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WS-15-2742 4 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246764 Permit Number: WS-10-15-2742 Scheduled Inspection Date: December 22, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge 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 1 IMPACT DOUBLE DOOR Infractio Passed Comments 17IMPACTWINDOWS INSPECTOR COMMENTS False 1 IMPACT SINGLE DOOR Inspector Comments Passed Failed •r)el e, Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 21,2015 For Inspections please call: (305)762-4949 Page 10 of 33 RM 46-2742 Miami Shores Village r t7#3if TYP&l OWS Shuttem 10050 N.E.2nd Avenue NE C53'}� i�7 #, r W IR t Re mem.' Miami Shores,FL 33138-0000 � y � Pi APPROVED Phone: (305)795-2204 Ft [esus Date:1114/2015 Expiration: 05/02/2016 Project Address Parcel Number Applicant 1055 NE 96 Street 1132060143710 pATRICE ROBINET Miami Shores, FL Block: Lot: Owner Information Address Phone Cell PATRICE ROBINET 1055 NE 96 Street MIAMI SHORES FL 33138-2551 Contractor(s) Phone Cell Phone Valuation: $ 29,750.00 COCONUT GROVE GLASS AND MIRR 305-634-3420 Total Sq Feet: 352 Type of Work:1 IMPACT DOUBLE DOOR Available Inspections: No of Openings: 19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $18.00 Invoice# WS-10-15-57577 DBPR Fee $4.35 11/04/2015 Check#:1370 $305.70 $50.00 DCA Fee $4.35 Education Surcharge $6.00 10/28/2015 Check#:1366 $50.00 $0.00 Permit Fee $290.00 Scanning Fee $9.00 Technology Fee $24.00 Total: $355.70 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: Ycertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin thorize the above-named contractor to do the work stated. 14. November 04, 2015 Authon d Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 04,2015 1 w ►��p FBC 20 r 4 UIMDIN�ir " ^- — - Permit No. PERMIT APPLII" TIO OCT 2 8 2615 Master Permit No. Ls-- D s-- Permit Type. BUILDING =-- ROOFING JOB ADDRESS: /O�-.rxx City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //-3.2D 6 - D ~.3 71e) U the Building 131storically Designated:Yes NO x Flood Zone: OWNER:Name(Fee Simple Titleholder): /Cl C3--N* Phone#: 6!�r f4,a- 7197 Address: /l7 N-7— /l/C~ c14 City: state: _Zip: ✓ Tenam/L.essee Name: Pho # Email: CONTRACTOR:Company Name:C��,(�f/Tt��G(/Q baS /A///lil Address: City: ��/ ��' State: Zip: Qualifier Name: State Certification or Registration# Certificate of Competency#: 77 6 7 Contact PhonL � oL O Email Address: 60&G Auy 11�y{S A sr AgAe!/JbyA� . DESIGNER: gineer: 'C� �- c/l S Phone#(3�)� 3'313 Value of Work for this Permit: !,7� $quare/Linear Footage of Work: �( Type of Work: DAddition Alteration ONew URepair/Replace ODemolition Description of Work: -D w< Color duu tile: Submittal Fee$ Permit Fes$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Educadon Fee$ Technology Fee$ Doable Fee$ Structural Review$ TOTAL FEE NOW DUE$ ins ° -�o City State Zap Application is hereby made to obtain a permit to do the work and installations as indicated. I certify t14at no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the dards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICALVORK,PLUMBING,SIGNS, WEL.LS°,POOLS,FURNACES,BOH RS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is acamu and that all work will lie 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 PAYINQ TWICE FOR IIdPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT7rORNEY BEFORE RECORDING YOUR NOTICE OF COMN[ENCEMENT." Notice to Applicant: As a condition to the issuance of a budding permit with an estimated value excee ft$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days oiler the building permit is issued In the absence of such posted tics, the inspection will not be approved and a reinspection fee will be charged. e 2:2A Signature Signature Owner o Agent Contractor �• The f gins t was wledged before me this The go ent was, wledged=40sS thi �� day 20%,_,by T� /D.#.* ler day o 2W— .bbyyW/ c If zo who ispersonally known to me or who has produced r e�Q'f who is personally known to me or who has produced- As identification and who did take an oath as identification and who did take an oath. NOTARY PUBLIC: NOTARY : Sign: Si re Print.• ly�I i/�- ld q a0.�p4Y PLBLc GLORIA COTO °�'':��;e�% GLORIA COTO My Commission Expires: My Commission Expires: * MY COMMISSION t EE 8821 MY COMMISSION A EE 882981 EXPIRES:July 12,2017 EXPIRES:July 12,2017 Bonded ru Budget Notary Services %'`e ;v6OO Bonded Thru Budget Notary Services APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised Y12012XRe4sed Q7/1=7XRvv1sai 0&11 WXRevised Y151M CERTIFICATE OF LIABILITY INSURANCE 110120/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsomen s. PRODUCER OT NSI Insurance Group PHONE FAx 8181 Nortflw�est 154th Suite 230 305-556-1488 X242 .305-556-3680 Miami Lakes FL 33016 INSU S AFFORDING COVERAGE NAIL y INSURERA:FCCI Insurance Co 10178 CoconINSURED m►Nsw�s:Wesco Insurance Coan 25011 ut Grove Glass&Mirror Corp. 3660 NW 41 St INsuRERc:Ma a Ins Co of Florida 34932 Miami FL 33142 INSURER D:Torus Specialty Insurance Company 44776 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMB R:1032142080 REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ---POLICYNUMBEREFf LIMITS B X COMMERCIAL GENERAL LIABILITY N WPPI26072300 4202015 4202016 EACH OCCURRENCE $1,000,000 CLAM-MADE rx—]OCCUR PREMISES(Ea=pw) $100,000 MED EXP one ) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL.AGGREGATE $Z000.000 POLICYE]JECTT r--1 LOC PRODUCTS-COMP/OP AGO $2 OOD000 OTHER: $ C AUTOMOBILE LIABILITY N 4150150011460 4/2012015 4202016COW I y®nt $1, 0,000 fEa ac AU X /A�NLQWNETOD BODILY INJURY(Per parson) $ TO NI IMED BODILY INJURY(Per ami} $ X HIRED AUTOS X SCHEDULED AUTO PROPERTY DAMAGE aoa $ $ DUMBRELLA I" X OCCUR N 760 ISIAU 4202015 4202016 EACH OCCURRENCE $1,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $1,000,000 DED I I RETENTION A WORDYCOMPIR ATION $ AND EMPLOYERS'LIABILITY �1-WC15A 42367 311115 3112016 X IPER STATUTE ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFRCER/MEMBEREXCLUDED? N/A E.L.EACH ACCIDENT $1,x,000 (M-datory In MH) and E.LDISEASE-EAEMPLOYE $1,0 D,000 DOF OPERATIONS E.L.DISEASE-POLICY LIMIT I$1000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 1CIf,AddOwal Remaft Stheduf%may he at elted H pwe space Is regWreM Contractor License#000017767 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Villa na THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHIO REPRESENTATIVE ©1988.2014 ACORD CORPORATION. AN rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD oca� t��usness Tax Receit ._ MramiDade Coun# , Stafe of Flo4da THIS,IS NO'S 4 BILL bO NOT PAY = 4571932 BUSINES5NAM"CATION RECEIPT NO EX �AM COCONUT GROU GI.ASSkINIRRORCORP = RENiWL _SEP'tEm" l-, 2016 3660 NW 41 ST 29$2984 IVlust die.displayed at place of business MIAMr FL 33142 - Fursuartv.Countode Chapter BA-Art.8&10 OWNER SEC.TYPE OF BUSINESS COCONUT GROVE GLASS&MIRROR 214 RETAIL SALES - `,. PAYMENT RECEIVED CORP.- BY TAX COLLECTOR Employees) 11 $82.50 07/29/2015 ECHECK-15-158943 This Local Busmeiii*Receipt only confirms payment 4the Local Business Tax.The Racei_pt is not a license, it; permor a cerhficationof the holder s�qqualifications,to do business.Holder must comply'wlth any govemmemal or nongavernmentaFiegulatory laws and requiremeltta:which apply to the business "" The RECEIPT N0.above must be displayed on all commercial vehicles-Miami=Fade Code Sec ea-276. For snore information,visitlnou miamidede gov/taYcollactor Lace Business Tac Receipt ; Miami=Dade A_b.Uf1k Sfate of. Flor-i;da -THIS IS NO BILL - R0 NOT PAY-` 1815736 - :BUSINESS NAME/LOCATION RECEIPT NO EXPIRES COCONUT GROVE`GLASS :MIRROR CORP RENEWAL SEPTEINISER 30,.20.'I s' 3660 9W41 ST" 2021079 Must be displayed at place of business MIAMI F133142 Pursuantzo County Code Chaptej$A-Art.9'&10 OWNER SEC.TYPE OF BUSINESS PAYMENT-RECEIVED COCONUT GROVE GLASS&MIRROR 196 SPECIALTY BUILDING CONTRACTOR ;MY TAX c61-LECTOR CORP 000017767 $75.00 07/29/2015 Workers) 2 ,.fCHECK;=15-158943 This Local Business fax Receipt only confirms paylnentrrf the Lacsi Business Tax The Receipt is not a license, permit or a certification of the holders qualificationsito do business.Holder must comply with any governmental ornongovernmental regulatory laws and requirements which applyto the busimiaL The RECEIPT N0.a6ave must be displayed on all commercial vehicles-Miami-Dade Cod-bled Be-276. - For more information,vis4)Mffw.miamidadees x oll r -. M uni ci pal COrttractOe s.T�x (mei pt " Miami: ' cosb+ t T BO�d BUSINESS CERTtFlC�ITEVol OF COMPETENCY gtbv 000017767 COCOMff ORM MAN UMWW vA u.w ��a �«A z�«`` �d:��\} _ . �� y � .3 - � �, . �. . . . �/ : . y . .. . �ez \ . \�`2 - � - � \ ° . . � R . \ ` - 2 ��'�\�� \�z � : _ ��\. �� ` . . �»��<� ,w . . /� � ��? »s ��v»: ��ƒ ,da�� , .��3�. w . �� \�� \��\�/�\ ^ � ��«� ��,® � �2 \\» �/` \ \\��\ .�\ \ ��<�a> � � y »^ �\\� �/�� \ � . , . :- . ° � < , . ��\��^ `^ ^� \�\ . .. , . . � - � . ,«« �» � - : . . , � 2� ��. . . , � . 2 . ��- PROPOSAL It Coconut Grove Glass & Mirror Corp. F Glazing Contractors.Store Fronts.Windows.Sliding Doors.Plate and Safety Glass.Custom Shower and Tub Enclosures.Mirrored Walls and Ceilings.Glass Table Tops. 3660 N W 418'Street Phone:(305)634-3420 Miami,Fl.33142 Fax: (305)634-3421 Proposal submitted to: Patrice Robinet Revised 08-31-15 1055 ME 961b Street Miami Shores,FL 33138 Cell:(786)554-7366 Home:(305)904-4199 E-Mail:gatricerobinetla7hotmail com Pagel of 2 We hereby submit specifications and estimates for: Supply and install new impact resistance ECO windows and doors in clear anodized aluminum frames glazed with gray 5/16" laminated impact glass full view with no colonial. All doors will have standard brushed finish lever set hardware. All window and door operation are viewed from outside and doors will swing out.(0--fixed X=operable) 11 Floor Den Mark A- 1- 37"x 64"casement window X hinge left(Add 2 x on each side) Window to the West to remain Office Mark B- 1- 24"x 64"casement window X hinge left Mark C- 1- 48"x 64"fixed casement window O Mark B- 1- 24"x 64"casement window X hinge right Downstairs Hallway Mark D- 1- 19 1/8"x 39 I/2"fixed casement window O Living Room Mark E- 2- 261/2"x 64"easement window X 1-hinge left/1-hinge right 1- 60"x 64"fried casement window O 2- 1"x 4"tube mull 63"hi with clips Kitchen Mark Dl- 1- 35"x 811/2"single swing door full view hinge riswing out Window to the North to remain DUflux Room Mark D2- 1- 75 3/4"x 81 1/2"double swing door full view 1-lett hand active Mark F- 2- 35"x 81 1/2"fixed impact wall in I-lite(new opening by others) Landry Room Mark J 2- 37"x 391/2"casement window X 2-hinge right 21 Floor IInstairs Hallway Mark G 1- 37"x 511/2" casement window X hinge left Page 2 of 2 Job: 1055 NX W Street Rev 08-31-15 Y Bedroom#2 Mark H- 2- 55 1/2"x 51 1/21' casement window XX(Egress) AWk I- 2- 191/8"x 511/2"fixed casement window O Upstairs Bathroom Mark J- 1- 37"x 391/2"casement window X 1-hinge left Bedroom#3 Mark H- 2- 55 1/2"x 51 1/2" casement window XX (Egress) Mark G 1- 3r x 511/2" casement window X hinge left (Low-e coating) ...................................... $29,750.00 Engineer Calculations and Shop Drawings..............Add ...........................................$1,200.00 (The actual cost of the Permit and Processing Fee will be added to above price and paid for by owner or general contractor as separate fee) Oation -Repairs Patch up drywall and stucco,inside and out of window returns as needed and leave ready for paint.All paint inside and out is to be done by others.Note: This work does not include any new sills or floor repairs. All drywall repair work is only for the area around the window that we have damaged during the window installation and not for existing water damaged drywall. Note:This work can be done by another contractor of your choice and must be done prior to Slnal inspection. Add ..........................$3,500.00 Total................$34,450.00 08-18-15 Ck 1013 Deposit ................1,2,000 900 Balance ................$22,450.00 Included: Tax, material, delivery, installation, removal and disposal of old windows, wood backs, exterior perimeter caulking Excluded:Demo or removal,concrete cutting,wood bucks,knee wails,structural steel or headers or columns,break mufti,stucco,piaster;paint or touch-up, drywall,window sms,exterior or interior finished bead caulking,Impact or Storm Pand System,electrical or alarm wiring,special hardware,cleaning andtor protection of&amen or glass,D.R.B Approval or Fee,Permit or Expediter Fee,Courier Fes,Shop Drawings and Engineer Calculations,overtime or weekend hours,Redd testing or resting cosi and do not ague to any liquidated dam. Note:unless I Md In the Included to=of work above The Interpretation or acceptance of Dade Coaaty Apprevat,MV DraeinV and Ruglaser Cukdatioas is at the see dbefftlon of rho ImUdins offidal of teat Mankh ality of WN&the week is haiM porforesW to appro m,r4ed er raom a me timsRoduct Appraval tiom Metro Dade County whkhkXMhgMjgLiQ this quota It is agaessly understood and awned that tide to any merehandiso that has been deRvmsd or lastaned many real propany remains vers adl paid to fitU or may be removed at say time at per sole disaetlon end any dopoait orpayarads made towards that metdrat dip be forfedhd aiongwith air�of damages caused byrennvat of said merehaudae Mow In dim ovum Canada Grove Glean&Mkror Cmp.f Coemot Grove')is required to age a sat as a result of arry broach of this agrmmeat or to oolleat any mmtee due and owningander this agsemeat,l�dtag lou not 1 to.any age orders,Cowmu Move shea be emited to its raesmabe attorney's toes and costs,appoliaM post Judgment and odmrwise.Farth�rmo,the per ke agree that vcMQV shell Us etmlusively to Dado Comfy,Florida,the pardes wdvo the risk to assert fawn no aonvenleas and waive the right to trial by jury.Farthermma.in the ovum!here aro eery d�deames a any work or materials provided by Conamn Caavk customer ebaU Y paovlda drift®Butim omtified mail,rebtrn aeeeipt to be etreotive advfsiag ofthe atteg�deRdonay. fiallme to provide such notion shall cmchtdvelY e�bliab that A work and mataials provided by Conaam Grove are serisfadory.Castmmr and its prindpel agent amllor ropresema{ve ages idea in dm ev®t Coconut Grove Chase a bihor Corp.does the sub,they shall nat idaposs any detanass or coumanlaims,compulsory and/or parmissivs,web the amspffou orpsyment. Paymmt to be made as fanowa: : 50%deposit due upon signing 35% due upon arrival of materials to our warehouse and prior delivery to site and final balance due in fall upon completion of installation and or final inspection. Aa material is»to be as speeMoL Ali work to be campldad In a werkmaninte Authorized maaser aaordiag to standard prafto .Any aitcegloe or dwfttbo from AM spedara- sivatum: laambwvolonamstow wIDbea mdyupon. ordersanddalbecomean AhmetSantauts UlesT-iffinator etas amass atm and above Me Othasts.At areacuents contbrged!Cpm senega,aoe amre ahmetga cMn"UTOvealass.eom or delays bwand our waaaLOwner tocarry*%toaandoand steernecm.ryhoormse. Note:ThispropOSnmay be withdrawn by as oar darker asp fogy covered by workmen's Comparsadoa hoermso, If not aeeepted ya Acceptance of Proposal-The above pricm vcafir ahm and oonditiow aro satiaf Dory and hereby aaaeptad You ars SMNATUR& authorized in do the v+rerk Via.PayttaeW wall be atretic as otdiined above. 4 V-14 Date of acaeptem.- � 3+ t't!� A late Payment of 1s% wr month win_be.•taArrrea on all P n DUE IlWOir'E ttsi etvrrrc Property Search Application-Miami-Dade County Page 1 of 8 Jig n € Y 1 0 ' 1 1 w 1 1 1 t Address Owner Name Folio SEARCH: 1055 ne 96 street Suite Back to Search Results PROPERTY INFORMATION Folio:11-3208414-3710 Sub-Division: MIAMI SHORES SEC 2 Property Address 1055 NE 96 ST Miami Shores,FL 33136-2551 Owner PATRICE ROBINET ELSA GAGNON Mailing Address 1055 NE 96 ST MIAMI SHORES,FL 33138 Primary Zone 1400 SGL FAMILY-3001-3250 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 PNIT Beds/Baths/Half 3/3/0 Floors 2 http://www.miamidade.gov/propertysearch/ 8/28/2015 111!111 I I I II I I III I I I I I I I I I I N11i I Il 1 1 11#1 I I I I CFM 2012R0033VO7 IPreirauesi br and Indus Reeonhux to: OR Sk 27963 Ps 49421 t l ne l Elm RECORDED 91/18/2012 09.25,06 .1055 NE 96 SOW DEED DOC TAX 0.60 HARVEY RUUTA!► CLERK OF COURT Miami Shores,FL 33138 MIAMI-DADE CDUHTf r FLORIDA LAST PAGE ___[Spm Abp This Lim For Rowding Data] Quit Claim Deed Tills Quit Claim Deed made this 19'b day of December,2011 between Elsa Gagnon,a single woman and Patrice Robieet,a single man whose post office address is 1055 NE 96 Strect,Miami Shores,FL 33138 (Grantor)to Patrice Robinet 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"inches all the parties to this insurrmat 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 00/100($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 descnbmd land, situate,lying and being in MIAMI DADE County,Florida to-wit: Lat 12 and 13,in Block 82 of MIAMI SHORES SECTION NO.3,According to the Plat thereoA as Recorded in Plat Book 10,at Page 37,of the Public Records of MIAMI-RADE County Florida. 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,cidw in law or equity,for the us%benefit and profit of the said grantee forever. The undersigned acknowledge that no tide 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 grantor's hand and seal the day and year first above written. Signed, lel and delivered m our presence: 14 0__;9 — k 4&& Signature Mice Robine (seal) Print : S aG.�Nr✓C+r i Nav:{�! ►Atirf IAg Signature �-v- Ga (9001) Print Name: l t%retn, Print Name: STATE OF Florida COUNTY OF Miami Dade The foregoing instrument was acknowledged before me this 19t'day of December,2011,Patrice Robinet and Elsa Gagnon, who is [personally known to me or who [ ] produced the following as identification: ,\0��rruruuuar,��' [Notery Seall��\�1i .,:'rI •�. Ncefif Pd6lfc r ++ = Printed Name:tjQlftY My Commission Expires: 6[A Book27963/Page4942 CFN#20120033907 Page 1 of 1 r. M IAM 1-DARE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION �► O REGULATORY AND ECONOMIC,RESOURCES B 11805 SW 26 Street,Room 208 DEPARTMENT R � ) BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w_ ww.mia_midade.aov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No, W11-05, titled "S-500 Alum. Outswitng Casement Wdw. (L.M,I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., 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. *Geese MISSILE IMPACT RATING:Large and Small Missile Impact Resistant•-0 :e"'_ i.... LABELING: Each unit shall bear a permanent label with the manufactu?Ws.name or'1'a'o, city,•$Pafd; series, and following statement: "Miami-Dade County Product Control ApprQYg�r unlell otl erwise.