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WS-16-418 _ wT, j177- low v � Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252968 Permit Number: WS-2-16-418 Scheduled Inspection Date: December 21,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: ROBINET, PATRICE Work Classification: Window/Door Replacement Job Address: 1055 NE 96 Street Miami Shores, FL Phone Number Parcel Number 1132060143710 Project: <NONE> Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Phone: 305-634-3420 Building Department Comments 5 IMPACT WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed L C�I Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 20,2016 For Inspections please call: (305)762-4949 Page 4 of 46 4,0 3 G�k 9 33l ij yF Miami Shores Village 10050 N.E.2nd Avenue NE Cl . Miami Shores,FL 33138-0000 €, " ¢ Phone: (305)795-2204 3'' te •: Expiration:\ 20/2016 P� 3a�• 3. Project Address Parcel Number Applicant 1055 NE 96 Street 1132060143710 Miami Shores, FL Block: Lot: PATRICE ROBINET Owner Information Address Phone Cell PATRICE ROBINET 1055 NE 96 Street MIAMI SHORES FL 33138-2551 Contractor(s) Phone Cell Phone Valuation: $ 6,975.00 COCONUT GROVE GLASS AND MIRR 305-634-3420 Total Sq Feet: 88 Type of Work:5 IMPACT WINDOWS Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:10 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 DBPR Fee Invoice# WS-2-16-58697 $2.25 02/16/2016 Check*1401 $50.00 $145.70 DCA Fee $2.25 Education Surcharge $1.40 02/22/2016 Check#:4015 $ 145.70 $0.00 Permit Fee $150.00 Scanning Fee $30.00 Technology Fee $5.60 Total: $195.70 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 AFFIDAVIT: I c ify that negdi5g information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin rmore, authorize the above-named contractor to do the work stated. f February 22,2016 Authorizpd Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 22,2016 1 i Miami Shores Village FEBBuilding Department 16 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. UrS PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City Miami Shores County Miami Dade Zin: Folio/Parcel#: A,06 - &iY-23710 Is the Building Historically Designated:Yes NO a► Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): J��}T��t. �-za-'k/e-r Phone;��—0 9140 T 1/ Address: City: % �lle-S� State: �%G Zip: 33 1:3 Tenant/Lessee Name: Phone#: Email: / CONTRACTOR:Company Name:! imozY�Crt�i�~Ca�/�3f / Phone#: Address: CW � ..7 CC /y City: � /*tyw"` State: ! Zip: 3 ITL Qualifier Name���/ !// �.00S- �Z� Phone#�jOf) �-7a State Certification or Registration#: Certificate of Competency#: 7 7 4,7 DESIGNER:Archit Engineer: C/�S Phone -.4'!F9"".)/ 4 9 Address: /vim ! �0 5 �'Cf City ! % S tate,/�Zip zqz�D/( - Value of Work for this Permit:$!O �o Square/Linear Footage of Work: F38 .se( ,+ALT t� - Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: S" 1!2ZZ-1 6n J/iti,Oaw s' Specify color of color thru tile: Submittal Fee$�j Permit Fee$ � 0 •� CCF$ CO/CC$ 99 Scanning Fee$ Ro Radon Fee$ DBPR$ 'L Notary$ Technology Fee$ (J Training/Education Fee$ 1 ° Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ I (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO-YOUR,PROPERTY. IF-YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an-estimated value exceeding 43(70„the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The for going instrymen as acknowledged before me this The fore Ing instrum nt as acknowledged before me this day of 201L by _ day f" 20�L by G who is personally known to �, 2ZD who is personally known to me or who has produced as me or who hat produced �as identification and who did take an oath. identification and•who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: � Sign: Print: /a�� G/!" Print: ��O�t.