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WS-16-330 ,`9�iMRsFeas L�� Miami Shores Village ", Pil 7j?e Wlndr�lvf8' tt�Irs 10050 N.E.2nd Avenue NE � p � �!{�t�'3'i �D�3Q)I`R@p��ei'ft�._ Miami Shores,FL 33138-0000 e� its°AF ROVED Phone: (305)795-2204 - 110000 12g1 Expiration: 08021/2016 Project Address Parcel Number Applicant 29 NE 91 Street 1132060130090 Miami Shores, FL 33138- Block: Lot: JACQUELINE&IDO ALEXANDE' Owner Information Address Phone Cell JACQUELINE&IDO ALEXANDER 29 NE 91 Street (212)397-9019 MIAMI SHORES FL 33138- 29 NE 91 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 17,000.00 DYNAMIC CONSTRUCTION GROUP IN (305)562-9460 __. Total Sq Feet: 0 Type of Work:REPLACE OPENING WITH 2 IMPACT DOORS Available Inspections: No of Openings:25 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:8 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.20 DBPR Fee Invoice# WS-2-16-58599 $5.25 02/23/2016 Check#:1039 $361.70 $50.00 DCA Fee $5.25 Education Surcharge $3.40 02/05/2016 Check#:1007 $50.00 $0.00 Permit Fee $350.00 Scanning Fee $24.00 Technology Fee $13.60 Total: $411.70 In consideration of the issuance to me of this permit, I agree to perform the work covered h under in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications s bmitt'ed to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, se ants;or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,RO NG and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate a d t at all work will ane in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor t do he wor st ted. February 23, 2016 Authorized Signature:Owner / Applicant / Contractor / ate Building Department Copy February 23, 2016 1 Miami Shores Village l�� 1 1 I�C6,4 5 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 3313$ �;f del:(jos)795-2204 Fax:tag 772 INSPECTION LINE PHONE NUMBER:$305 762-4949 � 1 FBC 20 t4 BUILDINGaster Permit o PERMIT AP sub PermitNo. BUILDING ®ELECTRIC ROOFING REVISION 0 EXTENSION [DRENEWAL pPLUMB NG p MECHANICAL. PUSLIC WORKS [D CHANGE OF p CANCELLATION p SHOP CONTRACTOR DRAWINGS JOB ADDRESS . Gly, Mifaml Shores Qua._. Miami Made ZIP: Folio/Parcel#: Is the Building Historically Designated:Yes A NO Occupancy T Load; Construction Type:--Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �`�� A Phone ; Address: C " State: IrZip: Tenant/Lessee blame- ---.• Phone#° Email: 1 CONT CI'OR: ny Name. r+�i �"� (° � � Phone#• ?z0�S"CpJW6o Address: 5-1" 5ge qty: YGx ___.-State: 1 Zip' l T _ QualifierName: Phone#• � yC0 0 State Certification or Registration#; f Certificate of Competency M DESIGNER:Architect/Engineer: PhoneM Address City: State• Zip: -_ Value of Work for this Permit: square/Unear Footage of Work-. TypeofWark. p Addition Alteration p New 0 Repair/Replace p Demolition Description o orb: �r ..• Specify color, ho° ru tiles. submittat fee$,.J 0 ° Permit Fee CCF ,r CO/CC S _ Scanning Fee$ x'4 Radon fee$ �� CIBPR$ �J.�� tart 'techmal $ }0Train Education Fee$ Double Fee$ �WuduraI Reviews$ - Bond TOTAL FEE NOW DUE dr}2t24MI ISSN-� .F Bonding Cee e#f applicable) Bnditg Ctrrlap 'e Address Staff ', g��ge acme�i€afapticab�) Leta , "s —Ppe -:Statelip Application is hereby crude to obtain 4 permit to.do the work and installations as indicated; I certify that no work or installation has commented prior to the Issuart of ePCremit and that'all work will be performed to meet the standards of all laws regulating canste retion in this)uilsdi#ion.; l Irl ; .. tad haat a.-separate,permit raust be secured for ELECTRIC, PI.ktMBlld , SIGNS, POOLS, MRNACESj BOILERS,HEATERS,� OW !dER1 AFFIDAVIT. ceerti that aft< f ':' Ipf a cation is accurate and that all stork will be done,ire compliance with all applicable laws regulating construction' ionln ._ Al RING.TO OWNER: YOUR,FAILURE TO RECORD A NOTICE OF COMMENCEMENT RESULT IN YOUR PAS 4: ICE FOR:4MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 0'TAI FI C T I YOUR.I.ENDER A ATTORNEY BEFORE RECORDING :YO,J `C ENCEMENT.'" e ' l r ,.# .ir corwition to the Issuance of a building permit with an estimated value exceeding$2soo, the applicant must a copy,sof the notice of commencement and construction:r n lawtr brochure tivTll be delivered to the persa€r whose property', a rnent. Also,a certified copy of the recanted notice o commencement must be posted at the{cab site far the r � which o seven (7)clays after the building permit is issued. .In the absence of such posted not the the f err ved p Mospection fee will slgaure Signature AIERcrAGENT CONTRACTOR 'The foregoing ihstrume of was acknowledged before tree this The foregoing Inst c ent was acknowledged before e this dayof .' b � \, Y day of by o snlly �io is personally kno b 3mear- a5, as me or who has produced as t identfficatian and w , identification and who did t e,� �+ DEBORAH J.RboRiguEZ a�o� r o DEBORAH J.RODRIGUEZ UB: ; Y b� Notary Public.State o1 Florida I�lAIARY PtlBLIC: `°3 Notary Public-state of Florida Comm.Expires Apr 30.2018 - ;;RA Comm.Expires Apr 30,2018 �� oa Commisslan#FF t 18'9? �'� °¢��• My #FF 118292 7 +r Op Ft p -' 'run P� nt, mal. Seal. Q !' RI t EI BY PlansExaminer rrrlrrer Toning SUUCtural-Review ---—� •.T_m Clerk le � lxu141 k� �b ;�__ �� - �� 4 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION t CONSTRUCTION INDUSTRY LICENSING BOARD 850 487-1395 V 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 JIMENEZ, MARCOS DYNAMIC CONSTRUCTION GROUP INC 20351 SW 198TH AVENUE MIAMI FL 33187 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, _ DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work toimprove the way we do business in order to CGC1511751 ISSUED: 08/13/2014 serve you better. For information about our services,please log onto www.myfforidalicense.com. There you can find more information CERTIFIED GENERAL CONTRACTOR about our divisions and the regulations that impact you,subscribe JIMENEZ,MARCOS to department newsletters and learn more about the Department's initiatives. DYNAMIC CONSTRUCTION GROUP INC Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date:AUG 31,2016 L1408130001671 DETACH HERE RICK SCOTT, GOVERNOR - KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ; ..,gra CGC1511751 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 JIMENEZ, MARCOS DYNAMIC CONSTRUCTION 'GROUP INC 20351 SW 198TH AVENUE MIAMI W% a ISSUED: 08/13/2014 DISPLAYAS REQUIRED BY LAW SEQ# L1408130001671 i I I 001000 Local Business 14*08iot Miami—Dade County, State of Florida —THIS IS NOTA BILL D6X0t,#AY 5864'773 LBT BUSINESS NAMS/LOCATION RECEIPT NO: EXPIRES DYNAMIC CONMILICTION=GROUP INC RENEWAL SEPTEMBER 3Q, 2016 19494,$W 210 Si' 6116636 Must be displayed at place of business AIIIANft"F 3187 PursuaM to County,Code ClleptBr.BA—Art 9&10 OWNER SEC.TYPE OF BUSINESS PA CGC1511751 NTAECEIVEO DYNAMIC CONSTRUCTION GROUP INC 196 GENERAL BUILDING:CONTRACTOR PBY ATAX COLLECTOR Worker(s) 1 $75.00 07/15/2015 fCHECK' 15-157875 This Locsl Business ToxReceipt oniy confirms payment of the Local Business Tax The Receiptis not a license, permit ore certification of the holdir'sggalifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws anti requirements which apply to the business. The RECEIPT 1110.above rMW he displayed an all commercial vehicles—Mfamf—Bade Code Sec 8a-278. For atom loformation,visit ww w.miamidade.gov/taxaallg�lar 1 ACC?RLY CERTIFICATE OF LIABILITY INSURANCE1 02/02/2016 DA `' D'""") THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holier 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 endorssment(s). PRODUCER CONITEACT Marla Rodriguez INSURE SAFE,INC. PHONE 305 SSS 7080 yc No,; 305-267-4206 2246 SW 57th Ave ADSDRESS: Insures0l^inc®yahoo.com INSURER(S)AFFORDING COVERAGE NAIC# Miami FL 33155 INSURERA: Accident Insurance Company INSURED INSURER B Dynamic Construction Group Inc. INSURERC: 20351 SW 198TH Avenue INSURER D: INSURER E• Miami FL 33187 1 INSURERF: COVERAGES CERTIFICATE NUMBER: 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. ILSR TYPE OF INSURANCE POLICY NUMBER MMID LICY EFF POLICY EXP LIMITS GENERALLIABILITY EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY PREMISES a orxurrence $ 100,000 CLAIMS-MADE ®OCCUR MED EXP(Any ore person) $ 5+000 A CPP 001846900 03/26/2015 03/26/2016 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,01)[0,000 GEWLAGGREGATE LIMIT APPLIESPER: PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY PRO- LOC $ AUTOMOBILE LIABILITY Eafa81NE�Dt 1 (}L 0Mrr $ ANY AUTO t BODILY INJURY(Per person) $ AUTOLL ED CHEDAUTO.SUIED BODILY INJURY(Par accident) $ NON-OWNED PFeOPERTY AMAGE $ HIREDAUTOS AUTOS UMBRELLA LIABTZAIMEAADE CUEACH OCCURRENCE $ EXCESS LIAB AGGREGATE $ DED I I RETENTION$ I I $ WORKERS COMPENSATION WC STA - OTH- AND EMPLOYERS'W4BILI Y Y I N MS1ER ANY PROPRIETORIPARTNERIEXECUTNEE-1 NIA E.L.EACH ACCIDENT "< OFFICERIMEMBER EXCLUDED? (Maadatory In NRI E.L.DISEASE-EA EMPLOY $ 1fyes descrbe under DESLrRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMrr $ i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(AtlachACORD 191,Add9Wrral Remarks Schedule,IlIn ore space Is requhed) License Number:CGC1511751 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Miami Shores WITH TH THE POLICY PROVISIONS. 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores,FI 33138 ©1968-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010106) The ACORD name and logo are registered marks of ACORD ' i - o$ JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 8/7/2014 EXPIRATION DATE: 8/6/2016 PERSON: JIMENEZ MARCOS FEIN: 204436826 BUSINESS NAME AND ADDRESS: DYNAMIC CONSTRUCTION GI 20351 SW 198TH AVE MIAMI FL 33187 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONCRETE CONCRETE OR CEMENT MARINE PILE DRIVING, CONTRACTOR CONSTRUCTION NOC WORK-FLOO DOCK&SE Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 DCG 20M SW 1W+a" MUM% C0+�1B11781 Date: Feb 15`t',2016 County of Miami Dade Before me this day,personally appeared � who,being duly sworn,deposes and says: That he will be the only person working on the project located at. �� A)t, 7— Sworn to(or affirmed)and subscribed to me this-,5L day of t 2016,by Personally known OR Produced Identification Type of identification produced DEBORAH J.RODRIGtfe Notary PuNc-State of Flor s r My Comm,Expires Apr 30, Commission#FF ti8292Pri. l fhp Name of Notary Dynamic Construction Group,Inc J Ph:305-389-3288 Fax:786-227-6296 WM� S •f.■ "Ban M rami hores Villa e g Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (305)795.2204 Fax: (305)756.8972 Notice to Owner— Workers' Compensation Insurance Exemption 4. 4.. >r�,.te•i,hii.'.t"psi:y,..� ..,r Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is riled or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances MiSapohores Village does not require verification of workers'compensation insurance covers a contryAoys cot d labor,part-time employees or subcontractors. BY SIGNING BELOW YOU A EDGE EAD THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: ' ^M Owner fin'Public State of Florida . Jut iany Batista MY COmrMasion EE State of Florida tXpit6s 096 834297 County of Miami-Dade The foregoing was acknowledge before me this _day of _ ,20-. By q.CJb ,C XgKCkC who is perssoon^ally known to me or has produced as identification. May. 16, 2016 2: 53PM No. 1202 P. 1 ,a►coR& CERTIFICATE OF LIABILITY INSURANCE DATE( Y) L—� o5/16/20181e/2o1a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. if SUBROGATION IS WAIVED,subject to the terms and conditlone of the policy,certain policies may require an endonsemant.A statement on this certificate does not confer rights to the cartlflcate holder in lieu of such endamement(s). PRODUCER CONTACT Marla Rodriguez INSURE SAFE,INC. PHONE 305-303.7060 F p Ne. 305-267-4206 2248 SW 57th Ave ADDS: insuresafeino@yahoo.com INWRER a AFFORDING COVERAGE NAIL$ Mlaml FL 33155 [=KRA; Accident Insurance Company W&UREp INSURERS: Dynamic Construction Group Inc. INSURER C., 20351 SW 198TH Avenue INSURERD r INSURER E: Miami FL 33167 INSURER F; COVERAGES CERTIFICATE NUMBER; REVISION NUMBER: THIS 18 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER �CYEFF WO YYVI DN UR9T8 GENERALrA61LITY EACHOCGURRENCE $ 1,000,000 COMMERCIAL csE'NSKAL uABIUTY GLAIMS MADE ®OCCUR PREMISES occurrence $ '100,000 MED EXP eat person) $ 5,000 A CPP 001846900 03/2612016 03/28/2017 1 PERSONALBADVINJURY $ 1,000,000 GENERALAGGREGATE $ 2,000,000 GEN'LAGGREGAWLIMITAPPLiESPER: PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY JpECT LOG $ AUTOMOBILE UABILITY W.MINED SINGLE LIMIT $ ,xW. ANYAUrO BODILY INJURY(Pcrpemon) $ � AUTOS AUTOS SCH20ULM AUTOS BODILY INJURY(Peranddenl) $ HIRED AUTO$ AAUUTOS NEO PROPERTY DAMAGE ecadent $ $ U�REILA LIAR OCCUR EACH OCCURRENCE $ EXCESS LU1B CLAIMI AGGREGAW S DED RETENTIONS $ WORKERa COMPENSATION C STATU. DTH AND EMPLOYERV UARJUTY �CEPRIa�BER EV=DF FXECUTNENIA E.L.EACH ACCIDEW 8 (Mandatory In NH) R desc3n under E.L DISEASE-EA EMPLOYE $ DE CRSC IP nON OF OPERATIONS W. E.L.DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS I LOCATIONS I Vr=M=a(Arteoh ACORD 101,AddRIOMl Remnerks Schedule,N morn sPxa rs mqukud) License Number.CGC1511751 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF TH9 AIROVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department City of Miami Shares ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores,FL 33138 �Ttlo�REPRESENTATrvE )orgecespedes09@icloud.com ®1988-2010 ACORD CORPORATION.All rights reserved. ACORD 26(2010105) The ACORD(tame and logo are registered marks of ACORD p,S /� ` 3�3D � i ii . . .... ...... . ...... . .. ...... . .... .... . . ...... . ... ..... . .. .. .. . ...... . . . . ...... ►•� 00 0 060:600 014 i i ' e S 4 F l f - , r r r � '?¢ i��;� 10 Ar jj y ,pp 14 161" M I � 1 _ tl1 106 'th WAR i1 y� F so r &dot, Ar 711 � t� is.. + `Y� R t .� ,•tn f { s 1 , � r i x Y. v' r i c1� • - sty(„<< a.� -"F--tL�ti'0'S�4,c f'• �, ''4�''i ..-}�L}Na.�:i`p .... _' �wr ' �` �ey ,3 �G�,. ��.w� {t SQL"♦ � ^.+.I�pi 1a,a.�*?,'t�'� \`�i'F.�`. '� #a- .. , � „ r •� Nem - rl�� tt �-� `�..�* . ,,`' �'� I ►" � .�<:tl �� x711. ` ' - 'Z' 4 z �♦ 1 Eco Window Systems fd600 x Iml 36 x 80 white Glass:Impact clear sees NOA:15-0603.130 • DP:+38.28-50.04 i .•s "'• ••Oe•e . • .. • Window ndow Systems Eco Window Systems e . •e • hr200 xo Iml sh100 Iml ".'j" • •• e e e.:. 63 x 60 white 34 x 60 white 000000 s • Glass:Impact clear Glass:Impact clear s e s. *Soo ees. s s . NOA:15-0728.05 NOA.15-0406.12 'sees• • ssees '.e... ' DP . :+3 28-50.04 DP:+40.08-53.64 1% •s•�• • s s s•. sees. Eco Window Systems • • e hr200 xo Imi Eco Window Sys'tgm�• •• •••... l 771/4 x 36 3/4 white North Elevation hr200 xo Imi ;";•; so Glass:Impact clear 71 x 62 white • • • . 0000:0 NOA:15-0728.05 Glass: Impact clear • '"" • • DP:+38.28-50.04 NOA: 15-4728.05-•• e... •••••• DP: +38.28-50.04 } ' e Eco Window Systems hr200 xo Imi 71 x 62 white Glass:Impact clear NOA: 15-0728.05 DP: +38.28-50.04 0 � M CD CD 0 First FIS r Eco Window Systems B ry P sh1001mi 34 x 60 white Glass:Impact clear NOA:15-0406.12 DP:+40.08-53.64 Ecc Window Systems hi-200 xo Iml 27 x 32 1/4 white Glass:Impact clear NOA:15.0728.05 Chimney DP:+38.28-50.04 Eco window Systems hr200 x0 Iml 7x321/4 white lass:Impact clear OA:15.0728.05 P:x38.28-50.04 Truitte Glass&Aluminum Solutions Eco Window Systems Storatrord systems 3000 series sh 100 Iml 57 x 88 white 34 x 60 white \ Glass:Impact clear Glass:Impact dear NOA:15.01519.01 DP+40.04-53.64 NOA:15-0406.12 t., EcoWindowsystems EcoWBndaysys!ems DP:+40.08-53.64 &300 o qm wmn 23 x80 white ix4 white Gloss:impact dear 79 inches P4t?A:15-0715.10 NOA:14-QA20.18 GP:+3828.60.04 DP:+3826.80.04 Jeidwin I esaDoor Not being done L�+ EOD--.--D �B Eco Window Systeme N"WI4 a �V 23000wh 1x4whgeSouth ®tic. levo ilio A 23x80 white 7e mchea �A tl I 4i w Gins:impact dder NOA:14-N NOA:16-0716.10 OP.-38283 OP:+39.38-59.04 Not being done Not being done Not being done •r t Eco Window Systems Eco Window Systems sh1001mi sh1001mi 34 x 60 white 34 x 60 white • "' • Glass:Impact clear Glass:Impact clear ; 000 •00: .•06:1 NOA:15-0406.12 NOA:15-0406.12 00 • •• • •• ' DP:+40.08-53.64 DP:+40.08-53.64 000000 • • � • 0000•• 006.0• 0 . 0000 0000•• 0000 • • Eco Window Systems ' �' • • Norte Elevation 00.0 ..... sh1001mi 6� � 34 x 60 white • • ' "6 69:06 Glass:Impact clear •• •• •• 0 000000 Eco Window Systems NOA:15-0406.12 .•.•.• 6 34100 Imi , DP:+40.08-53. • • • • ' 34x60 white 64 • . • Glass:Impact clear 1 • •.••..• •' o • • NOA:15-0406.12 DP:+40.08-53.64 Eco Window Systems "" • • hr200 xo Imi •• • 71 x 62 white Glass:Impact clear Eco Window Systems NOA: 15-0728.05 hr200 xo Imi DP: +38.28-50.04 71 x 62 white Glass: Impact clear NOA: 15-0728.05 DP: +38.28-50.04 M 0 Oecond Floor Eco Window Systems sh1001mi 34 x 60 white Glass:Impact clear p NOA:15-0406.12 u w u DP:+40.08-53.64 Eco Window Systems hr200 xo Imi 71 x 62 white Glass:Impact clear Chimney NCAA: 15-0728.05 DP: +38.28-50.04 Eco Window System sh100lmi 34 x 60 white Glass:Impact clear NOA:15-0406.12 DP:+40.08-53.64 Eco Window Systems Eco Window Systems hr200 xo Imi hr200 xo Imi 71 x 62 white 71 x 62 white Glass:Impact clear Glass:Impact clear NOA: 15-0728.05 South Elevation NOA:15-0728.05 DP: +38.28-50.04 DP: +38.28-50.04 A East Elevation EDO Window System Eco lhlindow Systems looirrd x 60 white xo Imi lapid dear 71 x 62 white OA.-15.0408.12 Glass:Impact dear W.+40.08-58.84 idQA:15-0728.Q5 DP: +38.28-50.04 e�ow�+s bmW o latl 79223 why elves�cts� 9M-.0382bZM% 9 094 ®000 Eco WindowSystems Eco VVIndow SystemsoEco Window Systems hr200 xo Imi h2w xo Imi h200 xo Imt 27 x 321/4 white 27 x 321/4 white771/4 x 36 314 while Glass:Impact dear Glass:Impact dear •• • EcawGlass:Impact clear NOA:15-0728.05 NOA15-0728.05 • • • • i • X01NOA:15-0728.05 DP:+3828-50.04 DP:+38.28-50.04 • • • • • • ,z4,79 l— • •• .,• ••• • %0M.18 DP:+38.28-50.04 • • so.