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WS-16-437 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253132 Permit Number: WS-2-16-437 Scheduled Inspection Date: March 18,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: RODRIGUEZ, IVAN&VIVIAN Work Classification: Window/Door Replacement Job Address:390 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060135110 Project: <NONE> Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Phone: 305-634-3420 Building Department Comments 22 IMPACT WINDOWS AND 1 IMPACT FRENCH DOOR. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments qot- Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 17,2016 For Inspections please call: (305)7624949 Page 10 of 28 a � r Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 ` x Phone: (305)795-2204 20/ ion• 1 �, Expirat Project Address Parcel Number Applicant 390 NE 102 Street 1132060135110 IVAN 8 VIVIAN RODRIGUEZ Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell IVAN&VIVIAN RODRIGUEZ 390 NE 102 Street MIAMI SHORES FL 33138-2429 390 NE 102 Street MIAMI SHORES FL 33138-2429 Contractor(s) Phone Cell Phone Valuation: $ 17,850.00 COCONUT GROVE GLASS AND MIRR 305-634-3420 ..�_...... . Total Sq Feet: 319 Type of Work:22 IMPACT WINDOWS AND 1 IMPACT FREN Available Inspections: No of Openings:23 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 Invoice# WS-246-58721 DBPR Fee $4.95 02/18/2016 Check#:1403 $50.00 $330.70 DCA Fee $4.95 Education Surcharge $3.60 02/222016 Credit Card $330.70 $0.00 Permit Fee $330.00 Scanning Fee $12.00 Technology Fee $14.40 Total: $380.70 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: certif that oin information is accurate and that all work will be done in compliance with all applicable laws regulating construction ndtherm e,I authorize the above-named contractor to do the work stated. February 22,2016 Autho Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 22,2016 1 Miami Shores Village RECEIN,70 F 18 016 0 Building Department BY- 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 — FBC 20 N BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. 0BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP �//� CONTRACTOR DRAWINGS JOB ADDRESS: I " ZiP,2, City: Miami Shores County: Miami Dade zip: �.�s Folio/Parcel#: &f3.20f "to 13 /0 Is the Building Historically Designated:Yes NO �v Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Z//• � Phone#: Address: /J9.2 `J 4e- r City: 00, -�-/ State: Zip:,-3610P Tenant/Lessee Name: PhoneC Email: // ,� CONTRACTOR:Company Name(�(� ��;'!�/fOV��G✓ S ZA 1/ hone(A'�` Address: .3108 D /1� 4,z T City: State: /� Zip: �1 Qualifier Name",� _ i�/�CSf "Zd Phone#roV r/ 4"7"'L-0�Se?G State Certification or Registr4tion#: / Certificate of Competency#: /7}. DESIGNER:Archite ngineer: G� Phone#4��;1 ;F��qdap Address: � City: G��!!/•d?�l/ State:�,�,zip:, 3.3 g/ka Value of Work for this Permit:$ Square/Linear Footage of Work: 31f Type of Work: ❑ Addition �9 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: iA111 CW - Specify color of color#hru tile: Submittal Fee$ �d Permit Fee$ 33Z ' CCF$ SU CO/CC$ 0 Scanning Fee$ �' Radon Fee$ �t• f S DBPR$ `'�. Cf S Notary$ Technology Fee$ Training/Education Fee$ 3' Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ��' (Revised02/24/2014) 1 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. , "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT'IN YOUR PAYING TWICE FOR IMPROVEMENTS TO' YOUR' PROPERTY. 'IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceed/ng,$2�00,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu • `Signature ' OWNER or GENT CON CTOR The forea6ing instrumeDj wal acknowledged before me this The foregng instrumenLww acknowledged beforg me this day of 204& by _day of 20" ,by fid/ � B�l�/rslrGZ. ,who is ppersonally known to l w o is personally kWW to me or who has producedb !("1 U/u �'� as me or who has•produced as identification and who did take an oath. ' identification and%vho dad take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Si Print: d � •Print• e�ayeV �°.•••••,4+ OI.ORUICOTO° . ' a4ta'; o QLORIACOTO Seal: * * MY tX OMISSION i1 EE 13MI Seal: • * MY(X MMISSION t EE R!W, EXPIRES:July t2,2017 � EXPIRES:July t2,2017 �9jeor� ~ 8ondedYtrruBudgetNtrEsryBeiv�s ''�aa,�, Bonded'mroBN�eryS�,ri�es ************************************************************************************************************ APPROVED BYPlans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1 Property Search Application-Miami-Dade County Page 1 of 8 Ulm , Address Owner Name Folio SEARCH: 390 ne 102 street Suite Q Back to Search Results PROPERTY INFORMATION Folio:11-3206-013-5110 Sub-Division: MIAMI SHORES SEC 1 AMD Property Address 390 NE 102 ST Miami Shores,FL 33138-2429 Owner IVAN A RODRIGUEZ&W VIVIAN D Mailing Address 390 NE 102 ST MIAMI SHORES,FL 33138-2429 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 312/0 Floors 2 Living Units 1 http://www.miamidade.gov/propertysearch/ 2/4/2016 Miami-Dade Official Records-Print Document Page 1 of 1 May to mit-33 9 DR 186122 ,. trasarrf a.a fi0 is huge �# .%wlo flit. I'i dar oI May A 111. itr90 RETWO 1 JOSEPH I.J. LODGE and RUTH J. LODGE, his wife �i nt she cauney of Dade in flip SreeO o/Florida roan ies of lhr fine/sed. and IVAN A. RODRIGUEZ and VIVIAN D_ RODRIGUEZ, his wife of th0 Cannty of Dade in the Cray of Florida .•hose fust office add"S. is 390 N.E. 102nd Street, Miami Shores, Florida 33138 • .I� parrjl.es of the soca-1 trod. !I li r That ehp said pan ies` of the Ii-1 Port. for and in-cooff"10arean Of the *son of TEN AND OQ/00 f 8001?�"Ihatt' to thein haad patd br the aced pen ies of the en-enrl pad.ila•coc.iAl�Iso►pof is y acln+eu.t I, wooed.ha ve pra itod. fousposaed.and sold to the said pert ies at the soca-1 pad. their fin' and nasions faretmr. 0160 falleudito dewriw land. sifnate.and in-inn in the Cannot?of Dade Shoo of Florida is oMt } Lots 1 and 2, Block 38, of AMENDED PLAT OF MIAMI SHORES SECTION NO. ONE, according to the Plat thereof as recorded In Plat Book 10 at Page 70 of the Public Records of Dade County. Florida. I; SUBJECT TO Taxes for the year 1990 and subsequent years, ii Applicable zoning ordinances, easements, restrictions, reservations and limitations of record. , �' +eeesms a a w= 11011T. MOM. —X-1-1500—ft Irapa+Qnne Room 101010111111SO drI tlra 81CRARD V. i a sort +^► °wut' / �ry� C 1; Asst the said pan ies of ir.1 pen do herehit fulty warr"tte flip stole to said land.and will defend Ilse same aaaeits# the lawfuf Afts—of all persons whosnsaotmr , The Said part ies of the first pars ha ve horpunto sot their hands and soak the day and year first ahare awitfen Signed. s )aud delA•emd,A rho presence of 0 t:lo GSE TATE tM FUMIDA, 1- I 011UNTV trF DADE I HBREST C:F.R-I-t Fv th.1 rut this dar, before tor. ton officer duly aatborimd to fit.. Slaw .1orewd and to dw C: ..1, .1.+ sad tw t+he arka—bldtaorats, prrwoaily *Pw4r-A JOSEPH I.J. LODGE and RUTH J. LODGE, his wife to sae baten to hr the p.-mm a dewnbed is and who raKu/t•d for Iere1111160R ifmmvjwm sad theyarkasatktaRea beta"the that they easeuted the same . WITNESS my%atd Ind adfleisf sat is the Cea-y and Stan Itnt day at May A. D. 19 No .�= of Florida ?at.opnona—w 1010" Y[W.LAitlR1N.Attnn.ry or for lav �•�,i�� e�~•�} y N!l temaseaee Fwd Atwstr �7 Alrpttl pole.F7atWa$?t?a hUps://www2.miamii-Weclerk.Com/OffiCialRecords/PrintDocutnent.aspx?QS=MwKnucJT... 2/4/2016 CFN:2016007 BOOK 29950 PAGE 2211 DATE:02104l2 16 12:05:23 PM HARVEY RUM CLERK OF COURT,MIA-0ADE CTY NOTICE OF COMMENCEMENT A RECORDW COPY MUST BE POWED.ON THE JOB WM AT TES OF FIRST EC-10N PERMIT NO. TAX FOLIO NO-//-30V4 '101-3'*1 #49 STATE OF FLORIDA COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives rxfca that IrMI)MamenN WM be made to cs tsin 1 real T vpwty,and in ac wrdance with Chapter 713,Fiar>da Sl*utes,the failov+ring int+matlon is provided In fids Notice of Coaurtenc wMt. Thk Notke of Conva ume»tstaId be regarded at The CIMk of Cneds MMmMdeCowdyRnarder Conoco sa East 22 MAI MMSb"t lot Fk ww.Mlael,FL 3312E 1.Lao description of property and street/address: 2.Description of Improvement: 3.Owner(s)name and address: vG Z .» Interest M property: Name and address of fee simple titleholder: 4.Contractor's name and addreas:L*gfe !� ST ir O ti Surety:(Payment bond required by owner from contractor,if any) Name and address: Amount of bond$ 6.Lender's name and address: 7. Persons with the state of Florida designated by Owner upon whom notices or otha documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes. Name and address: S.in addition to hl+mself,Owners designates ttue k4waft pemon(s)to receive a copy of ft faenor's Notice as provided In Section 713.13(1)(b),Fiodde Statutes. Mame and address: S.Expiration date of this Notice of Commencenervi: (the expiration dete is 1 year from*thl a date of recording unless a different date Is ecftd) f0 r Print Owner's:Name ^" Prepared b � �� Y Sworn to and subsc ad-befo �Wdlsi clay of 20 Notary t=urfsa" Print Not�.0lfiACMD tary's .••.. My melon expos: (Sealy *W tCldlst M t EE 8W! F)PiFtE+-ady f2,2D17 6 �a 61brarl+ T �Board BUW4ESS CERTIFICATE OF COMPETENCY 0000177167 COCONUT GROVE MASS a MHOM :f • D.B.A.: VA JLL1AM Is Mftd under ilw WWADI ns of Chmp*10 of .p"Cwy YAM# O CTUCyao scat usiness Tax: Hoc e-i- _ .M��mr_-�C�ad`e Cot�ni�, y:Stt�itt� �"o� `Florida LB, T yTNIS IS NOT Bt4 t N07 PAY. } . . 4579932 cacoluul�cLt�o G ASS- Coag Sit "EMBER 3t>w, 20'16 3�).?&41 St. 29 MW 14�ttttst 6e displayed at pia ft of lx wAbss' .:mAml fL X31.42: Pet rsyatit tO Cotliaty Ccsde. �. a . ':� .,.Ch pterlTA�Art.9$t1ty. , OWNER . SEC.TYPE OF OUSINIE t PAYMENT RECEIVED. C000NQT.GROVE GLASS&.?ARROR 214 RETAIL SALES. BY TAx.COLLEL7oR C�R>s $82.50 67/29/2015 Employees) 1 l ECHECK'A 5-158943 This I swneo Tf�x Reoe on odimwms paymm of im Llmal Baslom Tax.The Raceme is aM a lioensa, perattt'ar.a cerSifadonof�eladder 61111181 ifieaftn to do bkdiiem Nolaecmm cam*jop m r goyeramaatel .or 1-> ra�rdrrrhich'applq�t�business. '. fkh REC1 t NO a6ovrmost be a on ali Daniel it w les-lAia i-Casa Coag Se��-278 For .... vitt NOW'. Rec pt f Mlamt -Dade Couhty; State off: i ©ri`d� f NIS IS`,IVOT4 SILL -;:�NOT PAY 1•�15�36 tausntes inu►l�iLaeArxtt EXPIRES • COCONUT GROVE G1A5S A11tROft CORP: .:R�NEN�AL `.:SPTEI66 30,.ZQ9:6 . 36£0 I�Nt 41 S7': ZOZ10 9 y t1AusL be iJtsplayed at piaca- buslnes:o AAIAMI-F[331.42 ''Pursusirt:to f;;otfnty Code t21apter.8A ArG:..&10 SBC.TYPE OF BU 12th OWNBri l�iiN PAYMENT RBCEMD .196 SPECIALTY BU DING Gt}NTit/CCTOR .. COCt)NiJf GROVE GLASS&MLRI20R _:.BY TAX.COLL@CTOR' CORP 000017767 07/29/2015 Worker(s) .2 ECHECK-15-15f943 This Loco)BasilmssTak Recei 10*ceafixnm payment iD1 ft L Business Tax.The Bepeint is not a Ikease, permit,ora cardBcatloa oftbe 's. one, do Hormm yvrkli any gel ar r►�orel tagtaatary laws: .�rir�aiHe vritioh appt'to the basirteas. ...' Tie tPT No.a�re,nasl be a��yea oa all camneroial Iredisies— Dade>�sa-,z7s. . For mme.hdorms8oa,vI* m Oda Miami-©ad Coo ty;:State of Rolida lli�.l5 NOTA 91LL i D0 NOT`PAY,:: . Wm:aooarrr67. BUSINESS.NAM E/LOCATION RECEfPT N0: EXPIRE-S... oavurccssM ` SEPTEMBER.:30, 2016 '•7473265 3660 WV41 5f Pureu tto Coultty Code MIAML;FL 33142 - 8e 10-24 OWNER TYPE OF BUSINESS PAYttENT RECEIVED COCONLIT(�IEtLA5S&MMR SVC1AL.lY8UI1DIN000N77tACil7R. BY TAX COLLECTOR LBT, cow 175.00 09/30/2016 0237-15-000976 lwsracelptisrx+tWid inthetdlowing MwWPdldmAvatuM DXd,HdOD!I.YaY BISGW'a, MWd trdaM L418mt Lake%FWmsW 8W.Pirrawest.Sum►y lslasBeach,Towfraf0Aer Bay. liarmareirdorrrfretan.AsIt AeOORHCERTIFICATE OF LIABILITY INSURANCE 1012012015 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: N the car ificate holder Is an ADDITIONAL INSURED,t1w policy(les)must be endorsed. N SUBROGATION IS WAIVED,subW to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer tights to the cerNt(cat0 holder in lieu of such endorsement(s). PROMM NSI Insurance Groupt 305-556-1488 X242 FAX .305-556-3680 181 Northwest 154th Suite 230 iatrrd Lakes FL 33016 ACORIM s AFFORDING COVERAGE Nws INSURERA:FCCI Insurance Co 10178 HOKUM :ftsco Insurance Company 25011 Coconut Grove Glass A Mirror Corp. c: Ins Co of Florida 34932 3660 NW 41 St IMHURER o:Torus Specialty Insurance Company 44776 Harrrd FL 33142 mss• rINVURERF: COVERAGES GIRTIFICATENUMW ER:1032142080 REVISION M 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. 