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RC-16-92 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone. (30W95-2204 Fax: (305)756-8972 Inspection Number:INSP-268990 Permit Number: RC-1-16-92 Scheduled Inspection Date: October 17,2016 Permit Type: Residential Construction Inspector: Mesa,Michel Inspection Type: Final Building Owner. KLEIN,NELSON Work Classification: Alteration Job Address:9310 BISCAYNE Boulevard Miami Shares,FL 33130 _._ Phone Number 788}3442378 Parcel Number 1132060141610 Project <NONE> Contractor: AP WELDING AND STEEL MANUFACTURER CORP Phone: (305)8254511 But tB rtment Comments KITCHEN CABINETS,FLOOR INSTALLATION, EXTERIOR Infractio _.Qmme nto DOOR REPLACEMENT INSPECTOR COMMENTS False 7/2112016 MISSING NOTICE TO OWNER>STOP WORK ORDER ISSUED-YP 07/29/2016-DONE. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-268842 not ready>working on doors leading to back yard Failed Correction Needed Re-Inspection D Fee No Additional Inspections can be scheduled until re-inspection fee is paid. S October 14,2016 For Inspections please call: (305)762-4949 Page 38 of 43 , Re- -'I '� Miami Shores Village 10050 N.E.2nd Avenue WO* ""' Miami Shores,FL 33138-000010 Phone: (305)795-220477 Expiration: l 1011201 ..: Issue Date: t716 .; Project Address Parcel Number Applicant 9310 BISCAYNE Boulevard 1132060141610 Miami Shores, FL 33138- Block: Lot: KLEIN$SALOME INVESTMENT Owner Information Address Phone Cell KLEIN&SALOME INVESTMENTS LLC 9310 BISCAYNE Boulevard (786)344-2378 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 17,000.00 AP WELDING AND STEEL MANUFACI (305)825-4511 _.... _. .. ..._... Total Sq Feet: 3300 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Fill Cells Columns Date Denied: Final PE Certification Type of Construction:KITCHEN CABINETS,FLOOR INST Occupancy:Single Family Window Door Attachment Stories: Exterior: Framing Front Setback: Rear Setback: Insulation Left Setback: Right Setback: Drywall Screw Bedrooms: Bathrooms: Window and Door Buck Plans Submitted:Yes Certificate Status: Review Planning Certificate Date: Additional Info: Review Structural Bond Return: Classification:Residential Review ElectricalReview Electrical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building Bond Type-Owners Bond $500.00 Review Building Invoice# RC-1-16-58319 Review Building CCF $10. 01/12/2016 Credit Card $ 150.00 $1,435.50 Review Building DBPR Fee $7,65 g DCA Fee $7.65 04/04/2016 Credit Card $ 1,435.50 $0.00 Review Building Education Surcharge $3.40 Bond#:3043 Review Mechanical Notary Fee $5.00 Review Mechanical Permit Fee $510.00 Review Plumbing Scanning Fee $18.00 Review Plumbing Technology Fee $13.60 Work without Permit Fee $510.00 Total: $1,585.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ng. Futhermore,I authorize the above-named contractor to do the work stated. April 04, 2016 Authorized gnature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 04,2016 1 CERTIFICATE OF LIABILITY INSURANCE DA,E( ID»>Ynn 8/1/2016 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(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsemen PRODUCER SUNZ Insurance Solutions, LLC. ID:(TLR) " Warkers'Comp Department c%TLR of Bonita Inc PHONE 727-520-7676 x 3 Fax 727-525-3862 700 Central Ave quite 500 -MAIL St.Petersburg,k 33701 ADDRESS, cartsdencorehr.com iNSURERM AFFORDING COVERAGE N=# INSURERA: SUNZ Irtsalrance Company 34762 U�URED wsuRER a: Aspen Re-London-Best Rating"A+" TLR of Bonita,Inc lNsuRER c: Chaucer Syndicate-Lloyds-Best Ratin "A+" EnterpriseHR 700 Central Avenue Suite 500 INSURER D: Faraday Syndicate-LIo ds-Best Raft"A+" St.Petersburg FL 33701 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 30186812 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. INSR TYPE OF INSURANCE iAODL POLICY NUMBER POLICY EFF '29M OLICY EXP LIMITS COMMERCIALGENERALLL48U TY EACH OCCURRENCE S-M-MAGE TO RENTED _ CLAWS-MADE ::1 OCCUR PREMISES as sure ca S MED EXP(Ary ane person! S PERSONAL&ADV INJURY S GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑ 4 LOC PRODUCTS-COMP/OPAGG 5 OTHER: ECT I $ AU7ONOBdE LlABRJ7Y MBINEDSIN LEU I7 i S tea aW0att0 ANY AUTO f BODILY INJURY(Per person) S OWNED n SCHEDULED BODILY INJURY(Per=MOM) $ AUTOS ONLY AUTOS PROPERTY DAMAGE HIRED NON-OWNED l S AUTOSONLY AUTOS ONLY S UMBRELLA UAB OAR I EACH OCCURRENCE 'S EXCESS LIAR CLAIMS:MAD£' AGGREGATE S DED RETENTiOwS i WCPEOD000001 12 6/1/2016 61217 R TUTEpAw�aw"CONIPENIIIATM R EMPLOYERS'LIaRnY YIN WCPEOD000001 11 6/1/2015 6/1/2016E.L.EACH ACCIDENT s 1,000.000.00 PROPRIETORIPARTNERiEXECUTIVE OFFICERIMB4BEREXCLUDED? ET NIA (Myaew atory N NH) E.L DISEASE-EA EMPLOY S 1,000,000,00 DESCR�1NOF�PERATIQNS E.LDISfor EASE-POLICY UMR s 1,000,000.00 B Workers Compensation This Is informational purposes C Excess Coverage i and nothing shall create any right D under such reinsurance. i DESCRIPTWN OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addalonal Rem ft StImmli a,maY M attached U nmra space is requ6aadl Coverage Provided for all leased employees but not subcontractors of'.AP Welding and Steel Manufacturer.Corp. Client Effective:512/2014 General Contractor License##CGC1516255 CERTIFICATE HOLDER CANCELLATION 7679 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave, ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPREIEwTATNE Glen J Distefano ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 30186812 1 master Certificate 17illian Rally 16/1%:0.6 9:05:54 AX (PD" I Page 1 Of 1 Miami Shores Village Building Department JAN 12 2015 /Ifi e 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 \b �z'- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER.(305)762-4949 FBC 2014 s�t, BUILDING Master Permit No. `2 PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION E]RENEWAL r_jPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: !3 _9510 '31 5 C_4'j /L/ -6 b City' Miami Shores County: Miami Dade Zip: :313 Folio/Parcel#: t I - 3_��- 0161 [(v 10 Is the Building Historically Designated:Yes NO_ Occupancy Type:DjojAICIL Load: Construction Type: Flood Zone: BFE FFE: f OWNER:Name(Fee Simple Titleholder):IBJ/ ElAl AND S+4DA4 S7"di � E1S (.LC Pt)cine ."r �. Address: UJB 1 gs2�� 2 `f City; N• M• State: L Zip:�((v 2 Tenant/Lessee Name: Phone#: Email: �1 CONTRACTOR:Company Name: 1� IA/G(- DfAIC9 L MAW Address: e 50 tilt FA AV 6" City: W 1I _A t-t State: T:L Zip: .3 Qualifier Name: A I-Ov S 0., .3PS F_ rs L 17)15' Phone#: State Certification or Registration#: G COC ( cJ { C�-� S _Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: !y City: State: Zip: "Mil•$ E JC' d l�O�00 Square/Linear Footage of Work: ..',. 00 5+moi dr1'r aluevUW Type of Work: ❑ Addition ❑ Alteration tir New Repair/Replace ❑ Demolition Description of Work: 41 r GW 6 i✓ C A '�)1 A/; F L 000 1^v S 74 L q`T 10^1 , Specify color of colon�t-h�ru tile: I Submittal Fee$ mesio " W_ Permit Fee$ �`� � CCF$ Q d ' 02-0 CO/CC$ Scanning Fee$ �l �ll Radon Fee$T.�� DBPR$ Notary$ tee Technology Fee$ Training/Education Fee$3, o Double Fee$PP�� r) . CkA Structural Reviews$ Bond$ W TOTAL FEE NOW DUE$ (Revised02/24/2014) 11 '43 3 S- V Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant., As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. � i � ; Signature Signature Z7�tINEit CONTRACTOR The foregoing instrument was acknowledged before me this The fore oing instrument w s acknowledged before me this 12 day of .20 by ay of 20 / by who is personally known to0EW& /who is personally known to me or who has produced � �`�L as me or who has producJD�A pa-2- � �1 s identification and who did take an oath. identification and who did take an oath. NOTA P..Uf3 : NOTARY PUBLIC: Sign: Sign: Print: Print: e ,'c Seal: .y _ Seal: * * MY COM10ISSION ti FF 05.ii363 �•, r.�, �w.� O� s, aP EXPIRES:September 22,2017 Bonded Thru Budget Notary Services I- A //��>�>��jl�f�`i�`I APPROVED BY �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ' r 40STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING:BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ALONSO,JOSE FELIPE AP WELDING AND STEEL MANUFACTURER, CORP. 4150 W 19 AVE HIALEAH FL 33012-5801 Congratulations! With this license you become one of the neariy -" one million Floridians licensed by the Department of Business and T 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. PROFE, ''' 31�IALREGULATION Every day we work to improve the way we do business in order to CGC 1516255 "� „ SSU{=C3 09/30t2014 serve you better. For information about our services,please log onto vwria.11nyflor1daIk;enee.com."There you can find more information CERTIFIED GF RAL CbNTI ACTOR about our divisions and the regulations that impact you,subscribe to department newsletters and learn more about the Department's ALONSWELDINNGG AA{C}S'DLJIAANUFACTURER, . 06 ,I E' initiatives. AI' 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 or Ch.488 FS. and congratulations on your new license! Expfth +doo:nuc 3l.2016 u409UM O DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1516255 The GENERAL CONTRACTOR Named below IS-CERTIFIED Under the provislons,of Chapter 489 FS. Expiration dale. AUG 31,2016 ALONSO,JOSE FELIPE AP WELDING AND-STEEL lIANU�ACTU;RE CORP, 4150_W 19 AVE � u� ..,_ 4_, � � '" _ • HIALEAH 's m C. y - fe +3 e. ISSUED: 09/30/2014 DISPLAY AS REQUIRED BY LAW _SEo# L1409300007942 mess Tai Race R ami--Dade ' untyj Stat+ : cif, Rorld v TNIB is NOTA Silt =i1Ct�IQf�A!' 64tt0774 illttplNE6tLn NAMf3l4siC�4170N 'Floce PT NO. EXPO t AP 1 iVG AND STEEL WNUFACrURE CORP r trAt MBER 30v 201$ 233J 1l�,80 5T 7displayed ae place of budnm. Fid L M IS Pursuant to County Coft Chapter BA OWNER- SEC.TYPE OF Bi/ONESS PAYMENT,RECEIVED Ap WELDING AND STEEL MANUFACTURE 196 GENERAL BWLptNG CONTRACT0" ,.PA ME COLLCEIVE $' I ECTOW CGC1516255 07/11/2015 CHECK-15-157510 Thin tonal Bttaiat tett 8 eipt o*,I,wtitma paymemtglt a 4t a18 Business Tax Thalia*is not a Rtrettae, permit or a comicatl"of the hoWelr tl ' tiGcatiw30k du Holdermun ew*w tb aur euvergmsatai orae�maeami repWsto>,l letsregairemeaffi�IChepptyto hre basioesa. Tha RECf*No.ab no iattst 6e on all==areal veWclee- ad-oa .Code SWft 276. FerttrorelDfertnatian,visit �:_' r r:. TB S CaE1T9`6E ATE 1A s1ED AS'A.19fiATi teF! T OF��I Al ?COWERS 1VC9.: NT}A1�£1 TFC:LIEIS BFICATE F 1. T4 CE6 T1 #CINE: #E9 TAT.AFS tO .Y ORAGAIMM ,WElul ALTEX THE GOVENAVIS. BY T ' t71 "B tdS't i T1ACATE'OF.9f -COMMUTE. . . A CONTRACT 1�31E7 9iIttEEt¢Tb$E yESEA D, � R ..... .. . . P F: fC*AT9': ` Vit. .. y� 1��1 Ap►y�; -If *VAI _ ft{��.