-aated- herein. .... .. ..... RENEWAL of this NOA shall be considered after a renewal application has filed pd�dVe has 4;or� no change in the applicable building code negatively affecting the performancb'ofthis prodfldt.' "'•;' TERMINATION of this NOA will occur after the expiration date or if there hat teen aievision or 41pa , 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 automatica$y�terasinat.gill gOA.1:` uer*&* to comply with any section of this NOA shall be cause for termination and removal of NOA.• • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any-portion of the NOA.is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages &1 and E 2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E, NOA No.15-0406.10 guars Econ Expiration Date: May 19,2021 Approval bate: July 02,2015 Page 1 Eco Window Systems.LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED w A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. sheets I through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10,all signed and sealed by Candido F.Font,P.E. , (Submitted under NOA No. .11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with-FBC 5'h Edition (2014), prepared by Al-Farooq Corporation, dated 03!17/15 find 06/23/x3,••;• 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 Resou�c'es MER).••. . ••• • :60:6: E. MATE,RIAL CERTIFICATIONS • . . . . ...... 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray:AgiVica,*nc. for thrk••: "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring®ii 1/16' hfipafft�rez,P.E. Product ntr Examiner NOA No.15-0406.10 )Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151,issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No..1-1-0309.,06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. •• • eggs • • • • ••s•s• ••s• •gees• • 000 0000 go; a ••••s• 0000 • •• 0•s•• • • 000000 00 a • • • • • go s• •• • •••••• ss•s•• • • s • • • 0 • • • • •goes• • • • �2/W.14 0 a A Manuel P'ArNp.E. Product Contr Es finer NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 MecaWind Std v2 . 2 . 7 . ® per ASCE 7-id 201 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 10/22/2015 Project No. R0306 -- --- - _- � 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\dizops\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 = 7.00 ft Pitch of Roof = 3.333333 12 Slope of Roof(Theta) = 15.52 Deg h: Mean Roof Ht = 20.50 ft Type of Roof = GABLED RHt: Ridge Ht = 23.00 ft Eht: Eave Height = 18.00 ft • • OH: Roof Overhang at Eave= 1.00 ft Overhead Type = Overhang 0000•• Bldg Length Along Ridge = 65.00 ft Bldg Width Across Ridge= :36,,O0,ft 0 0••0:0 • Gust Factor Calculations •0• 0 • •0• 000• •0000• Gust Factor Category I Rigid Structures - Simplified Method • • • 696909 • 00.0.0 Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis •00• • 0• 0•:000 Zm: 0.6*Ht = 12.30 fit•00•• •• • 0000• lzm: Cc*(33/Zm)^0.167 = 0.18 • • • • • Lzm: 1*(Zm/33)^Epsilon = 574.56 fit! •• •• • ••0••• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 000000 • • • Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 0 • * • • 0000•• 0000•• Gust Factor Summary ••• • 0000•• Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 0• 00• 0 0 •• • Table 26.11-1 Internal Pressure coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) ar•` ,` 4 L./R. ��-•,1'-ICY �1 Roof not 1 - l l l 1 7 .1 �. + 4 `1 1 1 1 1 a l r 1 1 l 3 1 1 1 7 5' Cable Roof <®<=45 All pressures shown are based upon ASD Design, with a Load Factor of .6 •� , Width of Pressure Coefficient Zone "a" _ = 3.60 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCP psf psf ----------------------------------------------------------------------- MKS. 'B,B1,D,H' 2.00 5.00 10.0 4 1.00 1.10 51.32 55.67 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,G1' 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,D1' 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. & Clad. Table 6-3 Case 1 = 1.09 Qhcc:.00256*V^2*Khcc*Kht*Kd = 43.49 psf 0000•• • • • 0000•• •• • •••9 • 0000•• •••• •0900• 0000•• • • go 00 0000 • •• 9•:•r• ••9••• •• • 0000• • • • • • 00000 • • • • 0000•• 96 *00 • • v cl M IAMI•DADE MIAMI—DADS COUNTY EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct 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 550"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6,dated 02/28/11,with revision D dated 06/23/15,prepared.by Ad FarWC"b1AoratiQ%.... signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Prodtol,Witrol Rovision stamp • with. the Notice of Acceptance number and expiration date by the Miami-Dade gmmty Pred" Contmi•••• Section. 00090 0 0 :0000i:a 0000 .. •. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant -6.6:- -6 6- :6 0 6 LABELING: Each unit shall bear a permanent label with the manufacturer's app,or loom,,6vily+, state,:-- series, and following statement: "Miami-Dade County Product Control Approved",'unless othdroise notlh--;- herein. :06.0- 6 . . . 6 6906.6 RENEWAL of this NOA shall be considered after a renewal application has been filed and:MeM has beon no change in the applicable building code negatively affecting the performance of this product.- •.. :0000: TERMINATION of this NOA will occur after the expiration date or if there has been a revisldn of change in the materials, use, and/or manufacture of the product or process.Misuse of this.NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.13-0206.08 and consists of this page 1 and evidence pages E-1 and Er2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0406.11 PHAWDADP COUIM Expira tion Date: May 05,2021 Approval Date: July 02,2015 Page 1. i Eco Window Systems,LLC. NOTICE OF ACCTTTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", shccts 1 through 6 of 6,dated 02/28/11,with revision D dated 06/23/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS I. 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 marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering.and Testing,Inc.,Test Report No. I HETI-10-3145,dated 12/29/10, signed and sealed by Candida F.Font,P.E. (Submitted under NOA No. I1-0309.07) 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 marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Repg .T;7.o. HETI-10 3146,HETI-10-3147 and RETI-10-3149,all dated:l242!10,slurred and sealed b Candido F.Font P.E. 0 0 0 y (Submitted under NOA No. 11-0309.07) ...:.. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading-pepFBC'fAS•202-94: along with marked--up, drawings and installation diagram•bf an alt niftm fiV4••. window,prepared by Hurricane Engineering and Testing,Inj.*,M Rep®;tgo. ;;;:; HETI-10-3148,dated 12/29/10,signed and sealed by Candidp.F.Fpnt,P.E.. (Submitted under NOA No. 11-0309.07) 0 : . . . ...... C. CALCULATIONS ��: 1. Anchor verification calculations and structural analysis, complying with FBC 5« Edition (2014), prepared by AI-Farooq Corpoiation, dated 03/27/15 and 06/23/15, signed and sealed by Javad Ahmad,P.B. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manue a ex,P.E. Product Conti 1 xaminer NOA No.15-0406.11 Expiration Date: May 05,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FSC-51h Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.HETI-10-3145,HETI-10-3146' HETI-10-3147,HETI-10-3148 and HETI-103149,all issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10, signed and sealed by Candido F.Font, P.E. (Submitted under NOA No. 11-0309.67) G. OTHERS 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC for their Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I., approved on 05/02/13 and expiring on 05/05/16. .008.6 6 660666 .. . 6666 6 6 0000.. 0000 666666 606666 0 . 0 0000.. .868 00 . 0 0 0000 6 66 6 66666 666666 66 6 0000. . 0000 00 6 00 0000.. 0 888006 0 . . . . . . 0000.. 666666 6 6 . . 0000.. .. . 6 886 Ma Vel re P.E. Product Contro miner NOA No.15-0406.11 Expiration Date: May 05,2021 Approval Date: July 02,2015 E-2 M1AW ADE A90-DACE COUrrrx,FLORWA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER} 1180 SW 26 Street,Room208 BOARD AND CODE ADWIINISTRATION DIVISION T(786)315-2590 F(786)315-2$99% NOTICE OF ACCEPTANCE (NOA) wwWmiamidade gov/eeonom� Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AID). 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 AHS(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 AEU 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. r--� DESCRIPTION: Series"ECO-Guard Clipped"Aluminum Tube Mullion-L.MJ.. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled"Aluminum Tube Mullion",-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepaid ty A�Farooq Corporation, signed and seated by Javad Ahmad, P. E., bearing the Miamt Dade,County]product Cwtrd Section Approval stamp with the Notice of Acceptance number and al Appr8vSate be to Mami Da e County Product Control Section. •••••• • MISSILE IMPACT RATING Large and Small Missile Impact Resistant+..0 ;. :0000: LABELING: Each unit shall bear a permanent label with the manufacturer's name br 1Yigo, city,, , series, and following statement: "Miami••-Dade County Product Control Ali j;FSd",unWs,.0's.o4 .ee%*herwiW1l8tbd herein. ...... 0 RENEWAL of this NOA shall be considered after a renewal application leas gean filed and.there has ift no change in the applicable building code negatively affecting the performake cTihis pfoduet. FERMI NATIOIri of this NOA will occur after the expiration date or if there has been tmgion 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 temoval ofNOA. ADVERTISE,HENT: The NOA number preceded by the words Miami---Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages R--1 and E-2,as tivell as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E, - NOA No.14-0529.16 / MtaiHw r�rtir �; s�� Expiration Date: October 23,2019 Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVJDI NCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202---94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, 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. 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 marked—up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-21660, both dated 01/15/09, signed and sealed by Candido F. Font,P. E. :096:6 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202. 4 .'. 0000:0 2) Uniform Static Air Pressure Test,Loadirtg ppl;�BC,4A5 202--94 3) Water Resistance Test,per FBC,TAS 201.24. 4) Forced Entry Test,per FBC 2411.3.2.1,3A4443 249--94 :0000: along with marked—up drawings and installation diagram'8f'a clipped'-Iumimsp• mullion single hung window,prepared by Hurricane Engine.-e�gg k Testing'Inc.,`�,6Sr• Report No. BETI--08 2I66A, dated 01/15/09, signed and waded by Candj o F. Fonl;:' P.E. 0060.9 0000.. C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis, complying witt AC 2010 and FBC 5"' Edition (2014), prepared by AI Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). .E. MATERIAL CERTIFICATIONS 1. None, Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FISC 5"' Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco Window Systems,LLC as a limited Iiability company, active and organized tinder the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HE,TI-08 2192A, HETI-08 2192B, HETI-08 2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control., dated 06/04108, signed by Manuel Perez,P.E. G. OTHERS 1. None. .00 • • • .... .. . . ...... .... . .. ..... . . . . . ..... .. .. .. . ...... ...... . ...... •• • " Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date. October 23,2019 Approval Date: October 23,2011 E-2 MIAMI-DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Rooni 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) v►nvw.Lniamidade.gov/vera/ - ECO Windows Systems,LLC 7955 NW 771h Ave Miami,FL 33166 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date staffed below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. :...:. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. • APPROVAL DOCUMENT: Drawing No.W12-08,titled"Series 600 Alum OutsVNj?KAtrance*088r(L."17111• sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last*e';ed on Jtln'8, 2012;.... signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product CblQOAppriv2tLit nip WDIII• the Notice of Acceptance number and approval date by the Miami-Dade County Pro uQtXontrol Swtjon. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •• •• •• ...... ...... Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or.Doujle DogrDArating'W"I'A sidelites(w/wo Reinforcement) in sheet 3. The max door leaf width shall not to dkaetd:37". . ... :0000: 2. Laminated glass types Gland G2 are limited to .090"DuPont's PVB and glass type G3 is lirMO to Insulated laminated glass w/.090"Solutia interlayer. LABELING: Each tout shall bear a permanent label with the manufacturer's name or logo,city,,,state and series and following statement: "Miami-Dade County Product Contrpl Approved",noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. / NOA No 12-0402.03 MIAMI-DADS COUNTY Expiration Date:July 19,2017 Approval Date: July 19,2012 Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets l through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358, HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16-26/12,all signed and sealed by Rafael E. Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing, Inc., signed aid sealed by Wa7el E. •••••• Droz-Seda,P. E. •• •••••• • ...... .... ...... C. CALCULATIONS ••• •• 1. Anchor verification calculations and structural analysis,comp}ju with jN-�O 10, ••••• prepared by Al Farooq Corporation, dated 03/30/12 and last re.%Wd.on J=2$,201 .s e e signed and sealed by Javad Ahmad,P.E. assess 00 s• 2. Glazing complies w/ASTME-1300-02&-04. :so:*: •• D. QUALITY ASSURANCE :•••'• 1. Miami Dade Department of Permitting,Environment,and Regt'il'atoly Aflffirls TFERA�. of E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours&Co.,Inc.for -their"Butaeite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Fest proposal, dated 10/14/11 and 02-21-12 approved b PERA. 4 Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E- 1 a M IAM I•:DA D� h1IAM1-DADS COUNTY 6 PRODUCT CONTROL SECTION DEPARTNENT OF REGULATORY AND ECON014ITC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE AD6VIRMTRATION DIVISION T(786)315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE (NQA) wiMmiamidade.aoyleeonomv Trulite Glass&Aluminum Solutions,LLC 800 FairwayDrive, Suite 200 Deerfield Beach,FL 33441 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 tin 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 lvfiami 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"3100 Resistor"Aluminum Storefront/Window Wall System—L.l�ffr�• . . 0000.. APPROVAL DOCUMENT:Drawing No.AD11-21,titled"Resistor 3100 Storeftbnt'4Va11-PM0,sheets 1 through 13 of 13,dated 09/22/11,with revision#1 dated 11120115,prepared by MCYEngine&Mg,Inc., ••••:• signed and scaled by Yiping Wang,P.B.,bearing the Miami-Dade County Produat.Mlfrol Revisidn stamp;•.•• with the Notice of Acceptance number and expiration date by the Miami-Dade Cogt�jy,Aroduot b 00 orhol 0.- Section. 000000 .. . 00:00• MISSILE IMPACT RATING:Large and Smgll Missile Impact Resistant •••'•� •••0.6 0 0 0 0.. 0000.. • LABELING; Each unit shall bear a permanent label with the manufacturer`$ natnf* Or 1ogo,0oity, state, '. ,0000. modellseries, and following statement: "Miami-Dade County Product Control Approved", ujdes'sethenriso noted herein. •• • • ... ""•• RENEWAL of this NOA shall be considered after a renewal application has been filed and titerehas 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 dr process.Misuse of this NOA as an endorsement of any product,.for sales, advertising or any other purposes shall automatically ieiminate th&NtS�.: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, aiid followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shkill be done in its entirety. ]INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises and renews NOA#11-1117.02 and consists of this page 1 and evidence pages-E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E1 NOA No.15-0122.02 MiA t pApE COON ]Expiration Date: March 31,2020 Approval Date: February 26,2015 °�' � � Page 1 i Trulite Glass &Aluminum Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No AD11-21,Sheets 1 through 13 of 13,titled"Resistor 3100 Storefront Wall-LMI",dated 09/22/11,with revision#1 dated 11/20/15,prepared by MCY Engineering,Inc.,signed and sealed by Yiping Wang,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 2)Large Missile Impact Test per FBC,TAS 20194 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5884,dated 05/28/09,signed and sealed by Michael R Wenzel,P.E. (Submitted/order NOA No.09-1022.41) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FSC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminuri.Vimiow wall system,prepared by Fenestration Testing Laboratory,Inc.,Test deport Na.. .• FTL-51.40,dated 01/20/07,signed and sealed by Michael R.'Wlftel,P11".0 ...... (SubmUted under NOA No.08-1024.04) • .. . ...... 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202—�....• ;•• 2)Uniform Static Air Pressure Test,Loadingptr j'BC,TAS.202-9.4.:..• 3)Water Resistance Test,per FBC,TAS 201-94 •• •••••. 4)Large Missile Impact Test per FBC,TAJ YdQ94 •, 5)Cyclic Wind Pressure Loading per FBC,.TAS 2034•••• along with marked-up drawings and installation diagram of m alc mimnn window jW- system,prepared by Fenestration Testing Laboratory,Inc.,Test Report Alv FT1-3942,dated 02/03/04,signed and sealed by Edmundo Largaespada,P.E. (Subinitted under NOA No. 05-0906.04) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum window,wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3634,dated 04/24/03,signed and sealed by Joseph Chan,P.E. • (Submitted under NOA No. 04-1213.01) Manuel.19 .C: Product Controlxami er NOA No.1 2.02 Expiration Date: March 31,2020 Approval Date: February 26,2015 E-1 i Trulite Glass &Aluminum Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated January 20,2015,prepared by MCY Engineering,Inc., signed and sealed by Yiping Wang,F.E. 1. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08125111,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 03/21/16. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14, expiring on 04/14/18. • • 0000.. .'. • 696966 • •0000• •� F. STATEMENTS •••••• •••• 0000.. 1. Statement letter of conformance,complying with F13C-5th EMAV(2014),dated • 0000.. January 20,2015,issued by MCY Engineering,Inc.,signed Q:jxied by Kiting •••• • Wang, 66.P.E. 096 : •69 • 99666 2. Statement letter of no financial interest,dated January 20,20P9,rissued by 9 CY Engineering,Inc.,signed and sealed by Yiping Wang,P.E. :•':': • 0000.. 969996 G. OTHERS .. ;••••• 1. Notice of Acceptance No. 11-1117.02, issued to Arch Aluminum&Glass-6ofhpany, • Inc.for their Series"3100 Resistor"Aluminum Storefront/Window Wall System— L.M.L,approved on 02/09/12 and expiring on 03/31/15. f Man el Pere .E. Product Control Eta ner NOA No.1 - 2.02 Expiration Date: March 31,2020 Apprwal Date: February 26,2015 E-2 ic 7'_i� Y z373/ US 15 -2- 373/4 4 243/4 OCT 2 8 2015 243/4 MASONRY OPEN'S M.0. M.0. — ---__� 0 3/8 37 3/8 3/8 24 3/8 3/8 24 3/8 WINDOW WIDTH WINDOW W. WINDOW W. P7 to m G 117 P7 W W N Eyl J tq X w = m W IQ E9 \\ 1 r ❑ Z I 3 / 4 Z / Z \ cq � It CY q 17 t7 19vi 14a w // 11a w / 11a w \ � 3 ❑ 4 R7 ❑ d• I M ❑ d I 3 4 m ❑ = 4 3 • J T to 3 't >- `° I } 3 ZZ � If) � Z0 Boz 0 \� z 0 / 00 �❑ ❑ Z \\ O Z \ ❑ Z / :s• O �•QY 14 . 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SERIES °6110° ALUMINUM -� f Q O - W IMPACT OUTSWING DOOR IN CLEAR ANODIZED ALUM. d - (- FINISH WITH 5/1611 GRAY LAMINATED IMPACT GLASS r - — -- - --- --_-._. ---._ ...._ _e. ---= _ z. - _ _ - II N.u.A. 1 2=040G.LJ 3 II -.m EDWARD A. DRAWN BY: LANDERS, P.E. E.R. CONSULTING ENGINEERS 7850 N.W. 145 STREET DATE SUITE 509 iD-1 fi-15 MIAMI LAKES FL 33016 P.E.0038398 TEL: (305) 823-3938 SHEET NUMBER FAX: (305) 823-9355 CC-7 OF 17 CAULKING 2 11Z (TIP.) EDGE DIST. 1 /4 11 TAPCON SCREWS W/ 1 1 /4 1] EMBED. INTO CONC. AT 711 FROM CORNERS AND BALANCE AT 12 11 O.C. (ANCHORING AS PER N.O.A.) m m ° Q ❑ a ° A. m Cw G Ql W � N Ul N 0 03 1 /4 SHIMMING (TYP.) J rn X L7Eyl = W I [ll ♦ -) ❑ rQ N U � � IJ / ❑ It 1 CZL Z I • Z to Z = I ...... .. ❑ L w Ur i • W❑ I .... • _ ; ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 50011 ALUM. •••••• ••• •'•• OUTSWING IMPACT CASEMENT WINDOW IN CLEAR ANODIZED •••••• •• •••• ALUM. FINISH WITH 5/16" GRAY LAMINATED IMPACT GLASS •••••• • I N.O.A. 15-0406.10 • • • •••• • Z ❑ • ❑ • I •• I U] Z r w m w m LL r^- 1-- C It Z .• 0) tI , •F „`.,°�°(fir `yrT�^� ry m ❑ Ll (n Lo � In V3 0 W \I I c TAPCON SCREWS oanwN ev: E.R. )) W/ 1 1 /411 EMBED. LANDERS, P.E.CONSULTING ENGINEERS 1 /4 SECTIDN VIEW INTO CONC. AT 711 FROM CORNERS 7950 N.W.ITE SUITE 509 DATE MIAMI LAKES FL 33076 7D-16-75 AND BALANCE AT 12 it O.C. P.E.#039399 TEL: (305) 823-3938 (ANCHORING AS PER N.O.A.) FAX: (305) B23-9355 9MEET NUMBER C G-8 ❑F 17 9 d 1 /4 11 TAPCON SCREWS W/ 1 1 /4 11 EMBED. INTO CONC. AT 711 FROM CORNERS AND BALANCE AT 10 1 /211 O.C. (ANCHORING AS PER N.O.A.) O _ IY N � m SHIMMING (TYP.) N wILI ul QIP- dN' � � .I U] I r x J = l'J IQ w I- > Q D •• . .o 3 4 • a• . '. E9 � m a ° O p . :1ZLL t0 V- 'V �••• Z to ------------------- ----------------- -- • • • 10cl q • U t0 •.. Ll N ;p a ♦ 0: •••••• �•• • w v v ••�••� •••• ••••• I •• •• •• Cl ••••••• • • • O •••••• w • • • U •••• • • • • •• • • • • • • •• m VI 3/811 WINDOW WIDTH 3/811 wm wm En LL 0) I- w rn MASONRY OPENING FB to •.�.�\v � •••`� LWL w l - v EJ SECTION VIEW ' — o ,,� �� wIn � m I" in Q J r • �b'WXk I�C5 �° DRAWN eY: ECO WINDOW SYSTEMS, LLC. SERIES °ECO-GUARD 500" ALUM. LAN.DERS P E. E.R. OUTSWING IMPACT CASEMENT WINDOW IN CLEAR ANODIZED CONSULTINS ENGINEERS ALUM. FINISH WITH 5/16" GRAY LAMINATED IMPACT GLASS 7850 N.W. 146 STREET DATE: SUITE 509 1p•16-15 N.O.A. 15-0406.10 MIAMI LAKES FL 33016 P.E.#038398 TEL: (305) 523-3935 BMEET NUMBER FAX: (305) 523-9355 CG_9 OF 17 OF CAULKING (TYP.) 2 1 /2" EDGE DIST. 1 /4 TAPCON SCREWS W/ 1 1 /4 EMBED. INTO CONC. AT 6'I FROM CORNERS AND BALANCE AT 10 1 /2" 0.C. a a (ANCHORING AS PER N.O.A.) m\ A :A 9 LL v v ® a• O • :v e I � N N d' N � U) W W t0 + + rJ 1 /4" SHIMMING (TYP.) Q F- It m J N r X C7 = [13 < W I- n7 LL 0 — <0 IV Ir vi !: I: O d Z I! I! ] Z L _ f li li • • :••• Z •.•� Z �I �I •••• i •••• 01-m Ll • W '^ jl II •••••• •o• ❑ 1�•eit ED it II IL •••i•• • U •�• II II egos V. • ❑ j: j: jl jl n •sgsos •• u gess• ` ECO WINDOW SYSTEMS, LLC. SERIES ECO-GUARD 550 • • •• • ALUMINUM FIXED IMPACT WINDOW IN CLEAR ANODIZED of e• •• ••sg• LL o ALUM. FINISH WITH 7/16" GRAY LAMINATED IMPACT GLASS 000000 • Z ❑ II II N.O.A. 15-0406.11 •seg II II •os o ies•• ❑ ❑ II II •• • o• • • rrnn j� j� •• UJ Z Q _ II II 3 II 11 � Ij Ii WM W m 6 F- Ni w + Z63 0 T LL �L. w Irn in ❑ a _ w In 19 a a v a a a a Q ❑ Q w ai IYJI 1 /4° TAPCON SCREWS W/ 1 -1 /4 EMBED. EDWARD A. DRAWN BY: INTO CONC. AT 6" FROM CORNERS LANDERS, P.E. E-R. AND BALANCE AT 1 ❑ 1 /2 11 /2" O.C. CONSULTING ENGINEERS SECTION VIEW 7850 N.W. 1 SE STREET DATE (ANCHORING AS PER N.O.A.) SUITE FL PD-,6.15 MIAMI LAKES Ft.33016 P.E.#038396 TEL: (305) 823-3938 ED FAX: (305) B23-9355 1 /411 TAPCON SCREWS W/ 1 1 /411 EMBED. INTO CONC. AT 611 FROM CORNERS AND BALANCE AT 10 1 /211 0.C. (ANCHORING AS PER N.O.A.) ❑ 1 /411 SHIMMING (TYP.) � m v U W N m C (Ar7 Q da a 7 7 d wI- < '. '- Q ❑ N C m ° ZLL Z _ Ln 0000. a...dj . . U m � a ' ____ _________ -____-___- v 0000 •• • • • 0.00•• 00.0 p.m•: •I W 0000• r W •• •• 0000 00 0 N L7 a•. v • • • • 0 0000 s •• • • W O' Q D 'Q 0000 00.00 0000• •• •• s• • •.••0• •00.40• • • • . • • 000000 0000• • • •• . • • • 0000•• 00 • 0 •• • 0 0. 3/S II WINDOW WIDTH 3/811 Go rl L r rwro w MASONRY OPENING ly www Z cn = rn y>.. LANUE�� ,.Y m � W a% SECTION VIEW =e `G��V � . " � ° o 5'6v Wwz0, UZU76 s L ._ _ 0 � In m j.' QpQ ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 550° rL r H ALUMINUM FIXED IMPACT WINDOW IN CLEAR ANODIZED -_ __— :.-__... -—_-__ �a _ - I ALUM. FINISH WITH 7/1 6° GRAY LAMINATED IMFPACT GLASS I EDV1/A'R'D A. N.D.A. 15-0406.11 DRAE RN 8Y: LANDERS, P.E. CONSULTING ENGINEERS 7850 N.W. 146 STREET DATE SUITE 509 10-16-75 MIAMI LAKES FL 33016 P.E.#039395 TEL: (305) 623-3938 LEOF ER FAX: (305) 523-9355 CG- 11 111 X 411 ALUMINUM MULLION # 12 SELF DRILLING SCREWS @ 711 FROM CORNERS AND BALANCE AT 10 1 /211 O.C. B # 12 SELF DRILLING SCREWS (ANCHORING AS PER N.O.A.) @ 611 FROM CORNERS AND BALANCE AT 1 O 1 /211 O.C. (ANCHORING AS PER N.O.A.) o _ ------------------------------ � N C] F tD N w N In N o . _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. ` ----- --- ------- --- ---- JEn 7p If7 LL J W M W w H aQQ - pQ 0 - 0 N 0 J O-1 - V OOC7 U1NI7 Ln Q F- tf) N C7 tY P7 p � 00v i- 3 cv QWa- QZa WINDOW WIDTH WINDOW WIDTH ZzL- N I_ < 2 r►- C7v C9 � wI :.. . � O � w 0ww aN •.� Z w a Ll o z w ° z F SECTION VIEW 661;9. cl � W p w Z w 6666.. � :36666 .. ii BOJ - :3 J • • • • w 3 w w D a 6.66 ••�•• N E Q N p N Q Q p 6666•• •• 6666• Z • • • U zU M U " N 111 X 411 ALUMINUM MULLION 66�61� •� •��•• t7 j3E9 JX _ J X= J I.-- J_ p #1 2 SELF DRILLING SCREWS • • • U 0 • • • 6666• N - N @ 711 FROM CORNERS AND • • :00 • Q N a I p Q BALANCE AT 1 O 1 /211 O.C. g # 1 2 SELF DRILLING SCREWS �'•� ' ' 4 : 4 '66.6 U ••• F-- F- I ❑ H I Fw- a Er � (ANCHORING AS PER N.O.A.) @ 6° FROM CORNERS AND co >- a 3In IL 0 >- w 3 ml >- -, w m BALANCE AT 10 1/2° O.C. C)1 3 N O �` II It A ❑ 3 p g 0 (ANCHORING AS PER N.O.A.) W of owz � ❑ � Zin oQ w �1 zZL LL Z7o ►- � -i � N � a 01- 70 0770 00 ? p z IN rn woaz waaz wWIz . .... 1.?L cp Fa0W wz IA U o Lb- 4 - ix In I*1 t " Q 1n Q J � EL rLC � EDWARD A. DRAWN BY: WINDOW WIDTH WINDOW WIDTH LANDERS, P.E. E.R. CONSULTING ENGINEERS 7850 N.W. 146 STREET DATE SUITE 509 iD-16-15 MIAMI LAKES FL 33016 P.E.#036398 SECTIONVIEW TEL: (305) B23-3938 SHEET NUMBER FAx: (305) B23-9355 013- 1 2.+ 11 OF 17 n �`94 1 /2 v CAULKING (TYP.) 2 1 /2 1 /4" TAPCONS WITH 1 5/B" EDGE DIST. EMBED. INTO CONC. AT _ 411 & 711 FROM CORNERS 2 1 /B11 & 5 1 /611 ON EACH dN '�•:� "'s•IV "� . � AND BALANCE AT 2411 O.C. � m +•' •°! •p° � >• :�. • tom •"; :D!� ' ' ; bb:, (ANCHORING AS PER N.O.A.) I- (ko a !' •' ,° ' In QILIN � 1 /4" SHIMMING W LL > r < o ❑ ExIt- q U [ym H3 _j 03 3ZLL 19 Z z - Lo 2 Z ••- U � .. .. .. W ...... .. O t0n 7A - CL .... .. .... . ..... ...... .. ..... QI W TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. • • • • SERIES "31 00 RESISTOR" ALUMINUM IMPACT •• •• •• ••••• Z •••••• • STOREFRONT IN CLEAR ANODIZED ALUMINUM FRAME • • • • Q QFINISH WITH GRAY 9/1 6" LAMINATED IMPACT GLASS • • • ••••• N N.O.A. 15-0122.02 • • • - •• • • • Q I, •• li m [7 L r rW M W M I- � LL W N 1 •r` ID kop Jd ul U Z 0 "�. is ..�''� In [*] CAULKING (TYP.) 1 /4 TAPCONS WITH 1 5/811Q^ O w EMBED. INTO CONC. AT SLr" l / UN V /LLW 4 &'7"FROM CORNERS - E DWAR D A. DRAWN BY: 2 1 /B & 5 1 /B" ON EACH LANDERS, P.E. E.R. AND BALANCE AT 2411 O.C. CONSULTING ENGINEERS DATE (ANCHORING AS PER N.O.A.) 7850N.W. 1465TREET S LUTE 509 1D•16.15 MIAMI LAKES FL 331116 P.E.#038399 TEL: (305) 023-3938 LeT NUMBER FAX: (305) 823-9355 - 1 3 F 17 0 � N SHIMMING SHIMMING � U) wW In t0 Ell LL ny ,r f '.1� ❑N a 1.V .R p. Nter} LL In 13 9°.•os n�..vP ••• 1 10 U � �•! 1. ., .•. • ❑ t0a m � ° • 6666•• •• CAULKING (TYP.) 6.6;6• 60.00• •• 6666 • • • 211 D . L. D . 2" .. .. .. .... .6.66• •••. •0• 1 /4 FRAME WIDTH -1 /4 •• m r� L r rw � W m MASONRY OPENING <<� w � LLsF zl � � ° to SECTION VIEW W . Lo <, U Z v - ,, •s. TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. / SERIES °31 00 RESISTOR" ALUMINUM IMPACT ^/ - "`"' +` e Q o STOREFRONT IN CLEAR ANODIZED ALUMINUM FRAME 6 E' FINISH WITH GRAY 9/16" LAMINATED IMPACT GLASS IIIV.O—A. 7 5=0 7 22.02 II LANDERS, P.E. DRAWN BY: E.R. CONSULTING ENGINEERS 7850 N.W. 146 STREET SUITE 509 DATE MIAMI LAKES FL 33016 10-16-19 P.E.#o:RS390 TEL: (305)B23-3938 FAX: (305)823-9355 EEO : 4° 2 1 /2'1 CAULKING (TYP.) EDGE DIST. 1 /411 TAPCON SCREWS WITH a a 1 1 /4" EMBED. INTO CONC. @ 5° FROM CORNERS AND _ A CLUSTER OF 4 ANCHORS AT �_ N d ° MEETING STILE AT 311 O.C. AND BALANCE AT 12" ❑.C. W rco (ANCHORING TO BE AS PER N.O.A.) O N U} � N m C70 - X E7 Q 1 3 1 /411 SHIMMING w Frg 1L Vd dN F- � o I I 3Z (, w LL Z Ut �- 00 m Z - ..,,.. ••• [] We 0 V W ...,.. • W • .... • • • 6666 • a = ECO WINDOW SYSTEMS, LLC. SERIES "600" ALUMINUM • • • • • 86.00 ❑ IMPACT ❑UTSWING DOOR IN CLEAR ANODIZED ALUM. 60.06 •• 6 • 0000• w FINISH WITH 5/16" GRAY LAMINATED IMPACT GLASS •0 .00 00001 •00000 • N.O.A. 12-0402.03 •060.0 • • • • • •060•• • , • • Z 000 •06.6• r❑ LL 0• co Q ❑ W CO ❑ W lTJ I I � „rad,- LL Ion =�jS ZIU] a, �eG�N S E m kD Wcp v l O WWI m Ej J 'Cr M to 0a w a a a TAPCON SCREWS WITH ^ �. ° 1 1 /411 EMBED. INTO CONC. (x 1 /4 ttl F- a- 5�F RCI-M-C 17 R N EIS 5 A l T EDWARD A. cfD a' A CLUSTER OF 4 ANCHORS AT LANDERS, P.E. MEETING STILE AT 311 ❑.C. AND CONSULTING ENGINEERS DATE S E C Tl Q N 7950 N.W. 5 STREET BALANCE AT 1 211 O.C. SUITE 509 10-16-'s MIAMI LAKES FL 33°16 (ANCHORING TO BE AS PER N.O.A.) P.E.#039399 TEL: (305) 823-3935 SHEET Nl1MBER FAX: (305) 823-9355 C G- 1 5 OF 17 .1 /4 11 TAPCON SCREWS WITH 1 1 /4 11 EMBED. INTO CONC. AT 611 FROM CORNERS AND BALANCE AT 12 It O.C. ❑ (ANCHORING TO BE AS PER N.O.A.) It IN ILI N w � Q � q J UJ r X ❑ C�] Q ° • ° � 1 S 1 6 � > � it49 0 0 v a I- 3 _ m CZE tD Z N • • ❑ ❑ •• 0.00 r .% ❑, �tf) LLI W CV 1.1 000000 '4600 0." J 1- E9a ' d v p •r4••6 • r Q — .� •� ® D. 0000 •• • w0 • •6466• •• • ••6•• D v •• •• •• • 0000•• • • • • • •4664• SHIMMING (TYP.1.46 : •• 6646: CAULKING (TYP.) 00 m 1 /4 DOOR FRAME WIDTH 1 /4 wm wM wwL` MASONRY OPENING ; E..�� Z = � �, >- a, r � n� 0 � ❑ SECTION W w z h w • cn Uz _ 0 p — N 37 m I ECO WINDOW SYSTEMS, LLC. SERIES II 600I ALUMINUM 7,J_ •5.,.'�!� a ❑ F IMPACT OUTSWING DOOR IN CLEAR ANODIZED ALUM. FINISH WITH 5/1 6°_ GRAY LAMINATED IMPACT GLASS �iN.O.A. 12-0402.03 I�12-0402.03 I3 EDWARD A. LANDERS, P.E. DRAWN ev: E.R. CONSULTING ENGINEERS 7850 N.W. 1 46 STREET DATE SUITE 509 10.76.15 MIAMI LAKES FL 331316 P.E.#038398 TEL: (3051 823-3938 LEEETNER FAX: (305) 823-9355 67 q 1 /4 It TAPCON SCREWS WITH 1 1 /411 EMBED. INTO CONC. AT 611 FROM CORNERS AND BALANCE AT 12 11 O.C. (ANCHORING TO BE AS PER N.O.A.) 0 w � N 1 /4 SHIMMING (TYP.) w W th 13 _j a] X m LL 0 17 18 WI.- ° ° > Q o 3 CZLL Z _ 111 • 0 0 1 m • • w •�•• ••• •••••• 44 00000 .... Cfl Loa N w Q D Q ....... I col 60647 �•S•• ••i••• D . • • . • • r• •• •••••• 0 0 :0062111 so 60:6 • •• • • • 009. • • • • • CAULKING (TYP.) •••• m m r 1 /4 _ DOOR FRAME WIDTH 1 /4 w m w J H LL - w _ MASONRY OPENING Z ol ua NCI 33 wwNLh 0, SECTIONLU _ Q o W ;Il_WIND_OW__:SYSTEM_S-,..LLC._SERIE5_"6110°ALUMINUM f C IMPACT OUTSWING DOOR IN CLEAR ANODIZED ALUM. ED ARD-A. DRAWN BY: FINISH WITH 5/16" GRAY LAMINATED IMPACT GLASS LANDERS, P.E. E.R.. N.O.A. 12-0402.03 CONSULTING ENGINEERS 7950 N.W. 1 46 STREET DATE SUITE 509 1❑-t 6-1 5 MIAMI LAKES FL 33016 P.E.#035395 TEL: (305) 823-3938 SHEET NUMBER FAX: (305) 823-9355 OF 17 G(1� K_ - 23-q,,__- 3 . 1 ECO-GUARD SERIES-500 WINDow WIDTH I OCT 9 ALUMINUM OUTSWING CASEMENT WINDOW F a 35 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 3/8' - 0 all WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING (SJ�ALSE gppp) D.L. OPG. m MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED m a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 2 i• v T14S PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 0 t HURRICANE ZONE (HVHZ). II `ey WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3 �� --_� -_= 3 ® h fl OL ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS //I j 0: a3 O N EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ti Q' `+'u. c ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE to- NOT PART OF THIS APPROVAL: 1 ` ____ ----- a A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. n g ca o W -1 ,yt all ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 1O o __�I_____ o -5 MATERIALS INCLUDING BUT NOT UMITEO TO STEEL/METAL SCREWS, THAT \ . . C3'0:0 •• o •••••• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \ • • ��. -I uwi • REQUIREMENTS OF THE FLORIDA BUILDING CODE \j i •••••• .w••• in 00000• ==a == • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 2 \ . . ► F• • • • :•••• SHUTTER ARE NOT REQUIRED. s ••••• V.U.6• •• ••• • • 8 POINT LOCK •• •• V)r- 12" -12 �••�•� • w • MAX. 7• MAX. LOCKING POINT$ ' 0 CP c*j ••••i• MAXIMUM DESIGN LOAD RATING + 7010 PSF HEAD HEAD/SILL SEE CHART0 0z (FOR SIZES SH(iVVi�1 OR SMALLER) - 75,0 PSF SINN CORNERS N . OF• •••• WOW. FIEIGHT KEEPERS • 0 TYPICAL ELEVATION . AT SASH g o M, 26° 2 41711 07 W 38 3/8. 3 N W �� 1/8" TEMP. GLASS 50-5 8" 4 83" 5 3/8" AIR SPACE • 76" t3 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREWD. GLASS 3/16" HEAT STREWD. GLASS 090" Int®rlayer 090" Inkerlayer 090" interlayer PRODUCT PJWLMD DuPont Butocite PVB DuPont ButaeRe PVB DuPont Butacite PVB 0scowlykawatttaFwMA c By 'Kuraray America, Inc.' ®y 'Kuroroy America, Inc.' By 'Kuraray America, Inc.' suafts 1De6 // �p ,�•� R t? 1/8" HEAT STREN'D. GLASS 1/8' HEAT STREN'D. CLASS 3/16" HEAT STREN'D. GLASS itsloNIIfltSt '/,�D�/,1„ m$ SILICONE gg. SILICONE SILICONE +NO DOW CORNING 899 F DOW CORNING 899 � � DOW CORNING 899lPrc M NO i GLASS CAPACITIES ON THIS SHEET ARE N . crPaw Cf N n m 9 9 m 9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) , AND FLORIDA BUILDING COMMISSION ` c DECLARATORY STATEMENT DCA05—DEC-219 20 20 20 Engr. JAVAD A-W-0 " CML n O O d FLA. PE 70592 cv i tr CAN. 538 0 $ 19 AT 1/a POINTS s 21 ALL SIZES m $ a SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' W1 1 _05 GLAZING OPTIONS J Y � `� 20f5 [Iteet 1 of 6 ' EDGE DIST. TYPICAL ANCHORS SEE ELEV. 1BY 0 G FOR 5PAC WOOD BUCK ,p METAL r --------------------------— ---- - --� 2 . a e EDGE STRUCTURE I I MIAMI-DADE COUNTY APPROVED i I EDGE m °4 a' $'• °�' 4' a DIST. 'I MULLION & MULLION ANCHORS 1 I DIST. n •O•'• - .•4 d . 4 a A• t e d ' ° t SEE SEPARATE NOA 1 N O a J DIST. it N0 a ` 8 .. �__`- -----_-- J M U baa 2 TYPICAL ANCHORS TYPICAL EE FORS 5 SEE ELEV. + FOR SPACING N FOR SPADING zz 1 1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING Ci 1 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. I 1 4" DIA, ULTRACON 6Y 'ELCO' Fuffiti7 KSI, f m � ••• Ln MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I ( y 155 KSI) �' J *so*:* AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 20Y WOOD BUCKS OR WOOD STRUCTURES •••• •a••• 00 • - CD 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAkiBS) •••••• �••• -- 000000 I En THRU 1 BY BUCKS INTO CONC. OR MASONRY *::::o W �. 0009 j 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) v� �• O ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) •••:••••• ,� ••••• cam. �n i C7 ••••• x x o a DIRECTLY INTO CONC. OR MASONRY •• •• ." ,� m •••• • o .4 fs7 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) :�•:•: ; O b ro10 -0 1`� •• z o ' a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ' •. _� " . W 000. I :6060: + 0 14 SMS OR F DRILLINGSCREWS (GRADE 2 CRS) • INTO METAL STRUCTURES , CU7 w 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) + 4912 SMS OR SELF DRtLMIG SCREWS (TIRADE 2 CRS) � + i 5 INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) v u 11 N f 13 rMAC.A.L EDGE DISI'__ANCE �' � P INTO CONCRETE AND MASONRY = 2-1/2" MIN. q 18Y INTO WOOD STRUCTURE = 1" MIN. WOOD BUCK INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. c 0 CONCRETE AT HEAQ, SILL OR JAMBS f'c a 3000 PSI MMI. ~a°, 1 C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS t'm = 2000 PSI MIN. x � �amoom 1 � 8 _ t °. 6 Engr. JAYAD AHMAD :s I 44 a d A. CML N o :v °. FLA. PE 70592 S C 538 e, v a 4 o.. `a r v° o PRODUCFREVISED ..p $ 1 TYPICAL ANCHORS 7 \ p I TPPICAI ANCHORS BuHd C4do with 1Ab 1FlaQido v d5 v v d SEE ELEV. ° SEE ELEV. -1 0 drawing n0. FOR SPACING FOR SPACINGA fj Frgl� • + k, EDGE 01ST. I EDGE DISI. �, xU15 W11 -0uy5 %AUW I1roduct C 1 sheet 2 of 6�] v 1/4- MAX. 1/4- MAX. 1 SKIMS //4" MAX. SHIM �,` ley J 4A 5 92 WOOD BUCK � !� 18 4 8 - 7 n a _ • v v IYP�AL ANCHORS 213Y WOOD cl a. TYPICAL ANCHORS SEE ELEV, ii4 V -.