�C Seal: a°�;A'P.,aoo GLORIACOTO * MY COMMISSION#EE 8821 Seal: roS :'uBGo GLORIACOTO * W COMMISSION#EE 882981 EXPIRES:July 12,2017 4 OFF��P\o! BandedTAruBudgetNOW Services EXPIRES:July 12,2017 � BoadedTt"eudoNo"WV110 Ak k kk*k k k Aeak kk k k k k k k N+kk k.k k R#k*k kk,k kM kk k+k k k+k k kN#k*k,kk*Ne,k k k*+k+k#k+k4se+kN&kffik kk,k kk k k k,k kak k,k kk�*&4kffiffik Y&k H,B#,k tl,kkM APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 8 ,:.. .. _. a'ik15.S1�v"' .kC �..�...:d,.t'Y�.Ask"2'�"-tSuli}":K'r"te�R.kX.'e!✓rffi1�19k�]Ra'i�9'+',9f42'• 'R3V'.4W�k�:�!�M�la' i. will I tivtt s 4e:1u".kms r Address Owner Name Folio SEARCH: 1055 ne 96 street Suite Q Back to Search Results PROPERTY INFORMATION Folio: 11-3206-014-3710 Sub-Division: MIAMI SHORES SEC 2 Property Address 1055 NE 96 ST Miami Shores,FL 33138-2551 Owner PATRICE ROBINET ELSA GAGNON Mailing Address 1055 NE 96 ST MIAMI SHORES,FL 33138 Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 2 http://ww-vv.miamidade.gov/property search/ 2/1/2016 Miami-Dade Official Records-Print Document Page 1 of 1 1111111 Illi11111111111 IN 11111 fill fill III CFM MOMM12C1OZZVUi7 Prenarnd Im and Return Recording w: OR Sk 27963 Pie 49421 t i pa) Elsa Gagnon RECORDED 01/18/2012 09:25=06 1055 WE 96 Street DEED DOC TAX 0.60 HARVEY RUVIN, CLERK OF COURT MIami Shores,FL 33138 MIAMI-DADS COUNTY, FLORIDA LAST PAGE iSpHee Above This Line Fw•Recording Desert Quit Claim Deed This Quit Claim Dead made this 191b day of Deccearber,2011 between Elsa Gagnon,a single woman and Patrice R.obinet,a single man whose post office address is 1055 NE 96 Street,Miami Shores,FL 33138 (Grantor)to Patrice Robioet and Elsa Gagnon,husband and wife,whose post office address is 1055 NE 96 Street,Miami Shores,FL 33138(GRANTEE). (Whenever used herein the terms"grantor"and"grantee"include all the parties to this instrument and the heirs, legal representatives, and assigns of Individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth,that said grantor,for and in consideration TEN DOLLARS AND 001100($10.00)and other good and valuable consideration to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, does hereby remise, release, and quitclaim to the said grantee, and grantee's heirs and assigns forever,all the right,title,interest,claim and demand which grantor has in and to the following described land, situate,lying and being in MIAMI DADE County,Florida to-wit: Lot 12 and 13,in Block tit of MIAMI SHORES SECTION NO.30 According to the Plat thereof,as Recorded in Plat Book 10,at Page 37,of the Public Records of MIAMI-DADS County Florlda. AKA:1055 NE%Street,Miami Shores,FL 33138 To Have and to Hold,the same together with all and singular the appurtenances thereto belonging or in anywise appertaining,and all the estate,right,title,interest,lien,equity and claim whatsoever of grantors,either in law or equity,for the use,benefit and profit of the said grantee forever. The undersigned acknowledge that no title search has been performed on the above described property and that the preparer of this document makes no representation of marketability of title. In Witness Whereof;grantor has hereunto set gr'antor's hand and seal the day and year first above written. Sign Ied and delivered in our presence: / Signature Palffice Rob' (seal) Print ,v.✓m Sign sa Gagno (s�q Print Name: Print Name' t�t ��Ti e.`a STATE OF Florida COUNTY OF Miami Dade The foregoing instrument was acknowledged before me this IV'day of December,2011,Patrice Robinat and Elsa Gagnon, who is [tA_parsonally known to me or who [ ] produced the following as identification: [Notary SealJ, �`��1r •:YIs�� N he � Oases Printed Name:�Q+G•a1i ~:���� •., :'``,,.J,. My CommissionExpiras: AVrA 1Q,7.ol� Book27963/Page4942 CFN#20120033907 Page 1 of 1 https://www2.miami-dadeclerk.com/OfficialRecords/PrintDocument.aspx?QS=MwKnucJT... 2/1/2016 'AC RL7� CERTIFICATE OF LIABILITY INSURANCE °AM( D"" 10/20/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CER'nFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the Certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. 