��9gq 15pq�T "pofty►t ?fnwt 8 . R 7 dO t®may ..Ebb��tei MWS:lon"ll O#t9Fwv.RF+.., kfC t11 B^�'. .. .•o`fYEl. I��1. iIV6 .•• : : 77 J ttiar�. (941)`723-1440 . Pt3 Bax 15Q8' tdltidtid i>� Pdmft,Fi3 a_ 1n lrcrdrdky : 25743 Cap 4t5kt.4 tAre :.. OT TE. 11+ dctk.:CSti?i#i 1+Q0:A4 d C 'd` 0 11fiT 1 T1�:1d t 79 VA *�`_ iifbfid�l,i I . .-, E' AY':1i # fiCiE 1 5L 1t F _ H5.�0 T 7.t E �t t1 A9 OF Stk#1t:1V 1Y.14A>1E t .i [1 GtdAlto . : . >11117015 11117J2Q10, EAOHOW^ + .. i g 1,Of�'1(kyU t ear –j o cc a t LZ tram. ow yrstz ewrS OeNERAL aaE 2#J�# xu�+weddns�un X113 awdam t 1i �tA'tl;S �s�1 � t tlax�RgtaALd� 11 a'$ —.f EAC1i 8�C .. vim AW j41R T ¢6' . :d3�$dERALCC�AITRACTi� :' " Ljcm5E r4UMSER cdcl t825� gums—ATE E"T' t`�elt:'�3t�}'T66�tt972 ANYOF THEA13 DM FJ) ttCA LLEd. IWO 8 'd Wage 1b1E €% Ted 1}ATE'<yl1 F:..NOTI::V9LL. Mt 91 tE;2 ftp ACCOR1$�llCEifiA fH ansa des.Fi:�3t38 L IL J2!! , I a CERTIFICATE OF LIAEILITY INSURANCE X212015 THIS CERTIFICATE 13 MUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOESNOT AFFIRMATIVELY OR NEGATIVELY AIIIEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSlIRER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. WKNITANT: N the cediftwe hoWler M an ADDITIONAL INSURED,f policy(los)est be ordlo sed. H SUBROGATION E WAIVED,'s0jact to the twim and comflOm of the pNycyl',certeln polldw rimy mgnke an wmkmmnoft A slittionwirt on this ceitiftege don not corner rwo to the vRwUc0Choh1�1n�u ofsrrleh SUNZ Insurance Solutions,LLC. ID:TLR do TLR of Banns Inc 72I 7878 x=2 700 Central Ave 15uite 500Er St.Petersburg,PL 33701 Ante Nw�s USSUM A: SUNZ 7112 TLR of Bonita,Inc dba EnhyriseHR tee: t "A Encore Business Solt ts.Ilnc mMe: and ibs Subsidiaries mwm v: *k St.PePterSbutAg ft 33701 COVERAGES CERTIFICATE 1 THIS IS TO CERTIFY THAT THE $OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. _NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT To ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN 1�BY PND CLAM. TYPE OF U�RAMM i Lmm COMMERCOLGEMBRAL EACH OCCURRENCE S C1 7 A1 OCCUR 2 l��Ira@114{r _ S I MED EXP *N ' S i PERSONAL&AOb►N M S SEnAGG REGATE UIItT APPLIES PER: GENERAL AO TE S POLICY❑ f LOC 4 !PRODUCTS-COMP/OPAGG S S A1 .B L►AeLLnYf0=11ME UMffS ANYAUTO BSftPw_1 S 180Df1Y►NIURY(Pera ) S tfMAUTOS AUTOS S tR "um etBE EACH OCCURRENCE S ! um HCLAMIlS4%DEi C AGGREGATE S I � S � 91 Bfi/Z015 811 18 i � _ A10911114AWERCUABMW YIN MPE00D0MI 10 SM=14 8M12015 L EACH ACCIOENT a 1, �NfA Om � EXCtd10Em E t E L INSEAU-EA EMOYE S 1,000, n deswDsudaa, C 44 { I aFcpERATaw lLocA=w i;E—m :N t01.AddWwW R 8olteo^-Yb".Aft ndwnlm Wm b rawAVA i Covemge PmvWed for all leased employ#ut not subcorilradom ot AP WW ft erns Seel MirtufaCtum,Corp. COW EllbCOM 5=14 CERTIFICATE HOLDER CANCELLATION 7 rtli ShOr�Vil SHOULD ANY OF THE ABOVE DESCRIBED POLICIES B E CANCELLED sEF= i NC� � LIBE DELIVERED s NE 2d Ave. ACoDANCBWRHPOLICY PROVISIONS. Muni Shores FL 33138 AUTlIDRl� @ITAiRf$ '.A�� 3 h� (► Glen J DWA%no ®1988-20%ACORD COMORATION. AN tights resetved. ACORD 26(M4/01) The ACORD nam and bgo are regbixuacl melt of ACORD 94931314 1 Meacer Certificate I Aima Gray (:61212025 2t42de9 9K M=) I Page i of i Electronic Articles of Organization L1200FILE8 00 A� For June 05 2012 Florida Limited Liability Company see. Of Mate Isellers Article I The name of the Limited Liability Company is: KLEIN& SALOME INVESTMENTS, LLC Article II The street address of the principal office of the Limited Liability Company is: 850 NE 182ND TERRACE NORTH MIAMI BEACH, FL. 33162 The mailing address of the Limited Liability Company is: 850 NE 182ND TERRACE NORTH MIAMI BEACH, FL. 33162 Article III The purpose for which this Limited Liability Company is organized is: ANY AND ALL LAWFUL BUSINESS. Article IV The name and Florida street address of the registered agent is: ADR ACCOUNTING SERVICES CORP 4699 N FEDERAL HWY SUITE 109E POMPANO BEACH, FL. 33064 Having been named as registered agent and to accept service of process for the above stated limited liability company at the place designated in this certificate, I hereby accept the appointment as registered agent and agree to act in this capacity. I further agree to comply with the provisions of all statutes relating to the proper and complete performance of my duties, and I am familiar with and accept the obligations of my position as registered agent. Registered Agent Signature: DAVILSON RODRIGUES .... ...... . ...... ...... ...... ...... .. . ..... Article V L12000074451 The name and address of managing members/managers are: June 05�2012 Title: MGRM Sec. Of hate NELSON P KLEIN Isellers 1600 NE 176TH ST N MIAMI BEACH, FL. 33162 Title: MGRM THIAGO H SALOME 1835 JAMES AVENUE#6 MIAMI BEACH, FL. 33139 Signature of member or an authorized representative of a member Electronic Signature: NELSON P KLEIN I am the member or authorized representative submitting these Articles of Organization and affirm.that the facts stated herein are true. I am aware that false information submitted in a document to the Department of State constitutes a third degree felony as provided for in s.817.155, F.S. I understand the requirement to file an annual report between January 1 st and May 1 st in the calendar year following formation of the LLC and every year thereafter to maintain"active" status. • 60.6 6690.. . . 