--------SCREEN ORT. ---------------- a. FOR S'P'ACING OD STR RE Qi SEE ELEV. �a FOR SPACING LL p 1 1/2 P w�Uj + , 1 1/4° wOi tawire rk! a � p 7 Q J z EXTERIOR r 1 S ' TYPICAL ANANCHORSQ W E METAL v FOR SPACING STRUCTURE D.L. OPG. N VENT WIDTH • • •i• N •••••• WINDOW WIDTH •••• i •:•• ar •• •••••• ••• •••••• *00000 • uS • • yrj • x 06:466• •• •• y.•�0— ••••.• •••••• > MWA-RADE COUNTY • • • 0 r M �N • SEEPROVED SEPARATE NOA MULLION • •• �_• L� W 9606: TYPICAL ANCHORS •• • o SEE ELEV. FOR SPACING r� 0-d 81 1 1 11 II II II La le `cYi 11 ti �m t i 1 L---J 0. u N r Y1 Y1 WINDOW WIDTH WINDOW WIDTH •N 6 0 � � O C< m U O 41 s_ Engr: JAVAIJ IWMAD n_ CIVIL N FIA. PE #70592 0 C N. 3538 PRODUCT RB'NIM as c8mp1y1ftv*1Budding eDdc ��r/�wy /Flowg -b n ACaptaao M a+ r °.�.V F imlionDete d i�� drawing no. f j 00 09 Ap Bs' ,1 2015W 11 --45 I Tial ado Pni ucl Can ral sheet 3 of 6 o EDGE DIST. w EDGE DIST. METAL r_____________ _ `—� o STRUCTURE f _ _ ------ , TYPICAL ANCHORS I I MIAMI—DARE COUNTY APPROVED I I 1 g: V. - aEE ELEV. FOR SPACING I IMULLION & MULLION ANCHORS aSEE SEPARATE NOA I1O 1 I I I1 0 � EDGE DIST. ! P ija Q a.o• O L N d El �../ I t 5 ,¢ y ALT. QR 8 '��pO TYPICAL ANCHORS J TYPICAL ANCHORS to SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING a U o •• . �.•• • • 1*00*0 000..0 • ,. ...•. •.••• x • c . Q 0000 c'�. LL 0000 • 00000• •• a, 0000• • • X • •• •• •.pp .a ark 0000• •00000 0•0i'ry •• 1/4° MAX • • g �$ °� • SHIMS ALT. • • • , ••••• 15 •• • • •fir • TYPICAL ANCHORS SEE ELEV. FOR SPACING . 4 �- any; t�fy D d � S � 4. WPIM ANCHOM 21 N SEF ELEV. FOR SPACING d C a PROD=REV0110 . ; asCroat}Yb*with dwFlaide sulidws code ''�►soepS6 MNO a° ` Tri ALT. 13y •°�' c o 0 m Pf Ct a i5 rn INSTALLATIQN DETAILS WITH FLUSH FRAME ADAPTE]E Engrs JAVAD as e _ — FM PE 70592 0 C.& 3536 1.2 drawing no. EDGE DIST. HY 1 a —05 ' �� sheet 4 of 6 2.750 rm PART 19 QUANT'PPY DESCRIPTION MATERIAL 3IANF./SUPPL.1£R/R3MARM 8 1 E501 4 FRAME HEAU/SILL/JAMB 6063-T6 o .500 2 E502 4 VENC' 6063-T6 � 1.330 3 FY108 AS REQD. GLAZING BEAD (5/16' LAM. CLASS) 6063-T6 - Z ti 3A E505 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - O a 062 38 FYI Oa AS REQD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - ��}yy� { 4 E508 AS REQD. SNUBBER - VENT, FULL LENGTH 6063-T6 - _ CL Q7$ 2.821 4A E549 _ AS REQD. SNU88ER - FRAME, FULL LENGTH 6083-T8 9 V 1.893 5 MG OPTIONAL SCREEN FRAME 6063-15 - - 7 x!10 X 1-1/4'- AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 AS REQD. BULB WEATHERSTRIPPING, DUROMETER 65 SANMPRENNIE ULTRAFAS ."t VV p eI'`i 9 E203 AS REQD. GLAZING BEAD SUM DUROMETER 65 SANTOPRENE ULTRAFAB IS 10 35.12.00.400 2/VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) 010 X 5/8SDS ® g O FRAME HEAD/SILL/JAMB 12 13096.92 6/ �i KEEPER MULTI POINT LOCK SYSTEM > S L TRUTH - () 4 t? 2.354 13 - 1/VENT ROTO OPERATOR T ZAMAK/STI, TRUTH 14 PSJ4o-SS 2/ CORNER FRAME/VENT CORNER KEY- ST_ STEEL 1.330 15 FYI 20 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL ' 2'688 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS A62 17 #10 X 1-1/4' 2/ SKATE FH SDS SKATE SCREWS �_ ----� 18 #8 X 3/4- AS REQD_ FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4' O.C. V a 2'094 .372 .500 769 19 - 2/ LITE SETING BOCK, 3/18" X 3/4- X 4- LONG EPDM DUROMETER 80&5 SHORE A J • ,062 2.813 20 FLO-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOW • • 3i •• ••••• .896 1. 2.611 21 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL •• • • "•• •• SEALANT: •••••• �•• "' ••••• 719 .590 15 FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH •••••• U) ••.•i SCHNEE-MOREHEAD SM5504 SEAM SEALER. •••••• ` >-U) >- " s+ • 1.882 1.750 co PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. .. •. .�w~i *:see OVENT . •••••••s •••O) r 1 My i�, •••••••.••i••493 Lacxs: Z ' .121 1'7� LOCK SYSTEM 13096.92 BY TRUTH0 519 AT FRAME JAMB r • i•• LLOCK OPERATOR #24.33.XX.004- AT 8-1/2" FROM SILL QAl�cl v • FASTENED TO JAMBS WITH (2) #10 X 5/8 SMS. i wm F ao3 ,045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES �+ 493 #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.047 t 4 CORNER KEY STAINLESS STEEL KEEPERS X31964.92 AT VENT a GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X;5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES 245 Owo �.130 HINGES: g 045 TB�O ��'�2O 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODUCftLOYM 9 Q —� LOCATED AT TOP AND BOTTOM CORNERS 0ao�nPlgB►81vu6Qte1 alift FASTENED WITH (2) 10 X 5/8•' P PH SELF DRILLING SCREWS [11131 1.256 8.. 4(vd 1 1V „ „ °oe / ti � 4 1.172 D / G 2 o•! •! OPERATOR; BY i GLAZING BEAD (iNSUL. LAM. GLASS) {� SNUBBER -- FRAME SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' 141 LOCATED AT SILL END I .394 FASTENED WITH (6) #10 X 1" P PH SMSJ.245 OPERATOR TRACK #30175 AT BOTTOM RAIL En-gr ZMAD AHMAD a c+ FASTENED WITH (2) #10 X 1" P PH SMSCmL FIXPE 1 70592 a + CAN. 3538 .803 ,� .780 �.12D ANTI-SAG SKATES: / Ll � .� � FVINYL ANTI-SAG SKATES BY 'M&M PLASTICS' I drowin no 1.047 (2) AT LOCK STILE AT 6--3/4" FROM TOP/BOTTOM RAILS ( 9 (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE W11 ®05 38 11 GLAZING BEAD (7/16" LAM. GLASS) O SNUBBER -- VENT EACH FASTENED WITH (2) X10 X 1-1/48 P FH SOS. JUN .� 2015 sheet 5 of fi V I w td O 14 �J. In— J ct Mi i I .. ..... in •. wz .• •. z .. r �, ..... C • • • • o M wy • •.., 'CO *0960 Www VENT CORNER FRAME0(; RNER A LA Lz lu Z Z Z � C¢ m0aus rgr 1A AD AHW e p o CML RA. K70592 PRODUCT REVISED C_,Llq. 38 as comglytngWkkdw Fla" Li � ce Alo Iwt Date drvwing no. OL Pmdmc JU 2015 wi 1 -05 sheet 6 of 8 WINDOW WIDTH V �p o eM i FALSE MUNTINS O.L. OPG. (SURFACE APPLIED) H LOW J MAY BE USED A z a. _ 3 a THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. E' � O i, ECO—GUARD SERIES-550 o g \\- ______ ALUMINUM FIXED WINDOW g a� 4 i� it DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER OO CHARTS SHOWN ON SHEETS 2. ® a� �Q s o --- i _(_- i ____ APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE 3 ----,�--7%- r--u- COMBINATIONS OF FIX./FiX. OR FIXED WITH OTHER o _j a o i� �� i ti m WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING w E 9 �� i� a MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, C4 I I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE "•�••�• El REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ; •• Sd "";' 3 HURRICANE ZONE (HVHZ). •• • p (D•••• •0 91 . 0.000 ? ..• ` 0.0..• WOOD BUCKS 13Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • 0 • LOADS TO THE STRUCTURE, 0000•• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 0 0 0.0• x • • • 10 1/2° EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO'• MAX. 6" L,1A)t. •.•••• • •.— ••..• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE •••..• 1 ? 6 0tb cv •.•••• HEAD HEAD/SILL NOT PART OF THIS APPROVAL. Z C O +n SILL CORNERS •.•••. ® t •0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTD WOOD ONLY � M � � � go so:* TM ELEVATION ALL SHIMS TO 811 HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE, • 0 ;� No!•- ,� • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT •••0 0L-(n? •�� -9 '� •••• • COME INTO CONTACT WITH OTHER DISS1MiLAR MATERIALS SHALL MEET THE LEe REQUIREMENTS OF THE FLORIDA BUILDING CODE. W M 20 I/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'0. GLASS 1/8" HEAT STREN'D. GLASS 3/18' HEAT STREN'D. GLASS 0900 Interlayer 090" Interfeyer 090" Interloyer DuPont Butocite PVB DuPont Butacite PVB DuPont Butocite PV13 r N N By 'Kureroy America, Inc.' By 'Kuroray Americo, Inc: By 'Kuroray America, Inc,' g o �b b 1/8' HEAT STREWD. GLASS 1/8" HEAT STREWD. GLASS 3/16" HEAT STREWD. GLASS 5 PRODUCTRBVI.SED A%with theFtodda ®? + SILJCONE SILICONESILICONE rdHuild}ng+Cotle .. DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 No p..L.� w v, 2 N io rJ DW opz iQ 5 ao 5 1 9 1141QL}9 pk0�11G4 treT > 0 0 0 0 " 38 i i 3A 3 it Pt SETTING BLOCKS AT AM ` < L . GLASS AND INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 'v ` Fsgr. dAVAD AHMAD � � a QCI a FAIL PE 74892 o a AT t/a POINTS ON LITES 08 ji to cRN. w 9 a 9 AT 1/4 POINTS 9 AT 1/4 POINTS ON LITES 2 3 201 0 WIDER THAN 36 ONLY ALL SIZES WIDER THAN 36 ONLY _ GLASS TYPE `A' GLASS TYPE `AA' GLASS TYPE I' drawing no. ,f Wl 1 -10 GLAZING OPTIONS sheet 1 of 6 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACCfY - PSF v T WIAT W DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'B' WINDOW DNS. GLASS TYPE 'A' GLASS TYP& 'AA' GLASS TYPE 'B' w _o WIDTH (W} LENOTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 1 30" 70.0 75.0 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 _ 70.0 75.0 y 36" 70.0 75.0 70.0 75.0 70.0 75.0 32" 70.0 75.0 70.0 75.0 70.0 75.4 42" 61.7 88.1 70.0 754 70.0 75.0 37' 70.0 75.0 70.0 75.0 70.0 75.0 L 1` 48' 48' 54.0 57.8 70.0 75.0 -- 70.0 75.0 42- 61.7 86.1 70.0 75.0 70.0 75.0 4, 54" 54.0 57.8 70.0 75.0 70.0 75.0 48" 50-5/8" 54.0 57.8 70.0 75.0 70.0 75.0 - % U i. 60" - - 70.0 75.0 74.0 75.0 53-1/8" 51,2 54.8 70.0 73.0 70.0 75.0 66' - - 704 75.0 70.0 75.0 56" - - 70.0 75.0 70.0 75.0 Q ti, h 30- 74.0 75.Q 70.0 75.6 70.0 75.0 80' - - 70.0 75.0 74.0 75,0 � 36" 70.0 75.0 704 75.0 70.0 75.0 63" - - 70,0 75.0 70.0 75.0 d 42- 61.7 86.1 70.0 75.0 700 75.0 26-1/2' 70.0 75.0 70.0 75.0 10.0 75.0 IL a p.Q4 x 48' 54' 54.0 57.8 70.0 75.0 70.0 75.0 32 70.0 75.0 70.0 754 70,0 1 75.0 V DT t AND LENGTH DIMENSIONS CAN BE ORIENTED a M t4 54" - - 68.9 73.8 68.9 73.8 37' 70.0 75.0 70.0 75.0 70.0 75.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 60" - 88.9 73.8 68.9 _ 73.8 42` 61.7 66.1 70.0 75.0 70.0 75.0 {i, z - 66' - - 68.9 73.8 68.9 73.8 48' 83" - - 70.0 75.0 70.0 75.0 oto 30` 70.0 75.0 70.0 75.0 70.0 75.0 53-1/8- - -- 70.0 710 70.0 754 Q "; 36" 70.0 75.0 70.0 754 70.0 75.0 56" - - 66.4 71.1 66.4 71.1 42- 61.7 66.1 70.0 75.0 70.0 75.0 - _ T 80" 624 66.4 62.0 66.4 cy 48" 80" - - 70.0 75.0 70.0 75.0 63" - - i ••• ••i• C • 54" - - 88.9 73.8 68.9 73.8 26-1/2- `'�0 63.2 59.0 63.2 •• • v �•••• 2 •• 70.0 75.0 70.0 75.0 70.0 75.0 64" - - 62.0 66.4 62.0 86.4 32" 70.0 75.0 700 75.0 70.6 75.0 •••••• •••• a •••••• •••i•• p (fj • a� • • 65" - - 62,0 66.4 62.0 65.4 37' O . 76 70.0 75.0 70.0 - 75.0 70.0 75.0 •••• Z •� • ••••••• • " •••••• $ •••• .moi ••••• 30" 70.0 75.0 70.0 75.0 70.0 75.0 42' - - 70.0 75.0 70.0 75.0 36" 70.0 75.0 70.0 75.0 70.0 75.0 48° - 42" 66` 81.7 66.t 70.0 75.0 70.0 75.0 53-1 B" - y 70.0 75.0 70.0 75.0 •••••• L1 • ••i••• _ / 70.0 75.0 70.0 7b.0 •'•'•• x 4r ••••;• 48" _ - - 70.0 75.0 701 75.0 26-1/2- 70.0 75.0 70.0 75,0 70.0 75.0 *00000 (A 0 •• 73.8 68.9 73.832- 70.0 75.0 704 75A 70.0 75.0 • • t O k A 000000 62.0 66.4 624 66.4 37" 80" - 70.0 75.0 70.0 75.0 • • .- • • •• • � � • • 30" 70.0 75.0 70.0 75.0 70.0 75.0 - - .0 !642' 70.0 75.0 70.0 75 }i 36" 70.0 75.0 70.0 75.0 70.0 75.0 48" - - 70.0 75.0 70.0 75.0 p W u� d 42" 72" - - 70.0 75.0 70.0_ 75.0 26-1/2' 70.0 75.0 70.0 75.0 70.0 75.0 uy OU 48` - - 70.0 75.0 70.0 75.0 32" 70.0 75.0 70.0 75.0 70.0 75.0 W 54" - - 68.9 73.8 68.9 73.8 37' 84' - - 70.0 75.0 70.0 75.0 Ln 30" 70.0 75.0 70.0 75.0 70.0 75.0 42" - - 70.0 75.0 70.0 75.0 36' 78' 70.0 75.0 70.0 75.0 70.0 754 48" - - 70.0 75.0 70.0 75.0 42- - - 70.0 75.0 70.0 75.0 28-1/2- 70.0 75.0 70.0 75.0 70.0 75.0 48" - - 70.0 754 70.0 75.0 32" 90" - - 70.0 73.0 70.0 75.0 30' 70.0 75.0 70.0 75.0 70.0 75.0 37" - - 70.0 75.0 70.0 75.0 p 13 e 38' - - 70.0 75.0 70.0 754 42- - - 704 75.0 70.0 75.0 I; 2 ~ 42- 84 - - 70.0 75.0 70.0 75.0 26-1/2- 70,0 75.0 704 754 70.0 75.0 48" -- -- 70.0 75.0 70.0 75.0 32" 96" - - 70.0 75.0 70.0 75.0 ® T REVMD Z z as cooVlyh* 30" 70.0 75.0 70.0 75.0 70.0 75.0 37" - - 70.0 75.0 70.0 75.0 BUMS Code A4 10 36` 90" - - 70.0 75.0 70.0 75.0 1 42' - - 70.0 75.0 70.0 754 A tlOnUatew " 42' - - 70.0 75.4 70 4 75A a+34' - - 70.0 754 70.0 75.0 Po36" 96" - - 70.0 75.0 70.0 75.0 c 42" - - 70.0 75.0 70.0 75.0 NOTE: E�gr: ,rAVAo AHMAD GLASS CAPACITIES ON THIS SKEET ARE PLA. PE M92 .� BASED ON ASTM E1300-09 (3 SEC. GUSTS). CAN.3535 • - drawing no. UN&3 2015 W 11 ®1 0 ------ (sheet 2 of 6 I a } TYPICAL ANCHORS By SEE ELEV. WOOD BUCK FOR SPACING METAL EDI# 01ST. Alp p v ` Vt DtnE bl�l. STRUCTURE MIAMI—DADE COUNTY APPROVEDi>�d a v_ EDGE DIST. MULLION & MULLION ANCHORS t f h ± SEE SEPARATE NOA iv a: i EDGE DIST. 04 0 I 6 LML1 �.J 4 � y 6� � 1 \ N � nh•I �� i Cy L 4 O 0D o ;I iI TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Kid K I! II 2 SEE ELEV. SEE ELEV. SIDE ELEV. t9 pf II tl FOR SPACING FOR SPACING FOR SPACING + t n II II n ci • O III WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WD%V. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••• !I... ••• • II I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1 f}" DIA. UL CON BY 'ELCO' (Fu=177 KSI. Fy=155 KSf) •• • •t••0 • III •••••• •• ,� •••i• III AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 21BY WOOD BUCKS OR WOOD STRUCTURES •••;•� z I r 1=1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ••.. 1I3 rr "••i II I • • 1 bl •••• dY, iI THRU 1BY BUCKS INTO CONC. OR MASONRY "" x a `` II 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) • I *9000 • 1-1/4' MIN. EMBED INTO CONC, OR MASONRY (JAMBS) ...... b 066:9 6 •• y n r I DIRECTLY INTO CONC. OR MASONRY • • • `� I • i� II • • �i••� amp •••..• (A I I II 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) 00* 3� 01 0 :....: II II 1-1/4" MIN, EMBED INTO CONC. OR MASONRY (JAMBS) •• • : o � • • • II II #14 SMS OR DRILLING SCREWS (GRADE 2 CRS) ! `n U• C3 s as p ,I II INTO METAL STRUCTURES `" W a II STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) II ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t II III (GRADE 2 CRS) II la INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") M II It 2 (NO SHIM SPACE) R 1 BY TYPICAL EDGE DI^SIANCE °'$ fig WOOD BUCK INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 4 WOOD AT HEAD, SILL OR JAMBS SG = 0.85 MIN. > o o "d rn CONCRETE AT HEAD. S#1 OR JAM139 fb = 3000 PSI MIN. 6 I I C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm 2000 PSI MIN. s r it Engr: ,9VAD MiMo a a dd a'd ° CIVIL o a. FLA. PE 1 70592 :t.• < :..__�.+'ll• ' ° v° PRODUCT REVTSBD ''`o v -b t TYPICAL ANCHORS s- rYPiCAI AiJ as sumplyIng with the Flea& .— a' 9 SEE ELEV. °' SEE ECFV. SFluildittigNeta 9>0� o FOR SPACING f9tt SPACING Aomptw drawing no. Expquota 11 -1t?EDGE DIST. EDGE 015r. y JUS �n{I VI sheet 3 of 6 live U d 1/4" MAX. i 1/4" MAX. SHIMS 1/4" MAX. Z h SHIM { CJI 1By SNiM z WOOD BUCK z 4 TYPICAL ANCHORS 4 2 TYPICAL. ANCHORS SEE ELEV. FOR SPACING - v OR PING 1 1/2" o. ui LL - -- 6 W 0t ti F R52 a ' } 0 N Q W /'a NQS to a OV TYPICAL ANCHORS 1 EXTERIOR a SEE ELEV. MSR FOR SPACING STRUCTURE D.L. OPG. - .-. - hl R FRF WINDOW WIDTH : ••• v •i• uI • •••••• O to f" ••••• • .... �icl :: • �. M •• MIAMI—DADE COUNTY ' ' z Q as. I ••••• • APPROVED MULLION I,_ N . • _ SEE SEPARATE NOA TYPICAL ANCHORS 's•' i j 0••_ •• 9060 SEE ELEV. FOR SPACING O •• W � Col— fee wmmW 4 } Or w } L u PRMUCT REVISED " a as complying with tha 1•iotid� EXTERIOR HuildingCo% N WINDOW WIDTH WINDOW WIDTH AcmPUMM ZQ 6 H FSK*010 d o 0 0 By Pro" m ca m 00 u Engr JAVA4 AHMAD 8 0 CML f1A. PE [_7Q592 CA.N. 8 ,� a m Li C - �- drawing no. lWil -10 JUN 2 3 -sheet 4 Of 6 c EDGE DIST. METAL STRUCTURE EDGE o TYPICAL. ANCHORS a• �p" :a - •o. a.:, DIST. MCOUNTY APPROVED SEE ELEV. FOR SPACING MULUON & MUWON ANCHORS � SEE SEPARATE NOA EDGE G 9 0 LL o � N , ( ® 9 ALT. tl w • �aa� to—2 TYPICAL ANCHORS I TYPICAL ANCHORS Q g d SEE ELEV. ' SEE ELEV. FOR SPACING FOR SPACING • c me v • • • v J 1 • •• • •••• of • ...... C> y.. ..... a W c� 0002 $ F v • c� moose �• ..... x s-lam• •• •• .y. IN� ...:. /^•� 0000•• � 3�p 17 N • 1/4* g !j.©•M 0000•• •••' M • m • • 4p MAX. • ••• a 0000•• SHIMS ALT. •• • • • • 8 TYPICAL ANCHORS - SEE ELEV. FOR SPACING L0 L) LLI to W w m TYPICAL ANCHORS ! SEE ELEV. FOR SPACINGC iE e ti m ♦ .4" PRODUCT OVISED • � '•c, ar sumPlyine wrib Dho I�{+�idu °�$ �$ z NO �J ds � ALT. P, at mrol m C s m o 0 I 8 ' IAISTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr JAVAD AHMAD F;1 Q a CML FIA. PE [_70542 t CAN. 3538 *- s s� v v• ii a Ju '2D15 drawing no. EDGE DIST. / / W1 1 -1 0 f sheet g of 6 i 3.001 mm PART P QUANTITY DESCRIPTION MATERIAL XANF./BUPPLt&R/REMAM �2.750 1 E503 4 FRAME HEW/SILL/JAMB 6063-T6 - _ �? 2 E504 4 SNAP COVER 6063-T6 - 3 FY109 AS READ. GLAZING BEAD (7/16" LAM. GLASS)_ 6063-T6 z 3 3A E505 AS RE9D. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - C 38 FY108 AS REQO. GLAZING 8OW (5/16° LAM. GLASS) 6063-T6 - 1 3.094 4 110 X 1-1/4" 3/ CORNER ASSEMBLY SCREWS - I. Q62 2.578 5 E203 AS REOD. GLAZING BEAD BULB. DUROMETER 65 SANTOPREN£ UlTRAFAB v .� 6 PSJ40-SS 2/ CORNER FRAME CORNER KEY 5I, STEEL - 2 7 FLB-50 - GLASS SPACER - 1/8" HIGH— SILICONE FRANK LOWE It a w 8 i FY120 AS READ. FLUSH FRAME ADAPTER 6053-T6 OPPONAL L1 9 - AS REOO. SETTING BLOCK. 3/16" X 3/4" X 4" LONG EFDM OUROMEiER 8015 SHORE A .719 t0' - - INSUL GLASS EDGE SPACER ST. STEEL I CARDWAL XL cy Q 1.644 SEALANT: Oi FRAME HEAD/SILL/JAMB ALL JOINTS AND FRAME CONNEC11OMS SEALED WrrH i SCHNEE—MOREHEAD SM5504 SEAM SEALER. .050 .452 1.287 •��• "••• co �• •••••• 0 jag. .. ••••• 3t p, �2 SNAP COVER � ,�,// . / ��,/ s � ••••• •••• - ui4 j f/ •••••• I K } '0 •i••� 394 ! S • • •�� / 5 0M N •• 80311.047 050 / • • • ,� Q / K] �/ ' W mm \:J GLAZING BEAD (7/16" LAM. GLASS) }= 2.688 130 f .082 c T o' 803 .045 '500 69 i D, 1.172 2.611 sa O LDUCr gRw1L�11 tho Flotidat a v 2 Coda Q GLAZING BEAD (INSUL. LAM. GLASS) Q FLUSH FRAME ADAPTER I A°°�d taxa 06.11- A 1 1 i?ttil+ irtN n Q! orFiaP' ^ � .a By o 0 0 1..750 vu c a m v 0 519 " 493 SEnq9r. dAYA AHMAD 1 fl CIVIL L S_� .045 1.750 FLA. PE 70592 CAX. 8 $ l^w 1.047 D3 � 493 �J j 2015 drawing no. FRAME COFhiER { 1W 1 1 -10 GLAZING BEAD (5/16" LAM. GLASS) (�6 CORNER KEY 'sheet 6Cf 6 J W Q 1 ------ ------ _ a II ! I I :3 fill i l I O , 4.600 j ;I 1II IYPCA{ —1 GLAZING PRODUCT 3 — O�r � ' h �+- i I1 O aQ . 