9 TYLE OF USURANCE Awn A LJWTS B X COMMERCIAL GYRAL LIABILITY N WPP12WrAW 4120/2015 44211=6 EACH OCCURRENCE $11owlaw q,AkMSmxx L^�OCCUR a $100,000 MED EXP are $5,000 PEmxxN L&ADY ftuRY $1,000,000 GENL AGGREGATE UWTAPPLIES PER: GENERAL AGGREGATE $Z000.0w POLICY a ip& ❑LOC PRODUCTS-COMPIOP AGO 000 000 OTHER: ow MT $ C AuTomosam Lawry N 415MSM1480 4120t2A15 4r2WM6 $1000 m X ANY AUTO BODILY INJURY til ) $ �D BODILY INJURY(Per went) $ X HRED AUTOS X AUTOS $ D UMDRISAA LIAR I X I OCCUR N 76085JI51NJ 412 015 4rAD=6 EACH OCCURRENCE $1,000,000 EXCESS LLAS rl CLAMMkMADE AGGREGATE $1=,00D D I I RETE $ ALSA ILIT WORIGIRSCOMPENSA7101Y 001 VA-wC15 =7 3/1/2015 3!112016 X R AM EMPLOYERS' ANY PROPMETOPJPARTNER�RIYE Yin N MIA E.L.EACH ACCWeNT $1,000,004 ( yy In NH)N 0 El-DISEASE-EA EMPLOYE $1,004,OOD tr das«me TIONS below E.L DISEASE-POLICY LMINT 1$1 004,000 DESCrtlPTM OFOPBRAT I LOCATIONS IV (ACOFM 101,A RBUNMM$Chedu*maybe alb s mMJe s to raq*eM Contractor License RI000017767 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miarri Shores Village ACCORDANCE WITH THE POLICY PROVMtON& 10050 NE 2nd Avenue Miarrd Shores FL 33138 A ATnre ®1988.2014 ACORD CORPORATION. AN rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD ACCPRe CERTIFICATE OF LIABILITY INSURANCE 31812016 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 cwdflcate holder is an ADDITIONAL INSURED,the policy(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 endorsemen s. PRODUCER CONTACT NSI Insurance Group PHONE 305-556-1488 FAX •305-556-3680 8181 Northwest 154th Suite 230 Mianri Lakes FL 33016 ADDRESS.info@nsigroup.org INSU s APFORDING COVERAGE MAIC o INsuRERA:Wesco Insurance Company 25011 INSURED 656 INSURERB.Mapfre Ins Co of Florida 34932 Coconut Grove Glass&Mirror Corp. iNsuRERc:FCCI Insurance Co 10178 3660 NW 41 Street INSURERD:Torus Specialty Insurance Company 44776 Miami FL 33142 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:686795392 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. ADUL POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER LBNm3 A X CoNiMERCIAL GENERAL LIABILITY WPP126072300 4202015 480/2016 EACHOCCURRENCE E $1,000,000 DAMAGE TO RE CLABN WADE 5- OCCUR PREMISFS $100,000 X Bpd a_gy MED EXP(An ow arson $5,000 X WikenConbyd PERSONAL&ADV INJURY $1,000,000 GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 RPOLICY ElJJEECa7 F LOC PRODUCTS-COMP/OP AGG $2,000 000 OTHER: $ MBINED SIRMn1IUr-- , , B AUromoaILELIABILITY 41SM60012512 3118016 3112017 swk $10000 X ANY AUTO BODILY INJURY(Per person) $ AUD SCWL?D - BODILY INJURY(Per acddaM) $ HIREDAUTOSANOO�MNED accts PERTY CAMAW- $ $ D UMBRELLA LAB OCCUR 76085J151ALI 4802015 4802016 EACH OCCURRENCE $1,000,000 X EXCESSLIAB CLAM-MADE AGGREGATE $1,000,00D DED I I RETENTION $ C wommoc om WC16JN42367 3/18016 3112017 X I SETARTUTE I I EORTM 00 EXCLUDED? ANY PROPRIETOWPARTNERIEXECUfIVE YIN - AM NIA E.L.EACH ACCIDENT $1100010 OFFICERIMEMBER (MUNIE Ory In NH) E.L.DISEASE-EA EMPLOYE $1,000,000 Uyn dac a under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEWLES(ACORD 101,Additional Remarks Schedule,may be aftwJ"I more space Is required) Contractor License#000017767 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores FL 33138 A REPRESENTATIVE ©1888-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD narrm and logo are registered marks of ACORD M M1AM1-DMADE MIAMI--DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Street,Room 208 130ARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 " NOTICE OF ACCEPTANCE (NOA) yaMmiamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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)an&or the AHI(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 100"Aluminum Single hung Window-LALL APPROVAL DOCUMENT: Drawing No. W09"08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (I..M.I.)", sheets 1 through 6 of 6, dated 02/12/09, 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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logq.Pity, state, modellseries, and following statement: "Miami Dade County Product Control ApproV d", uUme3thenAw•;• noted herein. •• •. •. RENEWAL of this NOA shall be considered after a renewal application has bcre'ri wedanAheF has bepri � .. no change in the applicable building code negatively affecting the performance ofi'jj product. TERMINATION of this NOA will occur after the expiration date or if there ha's•baon�a revisi0000.. on or chan19••. in the materials,use,and/or manufacture of the product or process.Misuse oftltig:4M as aif8naersemenT• .00000 of any product,for sales,advertising or any other purposes shall automatically WmMate this NOL. Failure • to comply with any section of this NOA shall because for termination and removarol%OA. • ADVERTISEMENT: The NOA number preceded by the words Miami-Lade County;•>GH'da, �Q4...; followed by the expiration date may be displayed in advertising literature. If amp pclttion of 148 NOA is displayed,then it shall be done in its entirety. '' INSPECTION: A copy of this entire NOA shall be provided to the user. by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.14-0317.02 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.E. " NOA No.15.0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.1.4-0317.02) 2. Drawing No. 'W09.-08,titled"Eco-Guard Series,100 Alun. S.H. Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/12109,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: l)Uniform Static Air Pressure Test,Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 14-0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced.Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-•1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.0?) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 0004 2)Cyclic Wind Pressure Loading per.13C,TAS.203-94..••0 0006:8 along with installation diagram of a 106•-1h"wide x 76" hij�rWO-G 1 Series-100•. ....* aluminum single hung window, prepared by Hurricane EliPM ring & ' &ting ]nc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed .sealed by Candidd V.- Font P.E. (Submitted uAles WDA Ne.VV D224.812•• 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-";••; 2)Uniform Static Air Pressure Test,Loadin a XBC,T•A�•202-94• • 3)Water Resistance Test,per FBC,TAS 20 -94 : 0000:0 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 20244 0 0• ;•,..; along with installation diagram of a 53-1/4"wide x 76"high ECO-Guard.881"es-100' 0 aluminum single hung window,prepared by Hurricane Engineering&Testing lnc. Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09.0224.07) Ma P.E. Product Co ro aminer NOA No.15.4406.12 Expiration Date: April 08,2019 Approval Date: July 02,2415 . E-1 Eco Wiadow Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(corr wuEn) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-j/4"wide x 76-1/4" high ECO-Guard. Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08.2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted Lander NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM B1300-09 A. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray Butaciteg PVB Glass Interlatyer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC45'"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 Report No. FTI-7635, issued by Fenestration Testing Laboratory,Inc.,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.14.0317.02) . *00*00 3. Proposal issued by the Product Control Section dated 0`daOt3 sigpeci,by Jaime," Gascon,P.E.,Product Control Section Supervisor. : '••• fees** (Submitted under previous NOA No.14-0317.02) • 4. Laboratory compliance letters for Test Reports No. • HETI-09=6k ••• • •• HETI-08-21660, HETI-08-2168 and HETI-08-2170, Ali.JS$ued tg gurricanl.0 Engineering and Testing, Inc., dated 12/29/10, signed and wdodby Ca'"F. Fee,•;- P.E. ...... (Submitted under NOA No. 09-0224.07) •• • 0 0 ...... G. OTHERS •• ••• • 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems,LLC for their Series "Eco-Guard 100" Aluminum Single hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel P.E. Product Conti Ex iner - NOA No.I 40012 Expiration Date: April 08,2019 Approval Date: Judy 02,2015 E-2 T MIAM PD DE MIAMI DADR COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sft=4 Room 249 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 .NOTICE OF ACCEPTANCE (NOA) www.miamidadeeovleconomv 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(AHI). 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. Outswing Casement Wdw. ' (L.M.Lr, sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06123/15, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 11RNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA.is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages I.I and B-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.Il. NOA No.15.0406.10 Expiration Date: May 19,2022 Approval Date: July 02,201s t Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuararay Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. MapaTr rea,P.E _ Product Ck!trqfgxamjaer NOA No.15-0406.10 Uplratton 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 Sth 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. (S`ubmYfed under NOA No..11-0309,06) 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 05102/13 and expiring on 05/19/16. Manuel P .E. Product ControQ9zaer NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 MIAMI-ME MIAMI-DADS COUNTY ' ! PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadv.gov/pera/ ECO Windows Systems,LLC 7955 NW 77h Ave Miami,FL 33166 SCOPE: This NOA is.being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed e ed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in P 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 meat the requirements of the applicable building code. q pP g This product is approved as described herein,and has been designed to comply with the Florida Building Code PY g including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No.W12-68,titled"Series 600 Altura Outswing Entrance Door(L.M.I.)", sheets 1 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.;bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. 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 Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types G 1 and G2 are limited to.090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090" Solutia int etlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted Herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change-in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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.Chauda,I':E. NOA No 12-0402.03 IAM-DADSCaU Expiration Date:July 19,2017 Approval Date: July 19,2012 �lv 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 1 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 S)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 and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc.for their"Butaciite®PVB interlayer' expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.;5 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 by PERA. Ishaq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 r _ MIAMryr� fr} COUNTY,FLORIDA was t � CONTROL SECTION DEPARTMENT-OF REGULATORY AND ECONOMIC RESOURCE <N a 80 S1Y 26 Street,Roocn.208 BOARD AND CODE ADMINISTRATION DIVISION ?