0 SUBROGATION IS WAIVED,subject to the terns and conditions of Bre Policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Iters of such endor As), NSI Insurance Group 305-556-1488 X242 Pax 481 Nor305-556-3680 thAsM 154th Suite 230 Miarni Lakes FL 33016 INSURERIA)APPORDING COVERAGE natc s INSUIMA:FCCI Insurance Co 10178 INS INSURERe:Wesco Insurance Company 25011 Coconut Grove Glass&Mirror Corp. INIRUMCNapfre Ins Co of Florida 34932 3660 NW 41 St Miarni FL 33142 INSURERD:Torus Specialty Insurance Company 44776 INSURER E: FMURER P: COVERAGES CERMFICATE NUMWg.1032142080 IONNUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OP INSURANCE POLICY NUMBER Illibm0wrym LBATS B X COMMERCIAL GENERAL LIABILITY N WPPi2W72300 4120!2015 41 16 EACH OCCURRENCE E $1000,000 cl.Aaas.MADE 5X OCCUR PROMISES(ft iRi� oe $100.000 NSD EXP(An I one pew) $5,000 PERSONAL&ADV INJURY $1000,000 OEN1 AGGREGATE LWTAPPLIES PER: GENERAL AGGREGATE OOQ000 POLICY Fx-1 PERC ❑Loc PRODUCTS-CO MPIOP AGO _$2,000,000 OTHER: $ C AUTOMOBILE LIABILITY N 4150150011460 4!20/2015 420P2016 $1 X ANY AUTO aCCkk BODILY INJURY(Per pew) $ �D BODILY INJURY(Per $ X HIRED AUTOSX ADIOS PRCPERW WNW $ $ D UNISRELLA LiA9 [I OCCUR N 760 ISIALI 4==5 412012016 EACH OCCURRENCE $1,000,000 EXCESSL1AB CLAIMSAIAOE AGGREGATE $1,000,000 D I I RETE A WORKERS AND�.O,ErLIABILITY OM-MISP,442367 3HIM15 3/1/2016 sra $ X TU O OFFICER/MIN EMBER EXC MC =I� Y❑NIA E.L.EACH ACCIDENT $1,000,000 (11INM M In NH) hyee,dorMer E.LDISEASE-EAENIPLOYE $1,000,000 DESCRIPTIOtA CP OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1000,000 BESCfwnm OP OPMMM I LWAMM I VEH=M(ACM 101,AditWrW Rem ft Sdm*d,mey be aratmd Bmme spm is rued) Contractor License#000017767 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores FL 33138 A REPRESENTATIVE ®1988-2014 ACORD CORPORATION. An rights reserved. ACORD 2S(2014101) The ACORD name and logo are registered marks of ACORD Caan Tr�de� Bowei dim, BUSINESS CERTMATE OF COMPETENCY �r r .� 400017767 COCONUT. . GROW QLAW a MMROR e i Q.B : V LLIApR ls=ftd mcwimopra tdCMpw14of Nknoaft Counter VALJD PO totIMTse immommom LOC-al IS 11l�ram ©a.de C�1r+nty, State of1�1'icla =TFtts I&.,NOTA BTl1 - b1V0 CPAY 4571932 - BUSINESS NAME/EOOAfiJOI�t RECEIP7`NO - J LOCO.NU7 GROVE G� MtrzRo CarzP RENEar L SEPTO, .3,660' w 41 `.S - 2962984 p 9 MIAMr E _-331'42_ " 1- _ Must�ba dis [ d e s o business , F'urscianTty rs `tstle OWNER SEC.TYPE OF BUSINESS'- = COCONl1TGROVE GLASS&MIRROR 214 RETAIL SALES PAYMENT RECEIveD: BY TAX COLLECTOR: CORE} = $82.50 07/29/2015 Ehployee(s) ;11 ECHECK=15-158943 This local Busmess7ax Receipt only copfirms pa"Out-ofthelocal Business Tan.The Receipt is not a license, peneit ora certification of the holder'squalificatio*-jor,�rolrusjhees.Holder_must comply with any governmental 6r nongovarementai regulatory laws and regmremeotsighictapplji to the biueas TfieRECE1PT N0.above must be displayed on all commercial vafircies Mlamr fade Code Sec ea-216. For more information vrs11wINV miamidad-umi bnolleatot, Lo I Bu Jw assTai R6- t0 ti- 6 Cou�lty, _ #atm 2`4f - -71{IS 73 NDT A-BII L UD NOT PAIL 1915736 BUSINESS NAt1AE/4OC1►fItIN - REGEIPT;NO. COCONUT GRi3VE GLASM1r1RbR CbRP RENEWAL SEP'TE1fB� Q, 2O1 fi 366fl NW"41 ST - - 2021079 Most b"ii at lsl of busrrsess MIAMI El:33142 Fursuantto ColtntyCotle ;ChapterBA #rt &1U - ;i; OWNER:. SEC.TYPE OF BUSINESS PAYMENT`."RECEIVED' COCONUT-GROVE GLASS&MIRROR 196 SPECIALTY MAL-DING CONTRACTOR BY TAX COLLECTOR CORP 000017767 - -$75.00 07/29/2015 WOrker(s) 2 - ECHECK-'15-158943 This Local Business TaxReceipt only confirms paymoafof tha lycnl Business Tax The Receipt is not a license, permit or a certification of the holder s qualificabolls to doilusilless Holdermust comply with any governmental or nango6ernmental regulatory laws and requiremi It haply to the bgz mass - The RECEIPT N0.above must be displayed on all co- ial vehicles NIIam6e-276. For more information,Asitwulvv miamidadeaaaoltaricsrlieeWr. Muni - pal nt aEto_t - Ilei pt = Miami: �JadCounty, StafeofiFlorrda - TFIISSNO7A$IL4-DO NOT PAY - CC NCr 0000477ti7 13U-MESSWxlqN RECEIPT NO. 0000NUTGFOWW"s&MII1RbR; SEP E1�1 r 2016 COW, 7473255 3600 NW4 C:ST , _ Pursuant.to County Code MIAMI,It 33142 --�SeC 10-24 OWNER TYPE OF BUSINESS PAYM ENT RECEIVED 00(ANUTGROVEGLASS&MIIWR spEcIxTYEIALDINGQONTF�iCfoR BY TAX COLLECTOR Clow 175.00 '09/30/2015 ` 0237-15-000976 This receipt isriot validinthefdiowingMunidpalities:AverdI^/Jowl;Haleoh.KeyBiscayne, Miall03rderls,Mori Lakes.PainnsdoBay-' .ecrest Suroryt:lslesBeSch TownoFQlgerBay. MIAMI FbrrrlDreirl(Orrrlati0n,V13It www^'A^3a"�4^""kAY lect� Miami-Dade Oficial Records-Print Document Page 1 of 1 CFN:20150604185 BOOK 29782 PAGE 2266 DATE:09/18/2015 12:44:41 PM HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY NOTICE OF COMMENCEMENT AFE0WCWYMffRFM1 MMOS09MMtestMMM PSS NO TAX FOLD Na//-47P6•4� ��/ STQE CF FLOIMk- t3OUNrY OF 'The WWW806W hWft t to bnpivieffaft as i i ro owo >W per.&W to wft ChspW 718.29.1 ft 1n1w4W h2b tiedCWmMMMMI a1pww. d 0�'s sal sd dtos pfa#W#M"gad w ndftm law 3� O W / / e3J✓� AMWtaft yt baud byMWft s= a *r.NWW so"` rrw MW Ptwm rY,I rdw. Whig aMM,R,,� SW rA . ftsmvM#wsbftofFb by Oww.qwwhm fdm ar a mWbs s~n puatilded t 01 "L13(jXpp,t FhM,Ni6J . In addMW t0 No *mw dusamw ft pls *)10 MWO a OW of a 1 kraal Ilotos as povMd b)Raft 718.131xw.ft Md GddMW dale Is am III ym inn ties dO of 2-d-r1j: &f-4. O�orsNasns(Mb�y p�oeaiy l@iaxatt,or 0�l1n Qrin not,EoMm., xer to * * E)(PMJLdY'Z2017 ��� �' emi�dnta�etNa�Y RrlElr. qMngnftd an Nw/1Z*013 2:40 PM hos://www2.miami-dadeclerk.com/officialrecords/PrintD ocument.aspx?Q S=MwKnucJT6... 2/4/2016 16- l ej PER s 2o�s •. BY: nd Std v2 . 2 . 7 . 0 per ASC - Developed by MECA Enterprises, Inc. Copyright www.mec Date 10/22/2015 Project No. R0306 _„ 1 Company Name COCONUTGROVE GLASS & MIRROR Designed By EDWARD LANDERS Address 3660 N.W. 41 STREET Description IMPACT WINDOWS & DOORS City MIAMI Customer Name PATRICE ROBINET State FL. Proj Location 1055 N.E. 96 ST. MIAMI SHORES File Location: C:\Users\dixops\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 BM = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.t1.0 ft Pitch of Roof = 3.333333 12 Slope of Roof(Theta) = 15.5;'Deg h: Mean Roof Ht = 20.50 ft Type of Roof = GABLED RHt: Ridge Ht = 23.00 ft Eht: Eave Height = 1J.'LL ft �-^ OH: Roof Overhang at Eave= 1.00 ft Overhead Type = O•rherg Bldg Length Along Ridge = 65.00 ft Bldg Width Acros's Ridge= 36.00 ft Gust Factor Calculations 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 = 12.30 it lzm: Cc*(33/Zm)^0.167 = 0.18 Lzm: 1*(Zm/33)^Epsilon = 574.56 it Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 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 Wind Pressure on Componentz and Cladding (Ch 30 Part 1) t.h aj r Roof not r l 1 J t l r„1 1 1 '? r • 51 ! 1 r 1 4 3s 3 �l'aUs � .� � � ••• ••• Gable Roof' <8<=45 All pressures shown•are tasect upon•AM Design, with a Load Factor of 6 kc tiWidth of Pre�sur•��oeffi0 Coefficient • 3.60 ft ' ''`.•1� Description i $i��s�• an• eaoe Max Mtn Mas P Min P •••- i• f i•• IV ft'02 •. GCp GCp psf psf �� o ------------ ------------------------------ .• • MKS. 'B,B1,D,H' 2.00 5.00 10.0 4 1.00 -1.10 51.32 -55.67 ',',a MKS. 'B,B1,D,H' 2.00 5.00 10.0 5 1.00 -1.40 51.32 -68.72 MKS. 'I,J,J1' 2.00 5.00 10.0 4 1.00 -1.10 51.32 -55.67 MKS. 'I,J,J1' 2.00 5.00 10.0 5 1.00 -1.40 51.32 -68.72 MARK 'E' 2.21 5.33 11.8 4 0.99 -1.09 50.77 -55.12 MARK 'E' 2.21 5.33 11.8 5 0.99 -1.37 50.77 -67.63 MKS. 'G,G1' 3.10 4.25 13.2 4 0.98 -1.08 50.40 -54.75 MKS. 'G,Gl' 3.10 4.25 13.2 5 0.98 -1.36 50.40 -66.88 MARK 'A' 3.10 5.33 16.5 4 0.96 -1.06 49.65 -54.00 MARK 'A' 3.10 5.33 16.5 5 0.96 -1.32 49.65 -65.37 MKS. 'F,D1' 2.92 6.80 19.9 4 0.95 -1.05 49.03 -53.38 MKS. 'F,Dl' 2.92 6.80 19.9 5 0.95 -1.29 49.03 -64.14 MKS. 'C,D2' 4.00 5.33 21.3 4 0.94 -1.04 48.80 -53.14 MKS. 