1 r i 1.000 O 4 a [TYPICAL I , I WINDOW FRAME 1 I INTI Z 6.000 it 01 o l l, u u 3.000 4.000 I MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ALLOY TUBULAR SHAPES 6063—T8 z 00 m AND CAN BE USED WITH ALL MIAMI—RADE COUNTY APPROVED � •• 111) IMPACT AND NON—IMPACT RESISTANT PRODUCTS. J• RECTANGULAR ti 1 R ALUMINUM TUBE M ONS -MULLIONS CONTAINING TYPICAL GI AZING PRODUCTS 0' C �00:. .: USING MULLION PROPERTIES ONLY � - ORIZONTAL OR VERTICAL •,,,,• � LLI �Now • � o Nor�e •.mesas SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING •••••• 4 i. .A •• • • THIS PRODUCT HAS BEEN DESIflNED AND TESTED TO COMPLY WffH THE ••••.. _ ' REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCIfY : � _3 :• HURWANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ' ' `t UW�„( �� APPLICABLE BUILDING 0009 REQUIREMENTS LE: WIND LOAD. WATER ••• rn• : M 0 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRTf7URE. ANCHQRS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TLE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL c 0 A LOAD QlJRATION MRCRFASE IS USED IN DESIGN OF ANCHORS INTO TIKfOQ ONLY. MATERIALS ll~WCWDIHG BUT NOT WAITED TO STEEI/WAL SCREM THAT COME INTO c CONTACT WITH OTHER OISSILILM MATERKS SHALL MEET THE REQUIREMENTS OF IM FLORIDA 8=. CODE. INSTRU TIONS: USE CHARTS AND GRAPHS AS FOLLOWS. o DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 B FOR PARTICULAR OPENING. c STEP USE MIAMI—RADE COUNTY APPROVED GLAZING PRODUCTS MEETING AOM LOAD REQUIREMENTS. e • STEP 3 USE CONNECIM TO MULLION AS PER PRODUCT £"9r: APPROVAL. CIVIL,PF USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH F OAN.$.2 g� STEP 4 DESIGN RATING LIORB THAN DESIGAR LOAD SPECIFIED A Irnwed as urojplyAo8 t,.%*e i v IN STEP I ABOVE. ITlvrisla 11"I'lll ,Ca � IJLUL�j C USING ANCHOR TYPES ON SHEETS 5 TNRU 9 AND ANCHOR CHAWEPRTS }VUAi�,yr- �`I i ON SHEET 4. SELECT ANCHOR TYPE WITH DESKIN RATING A4' •iT - - •cc C5 6n�' k•j ''_ C,� droving no. MORE THAN TI# DESIGN LOADS SPECIFIED IN STEP I ABOVE. ' M l 4—� •. .'�.E..� 'R Si786t '� Of 9 t.000 1.000 2.000�� t25 2.000 250 125 2.000 125 1375 m40 -mj 1.000 I'- i25 1.000 z 1 �--F .125 .375 Q az .125 .125 !' 4.000 .125 4A00 3.000 4000 3.000 .125 6.000 S= 375 375 .125 ,250 Q 4 IS = .9502 IN\4 Ix = 2.0374 INV Ix = 1.538 IN\4 Ix a 3.1878 INV Ix = 2.9762 INV � ��e Sx = .6335 IN\3 Sx �+ 1.01$7 M4\3 Sx = 1.0254 tN\3 Sx = 1.5939 w\3 Sx = 1,4851 IN\3 -- a 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 Ll STD. MULLION STD, MULUON CUSTOM MULUON CUSTOM MULLION STO, MULUON 6063-T6 6063-T6 6063-T6 6063-T6 6063--T6 w Ix ffi 8.2757 iN\4Ix a 15.2031 IN\4 z Sx a 2.7586 INV Sx 5.0677 1'1\3 0 2 X 6 2 X 6 ...... STD. MUL_fON HEAVY MULLION 00 tsf•e • SOS3-TIS 6063-To .•••. la m • • '•••• 0 on in *Goes ..... :Z:) t 00000 ' 000000 •�'•� so Q eM • t • • o hW' •••G•• .718 2.125 2.125 c .125 '� '�, �duatnplyk►�t5'id1 iitC � 2.000 L3etC P[ tR 5.500 5.500 2.000 d 41 a� NOTCH NOTCH OPTIONAL 1/2' OPTION. /2- ' a P 6ti ra Engr: JAYAO CIVIL FLA. P � 0592 1/2• CAN, MIN. Uji IQ k Z)3 2014 drawing no. ANGLE QUp °' M14®01 MULLION CUP MULLION CLIP `• �" S 6063-T6 W63-.T6 6063-T6 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WWDOWDIIM I X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2X6 WINDOW DIMS. 1X8 1 X4 1 X 3 1 X 4 2 X 4 2X6 2 X 6 WMDOWDiMS. I X 3 1 X 4 1 X 3 1 X 4 2 X 4 2X6 2X6 r WOM (W) MULL SPAN STD. STD. CUSTOM CUSTOM STB, STD. HEAVY WROTH (W) MULL SPAN M. STA. CUSTOM CUSTOM STD. STD. HEAVY W10TH (w) muLL SPAN STD. STD. CUSTOM CUSTOM STD. M. HEAVY .t 19-1/8" 120.0 120.0 120A 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8° - - - 59.3 55.3 120.0 120.0 0 d % 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120. 26-1/2' 53.6 115.4 67.1 120.0 120.0 120.0 120.0 26-1/2' - - - 42.8 39.9 111.0 120.0 r 30° 120.0 120.0 120.0 120.0 i20.O 120.0 120.0 30° 47.5 i01.9 76.9 120.0 120.0 120.0 120.0 30" - - - 37.8 35.3 98.1 120.0 F 37' 120.0 120.0 120.0 120.0 120.0 1200 120.0 37" 38.5 82.6 62.4 120.0 120.0 120.0 120X 37' - - - 30.6 2&6 79.5 120.0 ( 6 m 42' 120.0 120.0 1204 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42' - - - 274 25.2 70.1 120.0 48" 38-3/8" 120.0 1204 120.0 120.0 120.0 120.0 120.0 48" 74-1/4- 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48° 120" - - - 23.6 22.0 61.3 112.6 M, 120.0 12.0.0 120.0 120.0 120.0 120.0 120.0 54' 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54' - - - 21.0 - 54.5 100.1 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 W. 2,146 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 66- 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 725 67.7 120.0 120.0 W. - - - - - 44.6 81.9 (mit 72' 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72- - 42.5 32.1 66.5 62.0 120.0 120.0 72° 1 - - - - - 40.9 75.1 Q p 19-1/8- 120.0 120.0 120.0 120.0 120.0 120.0 1200 19-1/8- 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/e" - - - 44.5 41.8 115.6 120.0 8 26-1/2- 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 118.4 120.0 120.0 26-1/2- - - - 32.1 30.0 83.4 120.0 6 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 tO2.8 120.0 120.0 30" - - - 28.4 26.5 73.7 120.0 01 _ 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37' - - - 234 21.5 59.6 109.8 20 420 120.0 120.0 120.0 120.0 120.0 1200 120.0 42" 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42° - - - 20.3 - 52.6 96.7 48' 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 487 84• 20.5 44.0 33.2 66.8 64.3 120.0 120.0 48' 132' - - ^' - - 46.1 84.6 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54° - 39.1 29.5 61.2 57.1 120.0 120.0 54" - - - - - 40.9 75.2 U 60" 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60" - 35.2 26.6 55.1 51.4 112.6 120.0 BO° _ - - - - 36.8 67.7 66" 944 120.0 120.0 420.0 120.0 120.0 1200 8B" - 32.0 24.2 50.1 46.7 102.4 1204 66' - - - - - 33.5 61.5 z 72° 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 72' - - - - - 30.7 56.4 O " 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8- - - - 34.3 32.0 89.0 1 0.0 3 ••••• 28-1/2" 1200 120.0 120.0 1204 120.0 120.0 120.0 26-1/2" 24.9 53.4 40.3 83.5 7&0 120.0 1204 26-1/2" - - - 24.8 23.1 64.3 It"* �� • 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 22.0 47.2 35.6 738 66.9 120.0 120.0 30" - - - 21.9 20.4 58.8 1Q�• W }•• ••4 ••••i• 37' 115.3 120.0 120.0 120.0 120.0 120.0 1200 37' - 38.2 28.9 59.8 55.9 120.0 120.0 37" - - - - - 46.0 444• m In40 42' 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42" - 33.7 25.4 52.7 49.2 120.0 120.0 42° - - - - - 40.5 740• 1�. • co a :��•� 48" 50-5/s" 88.9 120.0 t20.0 120.0 120.0 120.0 120.0 48' 96" 29.5 22.3 46.1 43.1 107.8 120.0 48° 144' - - - - - 35 5 89!2• 8,19 �i ••••• • • 54" 794 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.6 120.0 54" - - - - - 31.5 9r. • Cl •.R ••••• • 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60" - 23.6 - 36.9 34.4 86.2 120,0 60° - - - - - 28.4 $�1 ' •8' •. "sees • 66" 64.7 104.1 104.7 120.0 120.0 120.0 12 .0 66" - 21.4 - 33.5 31.3 78.4 120.0 66" - - - _ - 25.8 • -t ' 72' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72° - - - - - 23.7 43.4 Q 0 �• v •••••• 19-1/8" 120.0 1200 120.0 120.0 120.0 1200 120.0 19-1/6" - - - 81.3 75.9 120.0 120.0 • • 0)M :••••i 26-1/2' 86.1 120.0 120.0 120.0 120.0 1200 1204 28-1/2° - - - 58.7 54.8 120.0 120.0 /4ftg1ES To 8E INSCRRBEO HORIZONTAL QSULUON 30 77.8 1200 120.0 120.0 120.0 120.0 120.0 30 - - - 81.8 48.4 120.0 120.0 WSRDE RECTANGULAR SHAPE 37' 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37" - - - 42.0 39.2 109.1 120.0 42' 55.6 105.6 90.0 120.0 1204 120.0 120.0 42' - - - 37A 34.6 96.1 120.0 48" 63" 48.8 92.4 78.7 120.0 120.0 120.0 120.0 48' 108" - - - 32.4 30.2 84.1 120.0 ` PRODUCT �� 9t YERitGAt. � ILI 54' 43.2 82.2 704 1200 t2O.0 120.0 120.0 54- -- - - 28.8 26.9 74.7 120.0 muumm 60" 38.9 73.9 634 115.7 108.0 120.0 120.0L72' - - -- 25.9 24.2 87.3 120.0 z GLAZING CLAZih�G is 8H" 35.4 6R2 57 3 105.1 98 2 120.0 /204Be - - - 23A 2?_0 81.2 112-3 PRODt1CT PRODUCT 72" 32.4 61.6 525 96.4 904 120.0 120.0 - - - 21.6 20.2 561 103.0 GIJ121NG GL4ZERtfi ALL LOADS ARE EXT.(+)/INT.(-). PRIODUCTPRODUCT • ° o NOTE: W1 W2 L --- MUUtON Spm MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MU10N__ARRANGEMYAO�AIAA CMT. , FLA PE f 70592 � � u� _ Wt 2 WZ C.t. .N. 538 A roved �c0 Florida flt Dow NC?Af! drawing no. Qd�ywi i1v�� t MULLIONS ��,: M14-01 sheat 3 of 9 DEMON LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF DEMON LOAD CAPACITY - PSF � WINDOW DIMS. ANCHORS TYPE WINDOW DIM. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE W10ftt (W) MULL SPAN AS I A4 A8 82 Hoa 84b WIDTH M MULL SPAN A2 A4 A6 B2 Hoa Hob VADTH (t) MULL SPAN A2 A4 A6 B2 Hoa Bob I f9-1118" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 1.20.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 26-1/2" 120.0 12.00 120.0 120.0 120.0 120.0 28-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 f2Q.0 120.0 45.3 65.2 90.6 Q o 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 84.6 93.1 120.0 30' 624 108 8 120.0 40.0 67.6 80A 0 37" 120,0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 1120.0 52.4 75.5 104.8 37' 50.6 88.2 120.0 32.4 46.7 64S 42" '120.0 120.0 120.4 89.3 120.0 120.0 42' 72.0 12+0.0 120.0 46.2 86.5 82.4 42' 44.8 77.7 116.6 '28.6 41.1 57.1 48' 38-3/8' 120.0 120.0 120.0 782 1128 120.0 48" 74-1/4' 63.0 109.9 120.0 40.4 58.2 80.8 48" 120' 39.0 68.0 102.0 25A 36.0 504 54" 108.4 120.0 120.0 69.5 100.1 120.0 540 56.0 97.7 120.0 35.9 51.7 71A 54" 34.7 60.4 90.7 22.2 32.0 44.4 W 60' 97.6 120.0 120.0 62.5 90.1 120.0 60' 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 2&8 40.0 66" 88.7 120.0 120.0 S&9 81.9 113.7 66" 45.8 79.9 119.9 29.4 42.3 58.8 68" 28.4 49.5 74.2 - 26.2 36.4 y� 72" 81.3 120.0 120.0 52.1 75.0 104.2 72" 47-0 73.3 109.9 26.8 38.8 53.9 72' 26.0 45.3 6&0 - 24.0 33.3 Q 0.Q 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 Q� g 26-1/2- 120.0 120.0 120.0 1200 120.0 120.0 26-1/20 100.9 120.0 120.0 84.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 d 30' 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30' 56.7 98.9 120.0 36.4 52.4 72.7 IA 37' 12D.0 120.0 120.0 92.7 120.0 120.0 37' 72.3 120.0 1204 48.3 66.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 o oil 42" 120.0 120.0 120.0 81.6 117.6 120.0 42' 63.7 111.0 120.0 40.8 58.8 81.6 42' 40.5 70.6 108.0 28.0 37.4 51.9 48" 42` 111.4 120.0 120.0 71.4 102.9 120.0 48' H4' 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 -^� 54" 99.0 120.0 120.0 63.5 91.4 120.0 54' 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 t.? 60' 89.1 120.0 120.0 57.1 82.3 114.3 60" "A 77.7 116.6 28.6 41.1 57.11 60' 28.4 49.5 74.2 - 26.2 36.4 66' 81.0 120.6 120.0 51.0 74.8 1 103.9 66' 40.5 70.6 108.0 26.0 37.4 51.9 68' 25.8 45.0 67.4 - 23.8 33.1 Z 1 72' 1 74.3 120.0 120.0 47.8 68.8 95.2 72' 1 37.1 64.8 87.1 23.8 34.3 47.6 72' 23.6 41.2 61.8 - 21.8 30.3 0 �i••i• •.•••• 119-1/8' 120.0 120.0 120.0 120.0 120.0 t20A 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 1 • _j �o d• � �• 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2- 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2' 58.9 102.6 120.0 37.7 54.3 7#9A _j F, • ' 0900:0 • 30' 120.0 120.0 120.0 94AI 120.0 120.0 30' 7&0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 W.A.; � • • 37" 119.9 120.0 120.0 78.8 110.7 120.0 37" 83.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1.• m �QD 42 105.7 120.0 120.0 67.7 97.8 120.0 42" 55.7 97.1 120.035.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 476}• I� �dp:� •• •. 48" 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48" S8" 48.8 85.0 120.0 31.3 45.0 62.5 48- 144" 32.5 56.7 85.0 20.8 30.0 491!7"• 0�p�� u� ••••• 54" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 3m 0 0 [3• • •••• • 6O' 74.0 120.0 120.0 47.4 68.3 94.8 60' 39.0 68.0 102.0 25.0 38.0 50.0 60" 26.0 45.3 68.0 - 24A ;57 Z yZ � _ • • 68" 67.2 117.2 120.0 43.1 62.1 86.2 66' 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.0 41.2 6t.8 - 21.8 .3 ? . t •••••• n 72" 61.6 107.5 120.0 39.5 56.9 79.0 72' 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 37.8 • IV r C] ~ i•..•i 19-1/80 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 108.8 120.0 120.0 89.7 1004 120.0 �-•�� • • 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 1004 �Ma TO BE 1 8� TYPICAL MOE RECTANGULAR SHAPE 30` 118.9 120.0 120.0 76.2 108.7 120.0 30' 69.3 120.0 120.0 44.4 64.0 88.9 ANCHOR 37' 9&4 120.0 120.0 61.8 69.0 120.0 37" 56.2 98.0 120.0 36.0 $1.9 72.1 _ �A' MULLION 42" 84A 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 GLAZING 48" 63' 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.40 55.6 i'' PRODUCT 54" 66.0 115.1 120.0 42.3 61.0 84.7 54' 38.5 67.2 100.7 24.7 35.6 49.4 MULLION ``` ` c 60' 59.4 103.6 120.0 38.1 54.9 76.2 80' 34.7 60.4 90.7 22.2 32.0 4x4.4 Or 54.0 94.2 120.0 34.8 48.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 GLAZING GLAZING + AN i PRODUCT f'ROOUOT ML 72' 49.5 86.3 120.0 31.7 45.7 83.5 72" 28.9 50.4 75.6 - 26.7 37.0 GLAZING GLAZING Ixpl� ALL LOADS ARE EXT.(+)/INT.(-). v PRODUCT PWDUCT a W1 1M2 MULLWN SPAN c ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HM, SILL OR JAMB ENDS. 1YPICAL MULLION ARRANGEME FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. En Alar o (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH �W} = w1 2 , sM L7Q.59z g Apluaved as aaatptyui8%►9111 Sec CAN. sm 1liat11d a alto�� mir yrc� • • n &-owing no. �N C H OR fit s fi M 14-01 sheet 4 of 9 11PICAL ANCHORS TYPICAL ANCHORS ro 2 PER CUP (1 ON EACH WING) 1 PER ANGLE • �' �� \`� �OtTE�` O z OR , F 0 go 1 � � 1 1 -----------y I I FLOATING CUP 1 I A 11. A27X 2 X LUM ANGLE 0 a� 8 I 1 I I SNUG FIT INSIDE MULL U L! Q J14 SMS 1 f #14 SMS 1 1 G 1-3/4. O.C. MIN. 1 I f-S/d" O.C. MIN. 4 PER CLIP 2 PER ANGLE 1 Z� m U _j Imn z `s C) • d ...... ANCHORS TYPE `A2' TYPICAL ANCHORS: *see* � �-,.•� ....:. ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE%. m f c0 • • *000*0 1/4" DW ULTRACONS BY 'ELCO' •:0001 n ••(410- • • 0-177 KSI, FY-155 KSI) CONCRETE 1-3/4' 2-1/2 000' I_ 99:099 ' m Fr ,a 1/4* DIA, SELF DRILUNGI SCREWS !-•• ..... (GRADE 5 CRS) METAL 1/8 3/4':::• Z Zi•�, 000900 TYPICAL ANCHORS TYPICAL ANCHORS • • : Z in 4 PER CUP (2 ON EACH wING) 2 PER ANGLE CONCRETE = �I�c m �Goese • 4000:0• 3000 PSI MlN. • • 4�i METAL o 1/e MIN. THK. STEEL Fy = 36 KSI MIN. • • _j b'p . . \NCRE \ 1/S° MIN. TNK. ALUMINUM (8063-T5 MIN.) •..• �, I . . R OR ANCHORS MAY BE HEX OR RAT HEAD. I I I I AL ST C E `.r vI\ ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RES}STINT COATINGS, SUCH AS BITUMINOUS PAINT OR M 1 - 4 I ! 1 WATER-WHITE MEIMA CRYUITE LACQUER. a e T 1 1 I I c II---------------J 1 4 I LFLOATING CLIP .11/8 SNUG FIT INSIDE MULL U I 2 X 2 X LE 4 1 I ! ALUM ANGLE 1 1 I ! X14 SMS 1 1 114 SMS 1 I 1-3/4" O.C. MIN. 1«3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE m .� o c z � a +� Engr. JAYACS AHMAD �, M CIVIL hppnrvcd as willpiying�ti it],the FLA. CANE..#__0582 T•MridaBuihtit ;Cc ti353fl DOW LU L.�Juj TY ANCHORS TYPE 'Al' "�''"�� . Mia ul r� � ,"' r' t m Ay �..�, {� drawing no. r • M14-01J sheet 5 Of 9 O • a TYPICAL ANCHORS TYPICAL ANCHORS O 8 PER CU3 PER ANGLEP (3 ON EACH YANG] I , I U I I � � o� -4 M i ii O a4 ------ --------- --------- I I I I FLOATING CLQ ��,i i i /2X X 9 8` 0 � 1 I i SNUG FIT INSIDE MULL U U ALUM ANGLE #14 SMS ] I #14 SMS 1-3/4' O.C. MIN. 1 1 i—3/4" O.C. MRV. I I 6 PER CLIP 3 PER ANGLE W Z � • • •.•..• TYPICAL ANCHORS: • ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDCE.21 • m a0 • • 9/4' 01A. ULTRACONS BY 'ELM' .t•• D �� rn • • CONCRETE i-3f4' 2-1/� • 1— •�p M m e f (Fu-m KSI, Fy=155 KSI) ••• fSTr� a, •• •. 1/4* OTA. SELF DRILLING SCREWS METAL 1/8" 3/40 9.0 i ••• •..•• TYPICAL I / (QVVE 5 CRS) .. . z . 8 ...... CONCRETE - T'c c: 3000 PSI MIN. • �" METAL = 1/8' MIN. THK. STEEL Fy - 36 KSI MIN. J -2 " ego*** 1/8" MIN. THK. ALUMINUM (6063—T5 ISN.) i • • Q � .. • • • ANCHORS MAY BE HEX OR FLAT HEAD. 00 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. c 0 C a� c t = Engr.JAM AM"CIVIL FLA.PE 70552 AgFrovow C.A.N. ro drawing no. MAY M14-01 sheet 6 of g TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CUP (t ON EACH WING) 1 PER ANGLE d I I I OR 0 w d e � ----------- I 1 FLOATING CLIP I 2 X 2AX t/W Q 1 1 t 1 FIT INS1 SNUG 0E MULL V U #14 SMS i I 114 SMS J 1 C 1_3/4" O.C. MUL I t 1-3/4' O.C. 1rM�I. I I O 4 PER CUP 2 PER ANGLE v o z 0 NOW TYPICAL ANCHORS: •��• D ••• .. .... ANCHORS TYPE `B2' ANCHOR TYPES SUBSTRATE MIN, EMBED. MIN. EDGE.Dt>r7. rLu ....:. 1/4" DIA. ULTRACONS BY 'ELCW MASONRY 1-3/4' I 2-1/V'064 r LJ �` • • Yl {Ftr-177 KSI, fy-155 KSI} WOOD 1_1/2'__] 1. r r r �j • Vi g�g :"": seer' �►'pM N rrrrr rrrrrr g er�M rr:..' WOOD = 213Y WOOD SUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN.• • . r MASONRY ; 0-90 HOLLOW/FILLED LEO BLOCK f'm = 20M PSI MIN. •• " Z -'30 TYPICAL '••••• 4 PER CLIP (2 ON EACH WING) TYPICALORS ANGLE (BY OR 20Y WOOD BUCKS NOT BY ECQ WINt)OW . .••:• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND YRANSFF; . —I (>J " •••' : W�.W seer: O�I�K �� TO BUILDING STRUCTURE. • • 1 1 t 17A E OR ANCHORS MAY BE HEX OR FLAT HEAD. `'" 1 a 1---------------I I I I I FLOATING CUP t l t I SNUG FIT INSIDE MULL 2 X 2 X 113" ALUM ANG I I I i 1-3/4" 0 C. KEN 1-3/4"14 SMS A #14 C. MIN. 4 PER CUP 2 PER ANGLE � m � c z N! Engr:�b1YAt) Aft" AML Appmed m complybig MM*t FIA PEF t5792 Florida L1tF11QI $ it O P a 3/8' MIN. 2 7/8e dr ( ! TW. TYPICAL ANCHORS TYPE B4a j�°^" �,,,, • `. ` _ n 20 drawing no. M14-01 sheet 7 of 9 o Lto TYPICAL ANCHORS TYPICAL ANCHORS Z n 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE �RD�t�E� U FE Tt -FLOATING CLIP f 1 1 SNUG FIT INSIDE MULL t i i Z2X X f 8" U ALUM ANGL� #14 SMS #14 SMS I ! ; 1-3/4" O.C. NN. i ! 1-3/4" O.C. MIM. [ i ; PER t2IP 3 PER ANGLE 5t �tL I Im Z ago `a 0 • W J •.• M TYPICAL ANCHORS: 00 0 ANCHOR TYPES SUBSTRATE MIN, EMBED. MIN. EDGE•DIS . � • � • 1/4" DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/7i.. • m � � • • (FU-177 KSI. Fy=155 KSI) WOOD 1-1/2" 1" •.• • ulr :��: 4" i ....' Q a ..�..� TYPICALANCHORS TYPE Bob WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. m 0.55 e�t7.:": ey00000 MASONRY = C-90 HOLLOW/FILLED BLOCK fm - 2000 PSI MN. •• •• Z .jotA- 0000 ••...• • BY OR 28Y WOOD BUCKS NOT BY ECO WINDOW J . •••:. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 7RANS4 • THEM TO BUILDING STRUCTURE. • . • Q W w ••.• ANCHORS MAY BE HEX OR FLAT HEAD. O C w a N O • � R r Eagn JAVAD AfMiWkD f i o ML AppIDVC<t d4 3�$Q 1� FtA. OE'1.70592 M F1,mlula auiSd /'" CAN. 3534Dole � _ drawing no. � Q M 14-01 �5 3 sheet 8 of 9 u 14 SIAAS o SEE CHART FOR QUANTITIES TUBE MULLION 4 z � g ----------- 0 ----- -------- ANCHOR NO. OF Q -CHART SCREWSfi #14 FH SMS TYPE A2 2/ SIDE I 1 TYPE A QCT A 1/8' THICK ALUM CHANNEL 1 ! V LENGTH TO FIT SNUG INTO MULLION j TUBE MULLION g Q d TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATIONV_OF CLIP LE CAULK JOINT AFTER ASSEMBLY I ; z 1214 FH SMS I fii rr11 1-1 " O.C. MIN. I I ACCESS HOLE SEE CHART FOR QUANTITIES t I U Z m .. 