% •.' ? •DPk 0 an •• • � 1043 eperce d= 14 0A:A0,CS71A • • • • • • • ••• • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • •• •• • • • • • • ••• • • • •• •• North Elevation Eco Window Systems h200 xo Intl 71 x 62 white Glass:Impact dear NOA:1&0728.05 DP: +38.28-50.04 Eco Window Systems ht200 xo Imi Eco Window Systems Eco Window Systems 71 x 62 white sh1o0 Imi sh100 Imi Glass:Impact dear 34 x 60 white 34 x 60 white NOA:15-0728.05 Glass:Impact dear Glass:Impact dear DP: +38.28-50.04 NOA;15-0406.12 NOA:15-0406.12 DP:+40.08-53.64 DP:+40.08-53.64 Eco Window Systems now ms Eco O systems Eco WindowSystems sh1001m1 hr200 x0 Imi 3 boo xm! x I mi hr2Q0 xo Imi 36x80 white 71 x 62 white 34 x 60 white 63 x 60 White Glass:Impact car ••• • • • • • •• Glace:Impact dear Glass:Impact dear Glass:Impact dear NOA:15-06M.13 • • • • • • • • NOA:15-0728.05 NOA:15-0406.12 NOA:15-0728.05 DP:+38.28-00.04 • •• • • • • • • •• • • • • ••• • DP: +38,28.80.04 DP:+40.08-53.84 DP:+38.28-50.04Li • • • • • • • • • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • •• • • •• • • • • • • • •• • • • ••• • • •• • ••• • ••• • • • • ••• • • • • • ••i • • • • • • ••• • • • • •• •• West Elevation Eco Window Systems Eco Window Systems ECO Mdow Systam sh100 lmi sh100 lml 34 x 60 white 34 x 60 white ah x 60 wnita o Impad dear Glass:impact dear Glass:impact dear NOA:15-0406.12 NOA:15-0406.12 NOA:15-0406.12 DP:+40.08-M•84 DP:+40.08-53.64 DP:+40.08-53.64 �o CD Eco Window Systems Eco Window Systems hf200 xo Imi sh100 Imi 71 x 62 white 34 x 60 white Glass:Impact clear Glass:Impact dear NOA:154728.06 NOA:15-0406.12 DP: +38.28-50.04 61 E(x DP:+40.08-53.64 Not being done �x�VIC& •.. ... . . .. . . (class:Imaat dear • • • • • e • • • • •• • • • • • NOA:1&-0406.12 • e• • • • • e.• • 0P:+40.08-53.64 ♦ • •• • • • •• *00 so • • • • . • • • . • • • • • • • •• •• • • • •• •• •.• 0 0 • as 0 • c South V tion Eco Window Systems Eco Window Systems h6200 xo Imi hi-200 xo Imi 71 x 62 white 71 x 62 white Glass: Impact clear Glass: Impact clear NOA: 15-0728.05 NOA: 15-0728.05 DP: - 38.28-50.04 DP: x-38.28-50.04 Trum 57 x 88 wMts Not being done Not berg done ... Not bejng gone cess:Impact dear • • • • • • • r • Mk 750819.07 • • • • • • • • • DP.+40.04-6&64 •-; --O •• • •• • • • • • • •• • • •- --O • • • • Or • • • • • • • • • • • •• •• • • • •• •• MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.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 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 Am (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 determ' '-Dade County Product Control Section that this product or material fails t e requirements of the applicable butas This product is approved as de herein, and has been designed to comply with Ahe Flol ' ding, •• Code,including the Hi ocity Hurricane Zone. •' .•0 •0 • 0000. .. 000:0 DESCRIPTION: eries"Eco-Guard 200"Aluminum Horizontal Rolling Win I,.M.r • APPROVAL D CUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200kmt.Hod g ;...•; Wdw.(L.M.I.)"shee s ed by.Al- •0.0 Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-D*a;l81;ountyProdo t 00000 Control Revision stamp with the Notice of Acceptance number and expiration date by Me Miami1LDade •••.;. .. .0. County Product Control Section. • 0000.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ; 0 :00904 0 0 LABELING: Each unit shall bear a permanent label with the manufacturer's Ailme•or loge!;ity, state," model/series, and following statement: "Miami-Dade County Product Control Approved", unllsss otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this 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#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0728.05 MIAMI-DAME COUNTY= Expiration Date: May 27,2019 "'' ' Approval Date: September 03,2015 y9lz44115 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201794 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 previous NOA#14-0317.01) .... ...... 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 " •• • 2)Uniform Static Air Pressure Test,Loading pg;j.VC TAS�2M--94 .... • 3)Water Resistance Test,per FBC,TAS 202-941... 4)Forced Entry Test,per FBC 24113.2.1,T95.242.94 along with marked-up drawings and installation diagram of a XOV alumignrrl•; ••:• horizontal sliding window,prepared by Hurricane Engineering&Tpting,Mc.,`Test .... •• Report No.HETI-08-2226A, dated 01/15/09, signed and sealbd Lly.Candido V.Font, * • ...... P.E. • (Submitted under NOA#09-0312.08) " ' •••• ::0000: ** * ••0: 3. 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 XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) lyawmc--�n& Manue ere ,P.E. Product Cont of Expkiner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 t . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTPwED) 5. 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,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. 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 XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2228B,dated 01/15/09, signed and sealed by Candida F Font, • • P.E. � � � .... ...... (Submitted under NOA#09-0312.08) •• •• • 7. Test reports on: 1)Large Missile Impact Test per FBC, TAS 21'946 �• 2)Cyclic Wind Pressure Loading per FBC,T4,� 1-94 along with marked-up drawings and installation diagram of a?SAY aluminV%�• ••••' horizontal sliding window,prepared by Hurricane Engineeringe'-Tosting�Inc.Fest 90:649 Report No. HETI-08-2229,dated 01/15/09,signed and sealed by'Candida4F-.Writ, ...... P.E. • (Submitted under NOA#09-0312.08) ...... 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 204'94 :0000: • 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94•••• : along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. 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 XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted tinder NOA#09-03X2.08) Manuel P ez,P.E. Product Control xa iner NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition (2014), dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and.White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. •••• • • ones Soso.. F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 5th Ediltl&112014),aricl•of no S SSS:. SS financial interest,July 8,2015,signed and sealed by Javad Ahr jj�:P.E. • •; sees SSSS **so SSSS. G. OTHER •••••• e ..;..' 1. Notice of Acceptance No. 143-0317.01,issued to Eco WindotV'Sgstems, W for theis e... Series"Eco-Guard 200"Aluminum Horizontal Rolling Window,OTM.I.", approved •: on 04/10/14 and expiring on 05/27/14. """ .. SSSS.. SSSS Manuel a z,P.E. Product Contr 1 aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S W 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtgov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described ' , ed to comply with the Florida Building Code, including the High Vel urricane Zone. DESCRIPTION:Set' `Eco-Guard 300"Aluminum Fixed Window L.M.I. APPROVAL DOC W09-2Q,titled"Eco-Guard Series-300A m Fixed Wdw. (L.M.I.)",sheets 1 thr 5 of 5, dated 03/23/09,with rev' epared by Al-Farooq Corporation,signed and seale y ava ma ,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 toga,*tlhy, state, model/series, and following statement: "Miami-Dade County Product Control Appiovgd", unless otherwise•�:• noted herein. • .. .. . .. ...... RENEWAL of this NOA shall be considered after a renewal application has been•.Aio lecl and there has been••• no change in the applicable building code negatively affecting the performance of:ttds"�roduct,...., • TERMINATION of this NOA will occur after the expiration date or if there h kege• a revis Poe* •• chane:••• p aS. pP. 1, n.g5 �.... in the materials, use, and/or manufacture of the product or process. Misuse of this KOA as ab.0d4rseme44,,, of any product,for sales, advertising or any other purposes shall automatically tpmirWe this NOA. Failure to comply with any section of this NOA shall because for termination and removal oP140A. 0608:6 ADVERTISEMENT: The NOA number preceded by the words Miami-Ilado•eGounty*, Florida, aid...: followed by the expiration date may be displayed in advertising literature. If any portion eJ*Ae-NOAis 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#14-0317.03 and consists of this page I 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. 15-0715.10 MIAMFDADE COUNTY Expiration Date: June 17,2019 ' ' YeA41 ApprovalDate: September 03,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed by 3avad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 97 IW'wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A, dated 01/15/09,signed and sealed by Candido F. Fant,P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guar( s*e*xes 300 .... . ...... aluminum circular arch top fixed window,prepared by HurrlCaud I:ngin=ing& •• Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09?si@ned Ad'sodled by...:. Candido F. Font,P.E. (Submitted under NOA#09-0413.08)•••••• o.••. 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 21MU .••'•. • .... .... ..... 2) Cyclic Wind Pressure Loading per FBC,Ua 2Q3-94 ••• ••;••• along with installation diagram of a 48 1/4"wide x 96 3/8"hig11Wb-Gu5UV31D0 ...... aluminum circular arch top fixed window,prepared by HurripnC engineering& • Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/49,signed a5d.s,"ed b j••••• Candido F.Font,P.E. (Submitted under NOA#09-0413.08 *4' ••*; •01 • ;•••• 5. Test reports on: 1)Large Missile Impact Test per.FBC,TAS 2 -94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-08-2194,dated 01/15/09,signed and sealed b Candida F. Font,P.E. (Submitted under NOA#09-0413.08) Manuel Per E. Product Control E a ' er NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2195A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NDA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.America,Inc.for their "SentryGlasg(Clear and White) Glass InterIayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS ••,• 0 •• • •• 1. Statement letter of conformance, complying with FBC-5'h Edition.(2014)•,"Of no ....;. financial interest,dated July 8,2015,issued by Al-Farooq Corporation,signed and • sealed by Javad Ahmad,P.E. .0000*Goo a ,•••°, • 00.00• 0 000 00 •• ....• G. OTHER • •• • 001000 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window stems, LLC£or their Series"Eco-Guard 300"Aluminum Fixed.Window—L.M.I.,'aappro ved o4.Q,0.0/14 .... • and expiring on 06/17/19. ' Manue Pe ez, .E. Product Control am' er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 MIAMI-DADE 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) vnvw.miamidade.eov/economX Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami-Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as desc ' ' ,wand has been e r 1 with the Florida Building Code,including the a ocity Hurricane Zone. DESCRIP : Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I. APP VAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. H. Wdw. &M. " s 1 throe 6 of 6 dated 02/l2 E dat d 0 by Al-Farooq Corporation, s1gne an —se—W— 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. 0000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ••••• •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's naMe or logo—,,jt)-,.state, modelfseries, and following statement: "Miami-Dade County Product Control Ap?wbodv, unless dtherwise�••• noted herein. •00 0 0•sees* sees :0000: RENEWAL of this NOA shall be considered after a renewal application has been filed land th8re M been,.... no change in the applicable building code negatively affecting the performance of tlfispre juct. •0 :4: 00:000 TERMINATION of this NOA will occur after the expiration date or if there has been a revisioll•or Change•••;• 000 A•a. in the materials,use,and/or manufacture of the product or process.Misuse of•this;NO0s an endorsement of any product,for sales, advertising or any other purposes shall automatically ter4ninale this rjf>A:Failur`00•• to comply with any section of this NOA shall be cause for termination and removal of01 M. 0 0 0 0 a•••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Illorida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user; by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 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. Approval Date: July 02,2015 NOA No. 15.0406.12 MIAMI•DADECOUNTY 1 Expiration Date; April 08,2019 ® Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09.08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooq Cozporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 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 marled-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 tinder 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 Cuadido F. Font,P.E. (Submitted undei:NQ.%No. 49-0014.07).... 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2014 ' :'. • .. ... . .. ...... 2)Cyclic Wind Pressure Loading per FBC,TA.i j� .94 • along with installation diagram of a 106-1/2" wide x 76" high S�Guard.Sc ies-10i••••; aluminum single hung window, prepared by Hurricane EngirfM*rng & 'fMing Inc.....• Test Report No. HETI-08-2166C, dated 12115/09, signed alfa V l ed by.r-Mdo F'00 • •• No. OV-02N.071 Font,P.E. (Submitted undeY,�yQtj j 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94: ' : 0 6099:6 2)Uniform Static Air Pressure Test,Loading per Fqc, TAA 01-94 . 3)Water Resistance Test,per FBC,TAS 202-9$' ' ...;•. • 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94•' along with installation diagram of a 53-1/4"wide x 76" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted tinder NOA No. 09-0224.0 7) Ma"a ez,P.E. Product Co rol xaminer NOA No.15-0406.12 Expiration Date: Apri108,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-i/4"wide x 76-1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI.08-2170,dated 12/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-S"'Edition(2014),and of no financial interest, dated March 17, 2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635,issued by VeneUxation Testing Laboratory,Inc.,dated 12/09/14,signed and sealed byT&tlin D.$rjtnsgn,P.E7a•� . . • (Submitted under previous NOA No. 14.0317.02) 090:96 ..• 666096 3. Proposal issued by the Product Control Section, dated 03/23t",•signed by Jaime.... Gascon,P.E.,Product Control Section Supervisor. • . . • (Submitted under previous NOA No. 14-0317.02) ..•.•• ••• •.:..• 4. Laboratory compliance letters for Test Reports No.HETI.08-206X, '..' ...... HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all;'i a;d by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed bCandida T. Font,••••• P.E. . . ...... (Submitted under NOA No. 09-0224.0 7) we • 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 r ,P.E. Product Contr Ex iner NOA No. 1 -0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-2 M AM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy Trulite Glass&Aluminum Solutions,LLC 800 Fairway Drive, Suite 200 Deerfield Beach,FL 33441 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami-Dade County)and/or the AHJ(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 fa' ulremscribed livable building code. This product is approved herein, and has been designed to comp th the Florida Building Code,including the Velocity Hurricane Zone. DESCRIPTI :Series 13000-Resistor"Aluminum Storefront/Window a ll Syste -L.M.I. APPRUV CUMENT: irainummum Storefront Wall- LMI",sheets I th ted 02/06/15,prepared by MCY Engineering,Inc.,signed and scaled by Yiping Wang,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 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's pant•gr logo'ttty, state,- •••;• model/series, and following statement: "Miami-Dade County Product Control ApfMved",unl&ssoftwrwise • noted herein. .0000 0 0. 000000 0000.. RENEWAL of this NOA shall be considered after a renewal application has been fled and thWC-kas beeli.... no change in the applicable building code negatively affecting the performance of t6wp4duct. ••••0 ••••• 0000 TERMINATION of this NOA will occur after the expiration date or if there hasbeen a revision ®r change .. 00 00 0 000000 in the materials, use, and/or manufacture of the product or process. Misuse of this JJQA as an endorsement .• of any product, for sales, advertising or any other purposes shall automatically tetlnirlatd this VOA.Failure...% to comply with any section of this NOA shall because for termination and remova4of NOA. """ 0 0 0 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-DadV County,X ttrda, and followed by the expiration date may be displayed in advertising literature. If any portion of Me 140A 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. 14-0203.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0619.01 MIAM4DADE COUNTY Expiration Date: March 18,2019 Approval Date: December 24 2015 f112111 1, Page 1 Trulite Glass &Aluminum Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. +, (Submitted under NOA No. 03-121L 08) 2. Drawing No AD11-20,Sheets I through 11 of 11,titled"Resistor 3000 Aluminum Storefiont Wall-LMI", dated 09/22/11,with revision#2 dated 02/16/15,prepared by MCY Engineering,Inc., signed and sealed by Yiping Wang,P.E. B. TESTS i 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 series 3000/L-3000 aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-5893,dated 04/02/09,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA#09-1110.03) 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 series 3000/L-3000 aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-5416,dated 11/15/07, signed and sealed by Michael Wenzel, P.E. •••• (Submitted under NOA9 09-0122.06) "" *see:* 3. Test reports on Safety Glazing Materials per ANSI Z97.1-1984. .a1nd PSC:f6 CFR '• . es .sees. 1201 of a series 3000/L-3000 aluminum window wall system,4u4ared by . . Fenestration Testing Laboratory,Inc.,Test Report No. FTL-54241 dated 10AW07,07, :" signed and sealed by Michael Wenzel,P.E. 0000 •••• ••;•• (Submitted under NOA#09-0122.06) e••�'• "' ""' 4. Test reports on: 1)Uniform Static Air Pressure Test per FBC,XX. 02-94 e 2)Large Missile Impact Test per FBC,TAS 2x144: e 6660% sees.. 3)Cyclic Wind Pressure Loading per FBC,1,Q S 283-94 ;e e e�; along with marked-up drawings and installation diagram of an drumtnum cfoUTriont • system,prepared by Fenestration Testing Laboratory,Test Report No. FTI:=3398, dated 12/10/03, signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under NOA#03-1211.08) Ma Auel fere ,P.E. Product Contr E miner NOA No.15-0619.01 Expiration Date: March 18,2019 Approval Date: December 24 2015 E-1 Trulite Glass &Aluminum Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED B. TESTS(CONTINUED) 5. Test reports on: 1)Uniform Static Air Pressure Test per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory, Inc.Test Report No.FTL-3363, dated 04/24/03, signed and sealed by Edmundo J.Largaespada,P.E. (Submitted tinder NOA#03-1211.08) 6. Test reports on: 1)Large Missile Impact Test PA 201-94 2) Cyclic Loading Test,per SFBC PA 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-3326, dated 01/09/02,signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA#03-121L 08) 7. Test reports on: 1)Air Infiltration Test,per SFBC,PA 202-94 2)Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 3)Water Resistance Test,per SFBC,PA 202-94 4)Large Missile Impact Test per SFBC,PA 201-94 5)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-1010, dated 10/25/94,signed and sealed by Yamil Gerardo Kuri,P.E. (Submitted under NOA#03-1211.08) 8. Test reports on: 1)Air Infiltration Test,per SFBC,PA 202-94 2)Uniform Static Air Pressure Test,Loading per SFBC,P.A-202;94 3)Water Resistance Test,per SFBC,PA 202-44 .'