{� i ;p `�86j 31S-2590 F(786)315-2P9t 3CTUI CE OF ACCEPTANCE {NOA}. wvvt�.m!OmL 9e,,aovleeanomy 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(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 AI-IJ(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 ABJ 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 Hunicane Zone. DESCRIPTION:Series"ECO-Guard Clipped"Aluminum Tube Mullion-L.M.I.. 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, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami'-Dade County Product Control Section Approval stain with the Notice of Acceptance number and Approval date b the Miami—Dade pp P � pin' Y County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, pity, state, series,and following statement: "Miami^-Dade County Produef Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if theta has been a revision or change in the materials, use,andt 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 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 consists of this page I and evidence pages E-I and B-2,as well as approval document mentioned _ above. The submitted documentation was reviewed by Jaime D.Gascon,P.Lr. _ NOA No.14-052916 M1Att oj°' `Sv�v % �, Expiration Date: October 23,2019 MMUSAU1 NOW Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVA NCE D A. DRAWINGS 1. 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 Engipeering & Testing, Inc., Test Reports No.'s HET148 2192B and HETI-08-2166C, both dated 01/15/09,signed and sealed by Candido F.Font,P. E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS,202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. , C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC Sth Edition (2014), prepared by Ai Farooq Corporation, dated 05/45/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). X. 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 SURMITTED F. STATEMENTS I. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 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 liability company, active and organized under 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 HETI-08-2192A, 2192A, HETI-08-2192%2192% ITI-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 06/04/08, signed by Manuel Perez,P.E. G. OTHERS 1. None. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.I4-0529.16 Expiration Date: October 23,2019 Approval Date. October 23,2014 E-2 MecaWind Std v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 1/29/2016 Project No. R0317 Company Name : COCONUTGROVE GLASS & MIRROR Designed By EDWARD LANDERS Address : 3660 N.W. 41 STREET Description IMPACT WINDOWS & DOOR City . MIAMI Customer Name IVAN RODRIGUEZ State : FL. Proj Location 390 N.E. 1902 ST., MIAMI SHORE File Location: C:\Users\dirops\Documents\RODRIGUEZ.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 = 2.068965 12 Slope of Roof(Theta) = 9.78 Deg h: Mean Roof Ht = 22.50 ft Type of Roof = GABLED RHt: Ridge Ht = 25.00 ft Eht: Eave Height = 20.00 ft OR: Roof Overhang at Eave= 1.00 ft Overhead Type = Overhang Bldg Length Along Ridge 63.00 ft Bldg Width Across Ridge=e= 58.00 ft Gust Factor Calculations Rigid Structures - Gust Factor Category I Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis 0000 Zm: 0.6*Ht = 13.50• • 0000 ft • • 000000 0.17 lzm: Cc*(33/Zm)^0.167 = • • • • Lzm: 1*(Zm/33)^Epsilon = 581.29 It • �•• •• •• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92•••••• • 00 0.00.0 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89000:00 • • • 0000•• Gust Factor Summary • • •00000 Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 •000 0 00000 0000•• •• • ••••• Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi 0000•• •••0•• •00.0• • • GCPi : Internal Pressure Coefficient = +/-0.1$ 0 0000• Wind Pressure on Components and Cladding (Ch 30 Part 1) •00.0• • • 0000•• to • 0000 • • j' Roof not/4 , shown . 5 4 , Walls a GaRpt- <e•:;4.14 a .All pressures shown are based upon ASD Design, with a Load Factor of .6 `g9111iid0Pl Width of Pressure Coefficient Zone "a" _ = 5.80 ft Description Width Span Area Zone Max Min Max P Alin 8O®`,��Y•�G•• �` . �`e ft ft ft^2 C�Cp GCp p PSI!sf a v e MKS. 'B,C,D,E' 2.00 5.00 10.0 4 0.90 -1.10 47.74 56.58 ` • .. ®'0.-S/ ON A\- %% MKS. 'B,C,D,L' 2.00 5.00 10.0 5 0.90 -1.40 47.74 -69.84 MKS. 'A,A1' 3.13 4.29 13.4 4 0.88 -1.08 46.84 -55.58 MKS. 'A,A1' 3.13 4.29 13.4 5 0.88 -1.35 46.84 -67.85 MARK 'F' 3.05 5.25 16.0 4 0.87 -1.06 46.30 -54.98 MARK 'F' 3.05 5.25 16.0 5 0.87 -1.33 46.30 -66.64 MARK 'Dl' 2.83 6.75 19.1 4 0.86 -1.05 45.76 -54.38 MARK 'Dl' 2.83 6.75 19.1 5 0.86 -1.30 45.76 -65.44 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.11 Qhcc:.00256*V^2*Khcc*Kht*Kd = 44.20 psf 0000 •••••• • •• •eee•• • 000.0• • • • 0000•• • • •ee•e• 0000 • ••••• 000.0• •• • ••••• •• •• •• • 0.00.0 • 0000•• • • s •e• • i•eeei •• tt%III&I®IIILA I O 01 ,�`,�P•AGE •• ®, w s 11' • pe f . W peI®III®ae�ea�°® 56 1/4 38 1/4 :31. .-1/4 MASONRY OPENING MASONRY OPENING MASONRY OPEN'S 3/8 55 1/2 3I8 p TOTAL WINDOW UNIT WIDTH (Y 3/8 37 1/2 3/8 3/8 37 3/8 EY N WINDOW WIDTH WINDOW WIDTH 27 3/4 2710 -d 3/4 WINDOW W. WINDOW W. d [0 m O W N e m i [A � No Q I.—I ro Jul r X \ 19 E9 Q E9 L7 `\ L7 = E'0 LL Z = i `` z 4 4 � I- W L9 4 4 d 13 W \`\\ W 19 m l Q N d N W 2 \d O N = a \\ s \d IL N W z 2 Ur l].' r � r ` r ° r = ] 3p CQ mr r 50 / N Iz r LL Ill z In O to Z to 0 / In z Ill O Z Z „ N / _ Q z 4 4 Q //// Q z 4 S S} ••• •• • O ll 0 .•.�.. U EO �i40 000•.0 ...• • co 3 7 3 3 0000 • 0000 • O � m ••�••� •• 0000 of 04 fee* AO ELEVATION IO-REQ'D, ELEVATION Z-REq)D,O O ELEVATION 1-REQ"D. ;••;•; • A 1 • • 0 ••00 1 ST. FLOOR 5-REgb. 2ND FLOOR (ELaRES8) 1 ST. FLOOR • • i• • • • • 0000 2 (_W LIVING ROOM 1 @ BEDROOM #2 (H.R.) LIVING ROOM •• • •• • Z Q DINING ROOM 1 @ BEDROOM #3 (H.L.) • 1 @ KITCHEN 2ND. FLOOR 5-R.q'D. N W S 2 MASTER BEDROOM j P] 2 Qa BEDROOM #2 ul til 1 Q BEDROOM #3 p Q O LL[Y � N Z O W d Q r ECO WINDOW SYSTEMS, LLC. SERIES °EC13-13UARD100" ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 500E ECO WINDOW SYSTEMS, LLC. SERIES 5 W I N ALUM. IMPACT SINGLE HUNG WINDOW IN WHITE ALUM. OUTSWING ALUMINUM CASEMENT WINDOW IN WHITE "ECO-GUARD CLIPPED" 1" X 3" ALUM. WALL Z W FRAME WITH 5/16" CLEAR LAMINATED IMPACT GLASS FRAME WITH 5/16" CLEAR LAMINATED IMPACT GLASS TUBE CLIPPED MULLION _FINISH Z O - N.O.A. 15-0406.12 N.O.A. 15-0406.10 N.O.A. 14-0529.16 LA D Q W .� •••�G S •• ®® , m v � • N .+ • EDWARD Afff) =-ANDERS, P.E. s • ,,'''' •,' �IBULTINO ENGINEERS U�D 0BBO N.W. 148BTREET ►{(/`/�j SUITS 809 ••C��' ,� MIAMI LAKES FL 33016 �, • • •e.�`�®ems P.E.#038398 $HEFT NLIM®ER 0 TEL: (305)S23-3935 ,�i1 1,11110 N P®%00000 FAx: (305)823-9355 O F 9 O � N d' m Ql W ILI 38 1/4 1 9 7/8 373/4 Q � 1 m MASONRY OPENING M.0. MASONRY OPENING J UJ , X L'1 19 Q 3/8 37 1/2 3/8 3/8 1 9 1/8 3/8 3/8 37 3/8 W F- L WINDOW WIDTH W.W. WINDOW WIDTH ❑ 0 N - It m , t7 , m L9 > 0Mm tq z z ZZ `` in Z �- 1- _ .. O p — m W (9 W � 4 4 W E9 4 4 ••• ••• U (n e••. C. 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E.R. 0 o WZSULTIN13 ENGINEERS • r,.-1 DATE: �•. //�� •W 850 N.W. 146 STREET y� ••41® SUITE 5O9 12.01-16 m • ( A •� `11AMi LAKES FL 33016 • f [•• ♦ P.E. 03S39H s®s • O •�`v�®®♦ TEL: (305)523-3935 E(3:1 S%.. ...� , ®e® FAx: (305)923-9355 f'ialeaaaa�tdbe 34 1/2 MASONRY OPEN'S 1415 3/4 1/4 - 34 - 1/4- MASONRY /4MASONRY OPENING DOOR FRAME W. ❑ � N 3/8 1415 3/8 — TOTAL WINDOW UNIT WIDTH d\ � N 'd r 10 to 36 1 /2 36 1/2 36 1/2 36 1 /2 W N WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH Q I.- 'tm --I U] X i 1 w LL I rz \� '3 ❑ '' Q N Z W G 4 5 5 s 4 w3 _j m Z ►- d a cGw Z LL W r ❑ �f •• Q -= o m } m Z •• �•• ❑ r0 — �0 3 p / ....•. . U [7• Z 0 U] ❑ •••i•• • z N 0 / ... 3 4 5 5 5 4 •••• • ••:•• •• •• •• ••••• • lie •• • IrJ OELEVATION I-REIV'D. D 1 ELEVATION I-REQ'D. N w oD I ST. FLOOR 2ND. FLOOR w w I'9 r FAMILY ROOM HALLWAY L7 U] M o r Z LL D N M T Q O w It it > r p ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARDI 00" ECO WINDOW SYSTEMS, LLC. SERIES ECO WINDOW SYSTEMS, LLC. SERIES °600" ALUM. > w I N ALUM. IMPACT SINGLE HUNG WINDOW IN WHITE ALUM. "EGO-GUARD CLIPPED" 1" X 3" ALUM. WALLIMPACT OUTSWING DOOR IN WHITE FRAME FINISH 10Z 111 e07 FRAME WITH 5/1 6" CLEAR LAMINATED IMPACT GLASS TUBE CLIPPED MULLION IN WHITE FINISH WITH 5/1 611 CLEAR LAMINATED IMPACT GLASS N.O.A. 1 5-0406.12 N.O.A. 14-0529.16N.O.A. 12-0402.03 N Q w U `,0'`QA!@lBpy�I ®o P` . ..... EDWARD A. DRAWN BY: Nv v LANDERS, P.E. E.R. a �/• O 9 �( -CONSULTING ENGINEERS 7950 N.W. 146 STREET DAj a-01.15 SUITE 509 e I:= MIAMI LAKES FL 33016 a :w® P.E.#039398 ��•• TE,n •��Wq TEL: (305)823-3938 HHELT NUMBER s FAx:(305)B23-9355 CG-4 s��e • FC O Ft ®®oo®o��ON A0®g�� d 1 /4 11 TAPCONS WITH 1 1 /4 EMBED. INTO GONG. AT 6 It ECO WINDOW SYSTEMS, LLC. SERIES °ECO-GUARD100" c b FROM CORNERS II ALUM. IMPACT SINGLE HUNG WINDOW IN WHITE ALUM. AND BALANCE AT 12 0.C. FRAME WITH 5/16" CLEAR LAMINATED IMPACT GLASS [r] ° ' ° (ANCHORING AS PER N.O.A.) N.O.A. 15-0406.12 13a 4 LL N Win Ul � N 0 -� 1 /4 It TAPCONS WITH 1 1 /4 J d X EMBED. INTO GONG. AT G Q 6t1 FROM CORNERS W m LL AND BALANCE AT 12 O.C. > < 0 (ANCHORING AS PER N.O.A.) W d' - 't [7 . W cn Z f-' I- 3 ° = i0 4 4 zZ `` ' Z ' 0 a 9 ••• ❑ ❑ m U IL 0 LLI •• • •• O = Z v °. 0000•• i••• • LL��ZiII �j�Or► II : . VV - .._ - O •00 00• • ••• 0 00 0 0•• 00 0000 P • a• 00 00 00. I 0,000••• • SCREEN opmONAL—— ••• 0000 to Z a v • • • • • • • 00•• ;o• .Q}• • 00 • •• W 00 i 3 � Nm 3/8" WINDOW WIDTH 3/811 0 z � o ZOWd' Qr c > a MASONRY OPENING, 5; in -4\-� 0 z - m c d Q � Q W m IB610/� [(] U SECTI ® A. LA SECTION ®, � •�.�GE�S �' a EDWARD A. DRAWN BY: O ® LANDERS, P.E. E.R. N0 oCONSULTING ENGINEERS 7860 N.W. 146 STREET 1 Z-01-15 SUITE 509 s • ` : LAKES FL 33016 uj q P.E.#038398 I • : h HM6Ei NUM860. v� • o TEL: (305)523.3935 o• .• �!, FAX: (305)523-9355 s O es®®0®10AIAB®�`�� g 1 /411 TAPCONS WITH 1 1 /411 1 /411 SELF DRILLING SCREWS EMBED. INTO CONC. AT AT 611 FROM CORNERS 611 FROM CORNERS AND BALANCE AT 12 11 O.C. lz AND BALANCE AT 12 11 O.C. (ANCHORING AS PER N.O.A.) 11 Ix (ANCHORING AS PER N.O.A.) 111 X3 ALUM. MULLION 4• 5 rn w u�i a a U] � (� o q m J EQ r X eV WEll o > F c1 E9 ' — — ........................... j3O e - L` — —6CREEN OP11owV.—— Z Z In ••• 0 — O v • • 0000 EJ OWi :p. • • • LVJ N •••••• i •• [] (101.1 0000•• • • v 0000 • • • • • 0000 •••• • 0000• • 00.00• 0• 000.0 00 00 •• 00.0• WINDOW WIDTH WINDOW WIDTH • 00 . ..•• 000• • • • •• . ••• 0• 3/811 TOTAL WI N D OW U N IT WI DTH NW (0 W w m [r] MASONRY OPENING > 00 0 Cl z LL a� 4 M SECTION 5 - > o W s in caZ - m J a,`®'`epi n ets > m x a 11 ® 9 P. . �i ECO WINDOW SYSTEMS, LLC. SERIES ECO-GUARD100 ECO WINDOW SYSTEMS, LLC. SERIES ® Q. ,.• •••. ALUM. IMPACT SINGLE HUNG WINDOW IN WHITE ALUM. "ECO-GUARD CLIPPED" 1" X 3" ALUM. WALL �0® Q`;•� ENSF . NC �- EDWARD A. DRAWN BY: FRAME WITH 5/16" CLEAR LAMINATED IMPACT GLASS TUBE CLIPPED MULLION IN WHITE FINISH ®; 4,: LANDERS, P.E. E.R. N.O.A. 1 5-0406.12 N.O.A. 14-0529.16 �� ND a CONSULTING EN13INEERS m DATE � �� 7850 N.W. 146 STREET = W o SUITE 509 12-D1-15 • +. MIAMI LAKES FL 33016 .O•. '�� •� a P.E.