00 •.... .IF}. ...... LLI •..• IN � ER • • STALL EITHER E I #14 FH SMS � 1 a e��.�i�I ••:••' DIRECTION q� 1 I 2 PER CLIP i I •• •• D . �1 en •..•.• Y ' I�yi o0 • F 1" Q.C. HIN. ! 1 1 I ••••• Z 3• _ • 1 I I a It1 j • • •z=Jj ••.•i• —�Y i •• W F i.••.0 1-3/4" X 2' X 1/8' (FOR 28Y TU 3/4" X 2" X 1/8' FOR (ley TUBE ALUM ANGLE CUT TO FIT SNUO INSIDE TUBE ANCH085 DUAL 91 L METAL TO METAL CONNECTION go ffi #14 SMS SUBSTRATE Ed. MIN. EDGE DISC MIN. CL TO CL SPACING AWMINUM 1 j 5/8" 1/2" D � o c • EngY: .lkYAO AHAGD �, t a CIVIL Fik PE 70592 A TYtTA Wee CAN. 338 ! � NOAH � .f �y ti.: !W i r ct 6 tlsil 1 a. . rM roving no. 7.Q1 14--01 �' sheet of J %-1'rkTru1ite D.L.REOOPG. D.L. OPG. D.L. OPG. O.L. OPG. OLASRBALtlU6RpIMf> L1111ONS' ADIIL � O SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 FOR H�ZONIN.LENGTHS SEE 60 IN.AND ABOVE A A 800 FAIRWAY DRDYE,Sufte 2130 1 111 A 1 e 1-1—r IN fill DEERFIELD BEACH.FL 33441 Q P 817!1.432.81921 L 954-724-2083 rt A i1 F PROQLICT: cr I., Resistor } I D 0.� o m „ E Et !,, } r -- 00 3100 r N x II I } STOREFRONT WALL-1-MI i 3: o �r Z -�N ,, } } _ Resstc�r o m �� ( �= =_ } } / �' ©w �� PRODUCT ORRIN$ i .1 vii I 1 Ram OAX/REMARKS . 11/20/15 UPDATE TO 2014FRC m ENGINEER: m Ism '1Rlmw /�y�■/ ••• • �g� C •• ••• Q } WAOT 000 MA's o m /� (} IOETAII& I �i •G�AYOVI.TJV�[1d`,1/G. 00 000 }��, SBII1 124TH AVE E.201 :• 09: 86966 47 MAX ft*334$3. • • 24( " MAX. / 0000 P:3*0•I�t •• •• AT CORNERS Al CODERS MAX. MULLION SPACING AT CORNERS ••'0 • • •• ••• MAX ANCKORS TYPE A. a OR C SEE CHART SHEETS 4 & 5 ANCHORS TYPE A. B OR 0 ANCHORS TYPE A. D OR C ••• 1,2. 3 OR 4 AT%KM 1. 2.3 4 AT EACH SME 1. Z 3 OR 4 AT Awes STAMP:••• • SEE SHEET 9 RONFOR083ti SOD. OF Adlil SEE SHEET 9 SE SHEET 8 0 •` [i 1 trE: • FOR GREATER THAN 80 IN. TYPICAL ELEVATIONS ` �t3l ON •• •:• `. .�`'i`i. P�r '104 000 SERIES 314t�/f.-3100 ALUMINUM YVINDOW WALL SYSTEM Is* m 11 O.C. FOR ALL TYPICAL ANCHORS EXCEPT = It'll„c' -.0 • • WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS � ARE NOT REQUIRED. 0" O.C. FOR 1/4- ULTRACON INTO GROUT FILLED �s INSTRUCTIONS: OCK WHEN MULLION SPACE > 64" c 6 THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED 1SSE CHARTS AS FOLLOWS. • ENTRANCE DOORS. STEP Ld DETERMINE DESIGN WIND LOAD REQUIREMENTS • CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. BASED ON WIND VELOCITY . BLDG. HEIG14 T. WIND ..;! ZONE USHOG APPLICABLE ASCE 7 STANDARD. • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE STEP 2: SEE CHARTS ON SHEET 2 FOR DESIGN LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010/2014 EDITION INCLUDING CAPACITY OF DESiRED GLASS SIZE BASED ON PRODUCT coktfti IA0PRa vAL: � HIGH VELOCITY HURRICANE ZONE (HVHZ). APPLICABLE WIND DURATION. JAIL 2 4 2015 • WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS STEP 3: CHECK MULLION AND JAMB CAPACITY FOR A ONEN TO THE STRUCTURE SPACING AND HEIGHT USiNG CHARTS ON SHEET 3 ® ANCHORS SHALL BE AS LISTED, STAGED AS SHOWN ON DETAILS, ANCHORS LOAD. CAPACITY SHOULD EXCEED THE ascamPRODUCT 5t8VLSGD & 4. as cesnl�3Yir�uitati 1Ti8 Florida EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. DRESSING OR STUCCO. BDitdi»gCode STEP 4: USING CHART ON SHEETS 5 SELECT ANCHOR AcceptenseTto • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT OPTION WITH DESIGN RATING MORE THAN DESIGN Ex tianDalo ��`�D� PART OF THIS APPROVAL. LDAD SPECIFIED IN STEP i ABOVE. • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 5: THE LOWEST VALUE RESULTING FROM STEPS 2, 3 M Piro" � AND 4 MALL APPLY TO ENTIRE SYSTEM. e MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERiA1S SHALL MEET THE REQUIREMENTS OF 2010/2014 FLORIDA BLDG. CODE SECTiON AS APPLICABLE. ORAYYN:S.L. BROWING No: ® ULTIMATE DESIGN LOAD OBTAINED FROM ASCE-7-10. MULTIPLY BY 0.6 SHALL BE DATE: 9-22-11 1 OF 13 LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. M. A011-21 Tru I ite YItDTH _, WIDTH ctassastU.uantxttHsaurtotas- r 1/4" HEAT STREN'D GLASS 1/4' HEAT STREWD GLASS 1/4" HEAT STREN'D GLASS hitpjhmwtrut*4w 090 INTERLAYER SAFLEX .100 INTERLAYER SAFLEX HP PVB 090" tWERLAYER 80D FAIRWAY DRIVE,Suite 200 ��` • BY 'EASTMAN CHEMICAL COMPANY BY 'EASTMAN CHEMICAL COMPANY' SENTRYGLAS BY `DUPONr DEERFIELD BEACH,FL 33441 p.800432-81321 L 054-724-2M 0 1/4' HEAT STREN'0 GLASS 1/4° NEAT STREN'D GLASS 1/4"•HEAT` STREWD GLASS 0 0 PRODUCT: J m Resistor D.LC. WIDTH O.L.O. WIDTH 3100 e I s 3 e (I 8 3 `O 13 ( I a STOREFRONT WALL-LMI *Resistor ® % � I I Q^ a � PRODg4T 98R1H9! J 0 o I 'tet 7 7 7 REVN DATE/REMNRKS REV. 11/20/15 WMW TO 2014FBC GLASS TYPE'A' GLASS TYPE V GLASS TYPE V }( D.L0. YA� D.LO. WIC 4'!18•NOWNAL OVERALL 911V NOMINAL OV84ALL 8116'NOMINAL OVERALL-I ENQNEER6 •••• • t�rr�vs�N�i�ao,�c. I I s I GrAES1aQONSULTANT�. _ •• ii t� J 1/4" HEAT STREWD GLASS 1/4" HEAT STREN'D GLASS •rlliet'94Y 1247E P%.Si 2tISA • • 0 0 ••••MIAMAI,t�.93186 •• •• 090 INTERLAYER SAFLEX 100 INTERLAYER SAFLEX HP PVB •••••42.305-27"11Z •• ••• BY 'EASTMAN CHEMICAL COMPANY` BY 'EASTMAN CHEWCAL COMPANY' •••"A mz D.L.O. WIDTH 1/4" HEAT SMWD GLASS 1/4" HEAT STREWO GLASS 'M .care •• D.LO. WIDTH 1/2" ASR SPACE 1/2" AIR SPACE • � ! ~ .�� •r •• ••• f , — 1/4"TEMP. GLASS 1/4" TEMP. GLASS •s•.`F DYi'n�ATiON; • • qy7 •• ••• uj p ti Z z D.L.Q. WIDTH D.I.O. WIDTH PRODUCT CONTRix-APPItUVAL: a� ,. 5� ;. — 4 5 7 JAN 2 0 2015 � a GLASS TYPE'Al' GLASS TYPE'B1' PRODLlC C REVISED 14Mr NOWNAL OVERALL 1•SM13'NOMINAL.OVERALL P ODLI t»g EVIwilb the Ptar2dx BuBdiRg Code AcctwtsroACbu� ALLOWABLE LOADS FORALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE r3hpImItim VERIiIED BY INSCRISING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS BS.SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. Munni SINGLE LITES MAY BE tNSTALLEO VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. FOR ALTERNATE SHAPES U IT MAX. LOADS TO *90.0 PSF SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS. ORAWN:S.L. DRAWING No: USE ANCHOR TYPE 'D' AT 3" FROM FRAME ENDS AND 12" O.C. MAX SPACING. (GLAZING OPTION DATE: 9_22-11 o f 13 I 11UWQ AD11.21 GLASS LOAD CAPACITY -- PSF GLASS IAMB CAPACITY - PSF GLASS LOAD CAPACITY - PSR v Tru l i GLASS GLASS GLASS GLASS GLASS GLASS GUS GLASS GLASS GLASS GLASS GLAD GLASS GLASS GLASS • NOMINAL AIMS. 'A' 'Al' 'B' 'B1' 'C' NOMNAL Dims. 'A' 'Alt 'B' 'B1' C. NOMINAL DIM. 'A' 'At' 'B' 'BI' '`.s QtA89&dLv1-It0A8t»IJi�NB' D.L.O. DLO. EXT. (+) EXT. (+} Exr. (+) EXr. (+) Exr. {+) D.Lo. D.L.O. EV. (+) EXT. (+) EXT. {+) EXT. {+) W. {+) D.L..O. D.L.O. EXT. (+) EXT. {+} EXT. (+} EXr. {+) EXr. {+) hWPoh AruBt wr WOTH HEIGHr 94T. { ) INT. (-) NTT. (-) INT. (-> W. {-) vamti HUGHT 947. {-) INT. {-) INT. (-) INT. (--) wr. (-)I WIDTH 1•iE1GHT WT. (-) INT. {-) INT. (-} INT. {-} INT. {-) • 00 20' 70.0 80.0 100.0 100.0 100.0 20' 70.0 80.0 100.0 100.0 10x1.0 2w 70.0 80.0 100.0 100.0 100.0 DE FAIRWAY EACH.DMVF, L$3 41 DE�1ElD BF.AGH,FL 33441 2s° 70.0 e0A 100.0 took 100.0 2$' 70.0 80.0 100.0 100.0 100.0 28' 70.0 80.0 100.0 100.0 100.0 P.804.432.8132 1 1 954-724-2083 32' 70.0 80.0 100.0 100.0 100.0 32' 70.0 80.0 10D.0 100.0 100.0' 32" 70.0 - 100.0 100.0 100.4 38" 70.0 80.0 100.0 100.0 100.0 38" 7D.0 80.0 100.0 100.0 100.0 38" 134" - - 100.0 100.0 100.0 PROOtfOT: 44" 70.0 80.0 100.0 100.0 108.0 44' 70.0 - 104.0 100.0 100.0 44' - - 100.0 100.0 100.0 50" 68" 70.0 80.0 100.0 100.0 100.0 50" � - - 400.0 100.0 100.0 50" - - 99.8 100.0 - Resistor 56" 70.0 800 100.0 too.0 1011.0 501" - - 100.0 100.0 100.0 20' 70.0 80.0 100.0 100.0 100.0 3100 62" 70.0 80.0 100.0 100.0 100.0 82" - - 100.0 100.0 100.0 28" 70.0 80.0 100.0 100.0 100.0 STOREFRONT WALL-LMI 68" 70.0 - 100.0 100.0 100.0 $8" - - 100.0 100.0 - 32' 140" 70.0 - 100.0 1010.0 100.0 72" 70.0 - 1 100.0 100.0 100.0 20" 70.0 80.4 100.0 100.0 100.0 38' - - 100.0 100.0 100.0 20" 70.0 80.0 100.0 100.0 100.0 2$" 70.0 00 10 .0 100.0 100.0 0.4 44- - - 100.0 100.0 100.0 Resistor 26" 70.0 80.0 100.0 100.0 100.0 32" 70.0 80.0 100.0 100.0 100.0 P B O D 9 97 6 e n t e 8 32" 70.0 80.0 100.0 100.0 100.0 38" 70.0 80.0 100.0 100.0 100.0 WS 38" 70.0 800 100.0 100.0 100.0 44" f04- 70.0 - 100.0 100.0 100.0 L 1}ATEJI2E11/20,/15 LlROMEOATE TO 2014F8C 44" 70.0 80.0 100.0 100.0 100.0 50" - - 100.0 100.0 100.0 50- 74 70.0 80.0 1000 100.0 100.0 Be - - 100.0 i0ok 100.0 56" 70.0 $0.0 1000 100.0 took or - - 100.0 100.0 100.0 H2" 70.0 - 100.0 100.0 100.0 20' 700 800 100.0 100.0 1000 NOTE: E EFAr �••• �( •• ••• GLASS CAPACITIES ON THIS SHEET ARE • • Be - ^ 100.0 100.0 100.0 28' 700 000 100.0 10011 100.0 •• • •••••• •: 72" - - 100.0 100.0 400.0 32' 70.0 80.0 100.4 140.0 100.0 BASED ON ASTM El 300/04 (3 SEC. GUSTS) AdultteNt3lIdl Eir�g9®'INC. ••• 20" 700 800 104.0 140.0 100.0 38' 110" 70.0 800 100.0 100.0 Imo C'�.lR d EONSIXTAMP • 28- 700 80.0 100.0 100.0 100.0 44' 700 - 100.0 100.0 MCA •W SW 124'P*Vf.Sq.205A• • 32" 70.0 00.0 100.0 100.0 100.0 54- - - 100.0 100.0 104.0 •••• M 306V.PL 33!83 •• • �D.L.0. D.LO. •••... • 38" 70.0 80.0 100.0 100.0 I=0 5$' - - 100.0 100.0 100.0 Iwm I WDTH • •P:cyAII� •• • •• •gRig�R1CY. ••• :• � 44" 80- 70.0 00.0 1 .t.{CYm 00.0 100.0 104.0 $2' - - 97.5 100.0 - • • X • 50" 70.0 80.0 100.0 100.0 100.0 20' 700 80.0 iQD.O 100.0' 104.4 • • • ••• •• 70.0 - 100.0 100.0 100.0 28" 70.0 800 100.0 . 100D 100.0 05 •�� • Ytl'iNG 1R1let:R�, 82" - - 100.0 100.0 100.0 32- 70.0 80.0 100.0 100.0 100.0 J •••• � FI$TgAT10lS i•• •i ;1 • $8" - - 100.0 100.0 100.0 38" 116" 70.0 - 100.0 100.0 100.0 p T) 4+ A ?Van- 70.0 72" - - 1004 100.0 I 100.0 44' - - 100.0 100.0 100.0 20" 700 80.0 100.0 100.0 100.0 50" - - Una 100.0 took -10 26" 700 80.0 100.0 100.0 100.0 56" - - 97.9 100.0 97.9 32' 70.4 80.0 100.0 100.0 100.0 58-3/+" - 94.6 100.0 - o IF 0e� 3g" 70.0 80.0 100.0 100.0 100.0 21V 70.0 00.0 100.0 1000 100.0 44- 70.0 80.0 '100.0 100.0 100.0 26" 700 80.0 100.0 100.0 100.0 50" 86" 70.0 - 10" 100.0 100.0 32- 0 700 80.0 100.0 100.0 100.0 `. 9:r 58" '70.0 - 100.0 100.0 100.0 38" 1 70.0 - 100.0 100.4 1000 PRODLICI' a '�'°- fNkl: Be - 100.0 100.0 100.0 44' - - 100.0 100.0 10(L0 JAN 6ar - - 100.0 100.0 100.0 50' - - 100.0 100.0 100.0 72' - - 10011 100.0 100.0 20" 70.0 80.0 100.0 100.0 100.0 paol)UCT RPVISGU 20" 70.0 800 100.0 100.0 took 26' 70.0800 100.0 100.0 1 G GA) as complying math tho Florida • de 2$ 700 80.0 100.0 100.0 100.0 32- 128" Dept g e N " 70.0 80.0 100.0 100.0 100.0 pcccptaMce 110 -® 26 32" 70.0 80.0 100.0 100.0 100.0 38" 70.0 - 100.0 100.0 100.0 B Cron Date 38' 70.0 80.0 100.0 100.4 100.9 44" - - 100.0 100.0 1010.0r 4 4- 70.0 80.0 100.0 100.0 100.0 50' - - 100.0 100.0 100.0 6 Sian ode PrOdOct L I1tTD1 • 92- 50' 70.0 - 100.0 110.0 10D.0j" 5s" - - 100.0 100.0 100.0 $2" - - 100.4 100.0 100.0 DRAWN:S.L DRAWING No. $s' - - 100.0 100.0 100.0 STEP 2: GLASS LOAD TABLES 72" t---==10m0 100.0 - DAT£: 9-22-t1 3, OF 13 aWG: AD11-21 ,1w'*-Tru1ite JAMB/MT MON LOAD CAPACPtY - PSF dAMB/MULLION LOAD CAPAcrry - PsF ®LASSAALUMN %WrHOUT INTERMEDIATE HORIZONTALS WITHOUT 1NTERM OIATE HORIZONTMS JAMB `a, JAMB 12' JAMB 'J!' JAMB 'JS' http tAwvw.hulite.com NOMINAL DIMS. MUIJ, 'M!' blUld, `M2' MULL 'MS' NODIINNAL DIMS. MUIJ. ')!Sl' MULL '12' biETil, 'M3' 800 FAIRWAY DRIVE,Stat•200 EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) W. (+) DEERFIELD BEACH.FL 33441 WIDTH (W) FRAME HEIG,4ff INT. (-) INT. (-} Mr. (-) WIDTH (W) FRAME HEIGHT >M (-) INT: (-) "t. (-) % � p.90043 2-11132(L VA-724.2083 24" 80.0, 100.0 100.0 24' - 100.0 100.0 m 30° 80.0 100.0 100.0 30° - 100.0 100.0 = r PDQ 38" 80.0 100.0 100.0 38" - 100.0 100.0 42" 80.0 100.0 100.0 42' 108' - 96.0 98.0 Resistor 48" 78" 80.0 100.0 100.0 48' - 87.1 87.1 3100 54" 80.0 100.0 100.0 54" - 78.9 78.9 80" 80.0 100.0 100.0 6o" - 72.5 72.5 vn w1 W2 STOREFRONT WALL-tMi 88" - 100.0 100.0 68" - 67.8 67.8 W1 + W2 72" - 100.0 100.0 24' - 100.0 100.0 WiDTti {W) = W1 (.L41v19) WIDTH {W) = 2 VA'f esisi or 24' 80.0 100.0 100.0 W. - 100.0 100.0 PRODUCT VERlas 30" 80.0 100.0 100.0 36" - 98.2 98.2 36" 80.0 100.0 100.0 42" 114" 85.4 85.4 REVN DATE/REM RKS 42" 80.0 tOOA 100.0 48" - 76.0 78.0 11 20 15 UPDATE TO 2014FOC 48" 84" 80.0 100.0 IO9A 54' - 69.0 69.0 54" 80.0 100.0 100.0 80" 83.5 63.5 80® 80.0 100.0 100.0 24" - 100.0 100.0 ENCINEE: ••• •• ••• 8g" - 100.0 100.0 30' - 995 99.5 0••0 i •••• •• i20" MOV EW1NEE{'t�G,1�1C. ••• 72" - 7fl0.0 100.0 38" 83.8 83.8 CJl�1��iG��-T�4T• • 24' 80.0 100.0 100.0 42- - 72.8 72.8 30" 80.0 100.0 100.0 48' - 84.7 64.7 •• ••• 86oi8Vif 124Tti{tyE.WE.205.0� • 38' 80.0 100.0 100.0 54' - 58.8 60.0 • 1> • e - 306 27 1 •• ••• 42 80.0 740.0 100.0 80" 53.8 60.0 ••�• �� JAMB Ji JAMB J2 JAMB J2 •• •• • •• ••• 48" 90" 80.0 100.0 100.0 24 - - 00.0 a a a a a 54" 77.4 . 100.0 100.0 30" - - 60A Jnr • • STEEL REINFORCED STEEL REINFORCE(} STiAAtP� • • 80" - 100.0 100.0 30" 128" _ - 80.0 (OPTIONAL) • •• i• �l1PIN0;�j�•� 68" - 100.0 100.0 42" - - 60.0 • -.AOMD�.IiEC.Ilatcc s • 72" - 100.0 100.0 48' - - 60.0 �. • • 24" 80.0 100.0 100.0 54' - - 80.0 f''- •• • A- 30' 80.0 100.0 100.0 24' - - BOA Q 3g" 80.0 100.0 100.0 3D° - - 60.0 42" 80.0 100.0 100.0 36" 132" - - 60.0 48" 98" 72.8 100.0 100.0 42- 64" 66.3 100.0 100.0 48' - - 0 4! 60" - 96.8 98.8 24" - - 80.0 t y7 " - 90:9 90.9 3d" - - 60.0 Q a` 72" - 88.4 86.4 38" - - 60.0 PRO d !?ROVAL: 138" `"s ;s:•.t' 24" - 100.0 100.0 42" - - 60A JAN 20 2015 3d' - 100.0 100.0 48- - - 60.0 MULLION '%!' MULLION V2' MULLJON 'US' MULLION 'M3' 36" - 100.0 100.0 24" 60.0 ALUMINUM REINFORCED STEEL REINFORCED STEEL REINFORCED PRODUCT REVISgD (OPTIONAL) as comPlydnB With the Fiorida 42" - 100.0 100.0 3D" - - 60.0 Building Code 48' 102" - 99.5 99.5 38' 144' - - 60.0 Acceptam No of r 54' - 904 90.4 42" - - 80.0 Bapiralion Data ► D°�di 60' - 83.3 83.3 48" - - 57.6gy 66" - 77.9 77.9 Miami ade Product t[Oi i4 72' - 73.7 73.7 i DRAWN:S-L DRAVMVG No: STEP 3: MULLION LOAD CAPACMES JDATE:9-22-11 Lt, OF j OWG: AD11-21 -ok • rNTER6AEDIATE HORIZONTALS V Tru ■� �/ ,TAMB/MULLION LOAD CAPACITY - PSF JAMB/MULLION LOAD CAPACITY - PSF Ql.AS8iAt.1A9NUtASOWT W WITH 04TERIAMIATE HORIZONTAL$ WRH TNTERIEDIATE HORIZONTALS irtgrJhvYwihuBtecan IAMB 'J1' JAMB °I8' JAMB 11' JAMB '32' NOMINAL DIMS. MULL 'M1' MULL 'M$' MULL 'M9' NOMINAL DIMS. MULL'M1' 1dULL`M2' MUIJ. -No- � 800 FAIRWAY DRIVE,Suft 200 FL 33441 EXT. {+) EXT. (+) EXT. (+) EXT. {+) EXT. (+) EXT. (+) u P. 1&21t�OWM-22033 VADT14 (1'i )FRAME H13GW INT. (-? INT. (-) Irlf. (-? WIDTH (W) FRAME HQ INT. (-) [Nr. {-) INT. () 24" 80.0 100.0 100.0 24" - 100.0 1x0.0 30" 80.0 100.0 100.0 30" - 100.0 100.0 PRODUCT: 36- 80.0 100.0 100.0 36" - 100.0 100.0 42" 80.0 100.0 100.0 42" log„ - 94.7 94.7 ReS1StOC 48" 78' 60.0 100.0 100.0 48' - 62.9 82.9 w1 W2 3100 54" 60.0 100.0 1000 54" - 730 73.7 W1 STOREFRONT WALL-LMI 60" 804 100.0 100.0 ee - 663 86.3 W1 + W2 66' - 100.0 1 o0A 68" - 60.3 60.3 WIDTH (hV) W I (.FAAd B) WIDTH (W) = 2 ;�s �y 72" - 100.0 100.0 24" - 1004 100.0 4Mesi motor 24" 804 100.0 100.0 30" - 100.0 100.0 PRODUCT Benlee 30' 8D.0 100.0 100.0 36" 94.5 94.5 MN DATE/REMARKS 36- 80.0 100.0 100.0 42" 114" - 81.0 89.0 . 11 20 15 UPDATE TO 2014FBC 42- 80.0 1 100.0 100.0 48" - 70.9 70.9 48- 84' 80.0 1 100.0 100.0 54" - 63.0 63.0 •• ••• yy' 80.0 100.0 100.0 60" - 56.7 60.0 • • •••• • EN EER: • 60" 72.1 1000 100.0 24" - t00.0 100.0 •••�•• 77* i• 66" .. - 97.3 97.3 •••••• • 100.0 100.0 30' LM" �1�tl 72" - 93.9 Sae �" 120" - 81.1 81.1 M"AKGINEEQIN%INC. •: 24" 80.0 100.0 tO04 42" - 69.5 69.5 �lW Nsuer,�1T 30" 80.0 100.0 100.0 48" - 60.8 60.6 124TH��.• --:Do* • FE.205A... • 36" 80.0 IMO 100.0 54" - 54.0 60.0 •••••• ••• *• 42" 80-0 100.0 1000 80' - 48 8 60.0 •••s•• 90" SO' - - • •Ep1 aiGY 6 gtg8g 78.6 100.0 100.0 24" 60.0 JAMB `Ji' JAMB 'J2' JAMB 'd2' 068 :. 54- 69.8 100.0 100.0 30" 00.0 STEEL REINFORCED STEEL REINFORCED OAMFA;•• + • • g0" - 87.0 97.0 313" - - +' 096 •• 60.0 (OPTIONAL) •• !Y1 F.E':. .• • 126" 'FLORiDN. 66" - 88.2 8&2 42" - - 60.0 7`'.PEI 83 72" - 80.9 80.9 48" - - 80.0 Ct 1 18677 2$" 80.0 140.0 100.0 54 - - 60.0 4 30- S0-o 100.0 100.0 24" 36' 80.0 100.0 100.0 30" - - 80.0 42- 78 9 100.0 100 0 38" - 132' BQO 48" 86' 69.0 100.0 100.0 42" - - 600 r 54' 61.4 93.7 93.7 48" - 60.0 1��,1. fits.t^ 60" - 134.3 84.3 24" - - 80.0 10, 72* 66" - 76.7 76.7 30" - - 80.0 .. PRODUCT CONTROL''A`PAROYAL: 72' - 70.3 70.3 36" 136" - - 80.0 24' - 100.0 100.0 42" - 6" *M3' 2 0 2015 30" - 100.0 100.0 48" - - 60.0 UUMON 'M i' 34UI,LION `312' 1dUI.LION `M9' ltf[3LLION '343' 60.0 ALUMINUM REINFORCED STEEL REINFORCED STEEL REINFORCED as compC'f REt+t5he 38- - t 1.a 100.0 24" (OPTIONAL) Building i�ti$1+ith itie Nlortda 4.2- - 100.0 100.0 30" - 80.0 ccpa Code 48- 102' - 92.9 92.9 36n t44" - 60.0 Accepta�tceNt Fat tion Dotty b4- - 82.6 82.6 42- - - 60.0 60- - 74.3 74.3 48" - - 55.2 !3y MieD�i Product Cotte e 66" - 67.6 67.6 72" - 61.9 61.9 DRAWN:S.L DRAWING No: STEP 3: AhULUON LOAD CAPACITIES DATE: 9-22-11 5 ®F 13 D1YG: AD 11-2 DOOR MULIAON LOAD CAPACITY - FSR' trulite NOMINAL DIMS. REINFORCING REINFORCING 'TRULIiE' DOORS 'f92UL1fE' DOORS WIDTH (W) FRAME HEIGHT EXT(+) / INT.(--) EkT.(+) / Off.(--) SEE SEPARATE NOA SEE SEPARATE NOA GLABBrSALtlIII51lJ�A8OltlTION9s 30" 87.0 87.0 mpJh+ ,Iru&0.a m 3$" 87.0 87.0 ` / 800 FAIRWAY DRVVF,Sulte 200 42` 87.0 87.0 ( \ I DEERFIELD BEACH,FL 33441 �t " \ I / III \ i = p.800.432.81321 L954-724.2083 48° 87.0 87.0 _ � . , 54` - 87.0 w PROOUCr 1 80" - 87.0I \ III // I 30' 87.0 87.0 - I L - _J Resistor 36" 87.0 87.0 W1 W2J. Wt WfJ:;:_�fW2 Wt 3400 42" 87.0 87.0 85-1/4" STOREFRONT WAIL-LMI 48" 84.5 87.0 WIDTH (W) W1 + W2 ASEE NCHOR HOA WIDTH (W) = 2t + ¢2 54" - 87.0 2 60" - 87.0 <,r Resis or 30" 87.0 87.0 PRODUCT BURIES 36` 87.0 87.0 'TRWJTV DOORS INTERMEDIATE REVN DATE/REt4PRKS 42" 80.7 87.0 SEE SEPARATE NOA HORIZONTAL 11/20/15 1)PIIATE TO 2014tBC 91-f/4 48" - 87.0 54` - 87.0 •••. 60" - 87.0 = ENSNEEi • •• ••• 30" 87.0 87.0 I \ •• • •••• ••• 36" 77.8 87.0 w MOPINSINE'ER1P>GANC. 42" 07-1/4-/4" 66.7 87.0 CileWV4GmQQN$ LTANT'• 0. • ..: 48` - 87.0 I / I .0""124TH tI .ST�.205A • • 54" - 87.0 / ••••MIAML�331eti •• ••• •••••4P.305-2714113 •• of 60" - 79.1 .. AtC9Fyt�� •• ••• lYt VI2 �� • 30" - 87.0 • 38" - 87.0 WIDTH (W) m W1 + W2 STA�AfP•• YIP ai ,: :• •is 42 102" - 87.0 •• .,v . •'. - 48" - 87.0 .:", O.tiii i'Bb 7 `. 54" - 79.9 60" - 71.9 S.i r.... 30` - 87.0 - ' I ,r 36" - 87.0 r•ti r;r 42" - 87.0 t„ 108.. 