6 • 6 96..60 ....0. 6666.. • • 666660 66660. 69.9 . . 0 . ...... ..... 6666 6666.. .. . • 6 . . 6666 .. 966.9•6 so ..600. • 0 . .6660 6 6666.. • • • .6000. • • • 6666 .. • 0000 Aii�iii �{i�lEii1V'fiis fu><�{i¶!!ia.i f ii�ii z?uEB'liE�tiE�iiE��E�rci�{if buy�-iiy�-iif b�izf bi�EiieA��!ii .... oese . . • • .. ...... . ...... •..... ••...• 00000. • • • •••••• •• • •• •• •• • • • e • •..• • •• Miami-Dade Official Records- Print Document Page 1 of 2 CFN:20150797843 BOOK 29894 PAGE 255 DATE:12/17/2015 02:54:48 PM DEED DOC 0.60 HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY Ilia doamcnt pmp=W b) SHE UN&ArrIM Attorneys at Law 1 I I!rare Cw wunr,Suite 619 Bay Harbor Amide,Florida 33154 Atlireow iagrerunto_ EMPWMftW 10801 B1sCaywBoukvmd,&ft300 Avadum%xida33180 Folio Number: I1-3206-0141610 PERSONAL REPRB,S WATTV S DEED THIS INDENTURE, executed this (J day of 2015, by CHERIE MONTANE4 as PERSONAL REPRESENTATIVE OF THE ESTATE OF IRIS DIA7,deceased, ('Grantor"), whose address is c/o Shevlin&Atkins,Attorneys at Law, 1111 Kane Concourse,Suite 619,Bay Harbor Islands, Florida 33154 and KLEIN&SALOME 1NVFSTME M,LLC,a Florida limited liability coanpany,("Grantee"), whose address is:850 NE 182'd Terrace,North Miami Beach,Florida 33162. SIT witssr:That flu:Grantor.Pursuant to the authority granted by the Circuit Court of Brovmd,County, Fk,jda, Fila No. 20114892 (62X1) and in consideration of teak. ($10.00) dollars and other good and valuable camsidaration in hand paid by the Grantee,grants,bargains,sells,aliens,remises,releases,Conveys,and confirms to the Grantee,its heirs and assigns forever,an of Grantor's right,title and interest in and to that certain land situated in Miami-Dade County,Florida,and legally described as follows: The Southwesterly 30 feet of Lot 2 and all of Lots 3 and 4,In Block 65 of MIAMI SHORES SECTION 3,according to the Plat thereof as recorded In Plat Book 10,at Page 37,of the Public Records of Dade County,Florlds with a street address'of: 9310 Biscayne Blvd,Mian!Shores,Florida. TOGETHER with all and singular the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining to that real property. TO HAVE AND TO HOLD the same to the Grantee,its heirs and assigns,in fee simple forever. AND the Grantor does covenant to and with the Grantee, their heirs and astigns, that in all things preliminary to and about the sale and this conveyance the orders of the stove named Court and the laws of Florida have been followed and complied with in all respects. sees • • sees sees•. ease•• • [signatures and notaries on the nest pages] ••• +• • •+•••• sees•• seas • • • • • • •cess• rise • 66.00 f • 00.00• •e • 0••a• •• •• • •• sees•• • • • • • • • • eases• https://www2.mianii-dadeclerk.com/public-records/PrintDocument.aspx?QS=MwKnucJT6... 1/12/2016 Miami-Dade Official Records - Print Document Page 2 of 2 CFN:20150797843 BOOK 29894 PAGE 256 IN WITNESS WHEREOF,the Grantor,Personal Representative of the Estate of Iris Diaz,deceased,has Set her hand and seal on the above date. Signed,seated and delivered in our presence: GRANTOR: witnesses: CHERIE MONTANE4 AS PERSONAL REPRESENTATIVE ESTATE OF MIS DIAZ _-� f� By: " Pt:Name: a ontanex,P u rase tat�ve f3£theLstateofIris Ptrut Nam STATE OF CKY : CO[TNTY OF_ j �� The f oing instrument was aci mowtedged before me this qday of 2015, CHERT MONTANE7, as P e of the ESTATE OF MM DIAZ, and that 9110 is Personally known to me or has produced as identification. j ��tays�j-L Notary Public State Ot Print Name: R lU Commission No.: sees sees sees.. .sees. sees.. sees.. sees.. sees sees.. sees . sees. 0e 00 . .. .000.0 sees.. 09.00. sees.. . . sees.. https://www2.miami-dadeclerk.com/public-records/PrintDocument.aspx?QS=MwKnucJT6... 1/12/2016 �t .,�. ,�... Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption .�- 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 filed 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,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW U ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. i Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of �1nlN"�""1 . ,20, Bwho is personally known tome or has produced Notary: Y '� .y� ro Ai dv SEAL: = IN sgo..� $2 me o e iia• ...` ��sv'* C�� MA 15 016 BY: Oii eement -5. by,and bergram nMAGREDAUVr:w9v&e 21, :::*4f Z ' aadthe.0vue fair to causidtudou Hasuad-a*4 ra. full bathroom renovation Kitchen cabinets ins lation; Floor ins la i na Living r ; itchenseplace mato tile, ,drop s., instalation of laminate flooring; Replacemente of 6 exterior doors; coutmet P � u initial,. final a Bradt 21_- ate',af Dez �2 `�� ._. nti-actor rmnt a ark &e IWO&OZL . 