'C,D2' 4.00 5.33 21.3 5 0.94 -1.28 48.80 -63.67 Khcc:Comp. S Clad. Table 6-3 Case 1 1.09 Qhcc:.00256*V^2*Khcc*Kht*Kd 43.49 psf ••♦ Y • • ••• • • MiAMI•MDE MaAMI-DADK COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES( F R) T(786)315-2590 10SW 26 F�g�Room 2599 BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA ivww.mlamiaade. ov econom Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ) This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets I through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,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. AUSSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this'lsntll'd ITC;A.ftj be provided to the user by the manufacturer or its distributors and shall be available'-for it3s�ac�ariattt> jbb•�ite at the request of the Building Official. This NOA revises NOA#14-0317.03-ajtd co8sisls o1 drispage I and evidence pages E-1 and&2,as well as approval document mentioned above. The submitted documentation. .was rViewedd byAUnuelger ez,P.E. . . . . . . .. • •• . . . . . NOA No.15-071&10 MIAh{wAOE COUPlTY Expiration Date: June 17,2019 fps 0 jgo* 0 0 Approval Date: September 03,2015 %: . . Page 1 . . . . . . . . . . . .. .. • • • •• •• ... . . 0 •.• 0 0 Eco Window System LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,.signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 97 IW'wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08 2192A, dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 971/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETY-08-2192B,dated 01/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NDA#09-0413.08) 3. Test reports on: 1).Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.BETI-08-2193A, dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted tinder NOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per.FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per.FBC,TAS 203-94 along with installdf oh di**m V 4,f�A"wide x 96"high Eco-Guard series 300 aluminum triangulvr t9 i f xedUinIA,prepared by Hurricane Engineering&Testing Inc.,Test ReportNo'M-NL08L2144;dated 01A5/09, signed.and sealed b Candido F.Font,P.E. (Submitted under NOA#09 0413.08) hIMIU49 r, LZ "' ••• Manuel Per E. ' Product Control E a er .. . . .. . . . . . •• ..' :' '.' NOA No.15-0715.10 Expiration Date: June 17,2019 s e e 0 0 0 0 0 o o Approval Date: September 03,2015 . . E1 . . . . . ... . . :00.: . . . . 000 0 0 0 000 0 0 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS icor ncBD) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a'50 5/8"wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI 08-2195A,dated 01115/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their "ButaciteO PVB Glass Interlayer"dated 04/25/15,expiring on.12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.America,Inc.for their "SentryGlasO(Clear and White) Glass InterIayers"dated 06/25/15,expiring on 07104/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-511 Edition(2014),and of no financial interest,dated July 8,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I., approved on 04110/14 and expiring on 06/17/19. see . . . .. . . . . . of •.. Y .•• ..• • Manue Pelf • • • • • am Product Control er' •• •• • NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 ••• • • • ••• • • FEB 16 gotsCIT MASONRY OPENING 32 3/4 3/8 134 3/8 0 MASONRY OPEN'G TOTAL WINDOW UNIT WIDTH M M N d• 3/8 32 3/8 37 60 37 g m WINDOW WIDTH WINDOW W. WINDOW WIDTH WINDOW W. Ell F- to OD N W 6 P] [r) Q Ld Eq 13 V3 J ai E7 = � LL jEn / / \ ❑ Q N E9 / 19 Wto // W 3/ z1 zi \ 3 F- J❑ m � o. w Vin. w / \ ZZ (L N m0 = m0 d = 00 o >- (0 3 } in 3 00001113 taZ \ �oZ L3 tD o \ / Oda w z \ z \ zo ••••ca co • •••••• •••••• •••• • • L13 M1 • . ••••• •••••• O ELEVATION 2-REQ`D. O ' ••••• ••••••ELEVATION 1-REQ D. • ' m 1 -(H.L.S.O.) • F— - . 1 -(H.R.S.0.) •• W [13 W M W N L� EGO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 500" ALUM. Z I aim OUTSWING IMPACT CASEMENT WINDOW IN CLEAR ANODIZED In ID W .