$03B39S A HHECLUMg j //, OQ'• e TEL: (305)823-3938 �j /C`` o R, • �'®e FAx: (305)823-9355 C 1 /4" TAPCON SCREWS W/ 1 1 /4" EMBED. a] a INTO CONC. AT 711 FROM CORNERS 0. Q e AND BALANCE AT 12 11 O.C. o •4 :Ae q e (ANCHORING AS PER N.D.A.) ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 500" OUTSWING ALUMINUM CASEMENT WINDOW IN WHITE ly ° FRAME WITH 5/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 15-0406.10 � N m N W W N U] W N o Q I•- d �' i 1 /4 TAPCON SCREWS W/ 1 1 /4 EMBED. t9 N [ll Q INTO CONC. AT 711 FROM CORNERS W AND BALANCE AT 10 1 /2 it O.C. Q N (ANCHORING AS PER N.O.A.) w l - 't I E9 W c� Z 1 X30 Z = I ... ZZ � o 0004 0,17.12 a y. .. . .. o ,� g•:. . . .W a ' .•� •. 041 U •I- 00* v •• s • •9.9•s •. • V 0000 ` — — ---------- ♦• • . . • 0000• • • I i ♦.. A� 00004 ••� 0.00•• Z ❑ I000 -------- _ e • t • 0 • 0 •00000 EO 7 I D• i _.. •. i +•♦�0�.. 0000 :0090: Q I Q • :v • • 00 I 7 N w oD W � O 3/811 WINDOW WIDTH " 0 6 i 3/8 l Z ; o i Q a W m i MASONRY OPENING > W ling ul o0�0®s P LAI\(• Z v S 'Ile Z 4' Q '4 o SECTION VIEW �PP4��N 9 ••. � `'' r, p. 36 I• ® s4lJ� �� E DWARD A. DRAWN SY: a v ; Uj B-ANDERS, P.E. E•a, a 1 /4" TAPCON SCREWS W/ 1 1 !411 EMBED. ' * &SULTING ENGINEERS doq �• o Y850 N.W. 146 STREET DATE INTO CONC. AT 711 FROM CORNERS �0- SUITE FL 12 15 AND BALANCE AT 12 O.C. o ® MIAMI LAKES 33016 SECTION VIEW 11 I� • o � R'E'#038399 ®�® TEL: (35)823-3938 BHEEi NUMBER (ANCHORING AS PER N.O.A.) s'Ssee ee��` FAx: 1305)823-9355 CG-7 OF 9 9 ° 1 /4" TAPCON SCREWS WITH 1 1 /4 EMBED. INTO CONC. AT 5() FROM CORNERS a AND BALANCE AT 12 O.C. f.A (ANCHORING TO BE AS PER N.O.A.) III p N 1 i QH � ro I I J N i< I I L7 [9 Q I I w LL I- ['] I I Irk I I C7 � Z = ZZ - in _ Eq •... o o •• • •• 0 t0 W W •••••• : •• U aA.sw LJ. 2 I ECO WINDOW SYSTEMS, LLC. SERIES "600° ALUM. •••��• • IMPACT OUTSWING DOOR IN WHITE FRAME FINISH •••• • • • ❑ W WITH 5/16" CLEAR LAMINATED IMPACT GLASS •�••�• �••• ••••• • • N.O.A. 12-0402.03 •••••• •• ••••• • • • • •• •• •• •LL •••••• • • • • • 0 I I N w III I I w w [t] r- I I I it I9 > l I Oo p I I 1 1 Z Iii 00 NW Q O W r M > 0 5 W = 4. v 44. e®%%Q L�4� ��®o Q p Q ...... a 11 ®�SP • � ®`• EVS1 /4TAPCON SCREWS WITH � w ci 4, d 4• 4. 1 1 /4 11 EMBED. INTO CONC. 4 �" $3 . �c® EDWARD A. Q a 441� NO ® LANDERS, P.E. AT 511 FROM CORNERS ' • ry•'� DRAWN BY: ® � � •`•CONSULTING EN GINEERB E.R. AND BALANCE AT 1211 O.C. , W p8SO SUITE 6 REET FL SECTION (ANCHORING TO BE AS PER N' S.�.�:MIAMI LA P.E.�0KES 363983839E301A GATE: S �PA � 12.01-15 ` �.• -`v®O, TEL: (305)823-3935 0 • .�� 111��rlll ��!®,O� FAx: (305)823-9355 SHEET NUMBER G G-B aaeaaieedo O F 9 1 /4" TAPCON SCREWS WITH 1 1 /411 EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 12 H O.C. 0 (ANCHORING TO BE AS PER N.O.A.) I N v � m a 12 13 � W ED D V Q J to .— X UV _ w I M > Q o a Q V CQ jr '' _- rn �? •.•• — 0 ��.�.. •..' : .• E03 V. a . ti v • • 00 El L •••• • ••••• •• •• •• • •••••• • • • • • • •• 1 /4 DOOR FRAME WIDTH .- 1 /4 N w m w w m MASONRY OPENING, "' ' ° zoo � N to ZO W 'd' SECTION > r o > W = In z. a] 0 ®�e��et�ee edge Q 0Q w rn Ll EGO WINDOW SYSTEMS, LLC. SERIES "600° ALUM. �®�QQ.•� N •t� ®� IMPACT OUTSWING DOOR IN WHITE FRAME FINISH *�' EDWARD A. WITH 5/16" CLEAR LAMINATED IMPACT GLASS L(/� ®LANDERS, P.E. DRAWN BY: N.O.A. 1 2-0402.03 SULTING ENGINEERS .• • W.7S50 N.W. 146 STREET OFeo SUITE 509 ff7p IAMI LAKES FL 33016 {` e ♦ P.E.#036395 ✓� S `I Q.•��wA�q TEL: (305)523-3938 g '•• { 0 R�O•`V�® FAx: (305)523-9355 SHEET NUMBER � �aSt 10�P°��\�,0 CO F 9 ��a�eertser<�� WINDOW WIDTH WINDOW WIDTH I 47 3/8' 47 3/8' z O.L0. (Fix. LITE) O.L.o. (nx. UTE) zd P I 8° MAX. 12" MAX. 6` MAX. 12' MAX. w �" A. O o CORNERS J HEAD WAD cORAtERs � WAD a fl TI I I tt I i1 It 1 iI �1 11 I' !I J _..iti' It _ SWEEP LATCHES =- ---- 1 Q 12i412* D }, tl it FROM a Il It ti +� Q a i{ 8 ii ii TYP. M _T_^ `_`_ft la� t� U6 uj r 3 it to 0 1f I6 i.� $ s1i Z t, 11 6 tt rt a rt 9 is s �= _;fly__ •a••• W O IL _In- IfreN • • •• g ••••• s Il `. t1 • v o il f' C ti �• •••• Se �+ •••i• NO ANCHORS AT 511L •••••• a o aM N •i••� FALSE MUNTINS FALSE HUNITNS NO ANCHORS AT SILL • • Aw-• (SURFACE APDL CEUI (SURFACE APPLIED) •• •• �j Z • ••••• CIP7IDPIAL 47 3/8 UPTIENAL 47 3/8' •.•••• V�1 G 1 • • b.L (VE 0. NT) &L.O. {VENT) • ••••• 50 3/16- SPRING LOADED LATCHES • • C3 �$�,� • / AT 7 FROM ENDS 50 3/t 6 • • . t ..a VENT WIDTH OPTIONAL TO VWT W107H •• • � H....W � • JI ECO--GUARD ,SBR-IES-100 SWEEP LATCHES �,, •• ALUMINUM SINGLE HUNG WINDOW EQUAL L1TES r?p UNEQUALuTES (ORIEL TYPE} DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER RRICAL ELEVATIONS CHARTS SHOWN ON SHEETS 2. z TESTED UNITS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o 0 CR COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—BADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL c WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA WILDING CODE MICt.Ub1NG HIGH VELOCITY HURRICANE ZONE (HVHZ). g Q B O a m v a w WOOD BUCKS BY OTHERS, MUST RE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE dt SMALL MISSILE IMPACT. Engn JAM � al ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. H,p PE 74522 N NOT PART OF THIS APPROVAL. mODIxr CAN. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. asM*yh*w&bd�oFlo" jj a � ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE. B�t>�g :+� x74 MATERIALS INCLUDING BUT NOT LIFTED TO STEEL/METAL SCREWS, THAT Iona 38205 drawing no. COME IWO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE B W09-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE. a P,'lsdnq Co1IN sheet 1 of 6:) EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS ..�....�....�.�..®..�.. �llOTti YAI)TH {� w DESIGN An CAPACITY -- PSF DESIGN LOAD CAPACITY - PSF GLASS TYPFS IT GLASS TYPE GLASS TYPES a FLANGE DM. 'W & 'C' FLANGE DIMS. 'A' 'g' & 'C' warH HElGHI EXT:t+j TNT.(-) WIDTH 'HEIGHT EXT.(+) TNT.(-) EXT.(+) iNT.(-) Q 19-1/8" 754 90.0 19-1/8" 75.0 90.0 75.0 90.0 P• 24' 75.0 90.0 j 24' 75.0 90.0 _75.0 90.0 o 26-1/2' Y 75.0 90.0 26-1/2' 75.0 190.0- 75.0 90.0 Cd R 32" 26 75A 90.0 32" 50-5/$" 75.0 90.0 75.0 1 90.0 37° t3) 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 QA: 40" 75.0 90.0 40" 75.0 90.0 - 75.0 90.0 a 14 Y� 48' 75.0 90.0 48' 75.0 90.0 75.0 90.0 WW VV+ a 53-1/8" 75.0 90.0 53-1/8" 75.0 90.0 75.0 90.0 4 19-1/$` 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 U V a a 24" 7510 90.0 24` 75.0 90.0 75.0 90.0 r' n 26-1/2" 75.0 90A26-1/2" 75.0 90.0 75.0 90-0 o a, ttj 32' 38-3/8" 75.0 90.0 32' 63" 75.0 90.0 75.0 90.0 Z 37* (4) 75.0 90.0 37" (6) 75.0 90.0 75.0 90.0 w g 40 75A 90.0 40" 75.0 90.0 75.0 90.0 U 48' 78.0 90.0 EQtlAI. LITES 48° - - 75.0 90.0 Q UNEQUAL. LITES (ORIEL TYPE) 53-1/8" 75.0 90.0 53-1/�' - 75.0 90.0 19-1/$' 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 24' 75.0 90.0 75.0 90.0 C,i w••• • 26-1/2' 75.0 90.0 tci 26-1/2" 75.0 90.0 75.0 90.0 • • ••• „� •••••• • 32' 50-5/8" 75.0 90.8 32' 76" 75.0 90.0 75.0 90.0 ••'• • vi • • 37' (5) 75.0 90.0 •••••• �a• ••••i• 37' (7) - -- 75.0 90.0 • L� ° z •••••• 40 75.0 90.0 C. 40' - - 75.0 90.0 •••• U. �••••� 48' 75.0 90.0 48' - - 75.0 90.0 Z •••• •• gj • 53-1/8" 75.0 90.0 53-1 8" - - 1 r+7 •• ••• 19-1/8 75,0 90.0 / 75.0 90A r ••�••� r �• ••••• 24" 73.0. 90.0 TO OUAI.IEY FOR SMALL MISSILE IMPACT RATING ...... Z ?; ••• • 25--1/2' 7&0 1 90.0 a EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. ....:. 32" 63" 75.0 90.0 O 37' (6) 75.0 90.9 z ••• 't .. • • 40 75.0 90.a 4 1/8' HEAT STREN'D. GLASS •• • (el• ss •••• " �.' W • T 4875.0 90.0 c? 5/16" AIR SPACE PROOMRSVIS18D 75.0 90.0 En 1/8' HEATSTREN'0. GLASS 3/18" HEAT STREN'D. CLASS 11$" HEAT STREN'D. GLASS aws 75.0 90.0 .? (� 090 h�teria r OW No 24 75.0 90.0 DuPont Butai a PVB DuPont�t8utaicFte PY8 DuPont Butaaite PY8 26-1/2" 75.0 90.0 By `Kuraray Americo, Inc.' By 'Kunmw America, Ina.' By 'Kuraroy Americo, Inc.' gy � C � 5 37" (7) 75.0 900 °" 1/8" HEAT STRENI). GLASS 3/16- HEAT STREN'D. GLASS 1/8" WAT STREN`D. GLASS ! 75.0 90.0 48' - no 90.0 z � � SILICONE � SILICONE SILICONE $ 53-t/8" 75.0 90.0 • DOW 899 DOTH 899 DOW 899 m 18 � � 18 I ► m � � � :: ,�{ i8 21 co� ro � a1 w o 0 0 '�` o ' Q ID Ii O W I SETTING BLOCKS AT LAM. GLASS AND INtSUL. LAM. GLASS NOTCH GLAZING STEAD LEG TO CLEAR BLOCKS g 21 BA 21 88 21 EW. JAVAD AFMIAD � N 1 Q 13 AT 1/4 POINTS ON UTES t3 AT 1/4 POINTS ON LITES 13 AT 1/4 POINTS � PEE 70592 6 WIDER THAN 36" ONLY WIDER THAN 36 ONLY 24 ALL SIZES C'A'N' 38 NOTE: GLASS TYPE 'A' r SS IM 'E' GLASS TYPE_C' I 9 GLASS CAPACITIES ON THIS SHEET ARE GLAZING QUIM drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) X015 9 AND FLORIDA BUILDING COMMISSION W09--pg DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 6 TYPICAL ANCHORS o 1CK TYPICAL ANCHORS BUCK WOO �. . D SEE EL.EV. FOR SPACING .. _ 'cv I SEE ELEV. FOR SPACING ,,:, d it• . EOGE'f11ST. MIAMI-DARE COUNTY APPROVED @ 1 e a ,e v 4 • s d a 4 MUAL a e d • a. EDGE DIST. STRUCTURE SEE�SEF�ION it MIR A ANCHORS EDGE DIST $ Z EDGE DIST. r �• z _ x LA y !� 8 9 ' TYPICAL ANCHORS TYPICAL ANCHORS d C SEE ELEV. FOR SPACING SEE EL£V. FOR SPACING O ,� a ci WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. -i « MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J AND TRANSFER THEM TO THE BUILDING STRUCTURE. J OPTIONAL TO . to as BOTTOM LATCH TYPICAL ANCHORS: sEC Emv. FOR sPAcm s g vi ISI,•• v IX 01A. ULTRACON BY ' r (FU-177 KSI. Fy-855 KSI) • • F^^ • ••••• 14 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ...... k O ...:. 0 � � y 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) I •...•. I go. 4LV ILI E- THRU 19Y BUCKS INTO CONC. OR MASONRY •••• _m 0�� ..•• � • z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) •••••• Z •••• Q •••• 9 W t to ; 21 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 60:60: I tj DIRECTLY INTO CONC. OR MASONRY ...... a .' 1-1/2- MIN. EMBED INTO CONCR HEAD) 1-1/4- MIN. EMBED INTO CONC.OR `MASONRY (JAMBS) , ••• ++► s •00:0 o I 114 EMS OR SELF WILLING SCREWS (GRAPE 2 CRS) •• • • • � • INTO MIAMI—DADS COUNTY APPROVED MULLIONS (MW. THK. = 1/80) INTO METAL STRUCTURES ` t 1 STEEL : 1/8" GA. MIN. (Fy — 36 KSI MIN.) o C, ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PRINTED) DOM Em 01 � s 2a I t t INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO SNOOD STRUCTURE - 1" MIN, t5 } is INTO METAL STRUCTURE R 3/4" MIN. I 14A WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. 2 CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN.PRODucrREVOW C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS fm 2000 PSI MIN. usttvlih l otide EwAVMAH►/AU _ tldfreg Colo d ° 6a o PtX PE 111_7.0592 C.A.N. 33553388 s drawing no. •', •'A ALL OINTTSSEARND FRAME CONNECTIONS SEALED WITH W09-08 JOINT S . sheet 3 of g ITEM PART RHQA. DESCRIPTION MATERIAL umn/BUPPI. it/REMARKS y t I FY101 1 FRAME HEAD 6063-T6 - 2 FYI 15 1 FRAME SILL 6063-T6 - lira 3 M03 2 FRAME JAMB 6063--T6 - 8 J 4 FY104 1 FIXED MTG. RAH. 8063-T6 5 FY105 1 VENT TOP RAH. 6063-T6 = 6 FY114 1 VENT BOTTOM RAL 6083-Te 7 FY107 2 VENT SIDE RAH. 6063-T8 8 FY108 AS ROD, GLAZING BEAD (5/16" LAM. GLASS) 6063-TS - �< 6A FY109 AS ROD. GLAZING BEAD (7/18' LAM. GLASS) 6063-T6 - MIAMI-ME COUNTY as FY110 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T8 W APPROVED MULLION 9 FYII6 2/VENT SASH STOP 8063-T5 - 4 SEE SEPARATE NOA TYPICAL.ANCHORS � oK SEE ELEV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH. AT 7- FROM ENDS 6063--To IIA - I/ LATCH LATCH SPRING ST. STEEL - 12 SL203P 2/VENT SWEEP LATCH. AT 12-1/2" FROM €N05 ZAtiAK SULLIVAN & ASSOC. 