. 000.:0 along with marked-up drawings and installation diagram of an�ajypa jnum VIROgw wall system,prepared by Fenestration Testing Laboratory, Inc.Test R dUQrt No.FT.L-2221, • dated Dec. 9, 1998,signed and sealed by Gilbert Diamond,P.�r•--. ....0 : (Submitted tinder NOA# 031211.08) •"' •••• ••••• 0000.. 0000 0000. .. .. .. . 000.00 C. CALCULATIONS 0• 1. Anchor verification calculations and structural analysis, compvying with FBC Sth 0000.. 000 . Edition (2014),dated 06/05/15,prepared by MCY Engineering,I11t., signed a0;a :0000: sealed by Yiping Wang,P.E. •' "" ' 2. Glazing complies with ASTM E1300.09 �2&wla I W Manuelrez .E. Product ControlExa iner NOA No.1 -0619.01 Expiration Date: March 18,2019 Approval Date: December 242015 E-2 Trulite Glass &Aluminum Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14,expiring on 04/14/18. 3. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014),dated June 05,2015, issued by MCY Engineering,Inc.,signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest,dated June 05,2015,issued by MCY Engineering,Inc.,signed and sealed by Yiping Wang,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0203.01, issued to Trulite Glass&Aluminum Solutions, LLC for their Series"3000 Resistor"Aluminum Storefront/Window Wali System— L.M.I., approved on 03/20/14 and expiring on 03118/19. *see • • Y •00• 0600•6 •• • •• • • • • e • 000 0000•• • •• 0 •• • •66.0• • • • •eee sees ! • 06e• Gees •••6• • •see•• • •e• •0••• •• •• •• • •000•0 •e•es• 0 • • • • *Osseo •• • see• • • Manu Pe ez,P.E. Product Cont of .aminer NOA No.15.0619.01 Expiration Date: March 18,2019 Approval Date: December 24 2015 E-3 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report 0 JELD-WEN, inc. Design Pro / Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) for Report No. 3480 0000 . e 0000 0000.. Current Florida Building Code •••••• sees ••••0• see:** 0 0000.. 0000 sees . . *see 0000 000.0 Method: 1 —D (En gin eering•F=buatiott): ••'•• Category: Exterior Doors • 0000.. Sub — Category: Swinging Exterior boorAssCVjWjes ••••:• e . e . . 0000.. .. . ses s e Product: Design Pro/Smooth Pro '..e' : Impact Approved For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0"(Nominal) Prepared For: `�� JELD-WEN, inc. ��.�SES F. O 3737 Lakeport Blvd. ��t,Q`:��o�� " •.�-po' Klamath Falls, OR. 97601 7 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer#73778 .o0T -. L .,�04••��w�� Dat Cont/01/2015 ��i�sS'/ANAL� %��` Evaluation Report Pages 1 —5 1111101 Digitally signed by Hermes F.Norero, P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2015.04.02 12:01:15-04'00' BUILDING DROPS n A Perfect Solution in Every Drop Date: 0 o: 34 015 Report No: 3480 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval(1)(d) Product Name: Design Pro/Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0" (Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN Inc. based on Method 1d of the Florida Department of Business and Professional Regulation Florida Building Commission. • . . .... ...... •• • .. Hermes F. Norero, P.E.does not have nor will acquire financial interest in Vv@ ernpany •• •••••• manufacturing or distributing the product or in any other entity involved ifi";Wproval pPocess of;....; the product named herein. .see* •••4, .... .... ..... ...... . ... ..... This product has been evaluated for use in locations adhering to the curre&ttWda Bulldkfg Code. ...... See Installation Instructions A010871,signed and sealed by Hermes F. Nottro, PIE. (FL j;"J%8)for*'**:. specific use parameters. :....: .. . •..• . . Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010871 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010871 for size and design pressure limitations. Hermes F. Norero,P.E. Florida No.73778 Page 2 of 5 BUILDING DROPS r A Perfect Solution in Every Drop Date: 04/01/2015 Certificate of Authorization:29578 Report NO: 3480 Quality Assurance Entity: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation&Management Institute (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST1589) Report# Report Date: SJ W2013-131-TAS 07/02/13 SJ W 2013-206-TAS 11/13/13 "" SJW2013-246 12/17/13:..-0: ••00:• 00 GeV SJW2013-231 12/03/130..... ;••�•• •.•0;. S1 W 2013-251 12/23/13...:.. SJW2013-252 12/23/13 •••• 0.00 �00 0•� SJ W 2013-253 12/23/13 •••' �'•'•• ""' NCTL-210-3925-03 02/07/14!':'0: .0 :0: ••.•. SJW2014-032 04/22/14e:.::. " 0 000.0. SJW2013-194 w/addendum 06/10/14: ' : : % 0000% NCTL-210-3916-02 w/addendum 06/10/14• 0 • NCTL-210-3930-01 02/24/14 •• .••;•� • NCTL-210-3930-02 03/10/14 '• SJ W 2014-073 06/26/14 SJW2014-077 06/27/14 S1 W 2014-072 06/27/14 SJ W 2014-080 07/03/14 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 R1 Report Date:03/13/09 Hermes F. Norero, P.E. Florida No.73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Date: 04/01/2015 Certificate of Authorization:29578 Report No: 3480 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635-10,ASTM D638-10,ASTM D1929-12,ASTM D2843-10,ASTM G155-05 Report#: ESP010982P Report Date:02/26/13 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 2) ASTM D635-10 3) ASTM D638-10 .... 4) ASTM D1929-12 • +••••• •••••• 5) ASTM D2843-10 • 6) ASTM G155-05 •••' ` ' •• ••'•% 000000 Chapter 35 of the current Florida Building Code references the following editions OElie above�rnWlened • .... .... ..... test standards: ' ...... . ... ..... 1) ASTM E84-09 ...... .' 2) ASTM D635-06 :0.0%' • • . . ...... 3) ASTM D638-03 • 4) ASTM D1929-96(2000)e01 " .":'. • 5) ASTM D2843-99 (2004)e01 •* 0 6) ASTM G155-05a After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current Florida Building Code. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 5 { BUILDING DROPS A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report Noo:: 3 3480 015 4 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate(Min.S.G.=0.55), use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. 0000 • • • 0000 .0000• Refer to Installation Instructions (A010871)for anchor spacing and more detailsof thewnstoilation ••••:• • requirements. 090.6• ' ;0000; 0000 0000 • •.•• .••• 0000• Design Pressure' 0••••0 • ••• 00006' • 0000•• NOMINAL DESIGN PRESSURE(PSIF) ••'Assltq. ...... CONFIGURATION OUTSm •• PA * i••••i IT HEI INSWING ING • . • POS. NEG. POS. G, •• • x 31-W 6'- ' 650 6S 65* 65 LMI&SMI X T-W 8'_00 S4* 5o 50' so LMI&SMI Hermes F. Norero, P.E. Florida No.73778 Page 5 of 5 6,' Miami Shores Village 1z�s11 \��0 Building Department °E� ° � ��'� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B� Tel:(305)795-2204 Fax:(305)756-8972 ` INSPECTION LINE PHONE NUMBER:(305)762-4949 6 �\`4u"to� FBC 261 -k BUILDING Master Permit No. P-16 1� ( �0 - sts PERMIT APPLICATION Sub Permit No. V"'3S [C0 - 3 3 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 221 ljp- C�I C"- - City: Miami Shores County: Miami Dade Zip: 33139 Folio/Parcel#: 11-3200.- r) ' 5cj Is the Building Historically Designated:Yes�_NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): I ® Phone#: Address: City: 91CA IY?Y ^� State: zip: 1 Tenant/Lessee Name: �> Phone#: Email: CONTRACTOR:Company Name: 1C'74 Ci,—i ' hone#: - Address: City: fi'l LCA, e State: ' --/,3,- Zip: . Qualifier Name: 1V °.� Phone#: State Certification or Registration Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ;:�Re air/Re p p lace ❑ Demolition Description of Work: j' _ >C=te2 � - Specify color of color thru tile: Submittal Fee$ Permit Fee$ " "V CCF$ CO/CC$ Scanning Fee a - Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ _� Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) q Y ,5 �. dE „. s ft & '... py ' &5 aE3�3'✓ f E cis; state Low.r2 ii y Add' \ 33� 33a 3 ✓ \ l: 3 ! 3' f a 6 � _ r� xi- rr t bo to,miet he SWAWS'of'01 k* PUMr x f \ y Y _ �� Y 3 � 3 a compl4wo With as r'.'A NOTICE OF,CONIM EXCEM9114T MAY Im j � 5 ODR 14 vp NOTICE 0tomm 4, Rdf �m ti �� AsW at Me job site .77 d , in3. . aPin � yoo3 IM z pow v oy AIR OR, a 4 SOU t watpre me this 15 , r tion and aid N6ii V. my puoUr4:", � f +} d VS, Smev, } F f •„�' ��rrgg � E 1^ y 3 z 5`m h Aft- 4 E ` Yy ✓ { .� Lam£ >A TGG 'T oWg& " li Z x2 :q C //T I L. ECO INC. TILLIT TESTING 8 ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 �.H, RRICANE HOME PROTECTION INC. 2014 (51h Edition) Florida Building Code (High Velocity Hurricane Zone) DEEPENING OF APPROVED MULLION FOR FENESTRATION SUPPORT AT: Mr. IDO ALEXANDER RESIDENCE 29 NE 91 STREET, VILLAGE OF MIAMI SHORES, FL 33138 S7 UCT J ;aL F'` r, 7T#Lp �? \,`cD_ .. ... . . . . . .. [? IA1i' Flk�x 14b.:16-138 . ... . . ... ... .. . . .. . . . . . . .. . . . . . .. ... . . . . ... . . . . . . . . . . . . 6355 N.W. 36th Street, Suite 305, Miami, Moria 31 I&-7'h8Ae: (305) 871-1530 - Fax: (305) 871-1531 /T I L I EC® INC. 4 oF- 5 TILLIT TESTING 8 ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com r ��y��fJ��1. //��..[[��//��(�(/`� FL P.E.License No.44167 • \�, �J�/�JCIW ✓T ii'Clitll�,l7� •' FL E.B.License No.X06719 2 (CONT.) OPEN HOLE TO FIT 3 SILICONED TOO � = f2 1 4 C &.glt EXISTING �o= DOOR FRAME +�++�� A. ]� ��•�� JAMB �� '�� ..........• � = Irl 3 6' 0.C. *, T nm EXISTING r O��►s OR110.•'��'��, N SIDELITE FRAME T '�� dMAL EXISTING 1"x4" P EXTERIOR ALUMINUM TUBE MULLION SECTION A-A Im- d is 0 �f 0� 5 ql y 13•15-06I,b f d- p.A � o �a TA eq 0 . 0 0 .0 t 5 b T',T- 11. qaw� •� lb a� 0000. - �o•co� t ll �,4 . 105 4 0000 1100 9Ql�i%m � 3p=. .V (o"oG T w-of 16 �►-p45rb;3 l� �, u4d . 0000 6355 N.W. 36th Street, Suite 305, Miatt3lfr rich -f3f6fiLPVoriai (305) 871-1530 - Fax: (305) 871-1531 , ILI ECO lrq TILLIT TESTING 6 ENGINEERING COMPANY a of 5 WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 rim", �X (WNtwVw '� asf - # <. s - t1 THICKNESS OF MATERIAL CONTAINING THE SCREW HEAD(INCHES) 0.125 t2 THICKNESS OF MATERIAL CONTAINING THE SCREW POINT(INCHES) 0.125 FU1 TENSILE STRENGTH OF MATERIAL CONTAINING THE SCREW HEAD(p.s.i) 22000 FU2 TENSILE STRENGTH OF MATERIAL CONTAINING THE SCREW POINT(p.s.i) 30000 FY1 YIELD STRENGHT OF MATERIAL CONTAINING THE SCREW HEAD(p.s.i) 16000 Le EMBEDMENT OF SCREW THREADS IN MATERIAL WITH t2(INCHES) 0.125 FY2 YIELD STRENGTH OF MATERIAL CONTAINING THE SCREW POINT (p.s.i) 25000 n NUMBER OF THREADS PER INCH AT SCREW WITH SEPARATE THREADS 14 TU TENSILE STRENGTH OF SCREW MATERIAL OBTAINED BY MANUFACTURER THRU TESTING(Lbs) 4060 d SCREW NOMINAL DIAMETER(IN) 0.25 DWS SCREW WASHER DIAMETER(INCHES) 0.5 Dh HOLE DIAMETER AT SCREW LOCATION=(d+1/32) 0.281 • •• • • • • ••• • • •f• • • ••• ••• 6355 N.W. 36th Street, Suite 305, MianaE.Ftidtldi M64-,P110*11e: (305) 871-1530 - Fax: (305) 871-1531 I Ll ECO c. 3 OT- 5 TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 _ k - - - rt Tai PULLOVER CAPACITY OF SCREW AT SCREW HEAD OF MATERIAL WITH t1(Lbs) 140.525 Tat MINIMUM PULL OVER CAPACITY OF SCREW AT SCREW HEAD OF MATERIAL WITH t1(Lbs) 165.833 Ta31 PULL OUT STRENGTH GRIP OF SCREW AT DRIVEN MATERIAL WITH t2 WHEN 0.038"LESS THAN Le LESS THAN 0.080A4(Lbs) 263.021 Ta32 PULL OUT STRENGTH(GRIP)OF SCREW AT DRIVEN MATERIAL WITH t2 WHEN 0.080"LESS THAN Le LESS THAN 2/n(Lbs) 312.500 Ta33 PULL OUT STRENGTH(GRIP)OF SCREW AT DRIVEN MATERIAL WITH t2 WHEN 2/n LESSTHAN Le LESS THAN 4/n(Lbs) 256.250 Ta4 TENSION CAPACITY OF SCREW MATERIAL PER MANUFACTURER TESTING(Lbs) 1353.333 TFINAL 1 MIN MAX(Ta1,Ta2),Ta31,Ta4)IF 0.038"LESS THAN Le LESS THAN 0.080"(Lbs) 165.833 TFINAL 2 MIN(MAX(Ta1,Ta2 ,Ta32,Ta4)IF 0.080"LESS THAN Le LESS THAN 2/n(Lbs) 165.833 MIN(MAX(Ta1,Ta2),Ta33,Ta4)IF 2/n LESS THAN Le LESS THAN 4/n(Lbs) 165.833 TFINAL3 2/n 4/n 0.1429 0.2857 t2 0.1250 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• •• • • •• • • • • • • •• • • • • • •• ••• • • • • ••• • • 6355 N.W. 36th Street, Suite 305, MiaVj• 1:1bifdail(¢•- Phow (305) 871-1530 - Fax: (305) 871-1531 ` s ,/IT1 dEC0 ir�C. 4 0� 5 TILLIT TESTING G ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 t1 THICKNESS OF MATERIAL CONTAINING THE SCREW HEAD(INCHES) 0.125 FUl TENSILE STRENGTH OF MATERIAL CONTAINING THE SCREW HEAD(ps.i) 22000 Q THICKNESS OF MATERIAL CONTAINING THE SCREW POINT(INCHES) 0.125 FU2 TENSILE STRENGTH OF MATERIAL CONTAINING THE SCREW POINT (p.s.i) 30000 EDl EDGE DISTANCE OF SCREW ON MATERIAL CONTAINING THE SCREW HEAD,PARALLEL TO FORCE(INCHES) 0.5 ED2 EDGE DISTANCE OF SCREW ON MATERIAL CONTAINING THE SCREW POINT,PARALLEL TO FORCE(INCHES) 0.5 SU ISHEAR STRENGTH OF SCREW MATERIAL OBTAINED BY MANUFACTURER THRU TESTING(Lbs) 2600 d ISCREW NOMINAL DIAMETER(INCHES) 0.25 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • •• • •• • • • •• • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • 6355 N.W. 36th Street, Suite 305, Miatg,PJbrtda%nrad, Thom: (305) 871-1530 - Fax: (305) 871-1531 1 1 1"T ILI ECO TILLIT TESTING 8 ENGINEERING COMPANY 5 WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 Sal BEARING CAPACITY OF SCREW ON MATERIAL HOLDING THE SCREW HEAD(Lbs) 458.333 Sat BEARING CAPACITY OF SCREW ON MATERIAL HOLDING THE SCREW POINT (Lbs) 625.000 Sa3 SHEAR CAPACITY OF SCREW LIMITED BY ITS TILTING THRU tl,t2 WHEN t2 LARGER THAN tl 928.078 Sa4 PURE BEARING CAPACITY OF SCREW REDUCED BY EDGE DISTANCE AT MATERIAL HOLDING SCREW HEAD(Lbs) 458.333 Sas PURE BEARING CAPACITY OF SCREW REDUCED BY EDGE DISTANCE AT MATERIAL HOLDING SCREW POINT(Lbs) 625.000 Sa6 SHEAR CAPACITY OF SCREW MATERIAL PER MANUFACTURER TESTING(Lbs) 866.667 SFINAL MAXIMUM SHEAR CAPACITY OF SCREW DRIVEN INTO STEEL(Lbs) 458.333 ,///Il/Ilij��i �,�ER p►. 17, No. 44167 Ate•'• ••• 44 •moi ... � ,�� dpAL ## • ••• d • ••• Jr• ••• 6 • V • J•• • • 6355 N.W. 36th Street, Suite 305, Miagi•ljbrt4a VlG0, tholt: (305) 871-1530 - Fax: (305) 871-1531 f(t�pp ggpppp��q��pp�8Bea �y��qg 5pq �}�P�®(�lj [�� J �w j�. //2 py � g ��] AME °� p�$ �J MN OR (/��® /j�.�j _ ®1RD8@�O�FVO'9 a� YdNJBJFHOW H�J <tO�12�6{SYV �F�4S Q9 6?7 �L 80 Nf�a� F.) B�IE9SB AME 7-80 PS � ��JL fid' N BASIC WIND SPEED = 175 mph RISK CATEGORY H BUILDINGS: RESIDENTIAL, APARTMENT AND COMMERCIAL BUILDINGS DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE �� - • ,-_• PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH-ARE PROTECTED AGAINST WIND OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEE( OF BUILDING, AND WHICH ARE NOT PROTECTED AGAINST • • •r s i' .;a••i% BORNE DEBR! BY PEAK OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. WIND BORNE DEBRI BY PEAK OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. 000 e•`" �•• • r • • PEAK 2 2 2 2 2 20 FTS < A < 50 FT A 50 Fie , ••••' . J'' ••••: ROOF A < 20 FT $ 20 FT S A < 50 FT A A 50 FT '� A < 20 FT HEIGHT •••• POSITIVE NEGATIVE o• • r r••e (h) POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE • • 7": oosoo 0' - 15' 66.8 89.4 63.8 . 83.4 59.8 75.4 8..7 110.3 84.7 104.3 80.7 1 • t • •'•.•• r > 15'-20' 70.9 95.0 88.6 - 63.5 BO,l 9112 1 17.2 90.0 110.8 85.8 1 02.4 • . •.e•:e > 20'-25' 74.3 99.5 .0 929 66.6 84.0 976 122.8 94.3 116.2 89.9 107.3 • e :00o • • • 93.4 > 25'-30' 77.2 103.4 73.8 96.5 69.2 87.3 127.6 98.0 120.7 99.2 111.5 r' ; •*o* • :**to • 30'-40' 82.1 109.9 78.4 102.5 73.5 92.7 107.8 135.6 104.1 128.2 118.4 • 86.0 115.2 82.1 107.4 77.0 97.2 1 T3.0 142.1 1 D9.1 134.4 104.0 124.1 89.4 119.7 85.4 111,6 80.1 901,0 I77.4 147.7 113.4 139.7 108.1 129.0 ADA�!oQ'S PEAK® WW H&Wff vs DESM LOAD FOR COMPOMEN73 &g� NO � ��0�pl IK N�Qff PO ./fC1RB'Y W. �'';, F�NE'STRAT70N DEFINED AS; �(L` - BASIC WIND SPEED = 175 mph RISK CATEGORY 6 BUILDINGS: RESIDENTIAL, APARTMENT AND COMMERCIAL BUILDINGS / (I) A � S x L, WHERE F� DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE L = WINDOW/ DOOR WIDTH L DETERMINATION OF P05177VE OR NEGATIVE PRESSURES FOR A GIVEN OPENING DETERMINATION OF POS177VE OR NEGATIVE PRESSURES FOR A GIVEN OPENING �•/ L = WINDOW/ DOOR HEIGHT. OR OPENINGS OF A BUILDING WHERE _t41O OPENINGS ARE SURROUNDED BY OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY UD OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND ti WHICH ARE PROTECTED AGAINST WIND BORNE DEBRI BY PEAK OF IMPACT WHICH ARE NOT PROTECTED AGAINST WIND BORNE DEBRI BY PEAK OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. PEAK A < 50 Ft A _> 50 FT 2 A < 50 FT 2 Z '� A s 50 FY ® d 6 Lj ROOF HEIGHT (h) POSITIVE NEGATIVE POSITIVE NEGATIVE POS?IVlt' NEGATIVE POSITIVE NEGATIVE L ` > 60'-70' 84.5 154.977.8 137.1 113.4 183.9 106.8 166.0 > 70'-80' 86.9 159.3 80.1 141.0 116.7 189.1 109.8 170.8 89.1 163.3 82.1 144.5 119.6 193.9 112.6 175.0 > 90'-100' 91.1 167.0 83.9 14ZB 122.3 198.2 115.1 179,0 > 100'-120 94.7 173.5 87.2 153.5 127.1 206.0 119.6 186.0 _- > 120'-140 -_PZR __ _90.1 158.6 131.3 212.7 123.6 192.1 - - - -- > 140'-160 100.6 1 �63.�-- � 2r8$- - --- -+2-7.1 �', , I�, - > 160'-180 103.1 189.0 95.0 167.2 138.4 224.3 130.3 202.5 > 180'-200 105.4 193.2 97.1 171.0 141.5 229.3 133.2 20Z 1 � > 200'-250 110,5 202.5 101.8 179.2 148.3 240.4 139.6 S: > 250'-300 F1=NESTRA77ON DEFINED A 114.8 210.5 f05,S 186.2 154.1 249.8 145.1 225.5 llEi (1) At = 1 xI. . WHERE � I > 300'-350 118.6 2174 109.2 192.4 159.2 258.0 149.9 233.0 p6F ®��pp4(�®� 3 � - - _ - -- L = AS PER GRAPHS > 350'-400 122.0 223.6 112.4 19ZB 163.7 265.4 154.1 239.6 (2) Ag = S x 4 . WHERE > 400'-450 125.0 229.2 t 15.2202.8 167.9 272.0 158.0 245.6 9�C FENESTRATION DEFINED AS: S L = AS PER GRAPHS h > 450'-500 1278 234.3 117.8 207.4 171.6 278.1 161.6 251.2 (i) At = L1 L , WHERE TABLES MAX (Al. Az) TO USE L = FENESTRATION HEIGHT NOTES: (2) A2 = S x L , WHERE 0�:'djl S = PANEL WIDT HPROFESSIONAL ENGINEER'S SIGNATURE AND SEAL INDICATED ON THIS ��y6A61a0aR0apg® L = FENES777ATION HEIGHT I I BASED ON S.C.E.DP4VflNG ARE' YAPPLICABLE TO GENERIC KIND 7 10 CHAPTER 30, REQUIREMENTS FOR A BASIC WINDE CHARTS °°� �l� �Jt��A®�®© USE A = MAX (At, A2) Lu SPEED OF 175 mph &APPLICABLE IMPORTANCE FACTORS. 