- ALUM. FINISH WITH 5/16" GRAY LAMINATED IMPACT GLASS ❑ aj M N.O.A. 15-0406.10 ❑ W W I U Z W Ln -4 ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 301 Miami Shores Villa a ;'At V3 ALUMINUM FIXED IMPACT WINDOW IN CLEAR ANODIZE v°' � i�NDERS ®esu ALUM. FINISH WITH 5/115" GRAY LAMINATED IMPACT G I 10VMBY DA� �® P,;�,+S� . . ® ® N.O.A. 15-0715.10 ILF- NG DEPT :• o v� � :WEDWARD A. DRAWN ay: ECO WINDOW SYSTEMS, LLC. SERIES BLDG DEPTG!o ® ® pti °Z Z-ANDERS, P.E. E.R. IIECO-GUARD CLIPPED" 1" X 4" ALUM. CLIPPED m W Qo '� ®� INSULTING ENGINEERS MULLION IN CLEAR ANODIZED ALUM. FINISH o Q• �0e50 N.W. 146 STREET DATE: SUBJECT TO COMPLIANCE WITH ALL FEDER& % � In °� °�ci N.O.A. 1 4-0529.1 6 ' ®°�. BUTTE 5 L 1D-ifi•15 �-M IAMI LAKE6 FL 33016 STATE AND COUNTY RULES AND REGULATIONS P•E. D36396 TEL: (305)823-3938 EOF' ER&14®d® FAx: (305)823-9355e��9 1 /4u TAPCONS WITH 1 1 /4u CAULKING (TYP.) Z 1 /Z" r� l EMBED. INTO CONC. AT ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 500" ALUM. EDGE DIST. 611 FROM CORNERS OUTSWING IMPACT CASEMENT WINDOW IN CLEAR ANODIZED AND BALANCE AT 1 211 0.C. ALUM. FINISH WITH 5/16" GRAY LAMINATED IMPACT GLASS M (ANCHORING AS PER N.O.A.) N.O.A. 15-0406.10 W QMECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 30011m 'd X P.T. WOOD BUCKING (TYP.) ALUMINUM FIXED IMPACT WINDOW IN CLEAR ANODIZED ALUM. FINISH WITH 5/16" GRAY LAMINATED IMPACT GLASS 11 N.O.A. 15-0715.10 1 /4" MAX. SHIMMING (TYP.) F V3 ECO WINDOW SYSTEMS, LLC. SERIES [() W 1 N "ECO-GUARD CLIPPED" 111 X 4" ALUM. CLIPPED [p m N p I I MULLION IN CLEAR ANODIZED ALUM. FINISH Q I- 1 C I� 1' N.D.A. 14-0529.16 --I N , !I I U [Y7 Q yj. 1 9 W I Ev] L. !I !' > , Q o II I• O � m i! i• C7 O � el !f !i II )( : Z L `D !: I' 1 X 4 ALUM. MULLION Z . N if if ❑ Cm !i !I 1 /4 SELF DRILLING SCREWS W !' ! 11 Z 1 1 /4 11 SELF DRILLING S�RE.•WS +••• W — 7 FROM CORNERS AND ... W 611 FROM CORNERS AND•• : .. BALANCE AT 1 O 1 /2 O.C. IL = !I (ANCHORING AS PER N.O.A.) BALANCE AT 1 211 O.C. •••••• •. • O • 6666.9666 !I !I (ANCHORING AS PER V40IJ'.A.) ' w•••• 1: I: .6696.' 96669696 I� II • • W 6666:660 9696:•96: 966• W O ji II 9666 9696 '6696• U *see" ZQ 96.6.9696 66 4AD • • • HI •66669666 ❑ es66s rO Ij II s ' • • 'wa'I — - — - - - - — - - - - - - — — — — — 966696 — + ----- � s66966666La 3 I! I --------------- ---— Z66 .. .. .. . .. .. . .. .. .. fill , a II ! Z❑ J !� !` It W 129 [] I. W � � WINDOW WIDTH WINDOW WIDTH v J �_ LL LL 0 SECTIONp 4 0 p®)A0B18iq Q ❑I co Q i,. 0 00 ® •N S 1 /4" TAPCONS WITH 1 1 /411 .'v $ WARD A. DRAWN SY: 0 ;�NDERs, P.E. E.v. EMBED. INTO CNC. AT oW� SECTION 11 Cr•LtSLILTINLi ENGINEERS DATE: 6 FROM CORNERS s OF w ZSfl N.W. 146 STREET OB-03-,S AND BALANCE AT 12 11 O.C. m • ®. HAKESFIUITE 9 IAMI L.4KE6 Ft.33018 • ° P.E. 036395 HH EET NUMBER (ANCHORING AS PER N.O.A.) F Off••°'<o o EL: (305) CG-19 ,Q�j,J,y L _ ABo,V/F�1•• e°•°`, FAX: (305)B23-9355 OF 19 �°®'o FS S I O@Q.fF•�. 2.688 i.b08 WINDOW WIDTH .062 { FALSE MUNtM 500 .768 D.L. OPG. Z (SURFACE APPLIED) 1.893 .875 OPTIONAL 3 � i d 9.tXX! Z 6Y S o Qi a .062 MUSH FRAME ADAPTER2.750Q� a a rr Q ti Ot FRAME HEAD/SILL/JAMB.750 it 11 .81T-- �2 GLAZING BEAD ii ii U a 1.0701 .37$ ___t1-----��- •••i•• • ••••• .050 —tl __ J tfi tPl •••• ••••i 4 • • • i 2E •••• h ••• 3 ANCHOR COVER • • •� :••• •• as to, •..• 6" MAX. 12' MAX. • •• • • •••• HEADfSILL HFJhD/Sill •••• CORNERS •••• ; _ • TIPICAL ELEVATION ECO--GUARD SERIES-30Q ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS 01-0. DIMS. o a e APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. HEIGHT = WINDOW HEIGHT — 3.825' g n p o P COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER D.L.O. WIDTH WINDOW WIDTH - 3.625" a WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 4 MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE s A. 999 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY c a m v 0 HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER • LOADS TO THE STRUCTURE. -- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Eqr- JkV�a1tD PRODUCT RWAM 4 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. F 3 82 complying hticeFlo a Acccptartve 14015-47640 $' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE >rac t�Uate � � NOT PART OF THIS APPROVAL. 