12A #8 X 5/8" 2/ LATCH LATCH M. SCREWS _ ST. STEEL FH SMS _ 13 - AS READ. SETTING BLOCK EPOM OUROMET£R 80+5 SHORE A 14 #8 X I" AS REOD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 14A ye X 3/8" 2/ VENT BOTTOM RAH.ASSEMBLY SCREWS CRS PH SMS mi V 18 E'207 AS READ. FJO1TW RAL SEAL - SERIES 101 NEOPRENE ULTRAFA9 J �' 16 _ E203 AS REOD. GLAZING BEAD BULB _ SANTOPRENE ULTRAFAB •• • - _ 16 W23181 AS READ. FIN SEAL W STRIPPING - ULTRAFAB • • z •• ••••• •• • cn itJ • M •• 19 FYI 17 4/ VENT SASH GUIDE CELCON M&M PLASTICS 0 • 19A #6 X 3/8" 1/ WOE SASH GUIDE OW. SCREW CRS OH SMS TYPE Bsees- • '� '.� ••••• WINDOW WIDTH WINDOW WIDTH 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI (!1 CO •••• 20A 08 X 5/8" 1/ BALANCE BALANCE INST. SCREW � - P F1i SIS •••••• � M cn •••• 21 - AS REOD. GLASS SPACER SILICONE FRANK LOW£ •••••• A t,� •i••• 22 - 1 5/16' BOX SCREEN - OPMON& •• •• k • �.L ••••• 23 FY120 - FLUSH FRAME ADAPTER 8063-76 OPTIONAL • • d tNAI XL 3: •• TYPICAL ANCHORS 24 - - INSUL GLASS EDGE SPACER ST. STEEL CARD • • SEE El". FOR SPACING •••• i � 6aN 0 ••••� `./ 1/4" MAX. VENT 1/4" MAX. W10119 SHIMS 113Y 1/4-1/4- MAX SHIM ErAL WOOD BUCKS SHIM 5TRUCTURE $ 18 T 20 � All D,a TYPICAL ANCHORSTYPICAL ANC � ro � FOR SPACING FSEE ORR SPACt#tGHORS a 8 fy SCREEN OPTIONAL-----....— 114'PE • .� 00 U b! Q . to EXTERIOR r. JAVAO ` f ngARI tj a a FLa PErosea g D.L. OPG. C.A.N. a a ~ as com�tylgg wk{a it>a N ' WLIJ WINDOW WN)TH Bait.Na�,• b' +� drawing no. S40 n= -, 015 W09-08 Mom IS C / sheet 4 of 6 TYPICAL + EDGE DIST. SEE ELEV. F PACING — SREEfTMIAMI—DAOCOUNTY APPROVED SSPACING EDGE Qlsi uURE MULLION & MIJUJON ANCHORS w SEE SEPARATE NOA w EDGE DIST. P j _ u • w--- 3A � ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING Q $ 31 ac � SW i ••• W 2 •••.• •• • • • Ca � • •••i•• � 00 t0M N • SHIMS ALT. ••�••� •�;` •••• •• •• •�J •••:• _ •••.•• V.�W . SEE ELS OR SSPPACICING • W ®i m •••:• 4 •••• • • • • OR gig li!IASONRY ' li1 8L.4 $ • 4, A UP! �p ALT. � 0< mvd W INSUU&TIQN DETAILS WITH FLUSH FRA APTHR En JAM AR AO�' •� s FIA 1=2 � i PltODLIC'i'REVISED CAN. S8 D o V • Hiwil the vlo &No 0 DweapT drawing no. 1 (/ W09-08 sheet 5 of 6 o ' r-2.750 M-1.281-tet w t t o [.002 14 j 750 .078 .062 !4 fl .813 2.750 2.812 1.140 l � o FRAME HEAD L sq 1.202- 2.061 v 2-874- FRA-ME .874 FRAME JAMB oma .062- 1.375 062 1.375 1001 "".519 .394 p 130n V1 -� -� .045 .803 .050 .803 .045 .803 1-1.422 Q FIX. MEETING RAIL 0 11.047 1.047 1.047 U 1.340 GLAZING BEADS J 1.434 S$ 1.250 .062 2.063 14 • 1.087 .062 "140L • ••• 4 ••••• • ••• j y urn � •.•i• 1.140 .62 t ••• O 0 M ,n • • �5 VENT TOP RAIL 7 VENT SIDE RAIL •••••• $ 4` • ••• • ••• •• s •••• -2.027--1 .027 . ,r .. c� C3�ti �- ..... Lli 1.247 ••••.• v W�g •° ,062 2.773 • • 1.445 1.929 t.750 1 2 .078 rc 1.140 L.983 Q VEMT B{yT►'pM RAIL t i SPRING LOADED LATCH VENT QMNER DETN 2.974 n I Cas vz � � a4 r3 a m u a w .062 r 3oaz 2.6N FRAME GARNERS DEFAME �'""' . CML r n e 062 1190. 78 82 movuCT REYtSIM S h 87�4 .500ni-T as moylu8 Wm am Ptor ds .769 500 - Es NO �° `o I I- I DOW -AcmpURM 2015 drawing no. M-�----2.750 2.611 BY W09-08 Q FRAME SILL. z3 FLUSH FRAME ADAPTER dt►t �� c_f sheet Sof 6 • p fill t i $ TYPICAL a GLAZING PROM= Ir t { 1.000 TYPICAL WINDOW FRAME 8.000 n 3.000 4.000 () 0 TUBULAR SHAPES Z • • .. : • • MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2.t�0 ALLOY x6083-T6 •• • ; Q • AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED} ...... • • •• IMPACT AND NON-IMPACT RESISTANT PRODUCTS. • 00.000 0000 � • • • . .• . • 0000 ILI RECTANGULAR A DMINUM-RUBE MULLIM MULLIONS CONNNING IMICAL ...... f5 p ..: 00 SEE WAY OR DOOR APPRWIL FOR FASTENERS SIZES AND SPACING :': o� » .. THIS PRODUCT HAS BEEN DESIGNED AND IMM To COMPLY WITH THE • • • REQUMMENTS OF THE FLORIDA SUILGNG CODE INCLUDING WON 1+ELQM • • 0 � Z � •0 HWWANE ZONE (1M Z). .• • AD.L GLAZiNQ PRODUCTS USED WITH THESE MULLIONS MUST IMIMT THE ` w APPLICME WILDING GODS REQUIREMEWS LL WIND LOAD. WATER W INFILTRATION, FOS ENTRY RE�S7aNCE, SAFEGUARDS ETC. com WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRtX:TURE. ANCA SHALL BE AS USTED, SPACED AS SHOWN ON DErM-% aMEMAENT TO BASE MATERIAL.STALL SE IXYOND WALT. CWW0 (STUCCO, TILE ETC.). ANCHORING CONDITIONS 07M THAN 7M= SHOWN IN THESE DECALS ARE NOT PART OF DO APPWAL. � A LOAD WRATiON RNCRm f5 USED IN DESIGIt OF ARNCHORS sato iTRIOD ONLY. 0 IMAM"INCLUOIND IRIT TOT LIMITED TO STT ,/ c CONTAC€WITH OTHER DISSIMILAR MATERIALS$KALL MEED THE REQUIREMENTS OF law FLORIDA Nbm M. INS' QT1QNS: USE CHARTS AND GRAPHS AS FOUXAV$. S P 9 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 n FOR PARTICULAR OPENING. MEE-2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING AWYE LOAD REQUIREMENTS, a r STEP USE CONNECTION TO MULLION AS PER PRODUCTagr: —m APPROVAL. f'L CIVIL x USING CHARTS ON SttE£T 3 SELECT MULLION SIZE WITH cAN. Si'EP 4 DESIGN RUM MORE THAN DESIGN LOAD SPECIFIED A9fwA�d a4 oa»VtY6#8 nit tae ' IN STEP 1 A80YE. l'u- 1sM BuiRttDi Q tJSBVG AtNCRiINt TYPES ON SHEETS $ tttRU 9 AND ANCHOSTEPR CHARTS ]oAJ M� j `. ON SHEET' 4, SELECT ANCHOR TYPE WITH DESIGN RATING h. iT�h *Ott<�er< � '""1`• . dPOWltlg no. MORE THAN THE DESttGN LOADS SPECIFIED Rt STEP I ABOVE. {,{4-01 M 1 sheet 1 of 9 t.000 .125 ,.0tq 2.t ► -.125 —2.OW----+y 123 }"-'-2AII0� ,.1700 1375 -�� -y 1.000t� .125 .375 t Z .125 .125 3 4.000 4 .123 4.000 9 2 3.000 14 5.000 .125 �s 6.000 8.008 81 N 375 .375 .125 .250 g 0.6 go glIx m .9502 M\4 IX = 20374 r1\4 fa = 1.538 iN\4 bt � 3.1878 t�4 Ix � 2.9782 a�t\4 4' �_ Sx = .8335 IN\3 Sx o 1.0187 I7\3 Sx - 1.0254 W\3 Sx = 1.5939 IV\3 Ss = 1.4W, 01\3 1 X3 11 X3 1 X4 X 4 2 X 4 STD. MULLION ED, MVWQN SUMU M! L SON GUS14Z MUW-ON STO. MUWO-Nt 8063-T6 6083-T6 6003-T6 8083-To 8083-T6 IX ffi 8.2757 M\4 IxJ. • •••• 15.2031 9i\4 • Z ••.• •.•••• SX - 2.7586 (�\3 SX - 5.0877 W\3 . . 0 W `� • •• (�• • • 2 X 6 2 X 6 ..... '..' ....:. STD. MUWO �jEWY MULLION •••:• g ' `J :••••: 6083T8 6083-T6 ••••' Ld •i. • • seesOB •...• • • • ..'.. ~ o a ...... ••••. 0 yT.• ' • 6 pt., •:.•.•: •00 :3 :....: W am •� -b{.718 14- p•---1.718--y 2.125 125 2.123 .,25 Fiw. F. m uftow Bad 2.tsaQ ow +C3 (y A • Li I c L5$00 .INO WTW NOT*i �. OP"W- 1 OPTIONAL. 1/2- MK UK Ew. J 16'VJ "WCIM FLA _78582 1 2- N. cal 3538 M jLu L!Lj A * � 120 d7�rr� �. ANGLECU F Y C?Ly N CLH' GLUON C�fP M14-01 6=-TS -ss 8 {y; . . 3o63--T8 sfieet 2 of 9 V DMON LOAD CAPACFPY - PSF (TWM MitLLIOXS) D85 GN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MUI.L10N5) WM" DOM 1118 1744 1X3 1X4 2X4 2X8 2 X 8 1F1IMWDOM' 1X9 1 X 4 1X3 1X4 2 X 4 2X8 2X $ tArIND" DIMS. I X a 1X4 IX3 1X4 2 X 4 2 X 6 2 X 8 ' W[OM (W) SPAN STD. STD. CUSTOM STD. STD. HEAVY VjM (1) MULL SPAN STD. STA. CUSTOM CUSTOM STD. STD. HEAVY {.010TH (w) m L1. SPAN STD. STD, CUSTOMC1IST031 STD. 81`!!. Hu l- 19-t/8' 120.0 120A 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 1204 19-1/8° - - - $9.3 G&3 120.3 1200 a 26-1/20 120.0 120.0 120.0 120.0 120.0 120.0 1200 26-1/2" 53.8 115.4 67.1 120.0 120.0 1200 120,0 26-1/2" - ^ 42A 39.9 111.0 120.0 0 p 30" 1200 120.0 120.0 120.0 120.0 120.0 120.0 �" 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30° - ^ - 37.8 35.3 98.1 120.0 !� 37' 1200 120.0 120.0 120.0 120.0 120.0 1200 37" 3&5 82.6 62A 120.0 120.0 120.0 1204 37" - 30.6 28.6 79.5 120.0 - 42' 120.0 1200 1204 120.0 120.0 120.0 1200 42" 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42' - - - 27.0 28.2 70.1 120.0 48' 38-3/8" 120.0 1204 1120.0 1200 1200 120.0 120.0 48' 74-1/4- 29.7 63.7 48.1 99.7 9&1 120.0 1204 486 120" - - 23.6 22.0 61.3 112.6 !34" 120.0 120.0 1 1204 1200 120.0 120.0 1200 S4" 26.4 56.6 42.7 88.6 82.7 120.0 1204 54" - - - 210 - 54.5 100.1 Or 120.0 120.0 120.0 120.0 120.0 120.0 120.0 W. 23.8 51.0 36.5 79.7 74.4 1200 120.0 60" - - - - - 49.0 90.1 66- 112,5 1200 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 Be. - - - - - 44.6 81.9 72" 103.2 1200 1204 120.0 120.0 120.0 120.0 72' - 42.5 32.1 68.5 62.0 120.0 1200 72° - - - - - 40.9 7&1 79-t/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 51.5 110.4 83.4 120.0 120.0 120.0 1200 19-1/8- - - - 44.5 41.6 115.8 120.0 W 26-1/2" 120.0 120.0 120.0 120.0 120.0 1200 1200 26-1/2" 37.2 79.7 60.2 1200 t18.4 12.0.0 1204 26-1/2" - - - 32.1 304 83.4 1200 tc 30" 120.0 120.0 120.0 120A 120.0 120.0 120.0 ° 32A 70.4 53.1 110.2 t02.8 120.0 120.0 30" - - - 28.4 26.5 73.7 120.0 J 37" 1240 120.0 120.0 120.0 120.0 1200 120.0 37" 26.6 57.1 43.1 80.3 $3.4 120.0 120.0 37- - - - 230 21.8 $9.8 109.8 42" 120.0 120.0 1200 1200 120.0 t200 120.0 42" 23.4 30.3 38.0 78.7 73.5 120.0 120.0 42" - -- 20.3 - 52.6 96.7 48" W 120.0 120.0 12MO 120.0 12" 12MO 120.0 48' 84" 20.5 44.0 33.2 68.6 64.3 120.0 1200 48° 732- - - ^ - - 46.1 84.6 54' 114.8 12D a 120.0 1200 120.0 120.0 120.0 54" - W 29.5 $12 57.1 120.0 120.0 54" - - - -- - 40.9 75.2 U 60° 103.3 120.0 120.0 120.0 120.0 120.0 120.0 W - 1 35.2 26.6 5&1 51.4 112.6 1200 Or - - - - - 36.8 67.7 ••o 86' 944 1200 120A 420.0 120.0 120.0 1200 6$" - 324 24.2 50.1 46.7 102.4 120.0 66" - - - - 33.5 61.5 Z • o• *see:* • 72' 86.1 120.0 120.0 120.0 120:0 1200 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - - 30.7 0 • O t9-1/8" 120.0 120.0 1200 1204 120.0 120.0 120.0 19-1/8° 34.5 740 55.8 1I&S 10(L1 1200 120.0 19-//8" - - - 34.3 320 89.0 o•0 ••0•i• 28-1/2' 1200 120.0 120.0 120.0 120.0 120.0 1200 26-1/2- 24.9 53.4 40.3 83.5 780 120.0 120.0 26-1/2" - - ^ 242 2&1 64.3 11"0-6sj;-- 04 g �r • 0 •0.0•• 30" 1200 120.0 120.0 120.0 120.0 120.0 1200 30' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 214 20.4 56.8 � W•�� • • 37' 115.3 120.0 1200 1204 120.0 120.0 120.0 37' - 38.2 28.9 SOS 55.9 120.0 120.0 37- - - - 46.0 m ••••• • • 42' 101.6 12MO 120A 120.0 120.0 120.0 1200 4Y - 33.7 25A 52.7 49.2 120.0 1200 42" - - - - - 40.5 48' 50-5/8" 88.9 120.0 t20.0 1204 120.0 1200 120.0 48" 9g- - 29.5 22.3 46.1 43.1 107.8 120.0 48" 144" - - - ^ 35.5 .2g �'�� 0900:0 54' 794 1100 120.0 1200 120.0 1200 120.0 54" - 26.2 - 414 38,3 958 120.0 54' - - - - - 31.5 4?0: � � �o� � •• 60' 71.1 114.5 115.2 1200 120.0 120.0 120.0 60" - 23.6 - 36.9 34.4 882 1200 60" - - - - - 28.4 sz, g Z••rr.. ••0•• 66' 64.7 104.1 104.7 120.0 120.0 120.0 1200 88' - 21.4 - 33.5 31.3 78.4 120.0 86" - - - - - 25.8 .4• Jz� •••••• 70.' 59.3 99.4 980 1204 120.0 72013 1200 72' - - - 30.7 28.7 71.8 120.0 72" ^ - - - - 23.7 43.4 -j • • 19-1/8' 120.0 120.0 1200 120.0 120.0 120.0 1200 19-t/8' - - - 81.3 75.9 120.0 120.0 W&m 26-1/2' $&1 12U 1200 120.0 120.0 120.0 120.0 26-i/2" - - - 58.7 548 120.0 120.0 ARCHES TO BE tNSC eW HOWOM mm 77.8 120.0 120.0 120.0 1200 120.0 1'20.0 30' - - - 81.8 4&4 120.0 120.0 WS80E REGTAR AR S WE t 37' 63.1 It" 102.1 120.0 120.0 1200 1200 37" - - - 42.0 39.2 109.1 1200 42" 5.3.6 105.$ 90.0 120.0 120.0 120.0 120.0 42" - - - 370 34.6 98.1 120.0 48" 63" 48.6 92.4 7&7 1200 1204 120.0 1200 48" 706" - - 32.4 30.2 84.1 120.0 VERWAL �i PROD= 54" 43,2 822 704 120.0 120.0 120.0 120.0 - 288 26.9 74.7 120.0 FdlA1.l017 = 60' 38.9 73A 83.0 11&7 108.0 12MO 120.0 80 - - -- 25 8 24.2 87 3 120.0 0.v 66" 35.4 $7.2 $7.3 tOS.f 98 2 120.0 920.0 �" - - - 23 6 22.0 81.2 112 3 P PRODtkCLAM GLAZMT 72" 32.4 61.6 52S 96.4 904 f 0.0.0 120.0 72" - - - 218 202 56.1 103.0 GLAZM 00.00.1206 PROIf11GT PROM= ALL LOADS ARE EXT.(+)/INT.