4 S. °°°......... ®® 2010 FLORIDA BUILDING CODE - MIAMI DADE COUNTY p a � �`�Ertlg�° ��®�®® ASCf 7-10/WIND PRESSURE CHART, RISK CAT. Il BLOCS. DRAWN BY: > ?I SPECIFIC DESIGN WIND PRESSURE MARKED OR HIGHLIGHTED ON TH15 0 �° ° GENERIC CHART$Y THE CONTRACTOR FOR AN SPECIFIC JOB, AT THE TIMEv FIXED WINDOWS/SINGLE DOORS/STOREFRONTS/SLIDING A.G. FOR APPLYING FOR A PERM?, AND DETERMINED BASED ON AN SPECIFIC PRODUCTS WHICH=TY_ ° ® / ® �r MAMI-DADE CO °a GLASS DOORS OR HORIZ. SLIDING WINDOWS SINGLE HUN PEAK ROOF HEIGHT, WIND EXPOSURE, END ZONE, HAVE NOT BEEN APPROVAL a �v oT & CASEMENT WINOQWSfpOUBLE DOORS. 03/12//2 LL ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CER77FIED BY THIS 4 o WIND q y� g g q g ENGINEER. I L7FE C7� V6889® PRESSURE C9'ART PATE m �- - \ INDICATED PRESSURES CORRESPOND TO THE BASIC WNO SPEED 175 mph Q SHOULD THIS CONDITION NOT THE ACCEPTABLE TO THE BUILDING OFFICIAL, � � �°° � � ® TILLIT TESTING & ENGINEERING COMPANY (KD- 0.85) THEN THIS SIGNED AND SEALED GENERIC WIND PRESSURE CHART SHALL MAXIMUM END ZONE AND INTERIOR ZONE e��® es55 Nty srtn St sro.soy, NRGIMA(lARDENS, ll iY166 12-068 NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFfC DESIGN WIND CONDI770NS AND FOR ALL ROOF SLOPES. 6®®�e ° ° opo N no;(305187 1-1830.Fos:(305)871-1531 EXPOSURE C" PRESSURES ARE REQUIRED i0 BE CERTIFIED BY A PROFESSIONAL A �'� r° '� oa a-mar toteco®aotcom No w�cwPnoN oarE etu N° tusaratron DRAWING No EF ENGINEER ��BPD�Ag NAL� -0006719 ��g4®°°�4o W FLORIDA T I T'J44 P. E a EE a SHEfT t OF 1 aaaaaoaaao�® • 72" 111" V 8 WINDOW WIDTH WINDOW WIDTH S(2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES AND LOADN MARKED WITH '*' ON SHEET 2 ONLY I 10 5/8° MAX. 4" Z h mo 3 1/2" MAX. 4" rog 3 1/2° MAX. HEAD SILL 3" m� 3 HEAD/SILL A 3" a HEAD/SILL A CORNERS Z z 0 J CORNERS 3 `\ in 'v CORNERS 3 _ in �v Ix �"" CL O4 U C II II II I' 0 li II li It CYO ? 4 �I I� D �I I� 4 rS 4 jl /j I� D �I /j I� /j O E Q 4 rl m apps��°t�r.DO G3 1 1 G 00 o $ -4r .. � li ii li it � li it li it J cZ� Nm li II it II II it tl tl Q W � � 3 3 •• U rB ` ` •� J HL FALSE MUNTINSFALSE MUNTINS " •• & • 4" 32 3/4" 32 3/4" 32 3/4 • (SURFACE APPLIED) (SURFACE APPLIED) .. • • ••••• MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. • •• ... • W 3/8" 36 7/8" ECO-GUARD SERIES--200 • • Ix ....:. VENT WIDTH ;-> VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW tj .N' • TYPICAL ELEVATIONS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER •• N 0 ••�• ••••' CHARTS SHOWN ON SHEETS 2. Z 00 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3: z � SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER O d• EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING IU g MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. 4, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16" AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a B HURRICANE ZONE (HVHZ). o g .090" Interlayer 090° Interloyer 090" Interlayer o N z Butacite PVB SentryGlas Butacite PVB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ,,, 0 0 0 0 B 'Kurora America, Inc.' Kurara America, Inc.' LOADS TO THE STRUCTURE. u '' ' Y Y BY ' Y By 'Kuraroy America, Inc.' 1011 1 o 1/8" HEAT STREN'D. GLASS 1/8° HEAT STREN'D. GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS a� V o 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. z SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. GE SCS 2000GE SCS 2000 ST. STEEL M o A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. o zm Zm Zm 0 � SILICONE ALL SHIMS TO BE HIGH IMPACT, NON—MEI`AWC AND NON—COMPRESSIBLE. g o 0 0 0 DOW 899 { I Loamvom 22 �i !I tO 22 I r !i !i i. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I• i I i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE i t +i it d is a REQUIREMENTS OF THE FLORIDA BUILDING CODE. !i !i 23 i i 23 i iii 23 i r Engr. J CML PRODUCT REVISED i `N FIA PE 70 2 n4 complying with the Florida N 10 10 0 CAN. 5 AcceptBuildiance No 1 -0212 ,05 0 0 29 E. iration No u1_1 ut 29 AT 1/4 POINTS ON LITES 29 AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT By WIDER THAN 36" ONLY WIDER THAN 36" ONLY 29 LAM. GLASS AND INSUL. LAM. GLASS ALL SIZES Mium'Dade Product t„ontr drawing no. ASS TYPE `A GLASS TYPE `B' GLASS TYPE `C' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS L �, 2015 W09-12 GLAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) y�U W W/0 REINF. WITH REINF. W/O REINF. WITH REINF. W/O REINF. WITH REINF. N GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE o' WINDOW DIMS. A 'A' 'H' 'C' WINDOW DIMS. A 'A' B. 'C' WINDOW DIMS. A 'A' 'B' C. Z j WIDTH HEIGHT £XT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+} INT.( ) WIDTH HEIGHT EXT.(+) INT.(-} EXT.(+) INT.(-) EXT.(+} INT.(-) z 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 74' 26„ 9 70.0 80.0 80.0 90.0 70.0 80.0 Q g al 37" 26" 4� 70.0 80.0 80.0 90.0 7a.0 8a.0 106-1/4" (3} 12 7a.a 80.0 80.0 90.0 70.a 8Q.0 106-1/4' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 a! IL O >O 53--1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 0 t"it M v 74' 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 E 38-3/8' 38-3/8' Q; D a 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 0 a d 37" 38-3/8" 4 - 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 - - 80.0 90.0 70.0 80.0 (� 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8' O m 50-5/8" - 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 7a.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 8a.0 {5} 0 a Q fl 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" 0 00 tY 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 Q w 3 0 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (6) 12 70.0 70.0 80.0 82.6 70.0 80.0 7263" " 9 70.0 80.0 80.0 90.0 70.0 80.0 LL Z 0-,- 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 70.0 70.0 80.0 80.4 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 J M J 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 Q W $ 37" (6) 4 68.9 77.5 80.0 90.0 63" 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 • 0000 53-1/8" 6 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 • • c� Goo*** • 74" 70.0 70.0 80.0 80.4 i` 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 8a.0 84" 36" 9 70.0 8a.0 80.0 90.0 70.Q 80.0 i' J • •a ...... 24" 4 70.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 �' an . • 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - 80.0 90.0 70.0 80.0 •• a (n ••••� •••. • 48" 24" 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 •• o LU o ••••• 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 84" (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 .. N n•• • 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 ••• ••• •• • 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" N 1� • • 9 70.0 70.0 80.0 90.0 70.0 80.0 • 04 W)•x•bi' •••••• 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) 36" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 ••• ® 3 to •n •••••• 48" 4 A = NO. OF ANCHORS PER HEAD & SILL `i n bp"• 6 ' • 60" ( } 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB Z •I; 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 3: 24-24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 O � 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 -80.0 87.6 70.0 80.0 , V p O r'w W 48" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL W W a,� ~ 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB (1/4w) (1/2W) (1/4W) 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 1j I 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �6) 6 v 70.0 70.0 80.0 90.0 70.0 80.0 60" 6 70A 7a.d 80.a 90.0 70.0 80.0 {1/3W) (1/3w) (1/3W) e 72" 8 70.0 70.0 80.0 87.6'� 70.0 80.0 o a o a A = N0. OF ANCHORS PER HEAD & SILL % OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH v �' a o a vza � c� � ( ) = NO. OF ANCHORS PER JAMB �XOX, * MAX. LOAD FOR THESE SIZES 1S -90.0 PSF IL WITH (4) ANCHORS AT MTG. STILE ENDS o N OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE' o GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 'XOX' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 [-. Engr: JAVAD AHMAD PRODUCT REVISED CML FLA PE � 70592 as complying with the Florida _ C.A.R. 3538 Building Code Acceptance No '(5"� r. m p LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ELj ALL EXTERIOR{+} LOADS SHOWN ON THIS SHEET ARE Ex iratior►t?ate FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL. 9¢y 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF nai i adoProdncC drawing no. SEE SHEET 3 FOR DETAIL. W09-1 2 -- sheet 2 & 7 TYPICAL ANCHORS SEE ELEV. U WOOD BUCK R SPACING EDG DIST. N s METAL STRUCTURE m v of 4° d 4• EDGE DIST. MIAMI—DADE COUNTY APPROVED o a d °• ° a S ST: MULLION & MULLION ANCHORS c o Z h j J` tEDI& D, 4 . °',' SEE SEPARATE NOA I S O EDGE DIST. { O nn Q V. o 0 17 a LL in {= s'd y rl p M O 1 + 0 IL rl 9 TYPICAL ANCHORS TYPICAL ANCHORS 14 0 ,• n—I •I TYPICAL ANCHORS � ��p N SEE ELEV. SEE ELEV. SEE ELEV. Q w ` ' I I FOR SPACING FOR SPACING w li II ii II •i FOR SPACING j !j I; d I ;I Q W ti d II i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM -� ego' •••••• AND TRANSFER THEM TO THE BUILDING STRUCTURE. ••., J �•� •� II I, ,I I I • +e•? ..... I 00 :.... •ct ti I; WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING v - 04 1 .2 • a ..... W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA, ULTRACON BY 'EL�O' (Fu=177 KSI, Fy=155 KSI) W .' y ••�•. AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •• } w ••w ••••'• O SEALANT' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) �aeo •••� • ... x CLSEALANT:Ix = THRU 1BY BUCKS INTO CONC. OR MASONRY •. •� O :••••: -4 W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH g �. g o X i JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) I p • W I' I' ' i 'I 1-1/4 MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) _Z t� 00 Ilr a � DIRECTLY INTO CONC. OR MASONRY N z o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) � O d 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o U w W M W rn� F II #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) i INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") d II 'I INTO METAL STRUCTURES II 11 ` II Zi w In STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o Q o II III ; �I 14 15 16 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g o M o TYPICAL EDGE DISTANCcoE a: INTO CONCRETE AND MASONRY = 2-1/2' MIN. a) Z . 1 0 2 N a INTO WOOD STRUCTURE = 1" MIN. 1t3 F w a a INTO METAL STRUCTURE = 3/4" MIN. a� a 13 M w ` WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. o 0 0 0 0 0 I 3 j to°, w �ce , _ CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. In (n C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I•'m = 2000 PSI MIN. 26 I I m 0 Engr. JAVAD CML� O PRODUCT REVISED N h g da ° A. FLA PE 70592 as complying with the Flodda o CA N. 3538 Building Code T _ v Acceplance No E t�j. u m X3 2 I4 in t Ex iratio Date p r a 'd a \ n v w v` v ° d \ Z V $ I TYPICAL ANCHORS ' ANCHORS SEE ELEV. 1BY SEE ELEV. By drawin no. a W1 FOR SPACING WOOD BUCK I FOR SPACING mi adePwductCa�t 9 W09-12 EDGE DIST. _J EDGE DIST. sheet 3 of 7 1 4 MAX. U S S twv 1/4- MAX, SHIM O @ O 5 WOOD BUCKS Z ti 21 B 7 C TYPICAL ANCHORS TYPICAL ANCH04 ORS 17 ° SEE ELEV. SEE ELEV. – --- – – – – – – e. FOR SPACING O p O FOR SPACING – V U EDGE DIST. METAL N STRUCTURE TYPICAL ANCHORS O STE MIAMI—DADE COUNTY APPROVED a� SEE ELEV. MULLION & MULLION ANCHORS o0 0 FOR SPACING �� SEE SEPARATE NOA Z - p • off .� - 'Y EDGE O a • ' ' I DIST. �" � N tu 0. n. �7 7 U L"-_ -_._X O 28 ALT. 0 IL Q rl O NSG TYPICAL ANCHORS TYPICAL ANCHORS Q w LL In SEE ELEV. SEE FOR SPACING FOR SEPA ING LL Z to j aW • r 0000 • 0000•• • U • 9• o • ••• •• J 000 • J 1 0.0000 ••• 0 L 09• •cam N •9•p 00... •• • • ^• • • •� 0009• a ••000• i �0 • 04-0N9 • • c •.M N • • I Q•r 0, I • 9 D Z •9� 1/4" MAX. g 3 O0 SHIMS ALT. N Z v 28 0 J TYPICAL ANCHORS i' U 0 -i SEE ELEV. W W on m �2 FOR SPACING d - 1 .1/4ti u) th v) O N OLLJO TYPICAL ANCHORS SEE ELEV. FOR SPACING w o' " .a •. W -d N o o o a z z z Z) G •�(J C O O O O P ALT. � � QmUaW N Q I 28 = 2 a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVCAnOLAHMAD PRODUCT REVISCD a FIA. PE 70582 as complying with the FltYlida N :v qYD CA . 3538 AcceptancBuilding e No 0 B. italionDate /� $ q v d II I3 t ° 1�J 2015 hUCaul drawing no. Pte- D t. EDGE DIST. w09-12 sheet 5 of 721 ti 2.750 1.067 17EM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 FY201 1 FRAME HEAD 6063-T6 N 3/16" 1„ 2 FY202 1 FRAME SILL 6063-T6 - rn 500 .71 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z h j 1.434 I Q� 813 iv iv 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - 0 m 062 5 FY10y AS REQD. FIXED FRAME JAMB 6063-T6 - Q n 062 1.718 I 6 FY104 I/ VENT FIXED MTG. RAIL 6063-T6 - �! m O 3.249IL 1.140-�I 12 y1 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - d LJiI 8 FY206 1/ VENT JAMB STILE 6063-T6 O VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - LLQ •813 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - V 2'095 .519 .130 f0A FY110 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - Q'a W M Ll.140-1-1.610- 1.250 11 - AS READ. REINFORCING BAR STEEL - IL 0 t .719 045 803 045 .803 12 - AS REQD. REINFORCING BAR STEEL - N .0 0 FRAME HEAD 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD. a W .U. 2'246 I I 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - �' Z Lu u m 1.140 �•I 1.047 �I y.047 � �M 062 15 FY209 2/ VENT ROLLER BRASS - Q W 1.140 1.61 O 219 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 1 o GLAZING BEADS o'�9 .• 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 00��• 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS • tj •• o • .813 19 W23181 AS REQD. FIN SEAL W�STRIPPING - ULTRAFAB J 0 Lo •••• Y- @8 JAMB STILE 24 Q300T19d AS REQD. BULB SEAL Q-LON SCHLEGEL � • 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65+5 2- 2.063- (n •••�• ••• • 1.058 r3 2'063 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65±5• $ W -0150 ••.••• • •.••• 3.876 078 2.501 1.254 23 FLB-50 AS READ. GLASS SPACER SILICONE FRANK IOWE • Uj �j••• 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. • : •• 25 #8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS • ' t- • • (�r••a •.•••• 1.140 1.340 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS• �i j M a' • • _ / / _ O M•Y�? • • 062 w •••••• 27 1 VENT 5 1b" BOX SCREEN _ OPTIONAL I � .+ •�• 500 L1.344-4 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z 00�29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A o ai Z ,n Imo-2.750 �j M 7O MEETING RAIL `i 00 w o�2 FRAME SILL w W :2 1. 314 250 1.422 1.202 O Ia a W .340 .312 062 v o $ a O v N Z a O .062 ]a Fo v � o 1.375 Vc �+ ti o o O SILL TRACK rc � c� O FIXED MTG. RAIL .500 1.187�1 �j .750 o M O 0 0 0 0 0 062 Baa moow 062 m o - 2.750 2.812 2.812 2.750 Engr: JAVAD AHMAD PRODUCT REVISED e o 2.688�{ CML s�complying with the Flol�d>d `i N 'lC-If{ FLA. PE # 70582 Building Code o .062 C N. 3538 Acceptance No+sem 8 Inc a a' f?x iration Date S9 � S x 4L-1 .500 69 �° v� v v f�- �, j 13y drawing no. t-874. 969 ` lw1i� o lladc Pro@act Contr1687 1.688 261 illi_ 15 W09-1 1 2 �4 MOV. FRAME JAMB �5 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7 C; U I rn 0 Z t` Otem J T Q i s a_ LG 0 0 0 Q.<a g G <�� N LL z t�; o LOM aWH • ....66 .. ,• d . o. • $ J t 0.00.0 FRAME TOP CORNER • to • . V1 .009m 90600. 004 J 000se 09 LLJ ... Q •.:.. • • • .a }.. 0000. VENT TOP/BOTTOM CORNERS " • C� V)0 • ...0.0 0000 } w .. 17 0000 to r) N . , N O Qi. 0000.. V1 Cry 0' 1 • 0 Cn O �Q r7 WW �w W 0) xxZi = z Ul Ul K N U7 OC K F it D :v tW'1 lW7 � L1 CW9 r3 z z z z 6�t7 O ' O Engr: JAVAD AHMAD PRODUCT REVISED n B CIVIL ns complying with the ClorMs N a FRAME BOTTOM CORNER FA. E 70592 Building Code c x CA . 3538 AcceptanceNots �a.d4 Lx itationDete l� Lill y v � 1s y E B d �Q1� asdts>Prttdt drawing no. W09-1 2 FIXED MTG. RAIL CORNER sheet 7 of 7 2.688 V 1'608 WINDOW WIDTH N .Q62 I FALSE MUNTINS o 0 D.L. OPG. co N Z m 3 .769 (SURFACE APPLIED} r• 1.813875 OPTIONAL A 0 z e -a 0 }� W F1.000 2.611 3 co U ry 0. 062 O O 7Q FLUSH FRAME ADAPTER O d fes-- 2.750— FRAME .750 FRAME HEAD/SILL/JAMB Q 4 II 11 0LQ 00 < V4 aj .750 � 813 M-80 ZOI I f I1, � II II +„� is 4w � S .050 0 --- --- !1 11 N • 2O goes GLAZING BEAD z Ii ii • U 0.00 0 0000•• � It II 0000 ^i •• I 0000•• }�1.070� =—==�I======FF==== • 3 to Iflf II I1 0000 Qy- • o� • • ••• a N 0000 ,� • • II II • ••• 0000 b 0000• 373 I I i I y • 0 0000 ,t (a b: 0000• 050FTI - =====EF= 00•• • �I I (�0.;� i+ 0000.• :00:4 Cl �1� • +� gooses ANCHOR COVER • O p M • •• f�•i• I :gee•: Soo 6' MAX. 12' MAX. :3t Z ,n HEAD/SILL LL o CORNERS O p S U W WrnmW_ TYPICAL ELEVATION ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS D.L.O. DIMS. u o D.L.O. HEIGHT = WINDOW HEIGHT — 3.625" o 8 N W r APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE m o o COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER D.L.O. WIDTH = WINDOW WIDTH — 3.625" Y WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING ° ' a a a MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. y m N M n O t3 °r THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o o S REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a m o 0 HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER c LOADS TO THE STRUCTURE. ! THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Er,yr. 'AyAD AHMAD PRODUCE REVISED N o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML as complyingi `� 'N EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. vithifisE7orr+!>m F CAN. 38 92 ]3uildiagCOde 2 � ;+ Acceptance No �� 15•10 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Ex itatiot►Date ° NOT PART OF THIS APPROVAL. �� 2019 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. / BY MATERMiami adaProduclC>o drawing no. COME IINTOALS ICONTACT WITH OTHERNCLUDING BVr DISSIMILARDIISSIMILAR MATERIALS SHALED TO STEEL/METAL LMEETHTHE � � � �oi� W09-20 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 5 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSI+ �V 8 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' N " " WIDTH (W) LENGTH (L) EXT.(+) JNT.(-) EXT.(-►•) 1NT.(-) WIDTH (W) LENGTH (L) ECT.(+) 1NT.(-) EXT.(+) 1NT.(-) .090 Interlayer 090Interlayer O ap 3 Butacite PVB SentryGlas 24" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 Kurara America, Inc.' 