2011 [t I A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BY t hilsml � drawing no. SIE INNTTO INCLUDING BUT OOT MO�MILAR MATERIALS S sI�LLMMEEITHE 102015 W09-20 REQUIREMENT'S OF THE FLORIDA BLDG. CODE. sheet T of DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACrl'Y - PSF 3j16° ANN. GLASS 3/16" HEAT STTtEN'D. GLASS VINDOW DIMS. GLASS TYl*E 'e GLASS TYPB b' 1IINDQIf DINS. GLASS TYPE 'c' GIdSS TYPE 'D' H WIDT (W) (L) EXT.(+) INT.(-) W.(+) 1Nf4-) wfDTH (w) LENGTH (t) EXT(+) 1NT4-) IXT44) INT.(-) sAcc lnt�rlayer Mo' Interlayer �p tautaeite PVB SentryGtns 24" 75.0 80.0 80A 90.0 26-1/2' 75.0 w0 80.0 90.0 By 'Kurargy America. Inc.' By 'Kuraroy America. Inc." 3Q" 75D 80.0 80.0 90.4 1 37' 20„ 75.0 80.0 80.0 90.0 3/16' ANN. GLASS 3/16" HEAT STREN'D. GLASS ° 750 80.0 80.0 90.0 53-1/8' 780 80.0 804 900 42" ° 75.0 80.0 no 90.0 74' 75.0 80.0 804 90.0 �p SILICONE SILICONE 48" 75.0 $0.0 $0.0 9010 26-1/2' 75.0 80.0 800 9010 Q a �J DOW WSCS 20000 GEWSOS 2000 CORNING 8� 54" 75.0 80.0 60.0 10.0 37' 7510 80.0 80.1 90.0 ffi 38_318" 80° 75.0 80.0 80.0 90.0 53-1/8' 75.0 eo.0 80.0 90.0 F 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 900 / 72" 754 80.0 80.0 90:0 26-f 2' 75.0 86.086.08010 90.0 m 4 fid e i• i• 5 i i s a, , :, 24 754 no 800 90.0 37" " 750 80.0 80.0 90.0 C AT 1LITES "DER ii it 8 ON S AT 1LITES WIDER 30' 75.0 80.0 800 9060 53-1/8/4 POIWS - b0-5/8 71.3 76.0 8010 90.0o]0 8 ON THAN 36' ONLY THAN 38" ONLY 36" 7510 80.0 $00 9100 74" 71.3 73.1 8010 90.0 42" 4S. 75.0 80.0 804 90.0 26--1/2' 7510 60.0 600 Ko 48" 75.0 1 80.0 800 90.0 37" 83" 75.0 80.0 80.0 90.0 Q :! #8 x 1-1j4" SMS i8 x 1-1/4' sus 54" 75.0 8010 800 90.0 53--1/8• 67.9 72.5 80.0 90.0 Al 3-112" FROM ENDS AT 3-1/2" FROM ENDS 80" 750 8010 604 900 26-1/2" 75.0 8010 80.0 90.0 AND LEY' O.C. MAx. AND 10" O.C. MAX. 66' 75.0 $OA 80.0 +90.0 1 37" 78' 75.0 80.0 80.0 90.0 GLASS 'C' GLASS TYPE 'I9° 72" 78.0 1 76.6 $0.0 90.0 53-1/8° 67.9 69.9 80.0 80.0 : �'• GLAZING OPTIONS 130" 75.0 $0.0 80.0 m4 '..' ••• • 30" 75.0 800 800 90.0 •••••• 1 •' 1-" •••i• 36° 78.0 800 80.0 90.0 W ••:•• 42' 60. 75.0 8" 80.0 Sao ••••� �j .r ••••i 48' 7&0 80.0 ODA 90.0 •••• 'ca 54' 88.8 71.3 no 90.0 ��'�� S2 •� � W ••• 60' 60:2 84.2 $0.0 90.0 • •• t •.•• 68' 60.2 WINDOW WIDTH WINDOW WIDTH 84.2 80.0 90.0 �L1 % :': v7 • ,�1t WID 72" 80.2 84.2 80.0 80.09 0.0 -� � •••• 2E 24° 750 80.0 $0.0$0.090.0 •• ZRe •••i 0- - 75.0 80.0 804 90.0 3 ��2 �j a ...36" 75.0 800 80.0 900W 42' 72' 75.0 80.0 80.0 901048' 750 78.6 60.0 90.054" 88.8 71.3 30.0 90.0 WIDTH AND LENOTI•! DIL40MONS CAN BE ORIENTED° VOMCALLY OR I ORIZONTAL.LY AS SHOWN ABOVE. 6Q 60.2 64.2 80.0 9a0 24" 75.0 50.0 80.0 90.0 _WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30" 75.0 80.0 80.0 9a0 38" 75.0. 80.0 $010 900 0 O 42" 70.0 704 800 90.0 48" 654 ss.6 800 90.0 I E I d 4 1 54° 64.3 64.3 800 904 10 I I r I 24° 75_0 80.0 80.0 90.0 30° 75.0 80.0 800 $0.0 m W. WIDTH, ci -•�. 38" 98° 7510 78.2 800. 90.0 NOTE: 42" 84.8 64.6 60.0 10.0 GLASS CAPACITIES ON THIS SHEET' ARE o < W o WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH GLJI 48' 59.9 .59.9 60.0 90:0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). ` - - - 24' 75.0 800_ 80.0 90.0 Z� 1� 75.0 800_ 8D.0 Sao Nr. .A VAD YR(}pUCtliBil?SfIiD 36' 74.5 74.5 80.0 90.0 FLA PE CIVIL z as comptyb*with the x 42' 61.5 61.5 800 90.0 C.A.N. I3alldinsCa& 5. 24" 75.0 800 80.0 Sao !Acce mttIIon Date&�� S p Lu 30" Lu 120° 75.0 80.0 80.0 90.