3 bathrooms renovation, Kitchen renovation Ught fi)duns instaiation washerifters relo abon P Psymeaft RammnofCzn s .be made as bRows initial, fi r of Pez 15 = 3M .r �t asxt Smart P&mbing,LLC 17360 S W 302 Street Homestead 33030 ®ffke:786-234-3208 Sm art,pdumbingllc gm aiGcom Proposal submitted to: Dec 18,215 Thiago Salome 9130 Biscayne Blvd SCOPE OF PLUMBING WORK: (AS PER PLANS) REMODELING The price of work includes legalization of the plumbing remodeling of 3-toilets;3= Lavatories, 3-shower, 1-tub, 1-kitchen sink, 1-dishwasher, 1-washing machine. LABOR AND MATERIALS: $900.00 PAYMENT SCHEDULE: 501/6 (DEPOSIT),50% (FINAL) DOTE: Price does not include permit cost and fixtures. If the inspector requests additional Work not specified in this proposal there will be an extra cost, This quote is given accordance to the plumbing and specifications as reviewed by us.Any changes or addendums will be noted as a change Order,in addition to this contract and specified and agreed in writing.Damages to any plumbing caused by other will be charged to the contractor/owner for repairs. Plumbing contractor is not responsible for any labor and materials damaged due to theft,vandalism,or any acts Of nature.Any increase in costs of materials will be billed to contractor/owner.Warranty is solely based on work completed. The title and right of possession to all fixtures and equipment including but not limited pipes,tubing soil pipe,copper,and galvanized fillings.AN other plumbing fixtures and equipment furnished hereunder shall continue and remain vested to the plumbing. Contractor until the entire contract price including any interest,costs,fees or judgment shall have been paid in full.All fixtures and equipments furnished hereunder shall,at all times, be considered personal property by the plumbing contractor and subject to removal as such.In the event such fixtures or equipment shall be installed in any premises,or affixed.in any manner therefore the same shall be severable as personal property.In the case of default by the owner/General contractor in the payment of the contract price,or any Installment thereof,or in the case of failure of the owner/general Contractor shall fail to promptly pay amounts due to the plumbing contractor in accordance with the schedule of payments set forth herein above and at their option to declare the entire unpaid balance of said contractor due and payable forthwith,together with interest upon the unpaid balance,shall likewise the entitled amount allowed by law per year.Noting herein shah preclude the plumbing contractor from filling notice of the contract.The owner or general contractor shall not sell or remove the fixtures and equipment sold hereunder or any portion thereof without the written consent of the plumbing contractor,and the owner/general contractor will keep said fixtures and equipment fully Insured for the benefit of the plumbing Contractor against loss or damage by fire,theft or other cause. BY SIGNING THIS PROPOSAL YOU ARE ACCEPTING TERMS OF PAYMENT AS DESCRIBED BELOW IF COLLECTION PROCEEDINGS ARE REQUIRED TO COLLECT ANY PORTION OF THIS CONTRACT/ALL ATTORNEY FEES AND/OR COLLECTION AGENCY FEES AND COURT COST WILL BE THE RESPONSIBILITY OF THE BUYER. HERZTECH CORPORATION ROBERTO HERNANDEZ 305-205-4135 AGREEMENT OF SERVICES Date: March, 12, 2016 Attn: Klein & Salome Investments LLC Tel: 305-972-7139 Email: thiagomiami@hotmail.com Re: For the following services at: 9310 Biscayne Blvd. Miami Shores, Fl. 33138 • Relocate and install ventilation for clothes dryer *TOTAL FOR PARTS & LABOR: $ 250.00 Terms of Payment: 50% deposit due at commencement of job ($ 125.00) 50% balance due when work is completed ($ 125.00) 10, ea Klein & Salome Investments, LLC Herztec or Thiago Salome Date: � � Date: /'j k, l ®rte Miami shores Village ♦SKORES Building Department ..,��„ W 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ' �� Tel: (305) 795.2204 �IOR�DA' Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qual fier/Owner Signature Date Print Name swum Florida Building Code Online Page 1 of 3 , ts �!p tots ` SCIS Home Log In User Registration Hot Topics sufff arge Stats&Facts Publication FBC Staff SCIS Site Map Links Search Product Approval dOOr 4 USER:Public User tPITYPfp(IUGt AIIDIQVA Menu>Prcaucl 01 Auu'c-'t 0 torch 41st>Application Detail FL# FL14569-R7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by s rewed a ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative ]ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 •• ••• • • • • • •• Equivalence of Pr, uct Starals: Certified By • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • % • • •• • • • • • • • • • Product ApprogiWNetot • • • • • • Weod 1 Option A Date Submitted 11/11/2015 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www•floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquxTVBj nRcY... 9/16/2016 Florida Building Code Online Page 2 of 3 v Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summa of Products FL# Model,Number or Name Description 14569.1 Contours Steel,Wood Edge Full Lite Door,Outswing,6-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Fu4s69 R7 C CAC N1066255-R7 Certihf,ate.pdf Approved for use outside HVHZ:Yes Quality 2 Assurance Contract Expiration Date Impact Resistant:Yes 19 Design Pressure:+60/-60 Installation Instructions Other:Product must be installed per manufacturer LF145L_j._u_(___[T,..,]VJC�;� instructions as stated on drawing 3WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports Created by Independent Third Party:Yes 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing,6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 11-14',(D' P' C CAC N1006255 o7-R3 Certifrcate.udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure:+60/-65 Installation Instructions Other. I`[]456`) F7 11 JW050`l 04 [r'staiidtion.