(-). • ° a _NATE: WI W2 MULUON Spm MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. w (INTERPOLATION BETWEEN WIDTHS ALLOWED) E` n 90 ' TYPICAL 14A "70592 W1 + W2 hppmved b�'tYilf7�to 2 Ku Hot' 11 NQAfi �- drawing no. MULLIONS 0.i � . ° M 14-01 �' '' sheet 3 of 9 DESIGN L40AD CAPACTIY - PSP DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPAC#TY - PSP �u WINDOW DM. ANCHORS TYPIR WINDOW DIM. ANCHORS TYPE WINDOW DIMS. ANCHORS WIDTH {W} SPAN A2 114 118 no Boa Hob WIDTH M MULL SPAN A8 A4 A6 B2 Hoa 114b MTH M MULL SPAN A2 A4 AB B2 Boa Bob f9-1/8- 120.0 120.0 1200 1200 120.0 1200 19-1/8- 120.0 120.0 120.0 101.4 120.0 1200 f9-1/8" 97.9 1200 120,0 62.7 90.4 120.0 z 26--1/2- 120.0 1200 1200 120.0 1200 120.0 28-1/2" 114.2 1200 120.0 73.2105.4 1200 26-1/2" 70.6 120.0 1200 45.3 65.2 90.6 1 � o 30" 120.0 1200 1200 120.0 1200 120.0 30' 1008 120.0 1200 64.8 93.1 120.0 30' 82,4 108.8 120.0 400 67.6 800 37" 120.0 120.0 120.0 101.4 120.0 120.0 37' 81.8 120.0 120.0 82.4 75A 104.8 37' 50.8 88.2 120.0 32.4 46,7 64a 42" 1200 120.0 120.0 89.3 1200 1200 42" 72.0 120.0 120.0 46.2 $8.5 92.4 42" 44.6 77.7 118.6 28.6 41.1 57.1 48" 38-318" 1200 120.0 120.0 782 112.8 120.0 4$" 74-1/4- 83.0 109.9 120.0 40.4 58.2 80.8 48" 120- 39.0 88.0 1020 250 38.0 50.0 54" 108.4 120.0 f2A0 89.5 100.1 1200 54" 58.0 97.7 120.0 35.9 51.7 71.8 54' 34.7 60.4 90.7 22.2 320 44.4 ,4 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 81.8 200 28.8 400 66" 88.7 120.0 120.0 88.9 810 113.7 66' 45.8 79A 119.9 29.4 42.3 88.8 6H" 28.4 49.5 74.2 - 26.2 36.4 72" 81.3 1200 120.0 52.1 78.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72" MO 45.3 68.0 - 240 33.33 6 19-1/8' 120.0 120.0 120.0 1200 1200 120.0 19-i/8- 1200 120.0 1200 $9.6 120.0 120.0 19-118" 89.0 1200 120.0 570 $2.1 114.1 QQQ 26--1/2" 120.0 120.0 1200 120.0 1200 1200 26-1/2" t009 1200 120.0 647 83.2 1200 26-1/2" 64.2 t120 120.0 41.2 59.3 82.3 30" 120.0 120.0 120.0 114.3 1200 1200 M. 89.1 1200 1200 57.1 82.3 114.3 30' 56.7 98.9 120.0 36.4 52.4 72.7 370 120.0 120.0 1200 92.7 1200 120.0 37" 72.3 1200 1200 46.3 88.7 927 37' 48.0 802 1200 29.5 42.5 A75-4 42" 120.0 120.0 120.0 81.8 117.8 120.0 42' 83.7 111.0 120.0 40.8 58.8 81.8 42' 4a5 70.8 108.0 280 37.4 fd 4$" 42" 111.4 1200 1200 71.4 102.9 120.0 48' 84' 55.7 97.1 1200 35.7 51.4 71.4 48" 132- 35.5 61.8 92.7 22.7 327 54" 990 1200 1200 83.5 91.4 1200 54- 495 86.3 12xO 31.7 45.7 63.5 64" 31.5 84.9 82.4 20.2 29.1 60" 89.1 1200 1200 57.1 82.3 114.3 80' 44.6 77.7 118.8 28.8 41.1 5711 80" 28.4 49.5 74.2 - 28.2 ��•• 88' 810 120.0 120.0 51.9 740 103.$ 88" 40.5 70.8 108.0 280 37.4 $1.9 Be 25.8 450 67.4 -- 23.8 to ••• •••• • Z •• • • 72' 74.3 120.0 120.0 47.8 88.8 95.2 72' 37.1 84.8 97.1 238 34,3 47.8 72' 23.6 41.2 61.8 - 21.8O '�" 0 • ' •• 0000•• 19-1/8' 12" 120.0 120.0 120.0 120.0 1200 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/H" 81.6 1200 120.0 52.3 75.3 3 g 8 IS W • 28-1/2' 120.0 120.0 120.0 107.3 120A 120.0 26-1/2" 8$.3 1210 120.0 56.6 81$ 113.2 26-1/2" 58.9 102.6 1211.0 37.7 S43 •0 9 0 0• 30" 1200 120.0 120.0 84A 120.0 1200 30' MO 120.0 120.0 500 720 1000 30" 52.0 907 1200 33.3 480 37" ff9.9 120A 120A 780 110.7 120.0 37" 83.2 1f0.3 120.0 40$ 58.4 81.1 37' 42.2 73.5 110.3 270 38.9 ••••• 42" 105.7 0200 120.0 87.7 97.8 120.0 4255.7 97.0 120.035.? 51.4 71.4 42" 37.1 64.8 9T.1 23.8 34.3 oleo a '-s• *of*:* �ry 48" 50-518" 92.4 1200 1120.0 89.3 85.3 118.5 48" 98" 48.8 850 1200 31.3 45.0 62.5 48" t44" 32.5 58.7 8.5.0 20.8 30.0 417* � 06 M �• 54" 82.2 1200 120.0 82.7 75.9 105.3 54" 43.3 76.6 113.3 27A 400 55.8 54" 28.9 50.4 75.8 - 28.7 370 13 •••••• 740 120.0 120.0 47.4 88.3 94.6 80" 390 680 1020 25.0 360 500 80- 280 45.3 880 - 24.0 3�3 Z f $ i••••i 88' 67.2 117.2 120A 43.1 82.1 88.2 88' 35.5 81.8 92.7 22.7 32.7 45.5 Be 23A 41.2 81.8 - 21.8 = • • • 72" 61.8 107.5 120.0 39.5 SH.9 79.0 72' 32.5 587 854 20A 30.0 41.7 72" 21.7 37.8 200 27.8 19-1/8" 120.0 1200 1201.0 119.5 120.0 120.0 19-1/8" 108.8 1200 120.0 69.7 1004 120.0 Way 26-f/2" 120.0 1200 120.0 86.3 120.0 120.0 26-1/2" 78.5 1200 1200 50.3 72,5 100,8ARMS TO BE NSMED TYPICAL 34" 118.9 120.0 020.0 76.2 109.7 1200 30" 89.3 1200 120.0 44.4 $4 0 88.9 ' � TYPICAL �� Std ANCHORS 37" 98.4 1200 1200 fit.8 89.0 120.0 37' 56.2 98.0 0201.0 36.0 81.8 72.1 _ l0MIZONTAL MULLM 42" 84A 120.0 120.0 $4.4 78.4 108.8 42" 49.5 88.3 1200 31.7 45.7 63.5 48' 63" 74.3 1200 120.0 47.6 68.8 95.2 48" 108" 43.3 78.8 113.3 27.8 400 56.6 VERTICAL. �� PRODUCT �� 3C 54" 86.0 115.1 120.0 42.3 810 847 54" 38.5 87.2 100.7 24.7 35.6 40.4 MUlf.10# "~ 80" 59.4 103.6 1200 38.1 84.9 76.2 80" 34.7 $0.4 907 22.2 320 44.4 zd 86" 54.0 94.2 120.0 34.8 49.9 IM3 S6' 31.5 54.9 82.4 20.2 29.1 411.4 OMLAZIMNO GLAZING ANCROR1 72" 49A 88.3 1200 31.7 45.7 1 635 72" 28.9 80.4 1 78.6 -- 26.7 37.0 PRODMMMT PRODUCT PRODUCT PRODUCT TYPICAL ALL LOADS ARE EXT.(+)/INT.(-). A#c V TYi'4CAi. c moon o 1N1 W2 MIAAM SPM M j14 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPIC& MU L.UQN A ahfGEMENT� • FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. - Wl + HN2 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WiIITH (W} - 2 �a CIVILC 1 7=2 Ay�rttved ax Wift am CA#. ` Deft 8111711 100.14- $ $ .�y 1�AN_ drawing no. ANCHORS It 11 AY11 y M14-01 sheet 4 Of) . TYPICAL ASS WPrAL ANCHORS 2 PER CLIP (1 ON EACH WM) 1 PER ANGLE \ \t $ t I 1 g R-----------1 t ! 2x2x 1/8" SNUG INSIDE MULL II I ALUM ANGLE 4 w #14 5M5 ► t . $14 SMS I I - 1-3/4 PRE-CR. fit. 1 1 1-3/4 O C. MIN 1 1 4 PER CUP 2 PER AT>Ed.E Mile • 0 Z 000 00••:. 00 Q • • ell •0000 .• 00.000 ANC11ORS 'TYPE `A2' X333 0 TYPICAL ANCHORS: 0 •••••• eall 0000. ANCHOR TYPES SU13SiTiATE MgM. EMBED.UK ED9'. � A.� / b . . . r. 0.000 i 4 bIA ULTROCONS 8Y ELCO CONCRETE 1-3/4' 2- !'- + ,• M0 .0.0.0 (FU-177 KSt, Fy-155 KSI) 9 or • / n 0 • 1 4 h1A.( EDRILim) SCREWS MQAL 1/8` 3 � ,-- a .00000 z TYPICAL ANCHORS TWICAL ANCHORS 0 0000. 4 PER CLIP (2 ON EACH WlWG) 2 PER ANGLE CONCRETE : f'a - 30oo PSI MIN. 0.0 j . • • • METAL m 1/8" AON. T#IK. STEEL Fy - 36 KSI MIN. � ��p• � , ` 1!s' MIS. TtIK. ALUMINUM ( --Ts MIN.) 8 a} } l I ! AL ANCHORS MAY BE HOC OR FLAT HEAD. �t `v ALL CUPS AND ANGLES TO fir SNUG INTO WK MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 0 f1 I r 1 f W(M ALKALI-RESISTANT COATINGS. SUCH AS I*TUMINOUS PAINT OR d ® (Di - WATER-WIVE MI:T#IACRYLATE LACQUER. N L-------------J S1�LtG FIT E MULL Lj f TX2 W 1 i 1 t A'1� 014 smus 114 sus i f t ! 1-3/e4 PERAC�CLIP 1,34,e ASme CE a gr. A�LAtiAiA[) hpPn�vcd a#can�Tyirtg frith Wr FLA PE iI 70792 M Florida StuTdi t CAN..`3538 . a � �Ad- Date � Li � TYPICAL A#•CHQRS ME : „.4•' Nth � MAYdrawing no. .• 1 M 14-01 �� Meet 5 of 9 Ffa TYPICAL MCHORS TYPICAL ANCHORS Z 6 PER CUP (3 ON EACH 3 PER ANGLE �+ � 3 1 1 1 fM ---------- ----------- -FLOATING CLIP r f 1 } ! SNUG LTi INSIDE 1dUl t1 I f i AI W ANGLE lbT #14 SMS i 1 014 SIBS 1-3/4' O.C. Mit. 1 1 4-3/4°O.C . MMM. f i 6 PER CLIP 3 ER MOLE v z .... I ...... • • • 0 w • TYPICAL ANCHORS; ••• i• �" ANCHOR TYPES SUBSTRATE MIN. EMBED. M. EDG£ t♦tt3i m Qp ••�••• 1/4' 01A. ULTRACONS BY 'EL CO' •.•• • • im ••..• 2' a (Fu=177 10, Fy-16S KSI} CONCRETE 1-3/4° 2-1/Y•• • t- .,', TYPICAL NC URS TYPE A6 . Dlk SELF .... . Z) "o'i+i � •••�•• 1/4 (6tt�E 5 4'R$i SCREWSMETAL 1/8" .T 4°• • • Q rj • / • • �Z •••.•• CONCRETE - Ire - 3000 PSI MIN. • • i...•i METAL - IN MGI. TMC. STEEL Fy = 36 KSI MIN. � V IN M*L THK. AiA*IUM (6063-TS MIN.} ANCHORS MAY BE H£X OR FLAT HEAR. AU. CPS AND ANGLES TO LTi SNUG INTO TM MULLIONS. CUPS OR ANGLES CONNECTED OMCTLY TC) MASONRY TO BE PROTECTED Mitt ALKALI-REWANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. v o c £ngr. VW ARM 2 CIVIL FC.PE 892 owe 14- L ti --w =• ;t drawing no. 14-AY 2 t' $ M 14--01 :.�' a met of 9 TYPICAL QRS TYPICAL, ANCHORS � o 2 PER CLIP (i ON EACH WING) 1 PER ANGLE OR 0 i 4- � t a� ti I att -----------i I i X 1j8 �y1 i I 1 FLOATING CUP i f " i 1 SNUG FIT �iStOE MULL 2 X 2 U AUJM ANGLE Q 114 SMS i 1 $14 SMS 1-3j ac 4 PER CLIP 11-4 ! 1-3/ ANC. GLE � U o • • Z ••. •.••V • . • TYPICAL ANCHORS: ' •• � •••••• t 9 •••• • � • v • • ANCHORS TYPE B2 � •••••• ANCHOR TYPES SU8STRATE AIN, EMBED. LII, E06E Ocw • • 1/4" OIA. ULTRACONS S1' 'ELCO' MASONRY 1-3/4" 2-1 j ••• Lel • 00:989 (Fu-L77 KSI, Fym165 KSI) WOOD 1—i j2" 1• ••• • m • }� *0000 ••••• • WOW = 26Y WOW SUCKS OR WOOD STRUCTURE S.G. = 055 MR. • � Q � ••••i• MASONRY - C-90 HOLLOW/FLLEO BOCK f m - 2000 PSI LIN. • Z �i�� g�� • • 4 PER CLIP (2 ON EAC!•! WING) 2 PER MAU els •••••• TYPICAL ANCHORS TYPiCAt. ANCHORS [BY � �Y WOOD �Jq� NOT fl1' ECO WINDOW �••� � •�� • • TMUST VJSM LOADS NOVS10 HEM � STRUCTURE 8Y GLAZING SYSTEM AND IiRANSEER � �r W OR E ANCHORS MAY fE HEX OR FLAT HEAD. A� `D N !t 1 ! ! 1 F'"K ING CUP I f 2 X 2 X I1W A 1 1 i SNUG FIT INS MULL t 1 AUUM ANGLE v 1 i 1 t I I 1 I #14 SIAS #14 SMS 1-3/44 PER COUP N. 1-3241 AEKR£ in G c 7E .t r NS Etttpr:d :A%WFtA PE a t AF s a9oa iaYAig4>#lt>;ke CAK S 92 V ' /� M' ' 2 7/VANCHORSTYPE t Boa V TYP. TYPICAL A+I w Cont ° _._, . r' drawing no. �r" sheet 7 of 9 a TYPICAL TYP CSE ® .► 4 PER CLIP (2 ON EACH YANG) y.. i t 0 UP ► i t 44 SNUG FIT U1SH1E MLU II t!! 2 X 2 X tJS- Q t# L! ALUM A;•KX.E #14 SMS #14 SMS t-3/4. O.G. MIN. i ! t-3/4" O.C. DIN t $ PER CLIP 3 PER lam � z to tt7 R : •�• Q .�•• yij ••...• 4p • TYPICAL ANCHORS; •••• •• •••••• ANCHOR TYPES TRAT£ NsEEMPM Mid, EDOE •1/4- DNA. ULTRACONS BY 'ELCO' MC Y 2-i �(Fum177 KSL FY-155 KSI) WGOD 1 1" •..• � � •.sni- � •.••• TYPICAL ANCHORS TYPE `B4h' � a •• •• • ••••�• WOOD - 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. �. 0.55 MSI":•: � d '� - A '• MASONRY = C-90 MELLOW/FHT® BLOCK Pm . 2000 to MbL • • 2 �.�� •••••• ISY OR 2BY WOW BUCKS NOT BY ECO WINDOMt �..••: :3 �.� ^ ,� �•••• MUST SUSTAIN LOADS IMPOSED BY C>1AZING SYSTEM ANO TRANSFER 14 THEM TO BUILDING STRUCTURE. W ANCHORS MAY BE HEX OR FLAT HEAD. Ics i� .} R t�7L • Al"pp tiT4 y� i� �G A�N "W2 34 Fintitia 13tdJd' ' Date waA �ftf f6 U u ut u ml 3 204 M 14-01 z.;.. sheet 8 of 9 r r w d SEE 0MT FAR Q= SM5 TUBE MULLIII 4 h � #14 FH sits - " TY smys A2 2 iTpE A 1/e" THICK ALUM CHANNEL VVV LENGTH 70 AT SNUG INFO mwlm ; ; TUBE MULLION g d } o tot TUBES MAY BE NOTCHED AS SHOWN TO ALLOY INSTALLATION OF CLIP ANGLE T I CNAX JOINT AFTER ASSEMBLY I 1 14 FH SMS T T ssii 1-1/2" O.C. MIN. I I ACCESS HOLE SEE CHWr FOR QUANTMES t T T U � -------- z 4444' 4444.. ...�.• j .• 0496.0 ., —..I _i _.. ...i I — —ly '0 69 6' � pp •6.4.4 ; 1 ; t •4600• �� 606.4 THIS SCREW CAN 8E T T 1 *0 e4' 4 c°� ...0.• INSTALLED IN EITHER I 114 FH SMS ; F 1 I ..4 9 6• Q a 0• Q1TCtiON q�+ i � 2 PER tom' t T T 9 6 . �.I • ty 1 1' O.C. MIL 1 F i • 4 Z ; i I i T T • • � �'�^ 4• i I a i ! t 4 • • .6040• W as 1-3/4" X r X 1/8' (FOR 2Btt TU UL- 3j4" X r X i/8a t�R (18Y TU CUT TO FIT SNUG *SW TUBE ANCHORS QETNL 91 METAL TO METAL CONNECWN 114 SMS SUBSTRATE Ed. W EDGE WT.IMN. CL TO CL SP Al-W& h1 S/8" M 'LID r CML FIA. PE 3 7t>ri92 I� ty 11' I Ylg CAN. 338 ` Sine +"OAR Sy drawing no. ly, A of 4 i 37" � _ .ECO-GU�F�D SERIES-500 a I WINDOW WIDTH � ALUMINUM OUTSWING CASEMENT WINDOW 35" } APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT VAIM COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 31e 0 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE MUNTNS zd MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. t�MA��) D.l CPO. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I WILL APPLY TO ENTIRE SYSTEM. \,2Jr. Q TM PRODUCT HAS BEEN DESIGNED AND TESTER TO COMPLY WITH THE �Ic " REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). !� WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS C �i i D O EMBEDMENT TO BASE MATERNA. SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 i� 3 Q 3"e ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE z u____ z m NOT PART OF THIS APPROVAL: GI x==^ j, ---� N a 4 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6� h a "� x AL. SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERNA.S SHALL MEET THE E \ -1, REOUPZMENTS OF THE FLORIDA BUILDING CODF vi THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 2 I I \\ W••. • SHUTTERS ARE NOT REQUIRED. � � �•� �e � ••••�• •• • • • $ POINT LOCK •••••• • 12" •e•i•• �" win MAX. 7' MAX. LOCKING POINTS •*•• O 0" i••••i MAXIMUM DESIGN LOAD RATING + 70.0 PSF HEAD HEAD/SILL SEE CHARTSILL o .: • (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF CORNERS WOw. s♦Erc>KTN49 .