48" - 79.3 1Z 54` - 70.5 '• v!i,1 s•3.'•;`. •. PRDDUCT t3}Nl1RbL,0pRovAL• 6O` - 63.5 30" - 87.0 JAN $0 2015 36` - 87.0 PRODUCT P„5VfSrU 42" - 77.1 as complying Hilae the Florida 48" 114" _ 67.5 Building Code AcccpUaneo No UM 54` - 80.0 O ration Date 60" - 54.0 g 30" - 87.0 DOOR MULLION DOOR MUUAON M patSeFftaluct Irc}t 36" - 77.1 W/4 REINF. W/ ALum. REINF. 42" 120" - 66.1 48" - 57.8 aRAYM:S.L. DRAWING No: 54' - 51.4 STEP I MULLION LOAD CAPPACITIES DATE s-za-11 ®� 13 60" 1 - 46.3 OYlG: AD 11--21 ru �i e OLABS&ftWW IAB 801UTIOkB' htgrJAwww.tnl�.cant 800 FAIRWAY DRIVE,Suite 200 p.8W4�8132if.854 T242ts83 3 D DOOR MULLION LOAD CAPACITY - PSP DOOR MULLION LOAD CAPACITY PSF DOOR MULLION LOAD CAPACITY - PSR DOOR MtJLI30N LOAD CAPACITY - PSB DBEACH,Fl 33449 AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR W= TRANSOM AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM � WITHOUT WITS WITHOUT WITH wrl'BOUT WITH WITHOUT BITH PRODUCT: NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIME. R1;INPORCM RED,IFORCING moll vaom LENM L mni w.(+) off.(+) ?AM" WIDTH LEWIrr UMTH ExL(+) QR(+) rf4Y'n1 wDIH tQam LEK M W.(+) MU.(+) vnDti'1.1 VADTH Li:t m LEMTH aCl:(+) E .(+) (wt) (W2) (A) 0.) IN6(-) W(-) (W1) (Yn) (A) P INT-(-) INr.(-) (WI) (w2) (A) (Ll INT.(-) W.(-) (WI) (W2) (A) (L) IW4-) wr.() Resistor 30' 78.3 87A 30' 42.1 72.9 30' 87.0 87.0 3tY 48.7 84.3 33' 75.0 87.0 33" 40.5 70.1 33' 87.0 87.0 33' 46.9 81.2 ��Q® �. 38' 71.9 87.0 S, 36' 39.1 67.8 so, 38" 84.2 1 87.0 �, 36' 45.2 78.2 STOREFRONT WALUMl 39" 69.0 87.0 39' 37.7 65.2 39' 80.8 87.0 39' 43.6 75.5 42' "A 87.0 42' 3&4 .1 63.0 42' 77.8 87.0 42' 42.2 73.0 48' 81.7 87.0 48' 34 59.0 48' 72.2 87.0 48' 39.5 88.3 < �ResiS$®Fp 54' 96` 120" 02' 57.6 87.0 54` 32.0 55.5 54' 90' 96` 67.4 87A 54' 37.1 64.3 P R O D U O T 8 E R l E 8 98' 1 90' 114" 30' 710 87.0 ' 37.8 63.4 30' 83.4 87.0 30' 43.7 T5 8 33' 86.3 87.0 33• 36.5 63.2 33' .1 87A 33' 42.2 73.1 R DATE/RFAIAIIKS 72. 36' 60 870 72' 36` 35.3 69.172. 38` 770 $7.0 �. 38' 40.8 70.7 11 20 15 UPDATE TO 2014FBC 39' 83 3 87.0 39" 34.2 59.1 39 74.2 87.0 39 38.5 68.4 42' 61.1 87.0 42' 33.1 57.3 42^ 71.4 870 42' 38.3 66.3 48` 57.1 87.0 48' 31.2 54.0 48" 86.9 87.0 48 31 02.5 ENGMR: 54' 53.6 87.0 54' 1 62.7 87.0 54 34.1 59.f 30" 62.6 87.0 30` 73.8 67.0 30 40.6 70.3 • • 33" 60.0 87.0 1 33• 70.8 87V 33" 39.1 67.7 NICYENGWEEgMIRC. 6(r38' 57.7 87.0 Q 36" 68.1 87A 60" 36' 37.7 X65.3 G1�4L4�SULTApj,, .' 60' 0W4W • 85 5 87.0 39' 38 5 63.1 9247H 2O3A .. ... W. 55.9 87.0 �� ••••• • • 42' 53.5 87.0 42` 63.1 87.0 42' 35.3 61.0 • bfl m.rL 33,03 48" 49.8 86.2 46" 56.9 87.0 48` 33.f 57.2 .•••P 3O5.27�1.011 0• •• �� 98" t08' 467 8Q8 54' 551 87.0 54' 31.1 53.9 • £roaAldC9f �PlLnU 90• tut` ••• •• •• 30' 58.5 87A 30' 66.6 87.0 30• �• t20' 36.3 82 9 ST"•60 6�r4C,i !!p 0 •• ••• 33' 54.4 87AIT 33` 64.1 87.0 33' 35.1 60.6 • •'`' • FW r• 38' 52.5 $7A 72• 36' 61.9 87A 36' 34A 58 9 •• P'"Ytp Ilcvl w"�e •• • • • •••..fjidA RE6ss�t'tION' • £�.5 87.0 39' 33.0 57.0 • .w • .PE`. S$g83 • 3g• 50.8 87A 39 '• -�,'• • t,�'s •.•• ••• DOOR MULIdt7I9 DOOR MULLIOPi 32.0 553 CA . *9• 42' 49.0 84.7 42' S7 8 87 0 42' 48` 43 9 79.4 W/O Rim. W/ ALUM. REM. �. $4 2 87.0 48' 30.2 S21 .i ••• ;f,;:.i t •, • s.. ••• 54' 43.2 74.8 5$ 1 510 86.4 .01 ••• • N -: I" 30` 50.9 87A 30" 59A 07.0 33` 48.9 841 _ 33' 57.1 87A :' .. 36' 47.1 81.6 0• 38' 55.0 870 BD` 39' 46.4 78.5 39' 53.0 42' 42' S1.2 87A1ii 48' 40.9 70.8 1 �$ 1 41r 47.8 82.8 r ,,t i m-•'` 54' 44,.9 773 PRODUCT CONTROI APPROVAL, 3w86't14` 45.8 79.3 /311.4 O&S �() ( 30' 90 108, 53.4 87.0 JAN 2 0 2015 33` 44.2 7&5 � 6 � § 33" 51.8 87.0 72' � 42.7 738 t / i 7r 38' 49.8 8&2 PRODUCT 39' 41.3 71.4 { ` I 39` 48.2 83.4 as complying n-r'th the FlwMa 42` 39.9 89.142*{� !_ 42' 46 6 a�7 Building epta CN Code 48' 37.5 65.0 48' 43.9 7&0 54` 35.4 81.3 54• 41.4 71.6 iratlon Da1c / s WIDTH (1Y2) wrolH (WI) lvtia Prt>&dc at* DRAWN:S.L. DRAWING No: SPEP 3: MULLION LOAD CAPACITIES DATE: 9-22-11 7 OF 13 OWG: AD 11-21 DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF DOOR MUL230N LOAD CAPACITY - PSF y�� AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR MH TRANSOM AT DOUBLE DOOR WITH TRANSOM WITHOUT WITH WITHOUT WITH 'iT1THOUT WITH WI`mulf WITH G1AM&At.(16lIIS81aQ1.11T*W NOMINAL DI.1~18. REINFORCING RMMORCM0 NOMINAL DIME. IMMORCING REINFORCING NOMINAL DIMS. REINFORCING FXMFOMM NOMINAL DIM$. REINFORCING REINFORCING htlpJlvtww.ttuU�Com WIDTH vr10iH U NGM LENGTH M.(+) EXT.(+) WIDTH WIDTH LENGTH LENGTH EXT.(+) EXT.(+) WDTH W101H LENGTH LENGTH E T.(+) EXr.(+) WIDTH VA DTH LENGTH LERM EXT40 EXT.(+) (1'11) (W2) (A) (I) IM'.(-) INT.(-) (W1) (M) (A) (L) INT.(-) 81r.(-) (Wi) (W2) (A) (L) INT.(-) INT.(-) (WI) (W2) (A)) (L) W-(-) INT.(-) 800 FAIRWAY DRIVE,Sulte 200 30" 87.0 87.0 M. 56.8 87.0 30' 87.0 87.0 30' 55.3 87.0 DEERFIELD BEACH,FL 33441 33' 87.0 874 33" 54.7 87.0 33' 87.0 87.0 M. 53.3 87.0 fb 800.432-813211.KA-724-M �. 38' 87.0 87.0 3v 52.7 87.0 M. 87.0 87.0 60` 36" 51.5 87.0 39" 87A 87.0 39' 50.9 87.0 39' 87.0 87.0 39' 49.7 86.1 PRODUCT- 42' 87.0 87.0 42" 49.2 85.1 42' 68.6 87.0 42" 48.1 83.2 48' fM7 87.0 48" 46.1 79.8 48' 80.7 87.0 48" 45.1 78.1 Resistor 54' 84' 90' 84' 108'77.3 87.0 S4° 43.4 75.1 54" 1 80" 90' 75A 874 54" 1 80' 108' 42.5 73.8 d 30' 87.0 87.0 30' 50.9 87.0 30' 87.0 87.0 30' 49.8 85.8 STOREFRONT WJ41 I.MI 33" 87A 87.0 33` 49.2 85.1 33" 87.0 87.0 33' 47.9 82 8 72' 38" 87.0 87.0 72" 36' 47.6 82.4 72' 36" 85.1 87.0 72" 38` 46.4 80.2 39' 84.9 87.0 39" "A 79.8 39` 82.2 87.0 39" 44.9 77.8 V Resist®r 42" 81.9 87.0 42" 44.7 77.4 42" 79.4 87.0 42' 43.6 75.5 n p R O o v O r a E R 1 E 8 48' 76.5 87.0 48' 42.1 72.9 48" 74.4 87.0 48" 41.2 711 54" 71.9 87.0 54" 39.9 69.0 54' 70.0 $74 1 54' 33.0 67.5 REVN DAWREMARI(S 30" 87.0 87.0 30` 48.9 81.2 30" 84,6 87.0 30" 45.9 79.5 XV. 11/20/15 UPDATE TO 201498C 33' 84.0 87.0 33' 45.2 7&3 33" 81.3 1 87.0 33' 44.3 78.7 �. 36' 50.7 87.0SO, 38' 43.7 75.5 �. 38" 784 87.0 $0" 36' 42.8 74.1 39" 77.7 87.0 39' 42.2 73.0 39' 75.5 87.0 39° 41.4 71.6 •••• 42' 74.8 87.0 42' 40.8 70.6 42" 72.9 87.0 42' 404 89.3 •••• • 48' 69.7.7 57.0 48` 38.3 88..3 48" 88.1 874 48' 37.6 65.9 •• • ,-•,,, S4" 65.3 87.0 54' 42.0 72.8 30` 70.1 87.0 30'3&1 62.5 54" 64.0 87.0 54" 41.0 71.0 35.5 61.4 M(N-ENS1NEtramAc. 30' 79.0 87.0 30' •i• 84 98' 84' 114' 80' 96' 80" 114' GI•�Ei�R WNSULTANT• • • 33" 76.1 87.0 33" 40.6 70.3 33" 73.4 87A 33' 39.7 6&7 _8�N 124TH AME.S'E.205A •• ••e 72• 72" 72 35' 73.4 87.0 38' 39.3 584 " 36' 70.9 87.0 36" 38.5 86.6 ....?AIM ,It 31IN• •• •• 39" 70.9 87.0 �` 38.1 66.0 39' 68.8 87A 39` 37.3 64.6 •••••P:306271A11Z •• •.• 42' 68,5 87.0 42' 3 64.0 42' 88.4 87.0 42" 36.2 62.7 7.0 ••• � •• ••• waMr MG • 48" 64.2 87.0 48' 34.9 80.4 48` 62.5 87.0 48" 34.3 59.3 STRAIT:• •.. �j`A,�r •• 54" 60.4 87.0 54' 33.1 57.2 54" 58.9 87.0 54` 32.5 $6.2 • `A,Pli4G ��•.e„ •• ••• ��y�� 30' 70.0 87.0 30" 39.3 88.1 30' 67.8 87.0 30" 38 7 66.9 • K 1 GISTRATJON • • 33" 67.3 87.0 33" 38.0 85.7 33" 65,2 679 'M° • •-_71" •• ••• 37.3 64.6 •�:"' • PE: 4;�• "• • C.A .•288x7• 60" 36' 64.8 87.0 60' 36" 36.7 X63.4 60• 36" 62.9 67.0 38' 38.1 62.4 •• 0 39` 62.4 87A �' 35.4 81.3 39" 60.7 67.0 39' 34.9 80.4 42" 80.3 874 42` 34.3 59.4 42' 58.7 $7.0 42" 33 8 58.5 48" 56.4 87.0 48" 32.2 55.8 48' 55.0 87.0 48' 31.8 55.0 54' 59.0 87A 54' 30.4 52.0 54' 51.7 87.0 54' 30 0 51.9 84" 102` 84" 120" 80' 102' 80" 120" 30 82.8 87.0 30" 35.1 60.8 30" aD.7 87.0 30" 34.6 59.7 33' 60.7 87.0 33' 34.0 58.8 33" 58.7 07.033.4 57.8 33" '.tf�ii'•¢1"'�'' `� 72' 38' 58.6 87.0 72, 36' 39.0 57.0 36 58.8 87.0 .72., 38` 32.4 5&0 39` 58.7 87.0 39" 32.0 55.3 39" 55.0 07.0 39' m.4 54.4 PRODUCT CONTROL APPROVAU a2" 54,9 87.0 42" 31.0 53.7 42' 53.3 87A 42' 305 529 JAN 20 2015 48' 51.7 87.0 48' 29.3 50 0 48' 80.2 87.0 48` b8.9 50.0 ISM 54' 48.8 83.9 HL .__ _ 54' 47.5 02 2 PRODUCT RIi(h as coniplyin8 a�itt►tke Ilietida Birilding Code - AcceptMwe No 02 HY i4tiami` Ede Product ConEr+'i'm foR-\ ! /_ J DRAWN:S.L DRAWING No STEP 3: MULLION LOAD CAPACITIES DATE: $-22-11 8 �� ,�� 1v10TH (W2) VADTH (Wi) DYdG: AD11-21 jokTr !i � te 90i1tiI0k8" ANCHOR LOAD CAPACITY - PBP "THOR LOAD CAPACITY - POP au19e g ALU1.@1>iM h1AJAvvnLI)M .calal ur.(+) & INT.(-) EXT.(+) 00: KQ-) NOMI<YAL D1M5. ANCHORS TTP$ 'A' TYPE 'B' & 'C' NOMINAL DIMS. Al=oR8 17PS 'A' TYPE'8' & 'c' 800 FAIRWAY DRIVE,SUBS 200 WM (W) FRAME HMW `Ar '0.8' 'A4' '81'/'CI' 'HE'/'C8' WIDTH (W) FRAME HMO 'As:' 18° '0.4` 'Bl'/'CL' 'B2`/'C,2` i DEERFIELD BEACH.FL 33441 24' 1000 100.0 100.0 100.0 1004 24` 100.0 160.0 100.4 took 1005 s tw 0.800.432-81321 L 954-724-2053 30` 1004 1000 140.0 10.0.0 100.0 30' 1000 100.0 100.0 100.0 100.0 36` 100.0 100.0 100.0 W0.0 too.0 36" 92.5 100A 1004 92.9 100.0 PRODUCT: 42' 100.0 100.0 100.0 IOU 100.0 42' 10x• 79.3 100.0 100.0 79.7 1005 48" ee' 100.4 1000 100.0 100.0 100.0 48" 89.4 97.2 100.0 69.7 tnOA 007 Wl 172 Reststor 54" 95.4 100.0 100.0 95.8 100.0 54' 81.7 86.4 100.0 62.0 100.0 60' 85.8 1000 1004 88.2 1 lmo 80" 58.5 77.7 100.0 %A 92A 1NT>1it�tEOWTE H00ZMrALS 3100 66' 713.0 100.0 100.0 783 100.0 24' 100.0 100.0. 1oo.0 100.0 100.0 STOREFRONT WALL-LMI 72' 71.5 100.0 100.0 71.8 1000 3o' 100.0 100.0 100.0 100A 100.0 24" 100.0. 100.0 100.0 100.0 1005 36' 87.4 toOA 1000 87A 100.0 30' 1000 100.0 100.0 100.0 1004 42• 008" 74.9 100.0 iOU 75.2 100 0 *Resistor S8` 100.0. 1110.0 100.0 1 WA 7005 48' 65.8 91.8 100.0 65.8 took p p Oo 0 C T7�eR 1 F 8 42" 100.0 100.0 100.0 100.0 loom 54' 58.3 81.6 100.0 003 97.5 48' 72' 96.3 100.0 140.0 98.8 100.0 Bo' 52.4 73.4 94.4 52.7 87.8 REVN DATE/REMARKS 54" 87.4 100.0 100.0 87.8 100A 24' 100.0 WILD 100.0 100.0 IM0 11/20/15 UPDATE TO 2014FOC 80' 78.7 loon 100.0 79.0 100.0 34• 99.4 100.0 400.0 99.8 1005 68' 714 160.0 100.0 71.8 100.0 36' 114" 82.8 100.0 100.0 83.2 100A 1Yt wl W2 72' 65.6 91.8 100.0 83.8 100.0 42' 715 99.4 100.0 71.3 100.0 • • 24' 1000 100.0 100.0 1 ooA 100.0 48" 62.1 86.9 100.0 02.4 f 00A l71 4 Yr2 • •• •• v�lorH (�v) = vn (JAMB) WIDTH (w) � • .. .... 100.0 1105 100.0 100.0 100.0 54' 55.2 77.3 99.4 55.4 92.4 2 • • • 36' 100.0 100.0 100.0 100.0 100.0 24' 100A 100.0 IM0 _100.0 100.0 A�TMINEFAMR,INC. •• 42' 1000 11X1.0 100.0 100.0 100.0 30' 94.4 IOOA 140 0 94.8 100.0 t LiL'ONStfLTANt • • •. •• 48' 78• 90.8 100.0 100.0 91.2 100.0 301 lam, 76.7 100.0 100.0 79.0 100.0 . t SIN 124- . l7c 20.55 54' 80.7 100.0 100.0 61.0 100.0 42' 87.4 94.4 100.0 67.7 1055 �3• 3• 3, *000 A ••: •• 60' 72.6 100.0 100.0 72.9 1005 46' 59.0 82.6 100.0 59.3 9&8 ��01 88' 88.0 92.4 100:0 66,3 t00.o 54' 52.4 73.4 94.4 52.7 87.8 4, •• •�&�Y�� t ••• :• 72" 60.5 84.7 1000 00 8 1005 24' 60 0 SILO 605 >34.0 80 0 4' •••••lwnv t aan 24' 100.0 1000 100.0 1005 1005 30' 00.0 80.0 800 605 60.0 30 r 100.0 100.0 Soba loan 100.0 36' 1 , solo Salo 00.0 (0.o 00.0 3. STAMP: • i•. • ••• •• 36" 100.0 100.0 100 0 100 0 100 0 42' 00.0 60.0 60.0 800 GOA • • " El,. • • • •, ••• •• 42" 96 3 Hao 100.0 96.7 100.0 48' 58.2 80.0 tom 56.4 80.0 3'tL 3" 3' ' �� '30. 3.48' 84' 843 100.0 100.0 84.6 1000 54' 49.9 60.0 WA 50.2 (0.0 54" 74.9 700 0 tp0 0 75.2 1000 24' 605 80 0 804 844 80.0 7' 7` 7' 1 l0` 67.4 94.4 1004 67.7 100.0 30' 80.0 80.0 605 604 00.0 - 66' 613 85.8 100.0 01.8 sok A 36' 132' 605 00.0 60.4 6oA 80.0 111, CL A2. W. � 3 � 72' 58.2 78.7 100.0 50.4 94.0 42' 605 80.0 601.0 605 60.0 . t= 24' 100.0 lama 100.0 1005 i00A 48" 53.8 GOA 60.0 53.9 60.0AP1�C 0388 TYPBSs SEE SHEET 10 FOR DESCMPf10N r> '. c.•.y c.'' t 30' 100.0 too b 100.0 100.0 I WA 24' 60.0 60.0 wo 60.0 00 0 Bl m (t) A1iC}44R 1YPE �W AT EACH SIDE OF MULIM OR JAMB F ,. s" 100.0 loma 100.0 100.0 1004 M. (0.0 eoA 00.0 00.0 60.0 Cl 1 AND= TYPE C AT EACH SIDE OF MULLION OR JAMB 42" 89A IOU 100.0 90.3 1000 36" 138" WA 60.10 604 00.0 80.0 . . A2 ANCHORS TYPE A AT EA04 SiDE OF MULLION OR JAM$ PRODUCi 00 :ApP�gµ48' 90' 75.7 100.0 100.0 79.0 IWA 42' 56.6 60.0 60.0 58.9 60.0 C e �2� ANCHORS TYPE '8' AT EACH SIDE OF MULLION OR JAMB 54` 68.9 97.9 100A 70.2 100.0 46' $1.3 60A 60.0 51.5 60.0 C2 - ANCHORS TYPE 'C' AT EACH 610E OF MIJU-ION OR JAMB JAN 2 0 2015 0X1' 62S 88.1 100.0 53.2 100.0 24' 005 wo 60.0 60.0 800 . . 0.3 - (3) ANCHORS TYPE AAT EACH 510E OF 1.1ULLtOi+1 OR JAMS 88` 57.2 80.1 IOOA 57.5 95.8 30' 0o.0 80.0 800 60.0 80.0 PRODUCT RRVISND 72` 52.4 73.4 94.4 52.7 87A 38' 144" 60.0 80.0 60.0 800 60.0 A4 - (4) ANCHM TYPE 'A` AT EACH SIDE OF Ti LUION OR JAMB ac complying with the FloTIda 24' 100A 140.0 1105 140.0 100.0 42' S6 2 605 80.0 88.4 80.0 1dAfOMU11 SPACING FOR HEAD AND SiLL ANCHORS NOT TO EXCEED 24' uilding,Code O.C.O C. Accepltutc.140 30" 1000 100.0 100.0 100.0 100.4 48' 49.2 80.0 60.0 1 49.4 1 604 i pItaatton Date 36" 98.3 100.0 100A 98.8 100.0 S 42' 64.3 100.0 100.0 84.6 100.0 [3y e.� 48' 73.8 1004 100.0 74.1 100.0 > mttl ode Product C7ofl7 �j 54` 05.6 91.8 100.0 8J.8 100.0 80` 59.0 82.8 100.0. 59.3 98.8 68` 83.0 75.9 98.5 539 89.8 STEP 4: ANCHOR LOAD CAPACITY PRAWN:S.L DRAWING No: DATE'9-22-11 9 OF 13 DWG: AD11-21 TYPICAL ANCHMS �Tru l ite S£ir ELEV. FOR RLASS&AM IANUM SOLUTIONS' E= DISTANCE 1 BY OR 28Y VASPACING Riip•IAvww.tm4te CGm TYPICAL.ANCH�S wow BUCKS �£ ELITV.am Sl3A�ING ° EDGE G(SIANCE TYPICAL ANCHORS f0!>E f7tSTNVCE EGG ANCE � �FAIRWAY U12N.E,Sf�te 200 SEE ELEV. FOR SPACING DEERFIELD BEACtt.FL 33441 TYPiCAi ANCHORS p WO-432-81321 R W-724-2003 V // METAL STT&tC1U1 d•° SM ELEV. e ° FOR SPACING e a 6 m o I PRODUM. Resistor . 0 - 0 4 1 3100 I > x 2 � . STOREFRONT WALL-LMI RM a it tM 1 1 4 Resister 8 + 6 3 i 1 lAM AIS-DACE COUMY APPRON£b -' !1I PRODUCT a e t3>e a ' SEE SEPARATE NOA ANCHOR if REl✓N DATE/REMARKS MULLIONS SHOWN IN DASHED LINES ARE NOT PART OF '�� ANCHORS EDGE DISTANCE FF }- THIS APPROVAL. SEE ELEY. ( (111/20/16 UPDATE TO 2014FBC FOR SPACWG ' o WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE. L-—— —— -I •••••• •• ••• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �� • ••• •• c AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • •••••• •a• G •• ••• I ( I • s s Mq%rpGINEEKNGiINC. •• ( ( GLAZING sON$ULVAW • _ate • M • 2 • N 124TH AYF,8•TE.2WA •• ••• TYPICAL ANCHORS TYPICAL ANCHORS ..••a'M�.141.33• ••• a P:305.271-Q111 • p .J AT WINDOW WALL SYSTEM: sEE ELEIt. FOR SPACNG ATLTERNATE _WINDOW SHAPES SEE SHEET 2 FOR SWM :a aY •1.4 . 0 4 TYPE 'A'- I/$" DTA. ULTRACON BY 't Cd• (FU-177 KSL FY-155 KSI) TYPE 'D'- 5/16" DIA. ULTRMM BY 'ELCO' (Fu-177 ICS. Fy-155 K58 0 •• Amo* z INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • r �� _ •• ••• 1-3/8" MIN. PENETRATION INTO WOOD 1-3/8" MIN. PENETRATION INTO WOOD • 7�Pt �NrG: • • .; FL;OR`14A. THRU 1 Bl' BUCKS INTO CONC, OR HOLLOW BLOCK THRU i SY BUCKS INTO CONC. OR HOLLOW BLOCK C.&t 28877 .( 1-1/4" MIN. EMBED INTO CONC. OR HOLLOW BLOCK 1-1/4" MIN. EMBED INTO CONC. OR HOLLOW BLOCK 3 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCK 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCK - TYPE 'B'- IX(-- DIA. ULTRACOAI BY `El GO' (FU-177 KSI. FY-1155 M) `e• DIRECTLY INTO CONC. OR NOHOW BLOCK z DIRECTLY INTO CONC. OR HOLLOW BLOCK 1-5/8" MIN. EMBED INTO CONC. OR HOLLOW BLOCK ° 1-5/8" MIN. EMBED IWO CONC. OR HOLLOW BLOCK 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCK ' 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCK f. TYPE 'D'- 5/J 6" DIA. SLID OR SLLE DRILLING SCREIS!S (GRADE 2 CRS) n (, TYPE 'C'- J14 SMS OR SELF DRIL TNG SCREWS (GRACE 2 CRS) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (1t8" THK. hllN.) INTO MIAMI-DADS COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES PRODUCT CONTROL APPRDVAL- �(e INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 6 3 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) JAN $0 2015 ( I ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) . 7 � 1'R()13UCI'N11iV15FU TYPICAL EDGE ANCE TYPICAL EDGE DISIA3dCE eScattplyjngNAIIIIfteFIMMa ]� Badiag coda 4 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO CONCRETE AND MASONRY - 3-1/8" MIN. AccepiartceM INTO WOOD STRUCTURE - i" MIN. INTO WOOD STRUCTURE = 1" MIN. Ea haltopDate r 20r1� INTO METAL STRUCTURE - 3/4" MIN, INTO METAL STRUCTURE = 3/4" MIN. �y 4 d. Miam Dade Product tT CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. e °o a eo e 4 C-90 HOLLOW/FILLED BLOCK AT J MBS rm - 2000 PSI MIDI. a a EDGE DISTANCE TYPICAL ANCHORS DRAWN:S.L ORAYRN�O No. s� ° c FOR SPACING DATE 9-22-11 e10 OF 13 DVIG: ADT 1-21 BILL OF MATERIALS ■ THIS PRODUCT MAY BEI1�STAi 1-ED INSIDE OR OUTSIDE GLAZED »t# qw. pso2rce � MATSM 19"ACMR/RKILU S � Tru S jte I Rti AS M 3t04 amm HEAD/JAN vma ALUM.600-TO TRUM W ASS&AL N�i E 1M48�U11W18y 2 AS REQO. 3102 WWAM VERRCAL/#WR=NTAL A1JA L 8083-48 TRULITE 3 AS REDO. 3103 cum STOP am.8083-16 TRUME itttpJAxwtl.Uttii�.00la F4 AS RM. 3104 SWEM 1UOQX/MtRlM 1 IO AUN. ME-TO TRME SW FAMAY OFtM,Suite 200 4A As R£Q0. =58TEEL tu1A m RamacING sTEEi mR 5/®36 kat 18a DEERFIEWSEACH.PL 33441 6 RAM 1182E SEMNG&=(MUL,IAN.CUSS)WROMEt£R 85+/-8 EPOM 1-1/4'x Ile x 47 LORD P•800'432-61321f 1154'•724'2083 6A 2AffE H820 SMk10 BLACK(9/18"LAU.MA"WROMETEtt 85+/-s EPUM t/2'x 1/+x 4`LONG $ AS lid. Kw WEDGE IN QMEr WRD ErER 60 +/-S tTOM - PRODUCT: 7 AS RAO. Mee GUMN 1 FOAM TAPE - H4RTQN 1/4"X 31W 8 AS READ. 995 Gwwe SERM SUCOW DOZY COR m Resistor WOOD BUCK FILLER SEE RCING OPTIONALSHEETS fG P13 1/4-20 x I-1/2'PHO TYPE 23 su 3100 OPTIONAL EYY OTHERS SEE CHARTS ON SHEETS 4 8t 5 @11 AS REQ. STEEL aT OPM SMM 8M fY�36 kd um. STOREFRONT WALL-LMI t �`J 2 1 REINF OPTIONRCINC *Resistor OPTIONAL SESH£TT 4 & 5 PROOIIOT 98WIE8 �-,�f 3 3 3 � a RkYN DATE/REMARKS _ . 11/20/15 UPDATE TO 2014FBC 1 1 it • • 6 6 8 Yj p • • • •�' 1 f a ; ; I ENGDIEER: • '• 00 0: • •• • v ,ale 41:YzNGINEERIN%INC. a — — _— _— _ — L J_d v •M&W124TH AM.STE 205A•• •' vP:3M 1T • 7 $ 7 8 8 T Wit:t�C r:al ••• :• a D.L. OPENING D.L. OPENINGALTERNATE JAMSCAN a v DESIGNED $Y �EER OF 8E ;=T.Y^�� '.,:=1;+ • • ••. •• •• ti' • • • _ a BASED ON MANUFACTURER GUIDE LINES. 