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports 1_114569R AE PFR.3})>_IA!I f Created by Independent Third Party:Yes 14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing,6'-0"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 CMAC N1006254-R5 Certificate udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.Yes 09/30/2019 Design Pressure:+50/-50 Installation Instructions Other: FL145F9 R7 [1 JWO`0,a 01 SS 2015 O7 02.1)(I1' Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL1456a f?. AE F'LP33')1.Grt Created by Independent Third Party:Yes 14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Ft 1456q P7 C CAC NI01 1.067NI 111162 01 Certiflc�,te Lill Approved for use outside HVHZ:Yes Quality 20ssurance Contract Expiration Date Impact Resistant:Yes n Pressure:N/A 20 Installation Instructions Design 7 Desig 1114�fi9 Pt 11 JWO' U12N OtherInstal!ahon.odf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports p itis u i p-i AE f'ER 21.udf Created by Independent Third Party:Yes 14569.5 Contour�Steel, ood Edge Omand Rated Glazed Sideliswing'4/x 8'or /o Impact&Non- Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 14569 RT C (-A( rJlOf 1061-Pi certificdte.pdf Quality Assurance Contract Expiration Date Approved for usaortsidejiWiZ:Yes • • •• 04/30/2020 Impact Resisf�+nt:Yes 0 ••0 a 0 0 0 is Installation Instructions Design Pressure:+4y45• • • • ••• • Fll45 `? r� II JW012012FL installa ign odf Other: •• ••is •• ••• ••• Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports fL14569 P/ AL PLR3322.odr _ • • ••• 066 ••i *00 •• ••• Created by Independent Third Party:Yes 14569.6 •• • Contours Steel,Wooc.tdgg�• Opaque Door,Outswing,w/or w/o Sidelite,8' 11"x 6' 8" Limits of Us Certification Agency Certificate Limits roved r se In HVHZ:Yes FL14569 rJ C CAC N1011082 R1 Certif cate.odf PP •Y• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQ WtDquxTV BjriRcY... 9/16/2016 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL145b9 R7 11 5-2104 Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports F 14 9R/ AE PER3398 Ddfi Created by Independent Third Party:Yes 14569.7 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/out Sldelites,8'-11"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C GAC N[(i11U'?f? Ill N[011L'J6.01 Approved for use outside HVHZ:Yes R i_Cer.tfica.�,.,urJf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 08/31/2019 Other: Installation Instructions (i13 ()1-1_<1t Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports I 11" ) P,- AL PER_;8 2. di Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road Tallahassee Fl,32399Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ;i; MM el'hecM, Credit Card Safe ,Irl i I'i I •• ••• • • • • • •• •• • • • • • • • • • • •• • • • • • • •• •• • • • •• •• ••• • • • •J• • • https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDquxTVBjriRcY... 9/16/2016 IWWRITV�D BLUR A Ah &MA� - ----------------- BCIS Home Log In jUserRegistratton Hot Topics i Submit Surcharge Stats&Facts PublicaMnS FW Staff BCIS Site Map Unks Search Product Approval USER:Public user Product Approval Menu>Product or Application Search>Application Ust>Appik, knDetall FL# FL14569-R7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Appro a revle and ratified by the POC and/or the Commission If necessary. Comments Archived LA Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.mm Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 .00 Equivalence of Product Stand-fras Certified By Product Approval Method Method 1 Option A Date Submitted 01Kf11f2015: 000 0 • 0 :0• 0: F Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products FL# odel,Number or Name Description �e 14569.1 j Contours Steel,Wood Edge Full Lite Door,Outswing,6'-0"x 6'-8" o Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI006255-117 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure:+60/-60 Installation Instructions Other:Product must be installed per manufacturer FL14569 R7 II 1WO509-03 Installation.odf Instructions as stated on drawing 3WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3392.odf Created by Independent Third Party:Yes 14569.2 Contours Steel,Wood Edge Full Ute Door,Inswing,6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255.02-R3 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure:+60/-65 Installation Instructions Other: FL14569 R7 II 3W0509-04 Installation.adf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3393.odf Created by Independent Third Party:Yes 14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing,6'-0"x 8'-0" Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI006254-115 Certificate.pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure:+50/-50 Installation Instructions Other: FL14569 R7 II 1WO509-01 SS 2015-07-02.odf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3391.pdf Created by Independent Third Party:Yes 14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011062 NI011062.01 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other: FL14569 R7 II JW032012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3321.pdf Created by Independent Third Party:Yes 14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- impact Rated Glazed Sidelites,8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use In HVHZvVes••• • • • • • OPLI4569 R7 C CAC NI011061-R1 Certificate.pdf Approved for use outsid$HVHZ:Vis•.; ; ; ; : ; Quality Assurance Contract Expiration Date Impact Resistant:Yes • •• • • • • **a *24/30/2020 Design Pressure:+45/-4.