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36' 74.5 74.5 800 90.0 Tv3iumi do a6uct drowing no. VERIFIED BY INSCRIBING PCIVRE WINDOW SHAPE WITHIN SQUARE OR RECTAL AS JU 2015 SHOWN IN DOTTED LINES AND OBTAL41NG ALLOWABLE LOADS FROM THOSE SHAPES. W®9-20 sheat 2 of TYPEA1. ANCHORS Iffy WOOD BUCK SEE 0". FOR SPACING METAL. TYPICAL ANCHORS 2 D BUCK � � STRt1"E SEE ELEV. FOR SPACM OR MIAMI—DADS COUNTY APPROVED W00D i '41 i q • a a '°'4'v 4 a ° MULLION & MULLION ANCHORS :." - • 4 • • d, SEE SEPARATE NOA Z A., ° z0. V 2 i! L t TYPICAL ANCHORSME SEE ELEY. FOR SPACING SEE ELEV.GOR SPACING i TYPICAL ANCHORS: SEE ELEv. FOR SPActNG !. .s WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. — i• �. s 04 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (Fu-177 KSI, Fy=15S KSI) 0 !s i► AND TRANSFER THEM TO THE BUILDING STRUCTURE, INTO 213Y WOOD BUCKS OR WOOD STRUCTURES !! i• 1-1/2" MIN. PENETRATION INTO WOOD • i! •I 071• ,,, ..... ii it THRU 16Y BUCKS INTO CONC. OR MASONRY • •• 1-1/4- MIN. EMBED INTO CONC. OR MASONRY ••• •• Ijr ..... DIRECTLY INTO CONC, OR MASONRY •0000 • ai •••; ® i! !i 1-1/4" MIN, EMBED INTO CONC. OR MASONRY •••• ti 1` O #14 SMS OR SELF DRILLINGG SCS (GRADE 2 CRS) •••••• mr„ •••• o i INTO MIAMI—DADS COUNTY APPROVED MULLIONS (MIN. THK. =;� Z • ii ii INTO METAL STRUCTURES • • �' — "• ••:• !! !! STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ••••• , d ... ALUMINUM : 1/8" THK. MIN. (6063--T5 MIN.) ti a • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w ii II 'I 1 'TYPICAL Er&E DWANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. A li 1! Yv i4 !! i WOW AT BEAD, SILL OR JAMBS SC - 0.55 MIN. °� � � a CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. !! ! C-9O HOLLOW/FlLLED BLOCK AT JAXM f'm ® 1500 PSI MW. z¢ zsa 2 i' ii SEALANT: a - ii y ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o S 8 :► JOINT SEALER. ► g 4 m v o i v rn v vy I 1 &Wi JAVA 6tAD PRODUCTRE%ISED [ c • " fiJ►. 7 92 as comptying with the Find" a° • C �° „. BuildiagGude 1p�•�'l��a! I O Acceptm*No � J' t3xpi[ation Date 9 > e Ll Lij 4 i I TYPICAL 9 I TYPICAL ANCHORS Mi ai►ProQ+ drawing no. a s£t= ELEV. srACutc IDYTWOOD I ELEV.SEE A JUL NIB W09®-2(} " sheet Sof 5 rm PART IIF RSQA• DESCRIYTIOSI MATERIAL MAN?./SUPPU1R/REMARK8 1 FY3t11 2 FRAME HEAD/SILL/JAMS 6063-T6 o 2 M02 AS RECD. GLAMNQ BEAD- 7/16' GLASS 6063-T6 3 FY303 AS READ. ANCHOR COVER 6083-T5 - 1/8'7m 6 z4 LEZD3 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 6 ALUM STRAP J 5 FLB-50 1 GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE �` a 6 #10 x 1' 8 FRAME ASSEMBLY SCREWS CRS PH SMS D a 7 FY12O - FLUSH FRAME ADAPTER 6063-18 OPTIONAL 12 8 - 2/ LITE SETTING BLOCK EPDM DUROMETER 85f5 SNORE A 'r gm WELDED JOINTS � r MIAMI-DARE COUNTY •• • •• •• APE OV nPtc�►t ANCHORSRECT. OR SQUARE VANDQWS CIRCULAR WlNOOWS MITER CORNERS •••�•• � �. ..;. W ELM FOR $RACING •••••. � CO)MR MAILS • • e 80A TYPIC. ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4' MAX. 1/4' MAX. SHIM 1/4' MAX. /'n1 SHM TYPICAL ANCHORS c�C N SEE ELEV. TYPICAL. ANCHORSo FOR SPACING SEE ELEV. c FOR SPACING 33 METAL p m STRUCTURE o 0 0 0 WOOD - - - - - - - - - - - - - - - - - - - - - - - - - • ' WOOD STRUCTU - Engr: JAVAD AHMADD C EEMClip t>71dY N o v t L792 Building('UQe co3 r lay artcplarce Ato I •"-5 EXTERIOR rr WOOD L3LiCKS iraptwell�is9 g a $Y D.L. OPO. de Piaduct drawing no. wlNrDaa+, WIDTIi 0 ZOt W09-20 sheet 4 of 5 METAL W STRUCTURE t� TYPICAL ANCHORS TYPICAL:ANCHORS MIAMI—DADS COUNTY APPROVED i SEE SEE EL EV. FOR SPACING 8". FOR SPACING MULLION & MULLION ANCHORS z SEE SEPARATE NOA :.y Q I I ® Ir 1HE- trQ ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING c� o • • vie ,. 0000 .. . •••• .••. .... • ... r. • q505 n ulp 900 •. .. .... G 7 � SHIMS ALT. • • �§ •• ••:• • O • � ••• d W 6 TT a46 N d TYPICAL 1p.I.11ORS SEE ELLV. FOR SPACING d e e O • �: py Ol Hi t7 O 0amac ALT. I IN'STAt i ATION DETAILS WITH FLUSH FRAME AD►AFTER E;;R JAVA D PRODucrRITVISM sa — FIA. P 70592. Building C D&e ,. .-_� C.A Alae NoIG-0 1 -10 4 0' -�u zu� Miami drawing no. I s�..O�SPACING W09--20 sheet 5 of 5