10=s� SILICONE SEALANT EXTERIOR a ;;'.. ;/. � t DOW CORNWG 790 OR EQUAL. ca17 RECOMMENDED SEALANT DEPTH MIN. & MAX. SHALL BE HALF THE SEALANT M TTH.aw FRAME W 7H CAP MIN. & MAK SEE CHART BELOW SEE CHART BELOW HFI MIN MAX REINFORCING REINFORCINGOPTIONAL RFaNFO OPTIONAL, MAX.H QP11oNat E 1 oPnDNAt E2 oPnoNAt EZ SEE CHARTS 2 SEE CWIRTS 2 SEE CHARTS 60` 3/16" 1-1/8' ON SHEETS 4 & 5 ON SHEETS 4 & 5 ON SHEETS 4 & 5 72" 1/4" 1-1/8" f i 84" 1/4" 1-1/8" PRODUCT COpNpIS�R IL APPROVAL- ale 1-1/8" JAN 2 0 2015 108` 3/B" 1-1/8" 120` 1/2" 1--i/8' 0 3 PRUQLlCTRL•'Y11SII1? ns comm fying with the PIDTIda Building Cade MAX FRAME. MAX. GAP AT Acccp1mce Na,1111;!!1I WIDTH EACH SIDE EN iTati011 Clans 30 FT. 1-1/8` _ B 60 FT. 1-1/8" — 1►liariuctCoLljLd -- — — — — — — — — DRAWN:S.L D1tAWING No: 4 t t DATE: 9--22-11 11 OF 1 DWG: ADI 1--21 H� <>Tru lite L NO. OF ANCHORS AT DOOR UULLM GLASSSAIJAMUMf�OluTIONB" MULLION w/0 MULLION WITH ANCHORS iw p QVV tWvJAmwv+.Wft.com [;O�R AT FDL LTE AT DOOR AT FOS. LITE AT DOOR _ e 2 3 3 2 ` I am FAIRWAY DRIVE,Me 200 2 DEERFIE.LD BEACH,FL 33441 \ F — �� y 800.432.61321 L 954-724-20133 (tit It flat Its) -'' PRODUCT: �.� c / JA�71 cResistor 3100 i' f STOREFROtYt Wi4LL-t_Mt — .—————— 4Resisfar� PROCUOT genius 1 t MIAMI–DADE COUNTY APPROVED ` I I IMPACT RESISTANT TRANSOM J ` let get III EV. DATE/YEl LTE 11 20 15 UPDATE TO 2014FBC ————————---7 TOTAL AIp. OF ANONORS AT DOOR MUUM SILL m ON WITH —0 0 0 00 11,410:410 KWORCi r..———————— ANCHORS AT FIX LRE AT DOOR AT FOL LITE AT DOOR • It�1 _ —— _ ———_— _ 2 3 2 ENG 5:0b ••• •• •i• —— ——— C 2 3 2 • _—_--_ ....•. c . CHARTS SHOWN ABOVE APPLY TO A13OVE CASES ONLY. MC QtNRB$RVt3,1l11C. ••' GLA2fi&wWNbAXl%ff9 Doll, 124TH 4W.�205A •• 4041 •• •'MIAML FL,31E13 •• •.• :":'g:305-Z/1-01t7 00 s Emeik dlCilE�Y�eeNU+RL •• *00 SEE SEPARATE NOA FOR DESIGN LOAD ToraL No. ANCHORS AT 000R MULLION . l� .. ..: CAPACITY OF DOORS AND DOOR ANCHORS. ANCHORS RTx�xTG a'sle MAG11!•� 'P• • • REINFORCING TYPE AT FSS. LRE AT D0�1 AT FlX UTE AT DOOR OPTIONAL LOWER VALUES FROM DOORS NOA SEE CMTs G OR WINDOW WALL SYSTEM CAPACITY CHART ON sHEETs a TNRu 8 WILL APPLY TO ENTIRE SYSTEM. s ti. -'lt; S:F 0 T. 11.1 hill IC}I nj ------------ �.� 4 . L, I MMI–MADE COUNTY APPROVED IMPACT RESISTANT MOOR G 14 ` i^• t�� " n _ PROOL�T`C(lN{•'�.:nPl?k +rAL: r } JAS! 2 8 205 PRODUCT REVISED r.r—.– —__— _ i / a as comPiYmB with the Flarldg J, ---- �— — Acceding Carlo 110 Ex {Talton DatAcceplaitcaNae TOTAL NO.OF ANCHORS AT DOOR MULLION SILL AY Munni ade Product 1 MULLION wm1 ANCHORS RE REIN CJNG TYPE AT FAS. UTE 1 AT ODOR AT FIX, LTE AT DOOR 9 2 2 3 2 C 2 1 2 13 2 DRAM-S,L DRAWING No: DATE: 9-22-11 12 OF 13 DWG: ADII--21 4.500 -�j.625� �Tru l itp t25 I w/ OLAtMti u13ttutu ti01 IRpHS* 9 � htipJhv►v►vtropteActn t.a5o 800 FAIRWAY DRIVE.Suite 2DO 2.000 ,. Q;)3.750 p.SM-4324132 D21j f.U4-724208CK FL 8 Igo A.HEAD ASSEMBLY PRODUCT: .1'175 2.505 Resistor ® 3100 #3101 - FRAME HEAD/SILL/JAMB #3205 STEEL MULLION REINFOR. STOREFRONT WALUMI c Rssistor •2rJ9 PRODUCT SaRles .500 .750 REVN - DATE/REtuTA= 111/20/18 UPDATE TO 2014FBC 2.759 1.230 3878 •••••• ENGINEER:• • • •• • •• • .750 '115 •••••• ••••• 00000 MIAMI-DADECOUNTYAPPROVEO MC; f31NEERING,WC. • IMPACT RESISTANT DOOR GLAZINg CVNSULTAtjL • **so 875 2505 .120 >I<IYd dTH AVE. .:Go* •••6ww.FL33 3 • •••• #3102 - INTERMEDIATE VERTICAL./HORZONTAL 1 t STEEL REINFOR. OPTION s-aT .•:�• S.INTERM.HORIZONTAL �,u • STAMP: I'slltt ••••• ..... 1.544 `',•�#1��-��d�P�r. • • •vi • •••• 063 1.035 ` `�;tw 28 • .938 754 C.SILL ASSEMBLY > j' L #3103 - GLASS STOP ` PRODUCT W 0 JAMOr PRODUCT IthV1SED H63 - GLUING GASKETas C-131Y1119 With thc Flmj4 3.955 L3alwing code Acceptance too r �rl02. !nit Late 1 HS y .906 � ,530 � .722 Dadc I"cotittCl L't�tif➢Gi� GENERAL NM i. GLASS NOT SHOWN FOR CLARITY. DETAILA80VE SHOWS CONNECTION OF HORIZONTAL FRAM2. FRAME ANI)PAt4tEL CORNERS. INSTALLATION • SCREWS AND ALL METAL PARTS CONNECTIONS TO .500 2955 MEMBERS TO VERTICAL FRAMES.JAMB AND MULLION CAN BE 04 WITH OR WITHOUT REINFORCEMENT,SEE SHEETS 4 THRU 8 Bt=sF.aLeD WITH CLEAR COLORED SEALANT. DRAWN:S.L aRAWII Na: #3104 - SHEAR BLOCK / ALUM. MULLION REINFOR. FOR OPTIONS. QATE--9-22-51 13 OF 13 DWG: ADt1-21 UU 1/8" HEAT STREN`D. GLASS 3/16" HEAT STREN'D. GLASS ` [� m 0 t .090" INTERLAYER .090" INTERLAYER a BUTACITE PVB BY `DUPONT' BUTACITE PVB BY 'DUPONT' Z n 3 1/8" HEAT STREN'D. GLASS 3/16" HEAT STRENb. GLASS W zd N I a SILICONE SILICONE 'a 0 i m DOW CORNING 899 i in DOW CORNING 899 O ° v � y 26 26 to ow g m 7 34 10 IL a O Ot 2` Jkr b \ // U \ // SETTING BLOCKS AT LAM. GLASS LL III pj s w REQD. FOR vaDTHS EXCEEDING 36" ONLY. w L — — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Q w " GLASS TYPE 'GI' GLASS TYPE 'G2' J 0 93 1/8" TEMP. GLASS o • .n 5/16" AIR SPACE i ••• rrj a ••:• •• • �+ • 1/8" HEAT STREN'0. Glass • • 090" INTERLAYER •••• 5 t�i1 L-i •• SAFLEX IIIG BY 'SOLUTIA' • • bL 1/8" HEAT STREN'D. GLASS •• •• 3. M ••• •• •• t7 rw- SILICONE ••• .i m • z m DOW CORNING 899 i••i•i 2 3 Li '0 •• • • • A 4-0 ••• � � 26 ST. STEEL • • '® •�i Lil 1. m METAL SPACER . • • "� • 15 •• • LJ LAM ••: ar F i 4 35 SILICONE SERIES 600 \ / ALUMINUM OUTSWING ENTRANCE DOOR. v \ � SETTING BLOCKS AT INSUL LAM. GLASS � SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. w — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS o SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. -a LOWER VAWES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' - a APPLY TO ENTIRE SYSTEM. •qi T,, ��4sA�{oigwll6>�e DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION i 'rte L- RESISTANCE IS REQUIRED. ^Pr1PROWN >etirvt 0 m 4 ON THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -0jays(1o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY m 0 HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Erige .)A Q."AD ® o ANCHORS SHALL 8E AS LISTED, SPACED AS SHAWN ON DETAILS, ANCHORSHLSE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. py�l ` EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. 70592-...` r ANCHORING OR LOADING C IDITIQtdS NOT SHOWN IN THESE DETAILS ARE t vo D x NOT PART OF THIS APPROVAL. °o m v v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �J drowing no. MATERIALS COME INTO (NCLUDING BUT CONTACT WITH OTOT LIMITED TO SNER DISSIMILAR MATERIALS SHALL MEET THE '/METAL SCREWS, THAT 9,$ L �Z W1 2-08 REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of g O 39 3/4' MAX 76' tdAX. 1u FRAME VADTH FRAME WIDTH (a n I N HEAD & SILL ANCHORS AT STILE ENDS Z j (4) AT 3' O.C. Z � .. 12" 12" Im' Dui MAXMA _ n 5" MAX 5MAX HD HEAD o 0 HEAD/SILL HEAD/SILLSILL U CORNERS CORNERS ggI Iy 5 a iiCfa a 0 Lzu tl II LOCK OPTIONS ==:u===== LOCK OPTIONS -SEE SHEET 7 _ / J%/. SEE,S�IEET \ wao w m a f l,l m aD a (V✓' m :EN m 2 M = h 0 11�� = M\j 2 01w II i� w w to 4 m J 11 to J ti tata ----11 O T1----- X O] \ go \ 11 Q 4 \ 11 / ••• U ••:• \ JI N \ 11 / •• • • O • fl fl ' • v • 0000••\ •I- • •00•11 \ 11 / • Z 11 0000•• L`' � W • • ___�____ ---�___ / c� Q' • 0000 0000 •1 • • / ,......�.,�.t &1 000 0000 B i \ 8 ii \ / CCIiQ 0.00 © r.J ��• 0000 ACTIVE 1 OWACTNE I ACiNE �p • • 0 -0000 o . SURFACE APPLIED a MW SURFACE APPLIED a ' •• • _ �' • FALSE MUNTINS OR 26 15/16' �d Z FALSE MUNTINS OR 26 15/16" 26 15/16" <z DECORATIVE GRIL D.L. OPG io DECORATIVE GRILL D.L. OPG MAY BE USED MAY BE USED NOTE: 37' MAX 37' MAX EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH LEAF VADTH BY BUILDING OFFICIAL 0 (X) (XX) o� DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF n SINGLE DOORS (X) DOUBLE (XX) NOTE: m 2i DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE Ir FRAMEIFAF FRAME E1cr.(+) Wi.{-) FRAME LEAF FRAME tOCT.(+) INT.(- AND FLORIDA BUILDING COMMISSION ;; N WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT BASED ON ASTM E1300-04 (3 SEC. GUSTS) c m m 39-3/4' 37" sa" 70.0 75.076' 37" 96 70.0 750 DECLARATORY STATEMENT DCA05-DEC-219 0 0 m o a c GLASS D.L.D. DIMS. � v D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Enyr JAV � ® � O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" FIA.'PE•' ,558 70p92 0 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 J 3 L b O V drawing no. Jtl�1. 2�1Z W12_08 sheet 2 of g o DESIGN LOAD CAPACITY - P8F 148* o FRAME W0� SIDELiTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) HEAD & SILL ANCHORS cel SIDELrrESIDELITE AT STILE ENDS ao g FRAME FRAME REINFORCING REI RNFO CING i r CLUSTER (4) AT 3" O.C. 0 {- 4) ANCHORS "" Z INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 3" AT HEAD/SILL MAXQ � N 0- 24 70.0 75.0 70.0 75.0 5" MAX TYP. HEAD O In M V 30, 70.0 75.0 70.0 75.0 HEAD/SILL i -� , A ��- - ` SILL cif CORNERS I a Eij 36 82 70.0 75.0 70.0 75.0 t p IL 37 70.0 75.0 70.0 75.0 C 6 a 42 61.7 66.1 61.7 66.1 I 1+ V �M 24 70.0 75.0 70.0 75.0 I I Q m Q a g 3p 70.0 75.0 70.0 75.0 O 36 66 70.0 75.0 70.0 75.0 ti II tt / I 1 \ II 1! 1 1 0 �@� m --JL---- ---L-/ N 37 70.0 75.0 70.0 75.0 111 3 LL •• J p� 42 617 66.1 61.7 66 24 70.0 75.0 70.0 75.0 / ai Tl t 30 92 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63-3 63.3 70.0 75.0 ` = t o ( � l i// I t w j p �/ m U o 24 63.3 53-3 708 75.0 rn / I!� 1 t M n i/ iv-3 J ,a 30 57 8 57 8 70A 75 0 !( t I / I I � d / m o •= -�0 98 Q p --�L----- ----�----- 1 1 W •.• 36 53.1 53.1 70.0 75.0 4 ==---lr----- ----Tt----- I 1 -� n do I u, .' 37 52.4 52.4 70.0 75.0 +i \ �� •� 19• w *00 \ / } AS REINFORCINGREOD. ===�r-=== ___�___= I I / •..• �'' N � W ": SEE CHART i i i i\ i I Sl1EET ••• • N • •• ii II \\ 1 / •••� 3•CO gel •.• 1pel 000 00 ••.• �J co N • 11 IV •Z •.• WACTWE 1 ! ACTIVE • • � � � X a w F. til•rn t- SIDELiTE VVIDTH DOOR FRAME WIDTH FALSE MUNIIN-OR 32 3/4" 26 15/16SURFACE APED " 26 15/16" o DECORATIVE GRILL O.L. OPG. D_L OPG. D.L. OPG `D v MAY BE USED % 3r LEAF MOTH NOTE: SIDELITE FRAME MDTH FOR DOORS CAPACITIES SEE SHEET 2. MAX.SEE MAX S£E CH FOR SIDELITE CAPACITIES SEE CHART ABOVE ART AT LEFT DOUBLE DOOR FRAME VIIOTH0 le �. LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) >� ga WILL APPLY TO ENTIRE SYSTEM. llll ' lily a • #ire. vt Zol�- ' Mlllrei>�r�,el9rol11et v, GLASS D.L.O. DIMS. 0 N D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" m D.LO. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" L 0 a Of o Engr. ;IAVAD AtWD • icm FLA'PC I 70M o I X?j. 353$ NOTE: v m o GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION W12-08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9 0 } 9/16" MIN. TYPICAL ANCHORS EDGE DIST. 18Y OR WOOD � �CK Ld THROVE BOLT EDGE DIco ST. SEE ELEVATIONS WOOD BUCK PENETRATION FOR SPACING WOOD STRUCTURE METAL �I ai '44 - � SEE NOTE SHEET t STRUCTURE M , . • c o . i e. EDGE D EDGE DIST. Z ti 3 _ 1 1 O F 9 Z - F IN Lu 1 {,� O O o � � o < <, o � � a I 1 it s �! O rL I t as a wuj a I + x c = x = 5c i /O/�� yANCHORS A i i 26 2 TYPICAL ANCHORS TYPICAL ANC1 IORS TYPICAL ANCHORS O'c> S + + SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS O "Q G I i FOR SPACING FOR SPACING FOR SPACING O 'a'_ I 7 I 1 2000 _ - Q +W IN f�4- o ------_-----=__ , o co o I ' 1/4- MAX. c { U ) n CONCEALED FLUSH BOLTS 1/4- MAX Z`J SHIM LEVERS AT STILE FACE SHIM GIBY -� 3 WOOD BUCK t � I TYPICAL ANCHORS p� SEE ELEV. 16 ACTIVE LEAF O O (� 0 FOR SPACING a 25 • - V et c _ e'.sn TYPICAL ANCHORS O IL Q Q g f -oilFOR SPACING C °�w Ix W a O Cl W Q wLL t^p wN-- C o J MQ j 25 23 (3EXTERIOR Q w t9 9 O.L.O. METAL LEAF VADTH STRUCTURE U o rn LOCK OPTIONS ✓ � ,n SINGLE DOOR FRAME WIDTH SEE SHEET 7 • • • ••• • • • - �• • • •••••• ` •••• rn ••• 1/47 MAX.• • • }� • •••• •? !--•0 • •• LACK OPTIONS SKIM 000000 In P- • 1/4" iAAX E SEE SHEET 7 • • • M 0 ••• •• •• O o24, SHIM CONCEALED FLUSH BOLTS O CONCEALED FLUSH BOLTS 20Y Ly� dn —_j � •• 3 LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE OR • • •� 71 t'- 9 000 TYPICALANCHORSSEE ` WOOD >�U TUt 0o �•Z} +'�� • FOR SPACING 16 INACTIVE LEAF ACTIN LEAF • • 1 ,�J 7K• •• .�.. to w 26 13 26 - N W rn� La - 24 y LLSa LJ w . : w s 2523 TYPICAL. ANCHORS �a .. 11 1a SEE ELEVSPA co 19 DLO. O.LO. FOR SPACING LEAF WIDTH EXTERIOR _ N � �m LEAF WIDTH vi m � o t DOUBLE DOOR FRAME WIDTH ' Ertgr. .%V {+HMAtjuD s F!'ti PE,p-70592 l� ' , a I CiA td. 3538 c a v s�y�aa l:OLlliM ( • , '6 N V Y J W12- 8 [_DOOR_DETAILS ff''t •- �VIV••�i,�`2 12 sheet 5 of 9 TYPICAL ANCHORS O W SEE ELEVATIONS OR FOR SPACING EDGE DIST. _ _ N •' •. Z CO t Z Z N JJ :. W 6 � IL LLJ 22 0v N j% t] � = O a rn U o cad cf O tai t1 0 2 0 E Q< 5 O 63 I r Ll. z ' o Qw � � • v U co .• • o fggA 00 .• GLAZING OPTIONS REINFORCING .•.... rz {j� [—j ••i SEE SHEET 1 O #12 SMS ( + } t 8 AS REDO. 3 ••.••• i. Y � • 1/4' KAX �/ AND 51'O�C MAX ..•• ¢ �N 00 •4 of so ' F a SHIM 5 •....• �• M •.'..' o o' C, •.• CL Z • 16 • • • cs • c 16 • co 26 13 •. • Q.�J `i • O t 24 RE W im M . t _ — t N 1 / TYPICAL ANCHORS 1-- ti SEE ELEV. W a FOR SPACING .La i 23 14 15 25 p a. a. D-LO. 18 D.L.O. U 4 4A EXTERI©R LEAF WOTH SIDEUTE VADTH DOOR FRAME WIDTH N 0 d N M m 2FRAME � UNIT WIDTH i t i�Nrlj Ae En9r. JAVA()a•fW 7-dl Z C1V1L': PEt/ 70592, o � 11�pumm 4ds!'l�ttf��efj) !t— GAN. X538, - 0 o D a 0 0 0 drawing no. c EDGE DIST. TYPICAL ANCHORS N 2�� PY 1 2-08 SEE ELEVATIONS FOR SPACING SIDELITE DETAILS sheet 6 of 9 v ITEM # PART REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARftS � w co 1 E601 - DOOR FRAME HEAD/SILL 6063-76 - 0 1 2 E602 - FRAME COVER 6063-76 - N 3 E603 - DOFRAME JAMB 6063-T6 - Z OR m J 4 E604 - SIDE.ITE TOP & BOTTOM FRAME 6063-T6 - ul .. 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063-T6 - IL Q a 5 E605 - SIDELITE FRAME JAMB 6063-T6 - d O V 6 E606 - SIDEUTE SUP ON JAMB 6063-76 - a m � 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 1% O IL 7A E625 - LEAF 9' BOTTOM RAIL 6063-T6 - Q t h 8 E605 - LEAF W'STRLP ADAPTER 6063-T6 - o Iu'i 9 E609 - LEAF HINGE STAT 6063-T6 - 0 I> o 10 E610 - LEAF LOCK STILE 6063-T6 - Q a Q O Q 11 E611 - LEAF ASTRAGAL STILE 6063-76 - 0 cv 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - Q W 1%1 o 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG Q 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG Q 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL GLASS) 6063-T6 U o w 16 E616 - SNAP COVER 6063-T6 - A �' 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN ••• � r 00 • ul 18 - AS REOD. SIDEUTE MULLION REINFORCING 6063-T6 - • , • 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. • •• I.I.I r f 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. j • .. LOCKS: 21 FBM 14SS - CONCEALED FLUSH BOLT ROD ST STEEL. SULLIVAN & ASSOC. • • � 1L 1 �` • z N Wa0•• • 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS - ^ � cn n. •• OPTION #1 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS •••••• r �M•� •• ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' 24 - - 3/8" DLA THREADED ROD STEEL - 666660 = Cl J f 25 W11323 - PIE W'STREPPING WOOL ULTRAFAB • • • (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF •f 3 f°7 •• 1/2" DLA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E20618-KN-3020 - BLAB W'STRIPPING SANTOP.RENE EPDM • • oo �r Z}'fm • AT HEAD AND SILL _ 4! THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS 27 � GLAZING BEAD SULK SANTOPRENE ULTRAFAB •• • d_ w. •i LOCK LOCATED AT 42-i/2" FROM 80TTOM 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. •N INACTIVE W ;;:E LEAF 29 E622 - FLUSH SOLI CUP NYLON 2 POINT LOCK ASSEMBLY BY 'INTERLOCK IDSA INC' 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 OLAIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD ANO SILL 33 110 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS t - I- 9 THROW BOLTS ATTACHED 7O LOCK BY 3/8" CONNECTING RODS 34 - 2/ LITE SUITING HLQCK, 1/4" X i/2' X 4" LINIG LpDtd AT 6" FROM EACH ETD, MMMETER 65*5 4 LOCK LOCATED AT 42-1/2" FROM BOTTOM 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4' X 4" LONG EPDM AT 6" Fl;OAd EACH END, DI>ROMETER 6515 .g 0 ACTIVE LEAF ` CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSEI' LOCATED AT 39-1/4" FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON BOTTOM INTERIOR THROW BOLT LOCATED A7 44-3/4" FROM BOTTOM JOINTS AND FRAME CONNECTIONS SEALED NTH SCHNEE MOREHEAD JM5504 SEALANT. in m CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 0 N 1/2- X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL > MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGES: m LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32.X 1/2" FH MS 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART JFD-107 BY SULLIVAN & ASSOC. �� N i INACTIVE LEAF: 3 HINGES PER LEAF Vot. dl ZD �' Ertgr. JAVAD' LO CONCEALED FLUSH BOLTS BY 'SUWVAN & ASSOC.' BOTTOM HINGE AT 10-1/4" FROM BOTTOM CIVEN1/2" X 2" THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4" FROM TOP FLA Pt $'170592 . o ;HEAD AND SILL CENTER HINGE AT MIDSPAN (36" O.C. MAX.) flTMANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH #10 X 1" FH SMS OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM (5) SCREWS AT HINGE STILE LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS (6) SCREWS AT FRAME JAMB drawing no. Wl NOTE: LOCKS MUST BE ENGAGED DURING 2-08I PERIODS OF HURRICANE WARNING. sheet 7 of g 1. 9 t-1.750--1 00 4.000 -�j � � F .078 1 i '•519 �� •394 f }�--.130 � p 1.625 .803 .045 .803 .050 .803 .045 h 3 .625 .078 0 a. 4.031 1.047 I� 7.047 1.172 I W N a. 4.750 U ea tpp iLi O 1�j b-2.062 14 GLAZING BEAD 14A GLAZING BEAD is GLAZING BEAD IL 5/16` GLASS 7/16" GLASS INSUL GLASS JK o IL 010 t DOOR FRAME HEAD/SILL va M 1.507 O w o 4.000 -1.507-4 0 b Q C 7 LEAF TOP/BOTTOM RAIL p Q U. W 1.625 i v 4.719 Jam< 1 .078 .078 Q w 3.719 Z 4.787 .078 1.75D 1.507 Z1 L N 8.250 1.500 -I J 7.537 312 i 4.000 a • • N _ , s LEAF HINGE STILE .062 .. •• 5.344 W •• 11.750- .507 e LEAF W'STRIP ADAPTER ew�p ,• • 4.000 •• • O .094 I - .a o its SIDELITE TOP & BOTTOM FRAME Z ^�• • 1.750 1507 .312 .442 �. j Z . .. 2.081 1.750 329 • • �•M 078 1.584T •••• i �� •� 078 7A 9" BOTTOM RAIL -T t 2 W cn 1�i.812 10 LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET �}750 287 z FRAME COVER 5 34a .078 375 -� W -� r-.687 -� .725 y 1.187 1.507 7.750 2.087 1.574 i25 3.781 �+ •0`� 3.719 .078 .154 z 174.00013 LEAF CLAMP jo 76 SNAP COVER LEAF ASTRAGAL STILE9 aoo HINGE BACK-UP PLATE c N cl 8.281 7.250 t 8 o 1.500 5 O ri.50o .625 r .719 •719 SIDELITE MULLION REINFORCING m c a N s_ .078 Enge_,dAY t).At aUID > N fLA. PE j 7,Q�2 •, i o � 4.000 4.000 4.188 1.625 o o c 078o 0 2.097 1.507 I .078 q:igdrawing no. 4.000--moi ,� LoIL YY 2-os 3} DOOR FRAME JAMB 105 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB sheet 8 of 9 22 22 u w0 o to Z N 3 0 m JJZ a N Q o a IR> 1 U. 4 O z m J °��yJ�r1 Q W � J in m • • (n •" ••• • • • W C � • M • DOOR FRAME CORNER ��. w •. Lm 0*0000 in SIDEUTE FRAME:. CORNER SIDELITE SUP ON .IAMB CORNER ••;•'; • q A �"�4! • ' •• •• rbc p --�� • Z 3m azo • • o v: •�n &c 12 o lot id t i,1 ii m {A { r{ v� 1{ No c rom 2 o N � m m C< FIA PE # 76+92 CAN !,46M o Y drawing no. W12-08 LEAF CORNER sheet 9 of g