%,* •g o • •o• stallation Instructions Other: FL14569 R7 II JW072012FL Installation.pddf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes • ••• • ••• •• on • • • • • • • Wpati Reports • • • • • • •• PL14 7 A PER3 2. f • • • ; ; e•ted by Independent Third Party:Yes 14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,8'-11"x 6'-8" Limits of Use • 1:=14569• • • • • ••• • C,grtificatlon Agency Certificate Approved for use in HVHI:•Yes• • • • • • 14569 R7 C CAC NI011082-Ri Certificate.odf • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • y t Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure:N/A Installation Instructions Other: FL14569 R7 II S-2104 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3398.pdf Created by Independent Third Party:Yes 14569.7 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/out Sidelites,8'-11"x 8'-0" Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI011096-RS-NI011096.01- Approved for use outride HVHZ:Yes R1 Certiftcate.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 08/31/2019 Other: Installation Instructions FL14569 R7 II S-2108-01.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3832.Ddf Created by Independent Third Party:Yes Bads Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address tf they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts[ Credit Card Safe •• ••• • • s • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • •• • • •• • • • • • • • • • • • •• • • • • • • • • •• • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 ,tuxkr".w'�' �nW'��+'w.'r � � u�P'��,, �'.� tr v��t i• �1` '' , a, `.. r ... x�! MW BaS Horne Log In User Registration Hot Topics Submit surcharge Stats&Facts Publications j FBc staff Bas site Map Links Search ��r ip Product Approval USER:Public User C, Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail UY FL# FL15255-R2 Application Type Revision Code Version 2014 Application Status Applied For Comments Archived E COPY Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S Federal Way,WA 98003 (253)875-7300 andrewn@trinityglass.com Authorized Signature Andrew Na andrewn@trinityglass.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FLIS255 R2 COI Certificate Of Indeoendence.g_df Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ••• ••e i i• *A"E4843ra 1999 • •i • i i AM pt3g• 2003 • • • • •"G=55•• 2004 TAS 201,202,203 1994 • • Equivalence of Product Standard>i ••• ••• •••• ••• ••• Certified By •.: : • : : .FloriQa lsctasel P:ofessionai Engineer or Architect 0•• :• 000 •FL•152�51 Elii�! Equivalency Of Standards.Ddf Sections from the Code ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Product Approval Method Method 1 Option D Date Submitted 12/11/2015 Date Validated Summary of Products Go to Page 0 ® Page 1/20 FL# Model,Number or Name Description 15255.1 a.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing Conflguration(X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.1.Ddf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.1 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.1.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.2 rb.F.berglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact" Sidelite or Sidelites-Outswing Continuous Head and Sill Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.2 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.2.12df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact" Sidelite or Sidelites-Outswing Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.3 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.3.0f additional use limitations,installation instructions and Created by Independent Third Party:Yes pro tars. 15255.4 d.Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without "Impact"Sidelites-Outswing Configurations(XX;OXXO) im se Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.4 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.5 e.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing Configuration(X) Limits of Use Installation Instructions Approved for use In HVHZ:Yes 5 ? J I T 2 . d Approved for use outside HWW YU ; ; ••. ; ; y r ed By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes • • •• • • • • Created by Independent Third Party:Yes Design Pressure:N/A •• • • Evtuation Reports Other:See INST 15255.5 for Design ooessuro Ratings,a*y• I'L•15255 R2 AE EVAL 15255.5.Ddf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15255.6 f.$etgiasl Door ; ; •' ; 6'8:In4le Glazed"Impact"Fiberglass Door with"Impact" ••• • • • • • • • 91deNte•or Sidelites-Outswing Continuous Head and Sill •• ;• ••• ••• 0ConfladTations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.6.odf Approved for use outside HWM Yes • • • ••• • Verified By: Lyndon F.Schmidt,P.E.43409 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.6 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.6.