'Kurora America, Inc. -� �' y �' y 30' 75.0 80.0 80.0 90.0 37" 26' 75.0 80.0 80.0 90.0 h 9 3/16' ANN. GLASS 3/16" HEAT STREN'D. GLASS 36" 75.0 80.0 80.0 90.0 53-1/8' 75.0 80.0 80.0 90.0 IR ! a 42" 3 75.0 80,0 80.0 90.0 74" 75.0 80.0 80.0 90.0 O p 0 6, SILICONE SILICONE 48" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 0 v DOW CORNING 899 DOW CORNING 899 GE SCS 2000 GE SCS 2000 54" 75.0 80.0 80.0 90.0 37" 38-3/8' 75.0 80.0 80.0 90.0 p z 0° z_ °D 60' 75.0 80.0 80.0 90.0 53-1/8, 75.0 80.0 80.0 90.0 0 I II II II 66" 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 v prl ° 4 i I y� o I !j `O c� I !j 72" 75.0 80.0 80.0 90.0 26-1/2" 75,0 80.0 80.0 90.0 0' a > g I� Ij 5 li Ij 5 0 0. .j Q N 4 24' 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 !i !I AT 1/4 POINTS !i !i AT 1/4 POINTS 50-5/8- 0 13 8 ON L.ITES WIDER it ii 8 ON LITES WIDER 30- 75.0 80.0 80.0 90.0 53-1/8- 71.3 76.0 80.0 90.0 O n i THAN 36' ONLY iri THAN 36" ONLY 36" 75.0 80.0 80.0 90.0 74" 71.3 73.1 80.0 90.0rQ 13 42' 48" 75.0 80.0 80.0 90.0 26--1/2" 75.0 80.0 80.0 90.0 J is 48' 75.0 80.0 80.0 90.0 37" 63' 75.0 80.0 80.0 90.0 4( #8 X 1-1/4' SMS #8 X 1-1/4' SMS 54" 75.0 80.0 80.0 90.0 53-1/5- 67.9 72.5 80.0 90.0 AT 3-1/2" FROM ENDS AT 3-1/2' FROM ENDS 60' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 • • 10" O.C. MAX. AND 10" O.G. MAX. • •••• •••••• 66' 75.0 80.0 80.0 90.0 37" 76' 75.0 80.0 80.0 90.0•• • i� (}• . p •• GLASS TYPE 'C' GLASS TYPE 'D' 72- 75.0 76.6 80.0 90.0 53-1/8- 67.9 69.8 80.0 90.09• : ••� ••••i• •••• • Ln • • 24- 75,0 80.0 50.0 90.0 U1 •• • ZING OPTIONS 30" 75.0 80.0 80.0 90.0 ."' ••••� • • W ... �.... ..... 36" 75.0 80.0 80.0 90.0 see a: Lu ..w". ..:•• 42' 60, 75.0 80.0 80.0 90.0 •. • g �t t;e k ...... 48" 75.0 80.0 80.0 90.0 .... s• 54" 66.8 71.3 80.0 90.0 : • $ C�nto •••.;. •"i r•.m 60' 60.2 64.2 80.0 90.0 L ; 'j c0" N • 66' 60.2 64.2 80.0 90.0 % " � 0 A , ' •�' WINDOW WIDTH WINDOW WIDTH W. WIDTHI 72" 60.2 64.2 80.0 90.0r -1 '1 -':�'0 r 24" 75.0 80.0 80.0 90.0 p Z 6 a 0- - r --- - 30 75A 80.0 B0.0 90.0 3 moi/ 0 �o�I I38- 75.0 80.0 50.0 90.0 � Lu 0)gI ii42" 72" 75.0 80.0 80.0 90.0wI .. I48" 75.0 76.6 80.0 90.0 NOTE:z54" 65.8 71.3 60.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED L r I VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 60' 64,2 80.0 90.0 0 24- 75.0 80. 0.0 90.0 0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30' 75.0 80.0 80.0 90.0 v 6 a N 1 N 36" 84" 75.0 80.0 80.0 90.0 m o 0 o r --- -- 1 - ^ r - 42" 70.0 70.0 80.0 90.0 va 0 I I I F 48- 65.6 65.6 8Q.0 90.0 0 o ' o I I ,, I 54" 64.3 64.3 80.0 90.0 I r 24' 75.0 80.0 80.0 90.0 3 W. WIDTH 30" 75.0 80.0 80.0 90.0 c y o N 38' 96° 75.0 78.2 80.0 90.0 NOTE: N 6 0 0 0 0 42- 64.6 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE a WINDOW WIDTH H WINDOW WIDTH I I 48" 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 24- 75.0 80.0 80.0 90.0 g, o 30" 108- r 9 PRODUCT REVISED 75.0 80.0 80.0 90.0 En JAYAD AHMAD o c� 0 CIO 36" 74.5 74.5 80.0 90.0 CML as complying with the FtorW I N FLA PE 0592 t3u'sldin Code C r r r 3 I { 42" 61.5 61.5 80.0 90.0 C.A.N. e (> I,5.10 A4ccptance No 5- a $ L J 24" 75.0 80.0 80.0 90.0 Lex iration Date .. j� U. 30" 120" 75.0 80.0 80.0 90.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5 74.5 80.0 90.0 ii tv c;mi ado oduct drawing no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS �U 1 201 WO9-Z4 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheet 2 of 5 1 BY TYPICAL. ANCHORS WOOD BUCK SEE ELEV. FOR SPACING METAL TYPICAL. ANCHORS 2 OOD BUCK � w STRUCTURE SEE ELEV. FOR SPACING OR o WOOD ST TURF 4 ' d ' a.6 :. j MIAMI-DADE COUNTY APPROVED N a d' �'• ' °a a °" MULLION & MULLION ANCHORS ° a . "• SEE SEPARATE NOA Z 3 pZ 7a as in 0 In7 0 w � U ' IL A I 1 � #H � i � 1% a � N of v 0 cy� � � O QaQaa TYPICAL ANCHORS TYPICAL ANCHORS O !j SEE ELEV. FOR SPACING N 0 SEE ELEV. FOR SPACING - a � � 10 m u !! I' TYPICAL ANCHORS: SEE ELEV. FOR SPACING .... !! �i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. — I! �! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTR C,ON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) 00 .�� t3 ""o "'•;• AND TRANSFER THEM TO THE BUILDING STRUCTURE. -6 P, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES .... —: '.. �•�•;� ii !! 1-1J2" MIN. PENETRATION INTO WOOD •••: - !! !� THRU 1 BY BUCKS INTO CONC. OR MASONRY •,� •c'� I` II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ..�� _ **see• DIRECTLY INTO CONC. OR MASONRY •� N 000••• O ! ! 1-1/4 MIN. EMBED INTO CONC. OR MASONRY o '. OC o J W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ;�*. A � •O o: � ��••�. z ii ii INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") N � 05* INTO METAL STRUCTURES 3:: Z o !3 !� STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) d !j !i ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o U r w _j !i !i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w W O)m i! i! TYPICAL EDrQ DISTANCE !i !i INTO CONCRETE AND MASONRY = 2-1/2" MIN. !i !i INTO WOOD STRUCTURE = 1" MIN. W W Do !! !! INTO METAL STRUCTURE = 3/4" MIN, 3i 3 " !j !I WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. ° W W A o !i !i CONCRETE AT HEAD, SILL. OR JAMBS Vc = 3000 PSI MIN. !! !! C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 1500 PSI MIN. y II II � oo2D z z z I! I! :I :I li li z li li SEALANT: 3 .2vM � � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o 0 0 0 ! ! JOINT SEALER. a'► a z a _.. I \ V) \ N + 1 of I I Engr. JAVAD AHMAp PRODUCT REVISED ! o d a c CML as complying with Ow Flod& ► iv a as C FLA. 70592 Ruildin Code ! c 2 A• CA.N 538 g Acceptance Ido !S•C►715. 4. p e v p Expiration Datej o g o a D 0 4 oy TYPICAL ANCHORS ° 18Y I TYPICAL ANCHORS Miami adclProQrtct'C V drawing no. v SEE ELEV. FOR SPACING WOOD BUCK I OR SPACING SEE JUL 2015 W09-20 sheet 3 of 5 ITEM f PART REQD. DESCRIPTION MATERIAL. MANF./SUPPLIER/REMARKS 0 U 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - o N 2 FY302 AS READ. GLAZING BEAD- 7/16" GLASS 6063-T6 - I 3 FY303 AS READ. ANCHOR COVER 6063-T5 - 1/8' THK. 6 Z r 4 E203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 6 ALUM STRAP 0 F 5 F'LB-5D 1 GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE H W _ a 6 010 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS / O to 2 7 FY120 - FLUSH FRAME ADAPTER 6063-76 OPTIONALIL 8 - 2/ LITE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A Q; Q u. p� M 00. aa g 0 cv hIt 0 a W �. ia LL Z U) S yin WELDED JOINTS • • U.... o ....s. •.•� o • .• ,n .•••.. MIAMI-DADE COUNTY •••• N • 8808 • • APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS SEE SEPARATE NOA TYPICAL ANCHORS •�� :**see••••' SEE ELEV. FOR SPACING � • • ••.• •.•.• CORNER RETAILS _ (4 fu— •••. )-- •4. .•..•• U) • • gypO' to t t • • LyiJ Oa0 U)r) � • o .80 -- - - - -- -- C5 0 _ _-._.._.._.._.._.._.. ,._.._.._.._.._..--.-. I 0 7w WLL rn� TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/SHIM' W 1/4- MAX. U=, to I to vy 1/4' MAX. �� SHIMS TYPICAL ANCHORS C H SHIM tit,/) SEE ELEV. TYPICAL ANCHORS FOR SPACING SEE ELEV. cx 0 3 o FOR SPACING v 3 of v v = a z D t •Y. �j O XR METAL c 0OSTRUCTURE co—._._._._.—._._.—._._._._. _._._._._._._._._._._._._._......_... v PRiODUCT REVISE?- Engr: JAW M AHMAD @ o jJ592 as complying with me Florida o Building Code o1 BY Acceptance No j 15 O m pEXTERIORW00b BUCKS >=x iration Datey� �By D.L OPG. iVli E ade Product Browing no. 2015 W09-20 WINDOW WIDTH sheet 4of METAL w ' STRUCTURE N TYPICAL ANCHORS TYPICAL ANCHORS MIAMI–DADE COUNTY APPROVED I o SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORSOto SEE SEPARATE NOA Y z 4 p o' I 9L v 1 � I t4 ALT. Q CL Q Q viO IS 00 TYPICAL ANCHORS Q91 SEE ELEV. FOR SPACING LL Z N s m rJ U' U~ • •.ss p •s..•• • • to •• • J�.• • Ln •' ...: s ••e•� • •gees• •.• � see• � • • • ••. Ci P A *see v es•.• Nw • mo •..• a �fi. •• • • M r- rn • • r'! rn •es•e. • a48w?-' • • w 0 1 iee..s ` V ) •• 7�•• • • 1!4" MAX. SHIMS ALT. z y j O -uj (�1i d a ' • w w w a•d TYPICAL ANCHORS SEE ELEV. FOR SPACING L. 4 N OO O Z z z a Vj m c� M QC r o °' �° b a 0 0 0 0 ALT. c a m o 0 g INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMao PRDDUCf REVISED in e� o CML as complying with tho Florida `i N FLA. CA . 3538 g2 Dailding t:'ode "a Acceptance No ti s-0 1�.10 v Ex iration Date ee M � �t n V a v w y v a I TYPICAL ANCHORS JU 20i5 Nfiam adeProduct drawing no. ' SEE ELEV, FOR SPACING / W09-20 1- sheet 5 of rj O U LU 53 1/8" 53 1/8" A4 000 WINDOW WIDTH WINDOW WIDTH 1Y 47 3/8" 47 3/8" Z J D.L.O. (FIX. LITE) O.L.O. (FIX. LITE) g d 1 6" MAX. 12" MAX. 6" MAX. 12" MAX. Q` a "p HEAD A HEAD �¢ m w HERO HEAD m W OJ v U CORNERS 3 ' CORNERS 3 � ¢ 0 ° O Imai U U X C tc tD 0 � v in+ I + I I I cf Q m V I ,f 1, I D I I i t Q IL Q r1 \ >< I f I SWEEP LATCHES - r `- 00 a AT 12-1/2" II �. iI - 0 " M LL o 0 II FROM ENDS _j d w N u- o J a II B I TYP. \ X II II 2 lA gg to Z M Q X N(�J yJy� U N II II•===-II Q W W W O It II II `chop ci 0 II 0 ---- === a o +I N Z B + v J Doi II II II 3 3 J jr to 0 co Z II II ui W II I II pq co Z(} M �I ii�, , S o t7 ? to l �. II m (.7 ! II vi IWW 6P " 3 I I I+ U-) z n J wC I I in 4j Uj > NO ANCHORS AT SILL NO ANCHORS AT SILL I 3 0 M N FALSE MUNTINS w I� FALSE MUNTINS � t7 (SURFACE APPLIED) (SURFACE APPLIED) � Z OPTIONAL 47 3/8" DPTIONAL 47 3/8" 00 D.L.O. (VENT) D.L.O. (VENT) a Z o SPRING LOADED LATCHES J 50 3/16" AT 7" FROM ENDS 50 3j16" I o T a VENT WDLITES OPTIONAL TO VENT WIDTH w LJ rn F ECO—GUARD SERIES-100 SWEEP LATCHES ALUMINUM SINGLE HUNG WINDOW EQUAL UNEQUAL LITES (ORIEL TYPE) 0 W DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS CHARTS SHOWN ON SHEETS 2. m o m TESTED UNITS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o = o 0 N W U N COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER • ° 0 3 0 •• WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING • t W ••• 000 •• •• MIAMI-DAD£ COUNTY APPROVED MULLIONS IN BETWEEN. • u S r a •• • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 0• 0 D ••••;• WILL APPLY TO ENTIRE SYSTEM. • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE W ;; W � •• 000&, • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY - t, v • • • HURRICANE ZONE (HVHZ). 0 0 0 �:::• M v [� W 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 • •�' o • • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. En r: JAVAD AHW t •• •••.• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISS IMPACT. 9 CML a ,i • SHUTTERS ARE NOT REQUIRED. FLA. PE # 743592 N � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE o NOT PART OF THIS APPROVAL. PROpUCi ItEYIS$D CA.N. 38 d m A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. os cotuptying with the Fludda Buceptading ce NN A 0' ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. AcceptanceNt :t V1V• U ,2 3 20 5 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT >~~e imtion Date 2 9 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE n}, W09-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE. Dullest Dade Product Contro sheet 1Of 6 EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS WIDTH WIDTHw DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF lm� o GLASS TYPES GLASS TYPE GLASS TYPES o FLANGE DIiiIS. 'A', 'B` & 'C' FLANGE DIMS. 'A' 'D' & `C' Z WIDTH HEIGHT EXT.(+) 1 NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1 NT.(-) Q I- Z 19-1/8" 75.0 90.0 / is-1/$" 75.0 90.0 75.0 90.0 H W 1 Q � a 1 24" 75.0 90.0 'j' 24" 75.0 90.0 75.0 90.0 /, a; IL p O 26-1/2" 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 m } M U 32" 26" 75.0 90.0 < / W 32" 50-5/$" 75.0 90.0 75.0 90.0 < 37" (3) 75.0 90.0 = 37" (5) 75.0 90.0 75.0 90.0 p� = p a 40' 75.0 80.0 = 40" 75.0 90.0 75.0 90.0 a = c�~i 48" 75.0 90.0 48' 75.0 90.0 75.0 90.0 a p lu(ry O 53-1/8" 75.0 90.0 53-1/8" 75.0 90.0 _75.0 90.0 G IL q A vii 19-1/8" 75.0 90.0 19-1/8" 75.0 90.0 75,6 90.0 z °N3 OD M 24" 75.0 90.0 /' 24" 75.0 90.0 75.0 90.0 w Z c9 �Wj i �' a .. 26-1/2° 75.0 90.0 26-1/2° 75.0 90.0 75.0 90.0 O °is LL Z N to 2 M 32" 38-3/8" 75.0 90.0 32" 63" 75.0 90.0 75.0 90.0 z ,1 Z PNT J 37" (4) 75.0 90.0 37" (6) 75.0 90.0 75.0 90.0 w Q W ri R 40" 75.0 90.0 40" 75.0 90.0 75.0 90.0 Q 4$" _ 75.0 90.0 QUAL LITES 48" - - 75.0 90.0 o UNEQUAL LITES (ORIEL TYPE) 53-1/8" 75.0 90.0 53-1/8" - - 75.0 90.0 Z � J N rn 75,0 90.0 19-1/8 75.0 90.0 75.0 90.0 0i J Ln 24' 75.0 90,0_ 24" 75.0 90.0 75.0 90.0 � VI Co 26-1/2" 75.0 90.0 _ (n 26-1/2" 75.0 90.0 75.0 90.0 w _ 32" 50-5/8" 75.0 90.0 32" 76" 75,0 90.0 75.0 90.0 Q vi W 37" (5) 75.0 90.0 w 37" (7) - - 75.0 90.0 z V) w 40" 75.0 90.0 IL 40" - - 75.0 90.0 V) W ao 48' 75.0 90.0 4$" - - 75.0 90.0 zo m rn 53-1/8" 75.0 90.0 1 = 53-1/8" - - 75.0 90,0 +� w 0 O 19-1/8" 75.0 90.0 z 0 r 24" 75.0 90.0 a TO QUALIFY FOR SMALL MISSILE IMPACT RATING Z o 26-1/2" 75.0 90.0 ° EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. z o 32' 63" 75.0 90.0 O 0 0 _3 Z 37' (6) 75.0 90.0 w I U w j 40" 75.0 90.0 ¢ 1/8" HEAT STREN'D. GLASS w W M 2 I'' U 48" 75.0 90.0 a 5/16" AIR SPACE PRODUGTROViSED / 1/8" HEAT STREN'D. GLASS ascomplying�vlththeFlorida 53-1 $" 75.0 90.0 z / 0 ' � 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS Building Code ,,, �L, 19-1/8" 75.0 90.0 Acceptance No W .090" Interlayer .090" Interlayer .090" Interlayer iratiou Datc 2 24" 75.0 90.0 2 _ I- DuPont Butacite PVB DuPont Butocite PVB DuPont Butocite PVB ti rc o a o 26-1/2" 75.0 90.0 w 8y 'Kuraray America, Inc.' By 'Kurcray America, Inc.' By 'Kuroroy America, Inc.' By _ vi z o " rIi o Product u o w u N •• 32' 76" 75.0 90.0 • y� a 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS • 37' (7) 75.0 90,0 _ y{ w �' •• ••• 40' 75.0 90.0 Z a v o ' m, • •• Ci w SILICONE SILICONE w SILICONE • ••e�• 48" - 75.0 90,0 • Z z m DOW 899 Z m DOW 899 z m DOW 899 • • 53-1/8 U)75.0 90.0 � � � N � � � q • � M at u� • •••. • 16 o °° '�'-p C14 ••.• rn m I rn 13 � ' oW m • •• � I I II jl v •t m a c w •••••• P li II SETTING BLOCKS AT • • LAM. GLASS AND INSUL. LAM. GLASS • • NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS• 8 :- • •• •••••. • $ 218A ' 21 8B 21 Engr: JAVAO AHMAO c q •• •••••i CML 1 iv d • AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS FLA. PE # 70592 0 _ 13 HAN 36" ONLY 13 WIDER THAN 36" ONLY 24 13 ALL SIZES C.A N. 38 0; ja NOTE: GLASS TYPE 'AB 'C' ' GLASS TYPE ' ' GLASS TYPE H GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONS tttl �� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION WO9-O8 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 6 • ' 1 BY TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS w � QU WOOD BUCK r I SEE ELEV. FOR SPACINGtu 14 , n d E'CfIST. MIAMI—DADE COUNTY APPROVED @ U °, d d °• ° a. METAL MULLION & MULLION ANCHORS Q o STRUCTURE EDGE dIS7 co ° , EDGE GIST. SEE SEPARATE NOA c\ $ u� Z n EDGE 01ST. a O Q <^ c j % 2^ CI i{ir O fri 0 11 A 1l0ii � M U CL � Er cf W>m 8 TYPICAL ANCHORS TYPICAL ANCHORS 0 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 0l(� I1 �I c� III I I Q Lof I I ILzN - o o I 20 u7 I✓ JQ W i F 0 'I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. C4 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM _j a AND TRANSFER THEM TO THE BUILDING STRUCTURE. v J p w t OPTIONAL TO N m ', 12 BOTTOM LATCHTYPICAL ANCHORS: SEE ELEV. FOR SPACING vzi W iF M .. 1,44" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) ai Jx I4 LLJ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES f) 00 a 5 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o 3 W4 14 THRU 18Y BUCKS INTO CONC. OR MASONRY w O o z X 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) N Z W i 1s , zt 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ilf z Lto DIRECTLY INTO CONC. OR MASONRY �§ O 't M 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) v W rno I I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _ v #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W o x INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Qa z INTO METAL STRUCTURES F O , 11 STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) N m En m w ' l II ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o N 0i II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `� 3 �• En 4 N w d • •••••• s TYPICAL EDGE DISTANCE • s 63 .• I 11A INTO CONCRETE AND MASONRY = 2-1/2" MIN. • •"' • INTO WOOD STRUCTURE = 1" MIN. Ot5 1s INTO METAL STRUCTURE = 3/4" MIN. � N ` -� �' • • C 2 t 4A WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. > a s "'••• CONCRETE AT HEAD, SILL OR JAMBS f'o = 3000 PSI MIN. � �' ' -.0 o S • •,,,•• C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MINS •� PRODUCT REVISED g• sell •••••• as complying wilh the l lodd8 Engr: JAVAD AHMAU N a o. , :,••• 6 Building Cods — /1¢ �� / � CML � N � •• • • ° d.- da a ACceptanceNo V •:f+r� FIA PE 70592 N " A. E lred Date (� g C.A.N. 538 A 4 a 4 a N BY v U- 4* v` u a 0 4 ° \ 1+40 Ot18Ct(•A O $ SEALANT ° 9 . drawing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09-08 JOINT SEALER. 4 sheet 3 of 6 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U w 1 - FY1O1 1 FRAME HEAD - 6063-T6 - o 2 FY115 1 FRAME SILL 6063-T6 - 3 FY1O3 2 FRAME JAMB 6063--T6 - z ��... : 4 FY1O4 1 FIXED MTG. RAIL 6063-T6 - W Q 5 FY1O5 1 VENT TOP RAIL 6063-T6 - :( a N o. 6 FYI 14 1 VENT BOTTOM RAIL 6063-T6 - dII O o 7 FY1O7 2 VENT SIDE RAIL ~� 6063-T6 - 4 8 FY1O8 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 8A FY1O9 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - MIAMI-OADE COUNTY 88 FY11O AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - - �y a ;M APPROVED MULLION 9 FY116 2/VENT SASH STOP 6063-T5 - C IL 4 A SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH, AT 7" FROM ENDS 6063-T6 - Oro rr O 11A - r 1/ LATCH LATCH SPRING ST. STEEL - _ _^ a WIr 3 0. 12 SL2O3P 2/VENT SWEEP LATCH. AT 12-1/2" FROM ENDS ZAMAK SULUVAN & ASSOC. Z 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS � ST. STEEL FH SMS a W M 13 - AS REQD. SETTING BLOCK EPOM DUROMETER 80±5 SHORE A 14 #8 X 1" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 14A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS () o J 0)) 15 E2O7 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB v J tnI 16 E2O3 AS REQD. GLAZING BEAD BULB -- SANTOPRENE ULTRAFAB 00 N 00 18 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB z 19 FYI 17 4/ VENT SASH GUIDE CELCON M&M PLASTICS N '.�. 