� ••••• • • ••e•• TYPfCAL r✓I ON UPTO g d• •••••• 26' .n t3 r w •• 38-3 8" � e o •••ei• 1/8" TEMP. GLASS 50-5/8" 83' eS0 pop •••••• 3/8" AIR SPACE 78 6 • • 1/8' HEAT STR£N D. GLASS 1/8' HEAT STREWD. GLASS 3/16" BEAT STREN'0. GLASS 090" InterkWer 090' Interlayer 490" M^►terloyer PRODUCTRIMIM ,q o ~ DuPont Butocite P1B DuPont Butacite PVB DuPont Butocft PV8 05 cw*"S 1LmT Wd lAmptillM NO :",L >Z 8y 'Iturorop Americo, Inc' 8Y 'Kuroroy Americo, Inc.' By 'Kta'oray Americo, Inc.' Emmasomb .w 1/8" HEAT SMWD. GLASS 1/8' HEAT STRENWO. GLASS 3/16" HAT STREN'D. CLASS SIL=N SLICONE SILICONE DOW CORNING 899 DOW CORNING 899DO 9oL?to at# � X111 CORNING 899 NO GLASS CAPACITIES ON THIS SHEET ARE ao 9 as $ 11 11 1 9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) " s 3 f I AND FLORIDA BUILDING COMMISSION If If DECLARATORY STATEMENT DCAOS—OEC-219 ngr. NAM AlW , FIAli 70392i gr CAM `t 19 AT 1/4 POINTS 3$ L0� 21 ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS GLASS TYPE 'A' GLA-25 `_YP TTOCLEAR GLAZING SEArO LEG GLASS E .g, drawing no. 232015 W11--D5 GLA I GPTI IONS y � (sheet 1of 6 ' EDGE DIST. TYPICAL ANCHORS (y A fSEE ELEV. IBY FOR 5PAtNG WOOD BUCK ' �� • • •' ••/ •• ------------------ METAL -------TY- 4 EDGE STRUCTURE U -PROV-E_D EX i'at 4 ° d ° °• tl DIST. GIST.d MULLION ANCHORS '• j SEE SEPARATE NOA t i o I`R Q $ DISI. ID No o. L=Lzj Q 10 g <� a TYPICAL ANCHORS ' TYPICAL ANCHORS SEE ELEV. SEE El". � FOR SPACING , FOR SPACING , TYPICAL ANCHORS: SEE ELEV. FOR SPACING I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. U MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4 OIA, UL---�C� (Fu-177 KSI, Fy-155 KSI) = i AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES $ ai 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) •+�}• ® = 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ; • ar ••.... DIRECTLY INTO CONC. OR MASONRYOL .�� • � �991 � 9 1 : 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) • 8 o� 1--1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) �.... z �� •••••• eo 934 30 {M OR SM DJUWNGT iC RENS (GRADE 2 CRS) •...• � � 7 'o •.�..� n ••••• INTO METAL STRUCTURES •• •• �.�- .. •.•••• STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ••••• D W ca� � .• ALUMINUM . 1/8" THK. MIN. (6063-T5 MIN.) oN ....:. (STEEL, IN CONTACT VATH ALUMINUM TO BE PLATED OR PAINTED)• • • • • SELF t>'RttLINca sc (OWE a CRs) j INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") a I 5 (NO SHIM SPACE) 8 N R INTO CONCRETE AND MASONRY = 2-1/2- MIDI. fgY INTO WOOD STRUCTURE - 1" MIN. 2 2 f7 IooO BUCK INTO METAL STRUCTURE - 3/40 MIN. tO t$ ARE E HM, E L OSILL OR R�JAAt�t ire� 356 �o PSI MIN. 2 1 _ T C-90 HOLLOW/FUM NORMAL Y�EIOff CMU AT JA I`m 2000 PSI MIN. + \ N • + \US a m n fl m � t 8 s_ 97. MAD CIVIL FM s FDA. PE M92 g r C 538 P vttEet LANCHORS TYPICA �ICAL ANCHORS &AdWS .4 ` a i Ulilli si ° a SEE ELEV. °' /"� SEE ASN 6.��f , drawing no. SPACING FOR SPACING FOR SPACING lbWIBy !fie EDGE DIST. EDGE DIST, �-05 Pr®dua C sheet 2 of 6 • Q in ' 1/4" MAX .1/4- MAX 11 SHIMS Ile mm. S}N!d { (; } D ley Wool) BUCK Si�3S 1$ 4 - _ a o IYPM& ANCHORS 8Y Wt}o1)SEE BLEV. O 0. ----- OFT -----------------___--- a. FOR SPACING � U Oa Sll'R v SEE EIEV. s�P FOR SPACING 9 s 1 1/2 w r zic it 1/4 + a 6Q 1 $ " TYPICAL ANCHOM m 2 EXTERIORo sErr s^Lev MAL D.L OPG. FOR SPACING STRUCTURE VENT YRDTiq N U o WINDOW VADTH g � • OD ...... MWA-^RADE COUNTY ••••• � �� ••••i• • 0000• APPROVED TAU WON •••• • • SEE SEPARATE NOA • •.•• TYPICAL.ANCHORS •••• ••••• SEE ELEV. FOR SPACING •• •• • JIM 00900 • — 0.000• W cam •• 1 t 0000•• EI fl `—""��'° • • • •0000• II tl •• • 04• • • S1 iL to 1 L � WINDOW Wu]TH WINDOW WIDTH " In O e 0 a a w 4 JAM AHIidAD Q CML FM PE f 70592 p pt Due ii/M�w/ live, drawing no. By C Pt0 ot J 3 ZOt #JOAOw 11 —05 sheet 3 of $ • EDGE DIST. EDGE DIST. MEfAI -- ...__ - ____-_ ---__ !"f-- -,- ------------ o 7WICAL ANCHORS SMCTURE I MUIMt-DARE COLKFY APPROVED I1 t a . SEE ELEV. FOR SPACEN0 I I MULLION & MULLION ANCHORS i SEE SEPARATE NOA `} ° I t EDGE DIST. I i Lt . as ti It g [j 0- 15 43ALT. Q� TYPICAL ANCHORS TYPICAL ANCHORS W. _ SEE ELN SEE ELNG FOR SPACIiVC FOR SPACING c_ --—� `• 1 L . � ....:. Ld Ile MAX • �{ � k �..e.. SHIMS ALT.ins ..e. •' z{r ..... ..... SEE ELEV. FOR SP °. d. 1! .• in l4r,r- • • • q . • • • • 00 0 040 •" ds a a TYPICAL ANCHTORS SEE ELEV. FOR SPACING a 1 a PROO=REVUW AN ALT. 1 i5 INSTALLATION MUMS WITH FLUSH FRAKE ADP F.nV. J%VAD � $ `: .. FLA, F70592 ti ",:° ' -- —•- - CA 3536 S 'd�rJowIN no. EDGE DISTYY. l 1 —or. sheet 4 of 6 2.75fl "m PART # QUAN'IM 4BSOMMO14 mum" bSANB.jSUPPLt1:1tfRB91ARH3 i E501 4 FRAME HFAO/SILLPAMB 8063-T6 o .540 2 E502 4 VENT 6083-TB - I 1.3303 FY108 AS REQD. GLAZING W" (5/16" IAM. GLASS) 6063—T6 — 3A E805 AS READ. GLAZING BEAD (INSUL LAM. GLASS) _ 6063—TS — ®r �2 313 FY109 AS REOD. GLAZING BEAD (7/16'LAM. GLASS) 8063-Te �g. I 4 E508 AS REGO. SNUBBER - VENT, FULL LENGTH 6063-T8 � 4.078� 2.821 4A E509 AS REQO. SNUBBER - FRAME, FULL LENGTH 6063-T8 .� v 1$93 5 E506 OPTIONAL SCREEN FRAME BG83-T5 - 7 #10 X 1-1/4'• AS REQO. FRAME AND VENT ASSEMBLY SCREWS — H WH SMS 8 E203 AS REQO. BULB WEATHERSTRIPPING. DURQM£i£R 65 SANTOPRENE ULTRAFAS V ti 9 E203 AS REQO. GLAZ= BEAD BU1.13, DIMER 65 SANTOPREN£ ULTRAFAB V 10 35.12.00.400 2/VENT 4 BAR HINGE; AT TOP AND BOVOM STEEL TRM, IISTALLED WITH (2) 110 X 5/8' SDS ® ,E 11 13096.92 1 MULTI PONNT LACK SYSTE41 ZAMAK TRUTH %13 t FRAME HEAD/SILL/JAMB12 - 6/ VENT KEEPER STEEL - - 1 1 2.354 13 1/VENT ROM OPERATOR 7AMAK/STL. TRUTH 14 PSM-SS 2/ COINER FRAME/YENT CORNER KEY` ST. STEEL - 1.330 15 FY120 AS R£QD. FLUSH FRAME ADAPTER 6083-T6 OPTIONAL ' -2.688r.�� i6 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 #10 X i-ij4' 2/ SKATE FH SDS SKATE SCREWS _ 18 #8 X 3/4' AS READ. F14 SMS XAMER SCMS - iN PAiRS 2' APART. PAIRS SPACED AT 7-3/4' O.C. 2.094 .372 .769 19 - 2/UTE SETTING BLOCK, 3/18" X 3/4' X 4' LONA EPDM DUROMETER 80*5 SHORE A -J .082 2.813 20 FLO-50 -- GLASS SPACER - 1/8'H10H SILICA FRANK LOWS V .1 886 2.811 21 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL V SEALANT: 2 SItAMI ?19 .5.59015 US}{ FF ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WiTH SCHNEE-MOREHEAD SM5504 SEAM SEALER. so 1.582 -1.7WPARIMETER CAULKING SICAFLEX 15LM ON EX'T'ERIOR ONLY. ; ••• •• I- •••••• O NT' .493 LOCKS: .... IJy 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY `TRUTH' ••••• .519 AT FRAME JAMB •••••• �' �+ •••• L�l� LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL ••••.. �? FASTENED TO JAMBS WITH (2) 10 X 5/8" SMS. ..•..• i f r a03 .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES •• as3 EACBGUiDE " O.C. FASTENED WITH (2) 0 X 7MAX. P HPH SMS •••:• 1.047 •..• i • ....i t4 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT + 8 0 GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) 10 X j5/8" P FHSMS SEE CHART ON SHEET 1 FOR QUANTITIES � � � ; WGES1 . ..; 130 tai a. , BE ' .780 120 4 BAR ST/ST HINGES #35.12.00.400 BY "TRUTH' PROD= �� g 3 .045 �_ 1"�• LOCATED AT TOP AND BOTTOM CORNERS °s Whbft �1.25s-moi FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS �ft M aw ev.-j epoWhImM 1.170 OPERATOR: IBS, t, GLAZING BEAD (INSUL. LAM. GLASS) 4A SNUBBER - FRAME SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END 394 FASTENED WiTH (6) #10 X 1" P PH SMS r .245 OPERATOR TRACK #30175 AT BOTTOM RAIL gr. JAVAD HMOI r FASTENED WITH (2) #10 X 1" P PH SMS RX PC &jG d2 g C.A.N. 3538 803 0� a � �.12D ANTI—SAG SKATES: Lj Lli Ub i .��• ViNYL ANTI—SAG SKATES BY 'M&M PLASTICS' drawing no. 1.047 (2) AT LOCK STILE AT 6--3/4 FROM TOP/BOTTOM RAILS s (1) AT BOTTOM RAIL AT 4" FROM LOCK STiLE Wl 1--05 38 GLAZING BEAD (7/16" LAM. GLASS) ® SNUBBER - VENT JUN FASTENED WITH (2} 1a X 1-1/4" P FH SDs. JUN • 2015 sheet 5 of 6 a .gyp '- F LU 44 8 14 ' 04 010 T i V ....... ..w= a, ...:. V.rw • YE-N—T CORNER FRAME CORNER � 0 C3 ` o Z Z z Z C4 r*140140 cd ass t a CMS a' S FLA. PE 70592 • �Ii RE Smpiftwi �� /+ry�f� c a i�. 38 , a No � 06 $ !oa tMtc l ` � drOwi»g no. By JU $ 2015 W 1 1 -05 Paaduct C sheet 6 of,6 i - chi 1/8- HEAT STREN'D. GLASS 3/16" STREN'O. GLASS a I .090" IN7ERLAYER 090- INTERLAYER cq BUTAaTE PVB BY 'DUPONT* BUTACI7E PVB 13Y 'DUPONT' Z i/8" HEAT STREN'D. GLASS 3/16- HEAT STRENb. GLASS H SIUCONE SILICONE o DOW CORNING 899 z m DOW CORNING 899 v 26 � y 26 14N. v 6 G 34 O Q C SETTING BLOCKS AT LAM. GLASS LL z " w REOD. FOR %D7HS EXCEEDING 36- ONLY. W £: NOTCH CLEAR GLAZING BEAD LEG TO Q z GLASS TYPE 'GI' GLASS TYPE 'G2' iu U o J n I/8. TEMP. MASS J 5/16- AIR SPACE Cn 1/8' HEAT S7RENb. GLASS n .090- INTERLAYER W SAFLEX LUG BY SOLUTIA' c� 00 •Nfl:I- 1/8" HEAT STREN'D. CLASS i ••• ry Q;; ••• •• • � r7 N • r� • +w- SILICONE i• ~ in DOW CORWO 899 •••:•• � �3� � • v� 26 Sr. STEEL •••• SZ Z •• m METAL SPACER •••••• s� �.�� • Vf � � • 15 •••••• �`' �W • SILICONE • • SERIES 600 \ / . ALUMINUM OUTSWING ENTRANCE DOOR w \ / •• . SETTING BLOCKS AT tNSUL.. LAM. GLASS _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS . - SINGLE {X) AND DOUBLE ()0() LEAF DOORS SEE SHEET 2. • � SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. ~ LOWER VALUES FROM SIDEUTE CAPACITY Y CHART OR DOOR CAPACITY WILL GLASS TYPE 03' - d APPLY TO ENTIRE SYSTEM. ra DOORS APPROVED FOR INSTAU ATIONS WHERE WATER INFILTRATION + t Z RESISTANCE IS REQUIRED. II�flAN THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 7,sy o REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS. DIST BE AND40RED PROPERLY N TO TRANSFER LOADS TO THE STRUCTURE. i ANCHORS SMALL BE AS LISTED, SPACED AS SHCI1RRi ON DETAILS. ANCHORS °HESL; DOORS ARE RATED FOR LARGE & SMALL MISSILE WACT. - EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a+tUTTERS ARE NOT REOUIRED. FlA-P 70582•, • o .o ANCHORING OR LOADING CO NDITIONS NOT SHOWN 9N THESE DETAILS ARE +CAM. 3538 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/NIETAL SCREWS, THAT �.� 2 drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE '} VIt9 Z—OS REOMUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ;'t sheet ! of 9 39 3/4" MAX 76" MAX. �V W FRAME WIDTH FRAME WIDTH o HEAD SILL ANCHORS 1 N M AT STILE ENDS Z n 3 (4) AT 3" O.C. 01- -+ 12" 12' IZu 5" MAX MAX 5'-MAX WAD " MAX Q d tx CORNHEAD S I A c�r� SILL,1 O 1 ` 0 g / ;; / \ ``CL� --n7- uQi' NO It ii vs LOCK OPTIONS ___��-__= LAK SEE,/SKEET 7 SEE SHEET 7 j ✓� SEE j \ N co = M Y t'/Z io x :i = n 11// W m m a 1 1' ' m m 1 m , 4 in a, < " i e m "' 1 a ----L----- --V- t ul cj g� • to� IrR- ti \\ •�• o O� Kf • �• ••• 1 - I ACTIVE ACTW >ll i�dtlrYA�tt' t••• z . 13cn / �•• • j 1 FALL AAUNTW SURFACE 0 0 26 15/16" FALSE MUN W SURFACE OR 26 15/16' T L26 15/16" X < •• •• Iri ••• DECORATIVE GRILL D.L OPG 110 v DECORATIVE GRILL D.L OPG 0.1- OPG m 0 •• •• ••• MAY BE USED MAY BE USED NOTE: •••••• 37° MAX. 37" MAX EGRESS REQUIREMENTS TO BE REVIEWED ; ' �• LEAF WIDTHLEAF WIDTH BY BUILDING OFFICIAL. • � • • ••• (X) (XX) d DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOUBLE (XX) MOTE: m DDIMS. LAMINATED GLASS Dost DIMS. LAIRMTED GLAW GLASS CAPACITIES ON THIS SHEET ARE a OOR BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME LEAF FRAME EXT(+) INT-H F WIDTALIEH LEAF DT FRS EXT.{+} INT.(—) AND FLORIDA BUILDING COMMISSION � N WIDTH ,37" MIGHT WII?TH WIDTH HEIGHT DECLARATORY STATEMENT DCA05-DEC-219 _`o •'- 39-3/4" 37" 9$' 70.0 75.0 76' 37' 98" 700 75.0 � c g C 4 GLASS 0.1-0_ DIMS. D.L.O. HEIGHT = FRAME HEIGHT — 11.125" £t+9r,'+►aq, D "g o O.L.O. WIDTH (X DOORS) s FRAME WIDTH — 12.813" FIl+-PE`17o¢s2 0 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 22125')/2 Browing no. 2flJ2 W12--08 sheet 2 of g 148 DESIGN LOAD CAPACITY - PSF FRAME WIDTH � � SOWTES WNAIH SINGLE OR DOUI.E LEAF DOORS (SEE NOTE BELOI:Y) HEAD & SILL ANCHORS c" SIDELITE S�FLITE �TgflRT y�pg AT STILE ENDS z aht, 3 FRAME FRAME REINFORCING REINFORCING 12" CLUSTER OF (4) AT 3" O.0 4) ANCHORS 0 INCHES INCHES E1(T.