pos.(+)40.05 Neg.(-)43.45 Pos.(+)40.05 Ne + f PROPERTY ADDRESS: 10804 CLIENT:ANGELA HENAO , r - g.(-)43.45 Pos.( )40.05 Neg.(-)43.45 � 302 NE 125 ST NW 2ND AVE MIAMI SHORES, IMPACT WINDOWS ,,fl 3/16"Impact Glass Attached 3/16"Impact Glass Attached 3/16"Impact Glass Attached FLORIDA 33168 REPLACEMENT ' NORTH MIAMI, FLORIDA 33161 NOA 15-0409.14 NOA 15-0409.14 NOA 15-0409.14 u PHONE: (305)891-4174 FAX(305)891-4175 - - - -- - - - - - L r"• I6 - �-, Roof �= s • r _ i � . 25 z a , - , z Floor Level - 2' 0" - ;Ground Floors - 4,, Q' - Q" 1.54'x4.17=6.4sq.ft. 3'x6.67=20 sq.ft. 3'x4' = 12 sq.ft. 3'x4'= 12 sq.ft. 4WestZone 4 FL11136-R3 Zone 4 Zone 5 2 3'x 4'= 12 sq.ft. Pos.(+)40.05 Neg.(-)43.45 Zone 4 Pos.(+)39.40 Neg.(-)42.79 Ext.(+)39.40 Neg.(-)52.33 /4" _ �'-Q° Zone 5 3/16" Impact Glass Attached Pos.(+)38.25 Neg.(-)41.64 3/16"Impact Glass Attached 3/16"Impact Glass Attached Ext.(+)39.40 Neg.(-)52.33 NOA 15-0409.14 NOA 15-0409.14 NOA 15-0409.14 00000" East 3/16"Impact Glass Attached -' 0 :00* •••••• a-1�4„ _ ,�,-0„ NOA 15-0409.14 • . • - - _ i— r —{ _ r — T _ 6666 • • �••••� — f �•— r i- r v:�.1r'-!r it V 'r_ .Y +✓.. •, ` 6666• } r - � - ' r' `Y �r 6666•• • • � ! \�. � , r f. a . ' • • 6666•• Js IY t" -'j - - - • 6666•• ` d . ,.... :.,� d • 6666 • t • . r < - �• • • • • 060006 i 000000 rt Roof - - --- — — -- --0�--0 10 5 - 011 0 5 25 22 22 3'x4'= 12 sq.ft. Zone 4 Floor Leve{ - Pos.(+)39.40 Neg_(-)42.79 —_---- - — T ` ` 3/16"Impact Glass Attached - - --, — NOA` 15-0409'.14 j Ground Floor ` 0° MILTON CUBAS, P.-E., INC. 1.54'x 4.17'=6.4 sq.ft. 1.54'x 4.17=6.4 sq.ft. CONSULTING ENGINEERS P.E.#51902 { 'In Zone 4 ell C PROPERTY ADDRESS: CLIENT:ANGELA HENAO C.A.#27267 S.I.#NEER 1 -'- Pos.(+)40.05 Neg. (-)43.45 Pos.(+)40.05 Neg. (-)43.45 10804 NW 2ND AVE IMPACT WINDOWS 1302 2 125 ST c -� 3/16"Impact Glass Attached 3/16" Impact Glass Attached MIAMI SHORES, REPLACEMENT NORTH MIAMI, FLORIDA 33161 NOA 15-0409.14 NOA 15-0409.14 FLORIDA 33168 PHONE: (305)891-4174 FAX(305)891-4175' a Window Schedule Door Schedule Thermal Resistance Solar Heat Thermal Solar Heat Height Width (R) Type Mark Gain NOA Count Height Width Resistance Type Mark Gain NOA Count Coefficient (R) Coefficient 41 - 011 31 - 0" 1.5394 (h•ft2•°F)/BTU 10 0.78 NOA 1 61 - 81181 - 011 13 NOA 1 15-0409.14 15-0310.05 NOA 61 - 8" 3$ - 011 19 FL11136-R3 1 3' - 1" 3' - 1" 1.5394 (h•ft2•°F)/BTU 23 0.78 15-0409.14 1 69 - 811 3' - 0" 19 FL11136-R3 1 3' - 1" 3' - 1" 1:5394 (h•ft2•°F)/BTU--- -23- 0.78 NOA _ 1 -6' --8" 3' - 0" -19 - FL11136-R3 _ 1 15-0409.14 4' - 2" 3' - 1" 1.5394 (h-ft2-°F)/BTU 22 0.78 NOA 15-0409.14NOA 1 4' - 2" 3' - 1" 1.5394 (h-ft2•°F)/BTU 22 0.78 15-0409.14 1 41 - 2" 61 - 2" 1.5394 (h-ft2•°F)/BTU 21 0.78 NOA 1 15-0409.14 3' - 111 61 - 211 1.5394 (h•ft2•°F)/BTU 20 0.78 NOA 15-0409.14 1 49 - 211 3' - 1" 1.5394 (h•ft2•°F)/BTU 22 0.78 NOA 15-0409.14 1 4$ - 011 69 - 011 1.5394 (h ft2•°F)/BTU 25 0.78 NOA 1 ' . . ...... 15-0409.14 • ' 4' - 2" 4' - 10" 1.5394 (h•ft2•°F)/BTU 19 0.78 NOA 15-0409.14 ...:.. • 15-0409.14 '••• • 00 00 3' - 1" 1' - 6" 1.5394 (h-ft2•°F)/BTU 24 0.78 NOA 1 ..:..' 15-0409.14 41 - 0" 61 - 01' 2.1.5394 (h•ft °F)/BTU 25 0.78 1 •••••� • •• NOA • : ...... 15-0409.14 41 - 011 61 - 011 1.5394 (h-ft2•°F)/BTU 25 0.78 NOA 1 ;;�' • ; • 15-0409.14 4' - 0" 61 - 011 1.5394 (h•ft2•°F)/BTU 25 0.78 NOA 15-0409.14 1 Window Schedule Replacement r PROPERTY ADDRESS: 10804 CLIENT:ANGELA HENAO NW 2ND AVE MIAMI IMPACT WINDOWS / SHORES,FLORIDA 33168 `REPLACEMENT MILTON CUBAS, P. E., INC. CONSULTING ENGINEERS P.E.#51902 C c C.A.#27267 S.I.#6999901 \ �+ 1302 NE 125 ST - - - - - NORTH MIAMI, FLORIDA 33161- - _ - -- - - - -- - - - - - - T PHONE: (305)891-4174 FAX(305)891-4175 r