19A #6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW`- CRS OH SMS TYPE B V) w WINDOW WIDTH WINDOW WIDTH 20 F21O 2/VENT SASH BALANCE - SUPERBOOST BY BSI o V) t05 h 2OA #8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FH SMS n N 21 - AS REQD. GLASS SPACER SILICONE FRANK LOWE 0 010 to 22 - 1 5/16" BOX SCREEN - OPTIONAL N Z m 23 FY12O - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL o TYPICAL ANCHORS 24 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL 0 .4- M SEE ELEV. FOR SPACING I U �0LLL wLLj rn m Q1/4" MAX. 1/4" MAX. VENT WIDTH SHIMS 16Y 1/4" MAX SHIM 19 METAL Q WOOD BUCKS SHIM STRUCTURE o 18 7 20 N � ova 40 y r TYPICAL ANCHORS c~ Ix I U N o W o 3 O be EE ELEV. TYPICAL ANCHORS e a at o •• XI - - - - - - - _ -_ _ _ _ _ _ __ ________ ° OR SPACING SEE ELEV. • y ,n a • •••••• Y -- - - - - -- --- -- --- -_- - - -- _ __-- - = FOR SPACING • a! • • Z � . __ __-__ --__ _ - *00* • mC3 4d R 0 in Ei Ti — — — — _ _ — __ __ CONC. O10 SCREEN OPTIONAL--- 0 0 o v N MASON i? v, w W a m o �, • ••••• o • • w • _ • •• ••••:• 14 3 EXTERIOR ? Engr: JAVAD AHMAD •• a0 g •• �••••� a • • .v p• CM.. i N • • FLA. PE # 70592 N D.L. OPG. - CAN. 3508 O �; a WINDOW WIDTH as complying wlth'tbe Fi de V�_.t.9 AcogngCode /JJ.55 y 1V� drawing no. Acceptance t 15 >�Y italionDatcwog—os Mi + sheet 4 of 6 Ivyiami do Proiiuct Co Uo TYPICAL ANCHORS EDGE DIST. SEE ELEV. FOR SPACING TYPICAL ANCHORS METAL MIAMI-DADE COUNTY APPROVED rn SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS 0 EDGE DIST. STRUCTURE Z m 3 6 d� SEE SEPARATE NOA O Z " ° e EDGE DIST. E" I tk Yi O M O W ac IWD! '6 z V rl q I � N � mti Arl 0WM o ALT. Q (LQ Q rl TYPICAL ANCHORS O w SEE ELEV. FOR SPACING Q w ?r k LL zN _ a zw _ U o J Cn I Cn •7 r� 00 2 N >_ Ld o N 00 p �h I 7► to M N m Lu 0010 Z 1/4" MAX. � y m SHIMS ALT. o Z}j o ; pd _ TYPICAL ANCHORS o U r o SEE ELEV. FOR SPACING1- 3 W 0)m aw 4 dC C. M tn LA LA 4" 1 . ' O� ittX- 10 MASONRY i — m o v • • W Q •• • .4 a • N vj0 > v � � • •• • e o 6 • •z z z G • • • • • rl r dc G! •••••i i • � P 0 4 0 0 •••••• ALT. Si m o W • s • ei •• ••••:• •� • ~ N r. JAVAD AHMAD • •o • '16P 9 •• Lee.: INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Eng CML j7. N •� • • • FLA. PE # 70592 N • C.N.N. 3538 " 3 PItODUCf REVISED as complying%vil the tion r v epi v` u Building Code / o. ,• Acceptance No ilR. E• iratlOnDatc p�„f� v f jQ15 drawing no. J ! W09-08 By mi Product Conn c. sheet 5 of 6 U 2.750 p-1.2$1-�1 v I I 0 062 o 14 1 m 1.688 750 _078 V62 813 2.750 I 14 �Q IL Ia0. Q 2.8120 1.140 d v FRAME HEAD -1.202-1j 2.061 2.874 M M 0 FRAME JAMB / p a Q a g .062 2.188 � N q N Q w3� N 1.375 1.001 �` 519 .394 �i 1�- �i F� .130 �k z of _ 00 .045 I 803 I I 803 I I� Q W rl .050 .045 .803 1.422 FIX. MEETING RAIL OSI 1.p47 O �I 1.047 8B �I 1.047-o 1.340 GLAZING BEADS J a � 1.434� � (/) rz0 1.25 .062 � � vi W 2.063 ~ Q 1.067 .062 1.140 14 }N- W u- V)00 C> V7 3 r_ t �f7 N T 1.140-moi 621 p ,I YYY�� N �5 VENT TOP RAILUJ 00 �7 VENT SIDE RAIL o Z s L` z � 2.027 / k M r 1.247 0 W _j �v W 0):2 / LEI o .062 2.773 � 1.254 1.445 o 1.929 1.750 .078 N K in tn isle 4 0 ~ K F N H 'n• • 1.140 VENT CORNER DETAIL N •••• • O VENT BOTTOM RAIL tt SPRING LOADED LATCH • •.•.'s • . ....� 2.974 M c fff�� • � r O � N ••••• i • .� o o s o• ••i•. 4 :• 0 a m 0 O W •.•••• .062 s, _ �• •i •••�• 3'002 Engr: JAVAD AHMAD ' n • 2.688 FRAME CORNERS DETAIL CML T N •� :••••� .062 FiA..PE .38 a �• • 333��111 C.d.N. 38 � PRODUCT ItEV1SEiD 500 763 as complying with the Florida .874 Building Code �f 5,. 6� 4 v Acceptance No J. '500 I G Datei�0 g I x'1015 drawing no. tom----2.611 b-2.750 W09-0 �f 09-{Jct FRAME SILL 23 FLUSH FRAME ADAPTER Product c �� sheet 6 of 6 D.L. OPG. WIDTH D.L. OPG. WIDTH D.L. OPG. WIDTH D.L. OPG. SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 ru ■�t� q GLASS&ALUMMIA SOLUTIONS" ht(p:llwww.lrullte.com 800 FAIRWAY DRIVE,Suite 200 DEERFIELD BEACH,FL 33441 p.SM432-81321 i 954-724-2083 D p A PRODUCT: rn G)n M M o M Resistor sc� F 3000 ALUMINUM STOREFRONT WALL-LMI 0 a wo - ♦ % o - �♦ PA• • a as* ••••o to w Z) 08 O Mr. •.f •• .... :.w w o w w a n (Ltwn i w( n •••••• • • z a oro o w REVN DAT£eRSMARKS .• •••• w a m 1 o' 0 'n Rev.l 3.14.141UPDATE TO ANIG AC LU rn w a B a ••••• w z w w Rev.2 2.06.'ISYt71�►TE TO 2014•FBC •e:••• •••••• M • - M M ENGINEER: • •• x 1- En EF � ♦ ! j/ ♦ /j/ M.I.'TDOOR OA cj w ♦ j%/ • • • •••••• O tzil O v=t a Z /� ♦ /� ♦ / rDETA DOOR TING (L / ♦ ♦ C • • • • • • m w M 00i C ♦ ILS. � w _ 9 MCY ENGNQEERING'lo � :•"'; n w 1\ d / / \ Q m GLAZING CONSULTANT •• • 8501 SW 124TH AVE.STE.205A �/ MIAMI,FL 33183 4" MAX. TYP. 4" MAX. TYP. L 22" MAX. TYP 4" MAX. TYR J P:(305)271-0117 AT CORNERS AT CORNERS Sl AT CORNERS Email•MCY.Engineedng@alLnel ANCHORS TYPE A. B OR C www•Iv1CYEngfneering com ANCHORS TYPE A, B OR C ANCHOR8 C ANCHORS TYPE A, B OR C 2, 3 OR 4 AT JAMB STAMP: ` 2, 3 OR 4 AT JAMB 2, 3 OR Sr4 AT SIDE OF MULL 2, 3 OR 4 AT EACH SIDE OF MULL SEE SHEET B 1fIPIN� WANG;.P.E: SEE SHEET 8 SEE SHEET $ SEE SHEETS 8 & 8 FLORIDA.WEGISTRAMON TYPICAL ELEVATIONS PE #55943 IMPACT WALL 3000/L-3000 ALUMINUM WINDOW WALL SYSTEM C.A.N. 28677., INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. f . THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE . COUNTY APPROVED ENTRANCE DOORS. �E� ZOtiS CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. INSTRUCTIONS: USE CHARTS AS FOLLOWS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE PRODUCT CONTROL APPROVAL: REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. PRODUCT REVISED ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6, SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THE DOCUMENT. STEP SEE CHARTS ON SHEET 3 FOR DESIGN LOAD ns complying with the Florida CAPACITY OF DESIRED GLASS SIZE. Building Code WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Acceptance IVo OIOI �O 1 LOADS TO THE STRUCTURE. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7 Expiratic Dace f%) ANCHORS SHALL BE AS LISTED, SPACED-AS SHOWN ON DETAILS, ANCHORS THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. Hy i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STP 4 USING CHART ON SHEET 8 SELECT ANCHOR OPTION mianli ade Product COFT ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ARE NOT PART OF THIS APPROVAL- IN STEP 1 ABOVE. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 pRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. AND 4 SHALL APPLY TO ENTIRE SYSTEM. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO DRAWN:S.L. DRAWING No: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS DATE: 0-22-11 1 OF 11 OF 2014 FLORIDA BUILDING CODE SECTION AS APPLICABLE. 0 DWG: AD11-2 D.L.O. D.L.O. 1/4" HEAT STREN'D GLASS WIDTH WIDTH 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS v r� ■�te r , r , 0.090" KURARAY SENTRYGIAS, 0��0��Rsn I 0.090" SAFLEX GLASS INTERLAYER INTERLAYER BY KURARAY hltp:lAvww.trulite.com BY 'EASTMAN CHEMICAL COMPANY' 0.100" SAFLEX HP INTERLAYER _ = BY 'EASTMAN CHEMICAL COMPANY' AMERICA, INC B00 FAIRWAY DRIVE,Suite 200 c9 c� DEERFIELD BEACH,FL 33441 i _ / o o 1 j4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS P•800-432-8132 1 L 954-724 2083 PRODUCT: I { r3A 6A L J t Resistor D.LO. WIDTH D.L.O. WIDTH N °A z E° 3000 ALUMINUM �� 5 `2, STOREFRONT WALL-LMI 5 5 0 Jo — 3 in,n ' • sees ••••-- , o W © More. ••• ••�••; PRod?*SERIEPS •• J O REVN •••••/ W d g w 3.14. ;fWlD �£ TO 2bjQ.FPC}p Rev.1 • ••• Rev.2 2.06.15r " E TO 20i 4•Gi3au • GLASS TYPE 'A' GLASS TYPE 'I3' GLASS TYPE 'C' •• •• •• • see*: D.L.O. WIDTH D.L.O. WIDTH kCke ENGINEER: • • sees• IGLAZING OPTIONSMCY ENGIIQLERING,IN ;"•• 9/16" OVERALL LAMINATED GLASSGLAZING CONSULTANT •••• o % o 8501 SW 124TH AVE.STE.205A MIAMI,FL 33183 d P:(305)271-0117 GLASS -TYPES GLASS TYPES Emm:MCY.Engineering@0 net 'B' OR 'Cl 'A', 'B' OR 'C' www.MCYEngLtWfvg.com D.L.O. WIDTH STAMP:,-'' D.L.O. WIDTH 6A 66 OR 6C YIPING WANG,:P.E;. SA 6B OR 6C FLORIDA'.REGIS.TRATION_ r PE#55983 — —— C.A.N. 28677 C5 m 5 � m i W D.L.O. WIDTH D.L.O. WIDTH z DECO 2415 o O — — _— w 9A SILICONE 9A PRODUCT CONTROL APPROVAL: 0 DOW CORNING 995 0 0Ir , 6!E , GE ULTRAGLAZE SSC4000 -40 J O % TREMCO PROGLAZE SSG _ _ ALTERNATE GLAZING DETAIL #1 ALTERNATE GLAZING DETAIL 2 PRODUCT REVISED ith 6*Florme FOR GLAZING DETAIL #2 ONLY Bu,lc dl ty�t LIMIT MAX. LOADS TO ±50.0 PSF t3 t .0 LIMIT MAX. GLASS AREA TO 29 SQ. FT. Acceptance No • •xpiration Date ! Z� ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 13y VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS Miam Da roduct SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. SILICONE SEALANT OPTIONS: (6A) DOW CORNING 995 FOR ALTERNATE SHAPES LIMIT MAX.LOADS TO±90.0 PSF (6B) GE ULTRAGLAZE SSG4000 (6C) TREMCO PROGLAZE SSG DRAWN: S.L. DRAWING No: SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS. GLAZING OPTION I USE ANCHOR TYPES A, B OR C AT 4" FROM FRAME ENDS AND 12" O.C. MAX. SPACING. DATE: 9-22-11 2 of 11 DWG: AD11-20 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS .,A Tru 1 ite NOMINAL DIMS. TYPE 'A' TYPE 'B' TYPE 'C' NOMINAL DIMS. TYPE 'A' TYPE 'B' TYPE 'C' NOMINAL DIMS. TYPE 'A' TYPE 'B' TYPE 'C' D.L.O. D.L.O. EXT. (+) EXT. (+} EXT. (+) D.L.O. D.L.O. EXT. {+} EXT. (+) EXT. (+) D.L.O. D.L.O. EXT. (+) EXT. (+) EXT. (+) GLASS&ALUMINUM SOLUTIONS" WIDTH HEIGHT INT. (-) INT. (-} INT. (-) WIDTH HEIGHT INT. (-} INT. (-) INT. (-) WIDTH HEIGHT' in (-) INT. {-) INT. {-) http:lhvww.trulite.com 36" 87.0 100.0 100.0 36' 87.0 100.0 100.0 36" 87.0 100.0 100.0 800 FAIRWAY DRIVE,Suite 200 39" 87.0 100.0 100.0 39" 87.0 100.0 100.0 39' 87.0 100.0 100.0 DEERFIELD BEACH,FL 33441 42` 87.0 100.0 100.0 42' 87.0 100.0 100.0 42' 87.0 100.0 100.0 1 p.800-432-81321 f 954-724-2083 45' 87.0 100.0 100.0 45" 87.0 100.0 100.0 45' 114° 87.0 100.0 100.0 Q. 87.0 100.0 100.0 48' 87.0 100.4 100.0 48` 67.0 100.0 100.0 PRODUCT: 51' 87.0 100.0 100.0 51" 99' 87.0 100.0 100.0 51' 87.0 100.0 100.0 54' 87" 87.0 100.0 100.0 54' 87.0 100.0 140.0 54" 87.0 100.0 100.0 Resistor 57' 87.0 100.0 100.0 57" 87.0 100.0 100.0 56' 87.0 100.0 97.9 3000 ALUMINUM 60' 87.0 100.0 100.0 60' 87.0 100.0 100.0 57' 87.0 100.0 - STOREFRONT WALL-LMI 63' 87.0 100.0 100.0 63" 87.0 100.0 100.0 36' 87.0 100.0 100.0 see* 66" 87.0 100.0 100.0 66" 87.0 100.0 - 39' 87.0 100.0 100.0 69' 87.0 100.0 100.0 36' 87.0 100.0 100.0 42" 87.0 100.0 100.0 40tcyr • 72" 87.0 100.0 100.0 39" 87.0 100.0 100.0 45' 67.0 100.0 100.0 P a s E r t E a'• •••••• 36' 87.0 100.0 100.0 42" 87.0 100.0 100.0 48, 117" $7.0 100.0 100.0 9069041 0690 REVN - D •••• ••••0: 39" 87.0 100.0 100.0 45' 87.0 100.0 100.0 51" 87.0 100.0 100.0 42' 87.0 100.0 100.0 48" 87.0 100.0 100.0 54' 87.0 100.0 100.0 Rev.t 3.14,top/tlPDATE TO 20111 rBC ..:so* 45' 87.0 100.0 100.0 51 102' 87.0 100.0 100.0 57' 87.0 100.0 - Rev.2 2.01•.?$"DATE TO'20!j,i8C as**, 48' 87.0 100.0 100.0 Se 87.0 100.0 100.0 36' 87.0 100.0 100.0 • • 51' 100.4 100.0 57' 87.0 1ENGINEER:00.0 T00.0 39° 87.0 100.Q 100.0 (7A • 54' 90" 87.0 100.0 100.0 60" 87.0 100.0 100.0 42" 87.4 100.4 100.0 �' • • 57' 100.0 100.0 63" 87.0 100.0 100.0 45' 120" 87.0 100.0 100.0 MCY ENGINEERING,JNeI 60' 87.0 100.0 100.0 66" 87.0 100.0 - 48' 87.0 100.4 100.0 GLAZING CONSULTANT •• • 63" 87.0 100.0 100.0 36' 87.0 100.0 100.0 51' 87.0 1 100.0 100.0 6501 SW 124TH AVE.STE.205A 66" 87.0 100.0 100.0 39' 87.0 100.0 100.0 54" 87.0 1 98.5 98.5 MIAMI,FL 33183 69" 87.0 100.0 160.0 42' 87.0 100.0 100.0 P: 271-0117 Email:MCY.Y.EngineeringQaU.nel 72' 87.0 100.0 100.0 45' 87.0 100.0 100.0 www.M&t;n neering.00m 36' 87.0 100.0 100.0 48' 105' 87.0 100.0 100.0 NOTE: STAMP: . 39' 87.0 100.0 100.0 51' 87.0 100.0 100.0 GLASS CAPACITIES ON THIS SHEET AREYONG.WANG, P.E. FLORIDA RECISTRATJON 42' 87.0 100.0 100.0 54" 87.0 100.0 100.0 BASED ON ASTM El 300-09 (3 SEC. GUSTS) PE #55983 45` 87.0 100.0 100.0 57' 87.0 100.0 100.0 C.A.N.'28677 48' 87.0 100.0 100.0 60' 87.0 100.0 100.0 51" 87.0 100.0 100.0 63' 87.0 100.0 - 54" 93" 87.0 1 100.0 100.0 36" 87.0 100.0 100.0 57' 87.0 100.0 100.0 39' 87.0 100.0 100.0 x1' 60' 87.0 100.0 100.0 42' 87.0 100.0 100.0 D.L.O. D.L.O. 63' 87.0 100.0 100.0 45' 87.0 100.0 100.0 WIDTH WIbTH C r O r! 2� C 66" 87.0 100.0 100.0 48" 87.0 100.0 100.0 �Gl. ! J 69' 87.0 100.0 100.0 51' 108' 87.0 100.0 100.0 PRODUCT CONTROL APPROVAL: 72' 87.0 100.0 - 54" 87.0 100.0 100.0 36' 87.0 100.0 100.0 57` 87.0 100.0 100.0 J ED 39' 87.0 100.0 100.0 60' 87.0 100.0 100.0 d = PRODUCT RF with the 42' 87.0 100.0 100.0 63' 87.0 100.0 -- o z as Buildconing l Co with fL�Florida � 0 //�� Building Code 45' 87.0 100.0 100.0 36' 87.0 100.0 100.0 Acceptance TVo '0 x 13 'ration Date 48' 87.0 100.0 100.0 39" 87.0 100.0 100.0 51' 87.0 100.0 100.0 42" 87.0 100.0 100.0 0 By 96" i IvIiam'Dade Product 54' 87.0 100.0 100.0 45' 87.0 100.0 100.0 p �� 57' 87.0 100.0 100.0 48" ill' 87.0 100.6 100.0 60" 87.0 100.0 100.0 51' 87.0 100.0 100.0 63' 87.0 100.0 100.0 54' 87.0 100.0 100.0 DRAWN:S.L. DRAWING No: 66' 87.0 100.0 100.0 57" 67.0 100.0 100.6 STEP 2: GLASS LOAD TABLES D1 69° 87.0 100.0 - 60' 87.0 100.0 -- DATE; ADI1--2 0 3 OF 11 DWG: MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF -T r u fito WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS pLA$S&AlflMlNl1M$QL1r170NS"' WITHOUT WITH WITHOUT WITH NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING http:/Awm.trulite.com m.trulite.com WIDTH (W) FRAME HEIGHT EXT.(+) / INT.(-) EXT.(+) / INT.(--) WIDTH (W) FRAME HEIGHT EXT.(+) / INT.(-) EXT.(+) / INT.(-) 600 FAIRWAY DRIVE,Suite 200 2.4" 87.5 100.0 24" 85.7 100.0 DEEftFIELD BEACH,FL 33441 w = p.600.432-8132 I L 954-724-2083 30" 87.5 100.0 30" 69.3 100.0 /// w ,�%, %/%/ w 36" 87.5 100.0 36" 58.5 100.0 PRODUCT: 42" 87.5 100.0 42" 108" 51.0 100.0 46" 78" 87.5 100.0 48" 45.5 94.7 Resistor 54" 87.5 100.0 54" 41.4 86.1 W1 W1 W2 3000 ALUMINUM 60" 87.5 100.0 so" 38.2 79.5 STOREFRONT WALL-LMI 66" 87.5 100.0 66" 35.7 74.3 WIDTH (W) = W1 (JAMB) WIDTH (W) W1 + W2 2 .•.• 72" 87.5 100.0 24" 72.7 100.0 �, •••• " �Resittor•• . .... . 24" 87.5 100.0 30 58.7 100.0 • 30" 87.5 100.0 36" 49.6 100.0 PRO 0 •SERI Fab •. . s � 36" 87.5 100.0 42" 114" 43.1 89.7 REVN DATF49WR KS •••••� FV ..•.. 42" 87.5 100.0 48" 38.4 79.8 Re1.1 3k.14.1 70 2b1C. E 48" 84" 87.5 100.0 54" 34.8 72.4 Rev.2 2.06.15 iE TO 20944" • 54" 87.5 100.0 60" 32.0 66.7 ' ENGINEER: ' 60" 85.6 100.0 24" 62.2 100.0 • • • •••.i 66" 81.3 100.0 30" 50.2 100.0 0 0 72" 78.5 100.0 36" 42.3 88.0 • MCY ENGfi1}EEAG,1NG. "'•• 24" 87.5 100.0 42" 120" 36.8 76.5 GLAZING CONSULTANT , 8501 SW 124TH AVE.STE.205A 30" 87.5 100.0 46" 32.7 68.0 MIAMI,FL 33183 36" 87.5 100.0 54" 29.6 61.5 P;(305)271-0117 42" 87.5 100.0 60 1 27.2 56.5 Ercall:MCY.EhgineerMg@atl.net wwwNCYEngIneering_o= 48" 90" 8 100.0 STAMP: 54" 75.0 100.0 PIPING WANG; P.E. 60° 1 100.0 FLORIDA REGISTRATION P6 #55983 66" 66.5 100.0 CAN. 28677 72" 63.9 100.0 - 24" 87.5 100.0 1 Ix IN"4 Sx IN 3 Ix IN"4 Sx 1N"3 30" 87.5 100.0 ALUM 4.0975 1.$066 ALUM 4.1419 11.8138 36" 84.4 100.0 FRAME LATE 42" 73.9 100.0 100 LLION MULLIO 48" 96" 66.3 100.0 WITHOUT REINFORCING C`�`� 241 54" 60.7 100.0 PRODUCT CONTROL APPROVAL: 60" 56.4 100.0 66" 53.2 100.0 PRODUCT REVLSIID 72" 50.8 100.0 as complying with(he F od& Building Colo 24" 87.5 100.0 Acceptance No �L 30" 82.6 100.0 lixihovon Date j 36" 69.9 100.0 By 42" 102" 61.0 100.0 Mi"Prod.0 48" 54.6 100.0 1 Ix IN-4 I Ix IN-4 I Sx IN-3 g4" 49.8 1 QO.Q ALUM 8.5717 3.7792 ALUM $.6161 3.7730 60" 46.1 95.9 FRAME JAMB INTERMEDIATE 66" 43.3 1 90.0 DOOR MULLION MULLION DRAWN:S.L. DRAWING No: 72" - $5•s WITH REINFORCING STEP 3: MULLION LOAD CAPACITIES DATE: 9-22-11 4 OF 11 DWG: AD11-20 MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF A WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS INTERMEDIATE HORIZONTALS V T�u �t� WITHOUT WITH WITHOUT WITH GLASS aALUMMUMSOLUTIONS- NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REEINFORCING hltp:11www.Iru1ite.00m WIDTH (W) FRAME HEIGHT EXT.(+) / INT.(-) EXT.(+) / INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) / INT.(-) EXT.(+) / INT.(-) 800 FAIRWAY DRIVE,Suite 200 24" 87.5 100.0 24" 84.2 100.0 0 DEERFIELD BEACH,FL 33441 In 30" 87.5 100.0 30" 67.3 100.0x d p.800-432-8132 11954-724-2063 36" 87.5 100.0 36" 56.1 100.0 PRODUCT: 42" 87.5 100.0 42" 108" 48.1 100.0 48" 78" 87.5 100.0 48" 42.1 87.5 Resistor 54" 87.5 100.0 54" 37.4 77.8 so" 82.9 100.0 601, 33.7 70.0 w1 w1 w2 3000 ALUMINUM STOREFRONT WALL-LMI 66" 75.4 100.0 66" 1 30.6 63.7 72" 69.1 100.0 24" 71.6 100.0 WIDTH (W) = W1 (JAMB) WIDTH (W) = W1 + W2 0000 2 �y 0000 0000•• 24" 87.5 100.0 30" 57.3 100.0 o sister • • 30" 87.5 100.0 36" 47.7 99.3 P A 1!$$'�PCOr s e w�a s••• 000000 `TRULITE' DOORS 'TRULITE' DOORS • • • 36" 87.5 100.0 42" 114" 40.9 85.1 SEE SEPARATE NQA REVN DATf,�4EMARKS •••••• 42" 87.5 100.0 48" 35.8 74.4 SEE SEPARATE NOA aJO. • 0 Rev.i 3.14.tt4 ATE Td fBC 48" 84" 87.5 100.0 54" 31.8 66.2 II��♦ \II % lI _i 'IIIlI\ �III Rev.2 2.0880 0•,ATE TO•-e•Oi4+f BC 54" 79.0 100.0 60" 28.6 59.6 60" 71.1 100.0 24" 61.4 100.0 it // 0 ENGINEER:• 0000000000•• • • %me. •••0*• 66" 64.6 100.0 30" 49.1 100.0 I �� Iw � IMCY ENOFNEERING a`00•"• 72" 59.2 100.0 36" 40.9 85.1 I �� I i Ilf �� I GLAZING CONSULTANT �`0+` 0 0 24" 87.5 100.0 42" 120" 35.1 72.9 I I 1 III I --� �---� . 8501 SW 124TH AVE.STE,205A 30" 87.5 100.0 48" 30.7 63.8 36" 87.5 100.0 54" 27.3 56.7 �g wi a`b W2 a�4 W1 W1 w2 W1-j P:I(305)271-0117 42" 83.1 100.0 60" 1 1 24.5 51.1 Email:MCY.Engineering@altnet W1 + W2 ANCHORS READ. W1 W2 www.MCYEnginearirtg.com SEE DOOR NOA WIDTH (W) _ -+ - 48" 9O" 72.7 1 QQ.O WIDTH (W) 2 2 4 STAMP: 54" 6 6 100.0 YIPING�WANG, P.E.; 60" 58.2 100.0 _ FLORIDA, REGISTRATION , PE'#55083 66" 52.9 100.0 C.A.N. 28677 'TRULITE' DOORS INTERMEDIATE 72" 48.5 100.0 SEE SEPARATE NOA HORIZONTAL 24" 87.5 100.0 % 7, 30" 87.5 100.0 -" 7 36" 79.9 100.0 42" 68.5 100.0 FRAME JAMB INTSRMEDOI TE l�� 1 I ► _ DEC.0 7 2 15 48" 96" 59.9 100.0 Ix 1N"4 I SX I 54" 53.3 100.0 ALUM I 4.0 1.80&6 I ALUM 4.14 1. 38 PRODUCT CONTROL'APPROVAL: 60" 47.9 99.7 WITHOUT REINFORCIN 66" 43.6 90.7 ± � PRODUCT REVISED _-J as cor Aoyins with 4W Florida 72" 39.9 83.1 Building Code 24" 87.5 100.0 W1 W2 Acc¢eptmce No •o �q 13x irntion Uatc _i 30" 79.9 100.0 36" 66.6 100.0 WIDTH W - W1 2 W2 tmDade ( ) 2 Product 42" 57.1 100.0 102" 48" 50.0 100.0 54" 44.4 g2,4 FRAME JAMB E INTERMEDIAT DOOR MULLION MULLION 60" 40.0 83.1 IIX IN-4 SX INIz IN"4 IN-3 DRAWN:S.L. DRAWING No: 66" 36.3 75.6 ALUM 8.5717 3.779"3 3a 2 1 1 ALUM 8.6161 13.7730 11 72" - 69.3 WITH REINFORCING SDii TEP 3: MULLION LOAD CAPACITIES DATE: ADil-20 5 OF 11 awc: - Olrulite GLASS&ALUMINUM SOLUTIONS" MULLION LOAD CAPACITY -- PSF MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM http://www.trulite.com WITHOUT WITH WITHOUT WITH WITHOUT WITH WITHOUT WITH 800 FAIRWAY DRIVE,Suite 200 NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DINS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING DEERFIELD BEACH,FL 33441 WIDTH WIDTH LENGTH LENGTH EXT.