(+) INT.(-) DaX+) INT.(-) " 3" AT HEAO/SiLL Q 2 a 5 +1 24 70.0 75.0 70.0 75.0 MAX. TYP. NMAX ERD O 0 V 30 70.0 75.0 70.0 75.0 HCORORN ERS A /_ - SILL 0 pt 36 82 70.0 75.0 70.0 75.0j 37 0.0 750 70.0 50 42 61.7 66.1 61.7 66.1 70.0 75.0 70A 75.0 _--=--=--_---_-�-(-,iIi,It4,,iLrtiri�1ti1!i'-----------_--=-'`=- -\--_-\/----_\----_-•�7;�i,i,,IIiiitt1i1IIiii-7_-,^��-_/\-_-_E/\--_-==-` i1i[i,t,i1IIi 111 1�i1I1I11i \� �\,/\��\ $-1 �./� • Cpno:2430 0.0 75.0 70.0 75.0 36 86 0.0 75.0 700 756 37 00 75.0 70.0 75.0 42 61.7 6&1 61.7 66.1 z 24 70 75.0 7oU 75.0 z 30 9. 69.8 70.0 75.0 92 36 6 . 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 U�U tFtrr- oiil M-1 •.+N�24 633 63.3 70.0 75.0 03 30 88 57.8 57.8 70A75.0 36 53.1 531 70.0 75.0 11 u 37 52.4 52.4 70.0 75.0 W REINFORCINGLIj A Q0 w03I1\ N I'SEE CHART 11 M Na Lot •• • • gdACTWE i 1 0"I III ACTH •• •• Z N'^ •0 • • �� • • •G mW V a-11I• • SURFACE APPLIED •• •• X z h •• SIDELITE tA7DTH DOOR FRAME WIDTH FALSE MUNTINS CT2 32 3/4" 26 15/lI3" 26 i5ff6" • mac • •••••� �j DECORATIVE GaLL D.L. OPG. D.L OPG O.L. OPG • • • • % MAY BE USED 4 • • •• 37" • • • LEAF WIDTH •••• i • • • NOTE. SIDELITE FRAME MOTHMAX • • FOR DOORS CAPACITIES SEE SHEET 2. 76" MAX • FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT lEFi DOUBLE DOOR FRAME IPIDTH 0 r LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) av WILL APPLY TO ENTIRE SYSTEM. 'flfi�f�'eie �a 6 ' l,I1hlkPrli+tltel GLASS D.L.Q. DiMS. -� .1011- 10.o N 0.1..0. HEIGHT (SIDEUTE) = FRAME HEIGHT - 11.000" �' O.L.O. WIDTH (SIDEUTE) = FRAME WIDTH - 4.438" 0 L C< • H O f EW_ EA It t o 1-1o ,.. .� NOTE: i '6� � •1; Y GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drowing no. AND FLORIDA BUILDING COMMISSION # �. 212 W 12--08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of D9 , 4 9/16" MIN. TYPICAL ANCHORS EDGE DIST. IBV OR MOOD BUCK THROW SOLT EDGE DIST. SEE ELEVATIONSWO00 BUCK WOOD STRUCTURE PENETRATION FOR SPACING a SEE NOTE SHEET' i STRUCTURE N °° EDGED EDGE DIST. e• •.e e •.eI �- - � 'tea • Z m� 14a o„ W � O 1 1 °ul o N o °a3a 8 i iii � w Gi �v�S W t I t] 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0=05, S t i SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 0 C,Q A 1 t FOR SPACING FOR SPACING FOR SPACING 0 -m I.K = __ i 1 7 ------- __— W DO _ _z Q IU O I MIAMI-RADE COUNTY APPROVEOI I � 1 CLIPPED MULLION ;i Q z 11 SEE SEPARATE N I i ti it us cy lit g La GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS � SEE ELEVA71ONS �Lag u. FOR SPACING t! 4 In ~ i ••• • UI� .�6 s• LLJa .. a o�' H ti 0 a WOOD BUCKS AND METAL STRUCTURE NOT BY ECA WINDOWS CL 0 •••;•• ti M! �• c MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z 3� •• ••••�• • J AND TRANSFER THEM TO THE BUILDING STRUCTURE .••••• �' z �i • •••• �$ • • LLI 90 00000 •• •••••• • TYPICAL ANCHORS: SEE a" FOR SPACING • X DIA_ ULTRACON BY 'ELCO� (Fu=177 KSI, Fy-155 tcst) • • • • •• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •••• i • • 0 •0 1-1/2- MIN. PENETRAT�d INTO WOOD • THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY �1 a TreatiKe Com 7A 7 t 1-1/4- MIN. EMBED INTO CONC. OR MASONRY Jay #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) q N 33 tt 2& 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) n a ; INTO METAL STRUCTURES m o t 1 < STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ` -< z5 I t ALUMINUM : 1/8 7HK. MIN. (6063-T5 MIN.) DOOR DETAILS 'a N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Enqr a TYPICAL EDGE DISTANCE Fla sE `7s2 M - o - • INTO CONCRETE AND MASONRY = 2-1/2" MIN. • o a. t o ` INTO WOOD STRUCTURE - 1" MIN. a W ` INTO METAL STRUCTURE = 3/4" MIN. EDGE DIST. TYPICAL ANCHORS dt�pwing noSPACING . 1/Y MIN. FSE�E A1dS CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. � �. .5,• � � THROW 8pL7 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. t `'•. .: �� 2^'d$ PENETRATION sheet 4 of 9 • t 1 t t t t � v o 1/e MAX 1/4` MAX. c� c CONCEALED FLUSH BOLTS tt} I Z n 3 n SI AA6 L J LEVERS AT STILE FACE Lam// SHIN Olay Q TYPICAL ANCHORS 3 -W WWOOD BUCK d SEE ELEV. 115 AC71VE LEAF 8 v FOR SPACING jc- 26 13 0 ad ZI o 44 TYPICAL ANCHORS 0 o t 4 FOR SPACINGc 101 1 O �~Q a wa 25 EXTERIOR J x�y t9 9 D.LO. m rry E STRUCTURE LEAF WIDTH LOCK OPTIONS .-3i J tn tn SINGLE ODOR FRAME WIDTH SEE SHEET 7 J t/4" MAX. rY LOCK OPTIONS SHIN z I a MEET 7 • • �o •gyp� N SHIN >CONCEALED FW5H LTS CONCEALED FLUSH BOLTS 28Y • • : 0 '�j• •• • 3 LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE OR L • TYPICAL ANCNORS SEE EAC WE LEAF >NOW t o �'z _.• ••i• FOR SPA7 6 iY3AL'TiVE J,$Ag • • ( d26 13 25 - to Wcn/ 24 • •• • Lu �. • • $ • • • • ••• O10 • W ` 2$ TYPICA25 L ANCH�tS '-n SPACING 9 D.1-0. 11 tO O.LO. FOR t9 LEAF WIDTH EXTERIOR _ N C LEAF WIDTHq O H C DOUBLE DOOR FRAME YWOTH �� •� Vim'' � ypp N 70532L�J e l►inilgd>2°ap3 I i s� $ u � 4 drawing no. W92-08 DOOR DETAILS ` lY• 11 1 Ifsheet 5 of g • b• TYPICAL ANCHORS W SEE ELEVATIONS OD EDGE DIST. _ FOR SPACING tY N •. Z 17, `' ILi C O 22 8t 2 O 0an & a 4 3, � L. Z,4 - o • � a at ct N M an GLAZING OPTIONS REINFORCING 9 SEE SHEET i FROM N S � 18 SE REQD.SHEET � {q rpt 1/4" tu1:AX.••. H AT 5" fROA! ENDS � SEE SHEET 3 � � �'- �M . • AND 11' O.0 AJAX O 5 6 3 ZE l� M N Ur •• • • ._j in 00*000 • 1m • 26 : ! 13 gip 77 ••• ••••• ��M I-01 ••• •••••• • • 000:: • • • • TYPICAL ANCHORS • • • i• SEE ELEV. • •• FOR SPACING .Qd i ••• • $ • • • 23 •• • • ••• • 14 i8 25 • • • • :.' D.L.O. i9 9 D.L.O. t • - v TH //08 EXTERIOR LEAF WO SIDEUTE WOTH DOOR FRAME MTH N Q N � O 2 UNIT FRAME WIDTH G IM ani ,ice to EnV- JAW AWADM s o t4. .f'E1 70592 o 1Mds!'llwl�rfj c,At1. fie, s m P -.:o^._ .:.p: :.o a�..,w._. a �, 1(a�►� �a l..Lt4K� •$ Uv` n V o o v a dt•oWtng no. � e oSRs IIW12-0811 EDGE DIST. FOR SPACING SIDELITE DETAILS] , sheet 6 of 9 4 mm # PART # P-ND. DESCRIPTION MATERIAL MANP./SUPPLUM/11 MAM W 1 £601 - DOOR FRAME HEAQ/SIU- 6063-T6 - o 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - DOOR FRAME JAMB 6063-T6 - Z 3 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063-T6 - m 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063-T6 - a. IL 5 £605 - SIDEUTE FRAME JAMB 6063-T6 - O v 6 E605 - SIDEUTE SUP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - � D 7A E625 - LEAF 9' BOTTOM RAIL 6063-T6 - Q y 8 E608 - LEAF W STRIP ADAPTER 6063-T6 - v a �I 9 E609 - LEAF HINGE STILE 6063-T6 - O a Q g 10 E610 - LEAF LOCK SME 6063-76 O 11 £611 - LEAF ASTRAGAL STILE 6063-T6 - 0 12 E612 - LEAF AUGMENT BRACKET 6063-Ts - d w a 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG � Z .Fd 13A E613 - H94M BACK-UP PLATE 6063-T6 12" LONG .,1 Z. � 14 £614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-TS - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL GLASS) 6063-T6 (� w 16 E616 - SNAP COVER 6063-T6 - m t 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS RECO. SIDEUTE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. W 20 1.81202 - FLUSH BOLT LEVER - SULUYAN & ASSOC. a LOCKS: 21 FM14SS - CONCEALED FLUSH DOLT ROD ST STEEL. SULLIVAN & ASSOC. a., W APFION #1- C-122 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - � (n� a ACTIVE LFAf at 23 #12 X 3/4" - HINGE STALLION ATFASTENERS - FH SMS o M IN 4 POINT LOCK ASSEMBLY OL01-6007 BY 'INTERLLM:K USA INC.' 24 - - 3/8' DIA THREADED ROD STEEL - • • • � � q ••• ti • (2) LOCKUSG POINTS ENGAGING AT INACTIVE LEAF 25 W71323 - PIE W STI�P9NG WOOL ULTRAFAS � • •+ ••• t/2" DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 £20618-603-3020 - BLAB W'StRIPPING SANi'OP.TiENE £PDM • � Z� a� AT HEAD AND Stli 27 £206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB d -I H ••i THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RC1J528 - - GLASS SPACER SHItXX3E FRAISK LORE RIIB�R CO. • • 90m •• LOCK LOCATED AT 42-1/2' FROM 80TTOM 29 E622 - HUSH BOTS CUP NYLON - ••• � •• INACTIVE LEAF: 30 OL01 RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK •••••• • • •• 2 PORT LOCK ASSEMBLY*BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 OL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC •••••• • • AT HEAD AND SILL 33 #10 X 3/4" 2/ ADAPTER FH SETS' DRILLING SCREWS - THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS 34 - 2/ LITE SETTING BLOCK. t/4" X 1/2- X 4- LANG EPDM AT 6- FROM EACH END, LX65*5 • • c • •• LOCK LOCATED AT 42-1/2" FROM BOTTOM 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4- X 4" LONG EPDM AT 6" FROM EACH ENO, DUROIEfER 065f5 " • •• opnON 12 ACTIVE LEAF: CONVENTIONAL DOOR LACKSET !19TH HANDLE m ' DELTA 690 BY {t41WS£T' LOCATED AT 39-1/4- FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTERIOR THROW BOLT LOCATED AT 44-3/4- FROM BOTTOM SCHNEE MOREHEAD JM5504 SEALANT. r m � CONCEALED FLUSH BOLTS BY *SULLIVAN & ASSOC.' 1/2" X 2' THROW BOLTS ENGAGING FRRME AT HEAD AND SILL > � MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HWGES c" LOCATED AT 10-5/8" FROM TOP AND BOTTOM 122-8" X 5 2" X 7-5/8- . THKEXTRUDED ALUM. HINGELOCK FASTENED TO STILE WITH (2) #8-32.X 1/2- FH MS PART #'D-107 BY SUWVAN & ASSOC. � 4Ad .Z C4 INACTIVE LEAP: 3 HINGES PER LEAF134 2%4 Q " CIV CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' BOTTOM H04GE AT 10-1/4- FROM BOTTOM � � ��$:Y0592 1/2' X 2" THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4' FROM TOP5538 HEAD AND SILL CENTER HINGE AT MIDSPAN (38" O.C. MAX.) 3 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH #10 X 1- FH SMS $ Lj v OF LEAF STILE LOCATED AT 10-5/8- FROM TOP AND BOTTOM (5) SCREWS AT HINGE STILE LOCK FASTENED TO STILE VATH (2) 08-32 X 1/2" FH MS (6) SCREWS AT FRAME JAMB IW12-08 drwingno. NOTE: LOCKS MUST BE ENGAGED DURING t8 PERIODS OF HURRICANE WARNING. 4 .. sheet 7 of7 92 $ 4 � V .750 8 07 394 .130 o 4Y � •803 .045 •803 .050 .803 .045 Zr h .625 1.625 4.031078 1.047 !�- 1.047 1.172 -� 4.750 LG O O 2.062 C m U 14 GLAZING BEAD GLAZING BEAD 15 GLAZING BEAD L � 5/16- GLASS 7/16' CLASS iNSM- GLASS J: 0 1 DOOR FRAME HEAD/SILL 1.507 j 0 Q t 4.�0--�j L-.507 a1 I O a a a I J ' 7 7 LEAF TOP/BOTTOM RAIL 0 I§SO cl 0 cl 1.625 Qm�W c 4.719 .078 '1 z M Q v .078 Q 61 9 3.719 4.781 078 1.7501.507 N � 8.250 t.5Q0 - J PA 4•fl00 7.531.312 u1 rn 9 LEAF HINGE STILE .062 W I L 1.5fl7� 5.344 1.750 4.000-d{ 8 LEAF W STRLP ADAPTER ,,ate z tII N co 4 I bn .094 - •off '' O M tn SIDEUTE TOP & BOTTOM FRAME •• I .442 * _ ' 2.087 1.750 1.507 i�-•1a5o� .3t '�' /•��'-a�+ � Z�$ :. 329L •••••• 078 .078 7A 9" BOTTOM RAIL t 2 1.584 •••••• w S •i • lALIGNMENT •••• fen O)�•. • k+-1.812 t° LEAF LOCK STLLE 1.507 LEAF ALIGNM ENT BRACKET 750 r.28t •• ••s • •• J •• •• z FRAME COVER 5.344 ••.•.. • 078 375 T� • • • • -�{ le • • f M�•.687 � .125 •••• i • • � • •• 1-� 2.081 • 1.507 1.750 L574 125 3781 • • 050 t 187 .31 719 F .078 / .154 Z G 4.000- 13 LEAF CLAMP is SNAP COVER LEAF ASTRAGAL. STILE HINGE BACK-UP PLATE 9.000 N C @� 8.281 t 8 g o ai 1.500 1.500 1.250 o 625 719 - ItsSIDEUTE MULLION REINFORCING m c N s 078 En 'r.AAVp,At9aiAD ,11Ay PE � 92 , r o .moi 4.000 4.000 1.625 4.188 CAN. aes o _S v � L-JI. .078 2.097 . 1.507 .078 � � V1y• �Vt4 droving n 4.000 o. � W12-08 3 DOOR FRAME JAMB5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME s SIDELITE SLIP ON JAMB sheet 8 of g O ' 22 22 w o 22 � Z r- '0 r. 1-- 012 /- /- F• c oo m i o IL 0 C aQ g 0 Q 3; ti 4. x to m a IZ9 ar � v o in DOOR FRAME CORNER W N M� SIDELITE FRAME CORNER ID U E SLIP ON JAMB CORNER A O _o'M • • -O-q4 • Id Imm pea p 12 �� - • • • • On Ia I i w 1/t II `�1 N C O O N N O � C� r FLA.�PE U7jozv O CAN Lipffi 8 v dowing no. 2a12 W12--Q8 LEAF CORNER sheet 9 of 9