(+) EXT.(+) WIDTH WIDTH LENGTH LENGTH EXT.(+) EXT.(+) WIDTH WIDTH LENGTH LENGTH DCT.(+) EXT.(+) WIDTH WIDTH LENGTH LENGTH EXT.(+) DCT.(+) p.800-432-8113211.954-724-2083 (Wt) (W2) (A) (L) INT.(-) INT.(-) (W1) (W2) (A) (L} INi.(-) INT.(-) (Wl) (W2) (A) (L) INT.(-) INT.(-) (W1) (W2) (A) (L) INT.(-} INT.(-) 30' 71.1 87.5 30' 38.3 80.0 30' 85.0 87.5 30' 44.3 87.5 PRODUCT: 33" _ 68.1 87.5 33' 36.8 77.0 33' 81.3 87.5 33' 42.6 87.5 60" 36' 65.3 87.5 60" 36' 35.5 74.2 �. 38" 78.0 87.5 . 36' 41.1 85.9 39' 62.7 87.5 39' 34.2 71.6 39' 74.9 87.5 39 39.6 82.9 - Resistor 42' 60.3 87.5 42" 33.1 69.1 42` 72.1 87.5 42' 38.3 80.1 3000 ALUMINUM 48` 56.0 87.5 48" 31.0 64.7 48' 67.0 87.5 48' 35.9 75.0 STOREFRONT WALL-LMI 54' 52.3 87.5 54` 29.1 60.9 54` 62.6 87.5 54` 90" 114' 33.7 70.8 ••• 96" 102" 96' 120' 30' 64.5 87.5 W. 34.3 71.8 �. 90' 96 77.0 87.5 30' 39.7 83.0 - � • as** Gas • 33" 62.0 87.5 33' 33.2 69.3 33` 74.0 87.5 33" 38.3 80.2 ofts, �+ 0 M:•• • • •' 72' 36" 59.6 87.5 72" 36` 32.1 67.1 72" 36" 71.3 87.5 72' 36' 37.1 77.6 p R o DZ c4�S4 R I e S• • ' ••• �• 39" 57.5 87.5 39" 31.0 64.9 39" 68.7 87.5 39` 35.9 75.1 0000G. 42" 55.5 87.5 42' 30.1 62.9 42' 66.3 87.5 42" 34.8 72.8 REVN DATE WWRKS i:000 • 48' 51.8 87.5 48' 28.3 59.2 48 62.0 87.5 48' 32.8 68.6 Rev.1 3.14.14/UPOATIE TO 20% • 54' 48.8 87.5 54' 58.2 87.5 54' 31.0 64.6 Rev.2 2.06.1511 TO 2014 F$P ••0• • 30" 56.8 87.5 6006 30' 67:d 87.5 30 36.9 77.1 •• •• 33' 54.5 87.5 33" 000066••• • 64.3 87.5 33' 35.5 74.3 ENGINEER: • • • ' • 36' 52.4 87.5 60" 36` 61.8 87.5 60" 36' 34.3 71.7 � • 60, 39" 50.4 87.5 39" 59.5 87.5 39" 33.1 69.2 • • ••• 42' 48.6 87.5 42' 57.3 87.5 42' 32.0 67.0 MCY ENGINEERING INC. • • 30.0 62.8 GLAZING CONSULTANT • • 48' 45.3 87.5 48' 53.5 87.5 48' •• TOTAL N0. OF ANCHORS 54' 42.4 87.5 AT DOOR MULLION HEAD 54' _ 50.1 87.5 54' 28.3 59.2 8501 SW 124TH AVE.STE.205A 96' 108• ANCHORS REINF. MULLION UN-REINF. ULLION 30" �� 102 60.5 87.5 30' 90' 120' 33.0 69.0 MIAMI,FL 33183 3p' 51.3 87.5 TYPE AT FIX. LITE AT DOOR AT Fut. LCE AT DOOR 31.9 66.8 P:(305)271-0117 33' 49.4 87.5 A 4 3 3 2 33' 58.3 87.5 33' B 3 3 2 2 56.2 87.5 36' 30.9 64.6 Email:MCY.EnpaeMg@eU.net 36' 47.6 87.5 36` 72• wwxr.MCYEngineering.com 72' C 3 2 2 2 72` 39' 46.0 87.5 39' 54.3 87.5 39" 29.9 62.8 52.5 87.5 42" STAMP: ,. 42' 44.5 87.5 'TRULIW DOORS 42' 29.0 60.7 YIPING WANG; P.E. 48" 41.7 87.2 SEE SEPARATE NOA 48' 49.2 87.5 48' 27.4 57.3 FLORIDA REGISTRATION. 54' 39.2 82.1 ___ _ 54' 46.3 87.5 PE` 59383 30' 46.2 87.5 30' 54.0 87.5 CA N. 28677 33' 44.4 67.5 33' 51.9 87.5 60' 36' 42.8 87.5 F / \ , 60" 36' 49.9 87.5 39" 41.2 86.2 I % III \\ I t 39' 48.1 87.5 / I \ 42" 46.5 87.5 !s. 42" 39.8 83.2 87.5 48' 37.2 77.7 Z w 48' 43.4 -. . 54" 96" 1114' 34.9 72.9 \ / z 54' 40.8 85.3 { 30' 41.6 87.5 I \ I)I / I o �, 90' 108" 48.5 87.5 DAG`a:T 20 5 33' 40.1 83.9 \\ j $ 33' 46.8 87.5 PRODUCT CONTROL APPROVAL: 72` 36' 38.8 81.1 ^\\Ijl/ 72` 36" 45.2 87.5 39' 37.5 78.4 39` 43.7 87.5 PRODUCT REVISED 42` 36.3 75.9 42 42.4 87.5 as conWlyinj will the Florida Building Code 48" 34.1 71.3 WIDTH ( ) WIDTH (W1) 48 39.8 83.3 ALS plencel3o t&0 Q) 54" 32.2 67.3 54` 37.B 78.6 ir2tiou! TOTAL NO. OF ANCHORS AT DOOR MULLION SILL BY ANCHORS REINF. MULLION UN-REINF. MULLION Mia Dade Product TYPE AT FIX. LITEJ AT DOOR IAT FPC. LrrEj AT DOOR A 3 1 2 1 2 2 31 2 12 2 DRAWN:S.L. DRAWING No: STEP 3: MULLION LOAD CAPACITIES DATE 9-22-11 6 OF 11 DWG: ADI 1-20 yTru I ite GLASS&ALUMINUM SOLUTIONS' hIIW.#www.truhIe.00m MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF 800 FAIRWAY DRIVE,Suite 200 AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR W WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM DEERFIELD BEACH,FL 33441 WITHOUT WITH WITHOUT WITH WmOUT 1/TfH WITHOUT WITH Q.800-432-6132 i L 954-724-2083 NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING WIDTH WIDTH LENGTH LENGTH EXT.(+) EXT.(+) WIDTH WIDTH LENGTH LENGTH DCT.(+) EXT.(+) WIDTH WIDTH LENGTH LENGTH EXT.(+) EXT.(+) WIDTH WIDTH LENGTH LENGTH EXT.(+) EXT.(+) PRODUCT: (WS) (W2) (A) (L) INT.(-) INT.(-) (W7) (W2) (A) (L) INT.(-) INT.(-) (W1) (W2) (A) (L) INT.(-) INT.(-) (W1) (012) (A) (L) INT.(--) INT.(-) 30` 87.5 87.5 30" 51.6 87.5 30' 87.5 87.5 30` 50.3 87.5 33' 87.5 87.5 33' 49.7 87.5 33' 87.5 87.5 33" 48.4 87.5 Resistor 60' 36' 87.5 87.5 60. 36' 47.9 87.5 60" 36" 87.5 87.5 60" 36' 46.7 87.5 3000 ALUMINUM 39" 87.5 87.5 39' 46.2 87.5 39' 87.1 87.5 39" 45.2 87.5 STOREFRONT WALL-LMI 42" 87.2 87.5 42' 44.7 67.5 42" 83.9 87.5 42" 43.7 87.5 see 48' 81.0 87.5 48' 41.9 87.5 48' 75.3 87.5 48" 41.0 85.8 0 • • 54" 75.7 87.5 54' 39.4 82.4 54" 73.3 87.5 54' 38.6 80.8 ®R� ��'to,�••• •••••• 84 90' 84" 108' 80' 90" 80' tab` r 30" 87.5 87.5 30' 46.2 87.5 30' 87.5 87.5 30" 44.9 87.5 • • PRODUCS SERIEf •• •••• 33" 87.5 87.5 33' 44.7 87.5 33" 85.4 87.5 33" 43.5 87.5 *00000 • 36" 86.1 87.5 36" 43.2 87.5 36' 82.3 87.5 36" 42.1 87.5 REVN DAT REMMKS - .• i 900 72' 72' 72' 72' • 39' 83.0 87.5 39' 41.9 87.5 39' 79.5 87.5 39" 40.8 85.4 Rev.t 3.14.14/OPrlAtE 70 2016• • F•gF 00004 42" 80.1 87.5 42' 40.6 84.9 42" 76.9 87.5 42' 39.6 82.8 Rev.2 2.06.15/ IIaAof: TO 2q14 • • 48' 74.9 87.5 48' 38.3 80.0 48" 72.1 87.5 48' 37.4 78.2 so 660600 •••• 54' 70.3 87.5 1 54" 1 1 36.2 75.7 1 54' 1 67.8 87.5 54' 35.4 74.1 • 30' 79.8 87.5 30' 42.6 87.5 30' 76.9 87.5 W. 41.7 87.3 ENGINEER: i • M • • 33` 76.6 87.5 33' 41.1 85.9 33' 73.9 87.5 33' 40.2 84.2 • • •• 00000, 36' 73.7 87.5 . 36` 39.8 82.9. so. 36" 71.1 87.9 0. 36" 38.9 81.3 MCY ENGINttRING,INC? • • •••• 3$" 70.9 87.5 39" 38.3 80.1 39` 68.5 87.5 39' 37.6 78.6 GLAZING CONSULTANT •• • 42' 68.4 87.5 42' 37.1 77.5 42" 66.2 87.5 42' 36.4 76.1 8501 SW 124TH AVE.STE.205A 48' 63.8 87.5 48' 34.8 72.8 48' 61.9 87.5 48" 34.2 71.5 MIAMI,FL 33183 54" 84' 114 96" '59.8 87.5 54" 32.8 68.6 54' 58.1 87.5 54" 80' 114" 32.2 67.4 P-(305)271-0117 84' 80' 96" 30" 72.0 87.5 30" 38.1 79.7 30" 69.1 87.5 30" 37.2 77.9 ErnaR:MCY.Englnearing@a[Lnat 33" 69.4 87.5 33" 36.9 77.1 33" 66.7 87.5 33" 38.1 75.4 -,MCYE ering.- 36, 66.9 87.5 36" 35.7 74.7 36' 64.4 87.5 " 36' 34.9 73.1 STAMP:. 39' 64.7 87.5 39' 34.6 72.4 39' 62.3 87.5 39` 33.9 70.9 Y{P(NG•YVANG. R.E. 42' 62.5 87.5 42" 33.6 70.3 42' 60.3 87.5 42' 32.9 68.9 Fl t)121DA_REGISTRATION 48' 58.7 87.5 48' 31.7 66.3 48' 56.7 87.5 48` 31.1 65.1 P'E 055963 C.A.N. 28677 54" 55.3 87.5 54' 1 1 30.0 62.8 1 54' 1 53.5 87.5 54" 1 29.5 61.7 30' 63.5 87.5 30' 35.7 74.7 30" 61.6 87.5 30' 35.1 73.5 / 33' 61.1 87.5 33" 34.5 72.1 33' 59,3 87.5 33" 33.9 70.9 71 j�l �. 36' 58.8 87.560. 36' 33.3 69.6 60 367 36' 57.1 87.5 �. 36' 32.8 68.5 r; ✓ - 39" 56.787.5 39' 32.2 67.3 39" 55.1 67.5 39' 31.7 66.3 ✓"^ ' 42' 54.8 87.5 42' 31.2 65.2 42" 53.3 87.5 42" 30.7 84-2 48' 51.2 87.5 48" 29.3 61.2 48' 49.9 87.5 48" 2&9 60.4 DEC -/,• n+� 54' 48.1 87.5 54' 27.6 57.8 54` 47.0 87.5 54' 27.2 57.0 U 1 84" 102' b4" 12a' Bo° 102' Ba' tza` 30" 57.1 87.5 30' 31.9 66.8 30' 55.2 87.5 3D" 31.3 65.5 PRODUCT CONTROL APPROVAL: 33' 55.1 87.5 33' 30.9 54.6 33' 53.3 87.5 33' 30.3 63.4 36" 53.2 87.5 36' 29.9 62.6 36` 51.6 87.5 36" 29.4 61.5 72" 72" 72' 72' PRODUCT REVISED 39' 51.5 87.5 39" 29.0 60.7 39' 49.9 87.5 39' 28.5 59.7 -complying with.the Florida 42' 49.9 87.5 42` 28.2 59.0 42' -48.4 87,5- - -42t-- 27.7 58.0 'Buide ldingCb - - - 48" 46.9 87.5 4$' 26.6 55.7 48" 45.6 87.5 148' 26.2 54.9 Acceplance No _1 54' 44.3 1 87.5 54" 43.1 87.5 R pitiorw Date 1R Ay Mizen- ade Product DRAWN:S.L. DRAWING No: STEP 3: MULLION LOAD CAPACITIES DATE: 9-22-11 7 OF 11 DWG: AD11-20 P,%, ANCHOR LOAD CAPACITY PSF ANCHOR LOAD CAPACP[Y - PSF Trul i te EXT.(+) & INT.(-) W.(+) & INT.(-) INTERMEDIATE 'TRUIJTE' DQORS INTERMEDIATE GLASS&ALUININUM soLUIlON3" NOMINAL DIMS. ANCHORS TYPE 'A' JANCHORS TYPE'E ANCHORS TYPE 'C' NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE'H'ANCHORS TYPE'C' HORIZONTAL HORIZONTAL SEE SEPARATE NOA WIDTH (W) IFRAME HEIGHT 'A2' 'A3' 'A4' '82' 'B3' 'C2' 'C3' WIDTH (W) FRAME HEIGHT 'A2' 'A3' 'A4' 'B2' 'B3' 'C2' 'C3' -- hitp:llwwwArulite.com 24' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 rs 800 FAIRWAY DRIVE,Sults 200 30' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 W. 99.4 100.0 100.0 100.0 100.0 100.0 100.0 63 1 1 DEERFIELD BEACH,FL 33441 36" 100.0 100.0 100.0 f00.0 100.0 100.0 100.0 W. 82.6 100.0 100.0 100.0 100.0 100.0 100.0 �I p.800-432.813211.954-724-2083 42" 100.0 100.0 100:0 100.0 100.0 100.0 100.0 42' 114' 71.0 100.0 100.0 87.1 100.0 100.0 100.0 ODh ��# 010 w 60 WA w w ll 48' 78" 90.8 100.0 100.0 100.0 100.0 100.0 100.0 48" 62.1 93.2 100.0 76.2 100.0 100.0 100.0 / PRODUCT. 54' 80.7 100.0 100.0 99.0 100.0 100.0 100.0 54' 55.2 82.8 100.0 67.8 100.0 89.6 100.0 �-J 80' 72.6 100.0 100.0 89.1 100.0 100.0 100.0 60" 49.7 74.5 99.4 61.0 91.5 80.7 100.0 I W1 0�o W2 0� W3 I W1 -I-W2 m� W.3 Resistor 66" 66.0 99.0 100.0 81.0 100.0 100.0 100.0 24' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 72' 60.5 90.8 100.0 74.3 100.0 98.3 100.0 30" 94.4 100.0 100.0- 100.0 100.0 100.0 100.0 WIDTH (W) n W1 WIDTH (W) - W1 3000 ALUMINUM 24' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36' 78.7 100.0 100.0 96.6 100.0 100.0 100.0 AT FRAME JAMB AT FRAME JAMB STOREFRONT WALL-LMI 30' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 42' 120' 67.4 100.0 100.0 82.8 100.0 100.0 100.0 W2 + W3 W2 + W3 • •••• • 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 48' 59.0 88.5 100.0 72.4 100.0 95.8 100.0 WIDTH (W) = WIDTH {W) a •• AT FRAME MULLION 2 AT FRAME MULLION 2 OR e, $t0 f••• ••• •• 42" 98.3 100.0 100.0 100.0 100.0 100.0 100.0 54" 52.4 78.T 100.0 64.4 96.8 85.2 100.0 j • • 48' 84' 84.3 100.0 100.0 100.0 100.0 100.0 100.0 80' 47.2 T0.8 94.4 57.9 86.9 76.6 100.0 P R o o u C ti s E R I E S• • fees** 54' 74.9 100.0 100.0 92.0 100.0 100.0 100.0 •••••• 60' 67.4 100.0 100.0 82.8 100.0 100.0 100.0 'TRULITE7 DOORS 'TRULFW DOORS REVN DA REN WKS ••• i••• SEE SEPARATE NOA SEE SEPARATE NOA • • 66" 61.3 91.9 100.0 75.3 100.0 99.5 100.0 Rev.1 3.14.14/13V ATE TO 2019.W •••• 72' 56.2 64.3 100.0 69.0 100.0 91.2 100.0 ^l r �r-�'l Rev.2 2.06.15 U ATC TO 2011t • • •••• 24' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10 I �\i 4 w ell, i 111 ♦\i ap w •• 00004,0 30' 100.0 100.0 100.0 100.0 100.0 t00.0 100.0 = i m 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w ENGINEER: • • • %INCj- 72- •42' 89.9 100.0 100.0 100.0 100.0 100.0 100.0 17_J L-� I �_J • • • •48" 90" 100.0 100.0 96.6 100.0 100.0 100.0 MCY ENGINMRIAG, ••••54" 69. 100.0 100.0 85.8 100.0 100.0 100.0 Wt W2a� WS i_Wt� �2 p� W3� GLAZING CONSULTANT80" 9 94.4. 100.0 77.3 100.0 100.0 100.066" 57.2 85.8 100.p 70.2 100.0 92.9 100.0 WIDTH (W) A W1 WfQTH (IY) o W7 8501 SW 124TH AVE.STE.20ANCHOR$ TSCP)33:SEE SHEET 8 FOR DESCRIPTION AT FRAME JAMB AT FRAME JAMB MIAMI,FL 33183 52.4 73.7 100.0 64.4 96.6 85.2 100.0 P:(305)271.0117 24' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 A2 = (2) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION WIDTH (W) = W2 + W3 WIDTH (W) = W2 + W3 En,an:MCY.Engrtteering{lnaunei 30' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 A3 = (3) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION AT FRAME MULLION2 AT FRAME MULLION2 www.MCYEngineering.eom 36' 98.3 100.0 100.0 100.0 100.0 100.0 f00.p A4 - (4) ANCHORS TYPE 'A' AT JAMB OR EACH SIOE OF MULLION STAMP: 42" 64.3 100.0 100.0 100.0 1 100.0 100.0 100.0 112 = (2) ANCHORS TYPE 'B' AT JAMB OR EACH SIDE OF MULLION PIPING.WANG, P.E: 48' 98' 73.8 100.0 100.0 90.5 100.0 100.0 100.0 B3 = (3) ANCHORS TYPE 'B' AT JAMB OR EACH SIDE OF MULLION FLORIDA REGISTRATION PE #559133 54' 65.6 98.3 100.0 80.5 100.0 100.0 100.0 C2 = (2) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION C'A'N' 28877 60" 59.0 88.5 100.0 72.4 100.0 95.8 100.0 C3 - (3) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION 66' 53.6 80.9 100.0 65.8 98.8 87.1 100.0 72' 49.2 73.8 98.3 60.4 90.5 79.8 100.0 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 24' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 Lf 36' 92.5 100.0 100.0 100.0 100.0 100.0 100.0 42' 79.3 100.0 100.0 97.4 1oo.D 100.0 100.0 Ya "1 '',t -Ll C.r Q 2415 48' 102" 69.4 100.0 100.0 85.2 100.0 100.0 100.0 4' 4" 4" ' 54' 61.7 92.5 100.0 75.7 100.0 100.0 100.0 if T 60' 55.5 83.3 100.0 88.2 P93--0 90.2 100.0 PRODUCT CONTROL APPROVAL 66' 50.5 75.7 E22. 82.0 82.0 100.0 3" PRODUCT REWBIa 72' 46.3 69.4 56.8 75.1 100.0II'I111�'� as celttplyiaa wid►fie FkAUR24' 100.0 100.0 100.0 100.0 100.0 Du>ildhis C & 30' 100.0 100.0 100.0 too.o 100.0 3" 3� 3" Accer �t0vzEjnmn &w#36, 87.4 100.0 100.0 . 100.0 100.0 3 3" ! 42' 74.9 100.0 92.0 100.0 100.0 100.0 F� 3 108" 48' 05.6 98.3 . 80.5 100.0 100.0 100.0 3" 1 3/4' 3" 1 3/4" 3" 3" Iv113P- .de Froducl 54' 58.3 87.4 100.0 71.5 100.0 94.6 100.0 1 3/4' 1 3/4" 1 3/4' 60" 52.4 1 78.7 100.0 64.4 96.6 85.2 100.0 66' 1 47.7 1 71.5 95.4 58.5 87.8 77.4 1 100.0 A2, B2. C2 A3. B3. C3 A4 STEP 4: ANCHOR LOAD CAPACITY DRAWN:S.L. DRAWING No: DATE- 9-22-11 g OF 11 DWG: AD11--20 i EDGE DISTANCE 1BYO c TYPICA'fti ANC W . OR 2BY OD BUCKS TYPICAL ANCHORS r u l i to WO SEE_ELEV. FOR CING' SEE ELEV. FOR SPACING TYPICAL ANCHORS a z EDGE DISTANCE EDGE DISTANCE SEE ELEV. FOR SPACING GLASS&ALUMINUM SOLUTIONS° v , METAL STRUCTURE a. a c a. hltp:l/www.lnillte.com CONCRETE 4+ 4 4 d. a • - Q 800 FAIRWAY DRIVE,Suite 200 a a Z - " CONCA • c OEERFIELD BEACH,FL 33441 I p.800-432-8132 I L 954-7242083 LL, PRODUCT: A + 0 v a N 1 Resistor 4 '" 3000 ALUMINUM STOREFRONT WALL-LMI 9 . • -•-- • 3 TYPICAL ANCHORS � � •�� 6 5 ZS"RUIN'G". A c WOOD BUCKS AND METAL STRUCTURES NOT BY TRULITE. V istef �•' • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND PRmmf s e AU H s•• • •••••• TRANSFER THEM TO THE BUILDING STRUCTURE. �'• REVN jXRAWEMARKS ••••• EDGE DISTANG Rev.1 3.14.?4P^WDATE TCs410,f BC TYPICAL ANCHORS: Rev.2 2.01.1`MATE TO.203 4.FRCSEE ELEVATIONS FOR SPACINGZ. TYPE 'A' 1/4" DIA. ULTRACON BY 'ELCO' (Fu 177 KSI, Fy=155 KSI) ENGINEER:; • M INTO 2BY WOOD BUCKS OR W000 STRUCTURES ••••�• E.l 1-1/2" MIN. PENETRATION INTO WOOD MCY ENGfNEERING•Iii ., 0000" THRU WOOD BUCKS INTO CONC. OR MASONRY = • GLAZING CONSULTANT • l--1 rs 1-1/4" MIN, EMBED INTO MASONRY* • �a 1-3/8" MIN. EMBED INTO CONC. 8501 SW 124TH AVE.STE.205A M+1 i �is-I 0 a MIAMI,FL 33183 O TYPE 'B' 114" DIA. ULTRACON BY 'ELCO' (Fu 177 KSI, Fy=155 KSI) P;(305)271-0117 DIRECTLY INTO CONCRETE OR MASONRY* Email:MCY.Engineedng@all.net LL'i 1-5/8" MIN. EMBED INTO CONCRETE OR MASONRY* www.MCYEngmedng.com O l"l TYPE 'C' #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) STAMP: ; INTO MIAMI--DADS COUNTY APPROVED MULLIONS ORING .WANG;,; Tj ; w FLORIDA:REGISTRATION �-_-r------------_-- (1/8" THK. MIN.) INTO METAL STRUCTURE. E* 55983 ' (~ r- ------------ -T CPA.-N! 256.77 I MIAMI-RADE COUNTY APPROVED I MULUON & MULLION ANCHORS I I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) W ISEE SEPARATE NOa � I I ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) 0- I I EDGE DISTANCE I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o Ii i L_—..._.-- ------� � —— — TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY* = 2-1/2" MIN. s INTO WOOD STRUCTURE = 1" MIN. 9 INTO METAL STRUCTURE = 3/4" MIN. PRODUCT CONTR6I 'APPROVAL: 4 CONCRETE f'C = 3000 PSI MIN. PRODUCT REVISED TYPICAL ANCHORS C--90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. as complying whb 6c EtorklA a SEE ELEV. FOR Badding Code C 1 0 SPACING AcceptettcAW SEALANTS: Ia onGLAZING BEAD AT FRAME SILL SEALED TO GLASS WITH SILICONEGLAZING OPTIONS 6A, 6B OR 6C. RyCONCR 4FRAME CORNERS SEALED WITH DOW CORNING 999 OR EQUAL COMPATIBLE. Ml Da a' a. 4 .8 TYPICAL"ANC a I *MASONRY -- GROUT FILLED CONCRETE BLOCK (f'c=2000 PSI MIN.) SEE EILEV. FOR SPACING a e NOTE: MASONRY USED AT JAMS SUBSTRATE ONLY EDGE DISTANCE a DRAWN:S.L. DRAWING No: THIS PRODUCT MAY BE INSTALLED.INSIDE OR OUTSIDE GLAZED DATE: 9-22-11 9-OF 11 DWG: AD11-20 WOOD BUCK FILLEROPTIONAL BY OTHERS REINFORCING OPTIONAL REINFORCING OPTIONAL REINFORCING OPTIONAL 1 Tru I ite SEE CHARTS ON SHEETS �✓ SEE CHARTS ON SHEETS SEE CHARTS ON SHEETS 4 & 5 2 4 THRU 7 4 & 5 f'c=2w PSI a GLASS&ALUMINUMSOLUTWNS9 GROUT F1LLE0_ V. http:1fwww.trui1texom 800 FAIRWAY DRIVE,Suite 200 t\\\\� I\\\\� v DEERFIELD BEACH,FL 33441 5 ' \ \ I \ \ti I \ \ti 5 p.800-432-81321f 954-724-2083 \ r r PRODUCT: ^\`I .. •' . �\`\`� �`� I �\`� I �,\� I MIN., • - Resistor \\\`; ;\\\\`; EMBE1A, 3000 ALUMINUM \ \ \ 1 I\ \ , s 6 - STOREFRONT WALL-LM! .... UU. O R D e .Stogy~••; • . . . •O �d PRo%u 000 EtilEs •••• e - D.L. OPG. D.L. OPG. D.L. OPG. - a v REVN DAT R KS •••• 0••• 0 SILICON SEALANT zo ° - Rev.1 3.14.14AQATE TO 204®•FB 00000 DOW RNING 790 OR EQUAL. MIN. MAX. GAP v Rev.2 2.06.15 dP0 E TO �(M 4:PBC •a i•• REC MENDED SEALANT DEPTH S L BE HALF THE SEALANT WIDTH. SEE CHART BELOW •• •• *Soso • ENGINEER: • • • MIN. & MAX. GAP FRAME WIDTH FRAME WIDTH 1/4* MAX. • • •• 698004, SEE CHART BELOW SHIM SPACE • • • • EXTERIOR OR INTERIOR My :'•'• GLAZING CONSULTANT •• • 8501 SW 124TH AVE. REINFORCING OPTIONAL ACP-154 REINFORCING OPTIONAL 83 205A MIAMI,FL SEE CHARTS ON SHEETS (1046A) SEE CHARTS ON SHEETS P.(305)271--011011 7 MAX 5, 6 & 7 FRAME GAP JAMB/HEAD 5, 6 & 7 Ema11:MCY.Eng1nee6ng@att.ne1 HEIGHT MIN. MAX. MIN. #10-24 www.MCYEpghw0ng..com AT 12' O.C. __ STAMP: 60" 3/16" 1/2" --- -- - --------- - ------------ _ ------- -- 1 ---------,I YIPING`WANG, P.E . 72' 1/4" 1/2' �� \� I MU1M1-DADE COUNTY I \ v MIAMI-DADE COUNTY C � I FLORIDA REGISTRATION 84" 1/4' 1/2' �`\\ ' _ APPROVED DOOR BY 'TRULITE' I \`\� i i i APPROVED DOOR BY 'TRUUTE' PE #55983 SEE SEPARATE NOA FOR i`\`\l i SEE SEPARATE NOA FOR CAN_28677 96" 3/8" 1/2" �\`\` I 11 1 1 DOOR RATING AND DETAILS L,\ r� I II DOOR RATING AND DETAILS ry 1 108" 3/8" 1/2' `\\` 1 I 1 \I I I I t \ 1 1 1 120' 1/2' 1/2' \\+ � ) • l I j ------------------------------ i \ I I r----- —_...-----------------....-- - II\ \ I 1 I Lam? MAX. FRAME MAX. GAP AT \ \ ;'1 1 - �\\ I ' I --- 1 _____________ _ _---------•---- �--_ --- ---- WIDTH EACH SIDE �\ 1 --- ----------------- \ I I 11 --- \y ------------------ -I ---- \ \ti 5 L 30 Fr. 1-1/8" \ \ � � 1 ,�- --- I f 60 Fr. 1-1/8' — \ 1 1 4� 11 ori; : , 5 ALTERNATE SEALANTS AT JAMB GAPS CAN BE ' \ �\ \\j PRODUCT CONTROL APPROVAL: DESIGNED BY ENGINEER OF RECORD �` I I \ I ��--' BASED ON MANUFACTURER GUIDE LINES. ---- - ------------ `�--� �------ _� ------------------- ------- --- u-l ------- ---� --------- ---- PRODUCT REVISED aa complying wilh the Florida Building Code Accepinnce 1Vo t5 .O1 MIN. 12-24 SMS MIN. 12-24 SMS axpmfsou Date W j BY Miamr Product fA- MIN. 3 HINGES MIN. 3 HINGES DRAWN:S.L. DRAWING No: DATE: 9-22-11 10 OF 11 DWG: AD11-20 BILL OF MATERIALS ite ITEM 9T. PROFILEDESCRUMON HATERIAL M ACTURER/ftBMAR T�u U $$ GI.A$S&ALUM84M SOLUTIONS' I AS READ. 3001 FRAME HEAD/SILL/JAMB ALUM. 6063-T6 TRULTTE hllwWwwwArul4te.00m 2 AS READ. 3002 INTERMEDIATE MULION (VERT/HORIZ) ALUM. 6063-T6 TRULITE 800 FAIRWAY DRIVE,Suite 200 3 AS READ. 3003 GLAZING STOP ALUM. 6063-T5 TRULITE 7 DEERFIELD BEACH,FL 33441 4 1/ CORNER 3004A SHEAR BLOCK ALUM. 6063-T6 1" LONG ® p.BM-432-813211.954-724-2083 5 AS REQD. H-63 GLAZING GASKET EPDM - 2 6A AS REQD. DCS95 SIUCQNE SEALANT SILICONE DOW CORNING PRODUCT: 0 68 AS REGO. SSG4000 SILICONE SEALANT SILICONE GE (MOMENTIVE) 4 6C AS REQD. PROGGLGAZE SILICONE SEALANT SILICONE TREMCO A. HEAD ASSEMBLY Resistor SSI 7 2/ CORNER S14 ;1.2-24 x 3/4" FLAT HWS THREAD CUTTING _ _ 3000 ALUMINUM STOREFRONT WALL-LMI 8 Z/ CORNER Pi3 1/2-20 x 1-1/2" PAN HEAD MACHINE SCREWS - - 9 - V2100 GLAZING FOAM TAPE - NORTON • • 9A - V2200 GLAZING FOAM TAPE - NORTON •• •� • •: •••••• 10 AS REQD. - SETTING BLOCK (1/2' x 1/8' x 4" LONG) EPDM - ©Rdalstor• • •e PRO DUO SERILPS •• ••••• IDA AS REQD. H62D SETTING BLOCK (1/2' x 1/4' x 4' LONG) EPDM - •••••• • 1 i AS REQD. 3004A ALUMINUM REINFORCEMENT ALUM. 6063-T6 TRULITE REVN DA L• t.LAARKS •• :00001 Rev.1 3.14.147OPMTE TO TO,19.Wt 00000 4.500 Rev.2 2.06.15/Z�ai�E TO 014•iiiC • ••••• 250 3.938{ ENGINEER: i • • •• Q Q MCY ENGIN&ERING ;•••• GLAZING CONSULTANT •• • 13. INTERM. HORIZONTAL 8501 SW i24THAVE.STE,206A 968 2,002 MIAMI,FL 33183 I I v P:(305)271-0117 2.750-moi L125 www.M YEng a g�alol.nel 1O STAMP: FRAME HEAD/SILL/JAMB 0 SHEAR BLOCK 3 YIPING WANG, P.E.. . FLORIDA REGISTRATION ® PE'X58983 4.500 C.A:N. 28677 250 F�1.095 2 g' 3 a DEG 2015 F ,� 1 III q PRODUCT CONTROL APPROVAL: 2.750—moi k-125 PRODUCT REVISED as complying with NIO Flarl& IlluildbOCode FRAME INTERMEDIATE MULLION O WEDGE—IN GASKET 3 Acceptance No Oj - � t3xplration Zo><9 T_ +640 2.045MiDRtt ado Pr Uct S, GENERAL NOTE: �---- 1. GLASS NOT SHOWN FOR CLARITY. 2. FRAME AND PANEL CORNERS,INSTALLATION SCREWS AND ALL METAL PARTS }� —3.938 �I BE SEALED WITH CLEAROLOR D SEALANT. TO DRAWN:S.L. DRAWING No: C. SILL ASSEMBLY DATE: 9-22-11 11 of 11 O GLAZING STOP (9/16" GLASS) 11 REINFORCEMENT DWG. AD11-20 PREPARED BY: ,ltw lffr-4-w- ]DV w 1 E n rl ENO BUILDING DROPS, INC. WINDOWS T N D O S DOORS .,y ,�y 398 E.DAN[A BEACH BLVD.,0 4 338 TT 1 hF YlLL DAN[A BEACH,FL 33004 PH:(954)399-9478 FAX:(954)744.4738 WEB:www.buildingdrops.com DESIGN PRO /SMOOTH PRO371/2„ MAX. N o1-4 IMPACT APPROVED O.A.WIDTH W j m N o E Z O Z 1-- CD O m ry FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) 371/2° MAX. s 4 a o N z oLn O.A.WIDTH ® = W w —j Y LL 6 1 5 4 Ln W m ¢ a z GENERAL NOTES: ® \Q O LU 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 3 a Q Q p ••• BUILDING CODE 9(4FBC) INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: - _ \ _ = s z z a J Q see• Z-.... • oo t7 0 ;U z•• rte, cn �r-I w 1— ane • '04 • W • • LO z TA5202-94 -i Lu 3 o n w 1 U •p.•seJ LLLF ••• �••• • • TAS 203-94 Ln w 1 s H O1 n s ® •••�••Q N O0 5 G C7 Q 4 Lu • �• 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE C7 OO Q 4 ® OU z C9 LCL 5 U •"• U • •• a'es• • RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE z °L. s Lu z ACTIVE z •a e a z O ACTIVE w Q s _ .... � LU .. w?he�• FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Q s z N o s .l.:ss: s :s: �••• INSTALLATION. Ln O s = o z •• •• p,"• • �see: O Z x cn • 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR '�•••• • A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS !sees* BY • HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Addpf3AsQl,Multi-Pq"4%k GL SLS/e14 DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT s a s b 7 s s s a s s e RESISTANCE. a a a a a 4 4 a 4 4 4 4 4 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH 1 TYP• ELEVATION 1 2 TYP. ELEVATION 2 HISDOCUMENT ISTHEPROPERTY OFBUILDINGDROPS,INC DOORS ARE QUALIFIED. 1 8'-8"DOOR HEIGHT 1 8'-0"DOOR HEIGHT AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC. ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. INVALIDATE OUR CERTIFICATION. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT `%%Il l I lilyl�/�� PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH-OH HEIGHT IS>_1.0 �� 'S 0 NOTE: • •�'\ = 0 DOORS SHOWN ABOVE MAY BE LEFT 7 OR RIGHT HAND OPERATING DOORS. 441 - gHERMB6F.iI0R00• �}IDA P.E.NO.7 ' B E).gDTN An'EAC/Y dLV . TABLE OF CONTENTS FBPECETIY.blf"J`P�1F'11%fiO.9578 SHEET REVISION SHEET DESCRIPTION Digitally signed by Hermes F.Norero,P.E. eason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.07.0609:54:23-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK.BY: 4 A VERTICAL ASSEMBLIES NOMMISSILE MAX.OVERALL DESIGN PRESSURE(PSF) G L/TJ M SS/MSS IN 5 A HORIZONTAL ASSEMBLIES CONFIG INSWING OUTSWING ACT SCALE: NTS 6 A WOOD SUBSTRATES WIDTH HEIGHT POS. NEG. POS. NEG. RATI DWG.#:A010871A 7 A CONCRETE SUBSTRATES X 3'-0" 6'-8" _65* 65 65* 65 SMI SHEET: OF 8 8 A COMPONENTS&BILL OF MATERIALS 3'-0" 8'-0" 50* 50 50* 50 LMI&SMI *SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. PREPARED BY: INSTALLATION NOTES: 1.' ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE BUILDING DROPS, INC. SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S)SHALL BE 398 E.DANIA BEACH BLVD.,STE.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA BEACH,FL 33004 PH:(954)399-8478 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TOFAX:(954)744A738 STUCCO,FOAM,BRICK VENEER,AND SIDING. 37 1/2" MAX. WEB:www.buildingdrops.com O.A.WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3 NP• w N OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 -100 MANUFACTURER'S INSTALLATION INSTRUCTIONS. O > mNo O z m a M N N 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ® a o � 00 " JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE LO LW Q Y < v SHELL OF BLOCK. i O to g `^ O cr- F- m a LL 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK a m g CONCRETE/MASONRY CONSTRUCTION. _ 0 co WM La, Lu J -1 V Q 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE �-= Q co a a J 000 FOLLOWING PROPERTIES: rn � w F- H �• = • 0000 Do0000 • A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. I\ < •1 • B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z 0 w 0 o ® 0 o • _ •• W C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z z z •p. :•• V • •• �•••• • OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 3 O w w 666:06 z • �••• PSI. = zLIT ® •••• J ••• ��• • Lu w D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH N •••••• Q ••• z•••• OF 2000 PSI. t.•••• V w' • • ••. �•••• Lu 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR �•.• • • • LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS •••••• BY 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM A84P.P*Aso,Multi-PDIpUWO GL o- f/i EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 •. • ANCHOR TABLE P. ANCHOR LAYOUT 6'-8'&8'-0'DOOR HEIGHT THIS DOCUMENT IS THE PROPERTY OF BUILDING DROPS,INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART 6'8"DOORS 8'0"DOORS WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN.EDGE MAX.O.C. MAX.O.C. INVALIDATE OUR CERTIFICATION. SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT N%01111111111 Il� JAMBS JAMBS NOTE: ``%%SES F ,�e NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X) ONLY. l�j ;'•• .,�,�J �� WOOD SCREW #10 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 17-1/4" ? �� -. 0 OR FRAMING 7 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCO 1/4" CONCRETE/CMU 1-3/8" CONC. 1" 17-1/2" 17 )3 441 -. �O Qp`;• ��C/�` 1- " A47RCND %11 P., NgOL. ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" �1�11' H,113 ,", FBPE CERT.6��ll'Irltl�l�.(I�III�O.29578 B2 2-#9 X 21/2"PFH SCREWS DATE: 02,05,14 2-#9 x 2 1/2"PFH DETAIL D222 23 DWG. Y: CHK.BY: TYP.HOPPE PFH SCREWS MULTI-POINT SHOOT BOLT G L%TJ M SS�MSS • PLATE LOCATIONNTS (RH PLATE SHOWN) SCALE:DWG.#:A010871A DETAIL B2 DZ TYP.HOPPE i BOTTOM SHOOT MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: OF 8 PLATE LOCATION HOPPE#2098911 00 A SILL SECTION VIEW C HEAD SECTION VIEW 2 INSWING SHOWN OUTSWING SIMILAR Z INSWING SHOWN OUTSWING SIMILAR ��/ SEE DETAIL 02 SEE DETAIL D2 PREPARED BY: Y ) BUILDING DROPS, INC. 398 E.DANIA BEACH BLVD.,STE.338 DANIA BEACH,FL 33004 PH:(954)399-8478 FAX: 44.4738 WEB:www.build 4 1/2"TYP. 4 1/2"TYP. o .build } ingdrops.com 1 1/2"OFFSET m ,o 1 a,J N UJ O m O � N cm, I— `� o I 0 yj N � 00 i 03 w 00 Q gx DO O c 1- a a LU 5 a m Lu n LL m Q X in mg N w CC U J z N ••• w • • -- z �p ... L7• _• • �o W • • • a Q•.• U• •. ,� .•• • • go 0 40 Q •.•• • • • . • �a •••• ••• z•••• a •••••• ••• ti•••• rl •lEo • • m • R;MARCS ••••• BY DATE • Add AIM sill,MDlti-Poirj"lo GL06:2�11� • • <I �P.ANCHOR LAYOUT .• • 3 PTIONAL 2%BUCK IN CONCRETE/MASONRY HIS DOCUMENT IS THE PROPERTY OF BUILDING DROPS,INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC. ALTERATIONS,ADDITIONS,HIGHUGHTING,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION. 1 1/4"MIN.EMBED NP. s`,j%iilll(//1/ I z ♦� S F. O 4�i Lu SEE TABLE 2X BUCK ANCHOR TABLE ♦♦♦♦�(/�:��••• •,��''�� Q Z • . p Lu p `. .^ O �,0. 6'8"DOORS 8'0"DOORS _ * 7 z z ANCHOR MIN. MIN.EDGE MIN.CENTER ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER w SIZE EMBEDMENT v•' �tl . SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. �O C ' � o rl SPACING AT SPACING AT T �� Lu Q I HERt•iSr M! � 2X WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS ��I IDAP ErNO of `♦♦ ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 2" a" 25" 30-1/4" �i'lNA E. 17 L 3G04 % FBPE CE 4FPY�"P Ij"� %.29578 ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25" 30-1/4" ,t 3 X WOOD BUCK IN TALL. 4 2X WOOD BUCK INSTALL. 1-1/4"-CMu CROSS SECTION 3 SIDE VIEW DATE: 02.05.14 NOTES: DWG. Y: CHK.BY: GL TJM I SS/MSS 1. 2X BUC T FOR INSTALLATION AT SILL. SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#: AO10871A SHEET: O F 8 3 PREPARED BY: HINGE SCHEDULE HINGE DETAIL AT JAMB: PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS, INC. DOOR HEIGHT QUANTITY 398 E.DANIA BEACH BLVD.,STE.338 DANIA BEACH,FL 33004 6'-8" 3 PH:(954)399-8478 •\ FAX:(9 .4738 8'-On www 4 WEB: .buildinuildingdrops.com U, UJ m Ln CD 10 Lu m0ry' o \ _ H j/. 18 19 1 \� = w < a Ln 0 00 co Q m CL w Q N garn �� INTERIOR INTERIOR N I� g mY 1-#9 X 2-1/2"PHILLIPS cc U Q FLATHEAD WOOD SCREW Q z * • ®o•••• • ._ O a \ \ 3-#9 X 3/4"PHILLIPS '�• • N : • a• Wo • •'�•••• OC • •• �•••• a FLATHEAD WOOD SCREWS • EXTERIOR EXTERIOR •��• O �:• Q�••• 4-#9 PHILLIPS FLATHEAD WOOD SCREWS USE 3/4"LENGTH FOR 6'-8"DOORS •••••• • •••• w�•••• SE 1"LENGTH FOR 8'-0"DOORS w�;••; • ;•; ••�• 1 LOCK JAMB HINGE JAMB9�w 00 5 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR R MARS •.•••• BY LMI'"C • Alc6VA sig,Multi-PoiatIII,%ct GL 0j"11T ; 9-#9 X 13/4"PFH13-#8 X 13/8"PFH(6'-8"UNITS) 3 #8 X 2"PFH 8 8"PFH '-0"UNITS IS DOCUMENT IS THE PROPERTY OF BUILDING DROPS,INC. PFH 8-#9 X 2 1/2" W/HARDWARE 15-#8 X 13/ ( ) / W/STRIKE HARDWARE COMES W/HARDWARE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MPLSTRIKEPLATE / WITHOUT WRITTEN CONSENTOFBUILDING DROPS,INC. 4-MPL STRIKE PLATES 4-#8 X 13/8"PFH ALTERATIONS,O THISADDITIONS, D CLIME HIGHLIGHTING,MITTED R MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND 21 1-REINFORCEMENT PLATE o INVALIDATE OUR CERTIFICATION. 20 HOPPE#2512296 c ``11111111111., ��S F. EXTERIOR EXTERIOR o �`� . .. cz • �i � . \ 7 —_ •r INTERIOR o INTERIOR H D�•Ay P�.S�EE NO.73 �J#pp,NU1BPAl D3 4 98 FBPE CE (try T J 11 11 4 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK.BY: GL/ JM I SS/MSS SCALE: NTS DWG.#: A010871A SHEET: OF 8 5 PREPARED BY: "i 2X WOOD BUCK �f y F- BUILDING DROPS, INC. F;Lu 398 E.DANIA BEACH BLVD.,STE.338 D 2 DANIA BEACH,FL 33004 MIN. z o w EDGE DIST. W / WOOD ANCHOR PH:(954)399-8478 SEE TABLE SHEET 2 o a / SEE TABLE ON SHEET 2 FAX:(954)744.4738 W F— LWEB:www.buildingdropsxom Wol SILICONE N � % W LuW 2 Ln 2X WOOD BUCK // J N Lu zED a / E> O I- 0T / rq Ln // ////% /// % = LLJ O l p a u in>< 0.25" p 00 o Ln MAX. 2X WOOD BUCK a ^ a a a WOOD ANCH Q N LL ld SEE TABLE ON SHEET 2 MIN.EMBED. ~ m g ca SEE TABLE SHEET 2 a U 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL o wa 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED �"•• ••" a . ENDURA ZAIL4565F ® • O "" ••• •• ••0000 ' 0 • SILICONE 0000•0 • z • • �••••0 0000 ••• •� • J 0000 • SILICONE SILICONE 0000 ••• • l--0000•• • ••• • • 0 ••• • R MARS 0• 0 BY DATIL• •• 2X WOOD BUCK 2X WOOD BUCK • Ad;ADA siII:Vlulti-Po j t Lock GL 6/23/1 0000•• • 2X WOOD BUCK •• ' 0000 •. THIS DOCUMENT IS THE PROPERTY OF BUILDING DROPS,INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC. 4 ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER OPERABLE SILL 6 OPERABLE ILL OPERABLEILL MARKINGSTO THIS DOCUMENT ARENOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED `,11111 I I AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 ''j�� 7 _ 44/ HE'Atlf..mwo 6z TT Hlll SILICONE SILICONE SILICONE �yt�.dANA�kXD. E. BEACR FL_3�3¢Q % FBPE CER. �/,�1Ai�A1'NN 29578 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK.BY g OPERABLE SILL 9 OPERABLE SILL 1 OPERABLE ADA SILL GLtTJM SS MSS 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4565F ENDURA HC15000 DWG.#: A010871A SHEET: OF 8 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 6 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: MIN. N 1X WOOD BUCK EDGE DIST. W (OPTIONAL) BUILDING DROPS INC. SEE TABLE SHEET 2 N= •4 398 E.DANIA BEACH BLVD.,STE.338 Z O u-) DAN IA BEACH,FL 33004 Lu-1 CONCRETE ANCHOR SILICONE PH:(954)399-8478 N < �� SEE TABLE ON SHEET 2 FAX:(954)744.4738 F- W •. WEB:www.buildingdropsxom LU w01 Ln Lu Lu N , r .: CONCRETE/ LU w MASONRY • '.. : . /� 4 0 LU m ; .: .r • • a'• CONCRETE V7 z a BY OTHERS /. / o n N rn ".• MASONRY 3 O1 N BY OTHERS O T b 1X WOOD BUCK �.• CC w o 00N o (OPTIONAL) " � QW Ln X 2 :•� `. .' 0.25" O > Q g x Ln-- N a– :4 ��— MAX. p m ¢ a v7 SHIM �i CL m CONCRETE ANCHOR Ln CL m Y SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS MIN.EMBED. SEE TABLE SHEET 2 a Q W 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) OPERABLE SILL Lu a OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED U "" ENDURA 7AIL4565F g g .z 00 • ••• g• •O 00000•U ' • q° • 0000•• z SILICONE ' • • H seems goes • SILICONE SILICONE '•• OEM I-.0000• ••• • e RNAARS so ' BY DS�if• • G d d G d d G d d Ad:ADA'sil Multi-P int Lock GL 6/23/11 CONCRETE/ CONCRETE/ CONCRETE/ ' g ' ' 0000 •• • MASONRY MASONRY MASONRY gs g o s • • BY OTHERS BY OTHERS BY OTHERS so • HIS DOCUMENT 15 THE PROPERTY OF BUILDING DROPS,INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL ALTERATIONS' SHIS ADDITIONS,HIGHLIGHTING,OR PERMITTED OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMnTED AND INVALIDATE OUR CERTIFICATION. 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED `J11f,1I I f ill/� AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 e � i . 0.. r � r r 7 r SILICONE SILICONE SILICONE � T T Qd d Q Qd d Q Qd Q ''�� •D•AE•RMEST?RGARO Hd' BEACH,d d � av FBPE CERT •NO. �`295`7`8 CONCRETE/ � � ` CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS g OPERABLE SILL 9 OPERABLE SILL 1 OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING/INSWING-NO ANCHOR REQUIRED DWG.BY: I CHK.BY: AFCO A-117 ENDURA ZOBL4565F ENDURA HC15000 ADA G L/TJ M I SS/MSS SCALE: NTS DWG.#:A010871A SHEET: OF 8 E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7 PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 In FINGER-JOINTED PINE BUILDING DROPS, INC. SOLID PINE O 398 E.DANIA BEACH BLVD.,STE.338 1 FRAME HEAD/JAMBS O DANIA BEACH,FL 33004 LAMINATED VENEER PH:(954)399-8478 LUMBERO FAX:(954)744.4738 WEB:www.buildingdrops.com COMPOSITE 2 (NOT USED) Q 3 (NOT USED) o J K rn t0 4 ENDURA ZAIL4565F THRESHOLD - 00 O CC 1w- o N o Of Co Ln 00 5 AFCO J-2297 THRESHOLD - _ o a v 6 AFCO A-276/P-2000 THRESHOLD - ® O O O M a � a 7 AFCO H-497 THRESHOLD - p O®o p °� \a- _j M J g 8 AFCO A-117 THRESHOLD - p O m aQ 0 9 ENDURA ZOBL4565F THRESHOLD - a ^^ O o 0° HANDLE 0 z a z n 10 ENDURA HC15000 ADA THRESHOLD - o o HEIGHT Q �o O URETHANE FOAM& O ° @ O ,+•• a 11 WEATHERSTRIP � n ° in in s • •'• y POLYETHYLENE I� ' ••'• LID Cl ° 0i Ln O RO •• •• 3 +e 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE ° ^ 0 •••i•� • •'rq° + •:• ••••• Z 13 (NOT USED) _ HEIGHT d • w3 • 14 (NOTUSED) - 0� 9- r, •••• •••••• •• •+ 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL p a p o O ~ '••••� • ••• ••• 0 00 REVA'RKS' •• BY DAT" ••• 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL Cid a CO Add ATA silt,IVl iti-Point Lock• GL 06/23/14 • 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL • + :••• • 001 •i• o 18 KWIKSET LOCK SERIES 400 STEEL bo 0 oo •• • **so •a ••• oZS LID 19 KWIKSET DEADBOLT SERIES 780 STEEL -bo `Y' •• O° t0 THIS DOCUMENT IS THE PROPERTY OF BUILDING DROPS,INC. ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT AND SHALL NOT BE REPRODUCED IN WHOLE OR PART Pi WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC 20 ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT STEEL riL ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER 0.63" MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND N INVALIDATE OUR CERTIFICATION. 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL `,��I1111►1/17�, 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL oQ �% �c� 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL ``�``�nt`\'.•''••• •• //iii .�, S . •�-� � .AOS. -410 1 FRAME HEAD/JAMBS 4 ENDURA ZAIL4565F 5 AFCO J-2297 6 AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE (LH) T� HEITAlS.;JuaFR1•• ��.` / A P.E.NO.73 O VARIES,SEE BOM AT LEFT O THRESHOLD THRESHOLD O THRESHOLD O / E. "N' 3`�� 3004 FBPE CER�•Ol'P�TtiIZN'�VVI0 9578 Ln in M M 11,,•• M LID ILII I � u I� 1.75" DATE: (-- 4.563" 4.56" � f 5.62" 02.05.14.� 4.57" DWG. Y: CHK.BY: OAFCO H-497 THRESHOLD AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE (RH) GL/ SS/MSS O O THRESHOLD , THRESHOLD 23 SCALE: NTS -�-- o DWG.#: A010871A 14 0, w SHEET: OF 8 Iq �0 Ln 4.58" f_7=2'� 0 5.00" 4.62" o 4.56" --� 0 1.75" 8