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.7 g.Fiberglass Door 6'8 Single Glazed"Impact'Fiberglass Door with"Impact" Sidellte or Sidelites-Outswing Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.7 for Design Pressure Ratings,any FLIS255 R2 AE EVAL 15255.7.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.8 h.Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without "Impact"Sideiltes-Outswing Configurations(XX;OXXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.8 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.8.pdf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15255.9 1.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing /Inswing Configuration(X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.9 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.9.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.10 j.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non- Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.10 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.10.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.11 k.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non- Impact"Sideiite or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.11.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.11 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.11.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.12 1.Fiberglgys 1"66'8Apuble Opaque"Non-Impact"Fiberglass Door with or • • • • • • • without"Non-Impact"Sidelites-Outswing/Inswing • • •• • ' ' drI igurations(XX;OXXO) Limits of Use •• ••• •• • • Iwstallation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.12.2df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No • �Cfeated by Independent Third Party:Yes Design Pressure:N/A • • • • • • Evalr ation Reports Other:See INST 15255.12 ffir QesiPr%ssrlre=tagrl!s,Wy 'FLJs 51 R2 AE EVAL 15255.12.pdf additional use limitations,installation astru naand • Createdrby Independent Third Party:Yes product particulars. •• • • • • • 15255.13 m.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door-Outswing/ 000 • • • • ••• Inswog Configuration(X) • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.13 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.13.(Ldf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15255.14 n.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non- Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R2 II INST 15255.14.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.14 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.14.13df additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15255.15 o.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non- Impact"Sidelite or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.15 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.15.odf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15255.16 p.Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or without"Non-Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.16.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.16 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.16.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15255.17 q.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-Outswing /Inswing Configuration(X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-15255 R2 II INST 15255.17.1?df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure,N/A Evaluation Reports Other:See INST 15255.17 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.17.odf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15255.18 r.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non- Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 R2 II INST 15255.18.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.18 for Design Pressure Ratings,any FL15 RZ E EVAL 15255 8. df additional use limitations,instalWA&11%9�ucooro apd ; ; G 52 ted by Independent Third Party:Yes product particulars. • • •• • • • • • 15255.19 s.FlbeMss 158& 8VSingle Opaque"Non-Impact"Fiberglass Door with"Non- Impact"Sidelite or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) Limits of Use • • i • • : • Installation Instructions Approved for use In HVHA.YDS * 0 0 so • *QLA2Z R2 II INST 15255.19.0 Approved for use outside H�iZ:•os • • • • • MerMe&By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No •• • 0 0 *Creat1d by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.19 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.19.ndf additional use limitations,Installetw lostruchion`and••• • Created by Independent Third Party:Yes product particulars. • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 15255.20 t.Fiberglass Door 8'0 Double Opaque"Non-Impact"Fiberglass Door with or without"Non-Impact'Sidelites-Outswing/Inswing Configurations()X;OXXO) Limits of Use Installation Instructions Approved for use In HVH2:Yes FL15255 R2 II INST 15255.20.pdf Approved for use outside HVH2:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.20 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.20.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Go to Page ® ® Page 1/20 0 Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florkla.::Bftacy Statement::Accessibility Statement::Rerupd Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click bene. Product Approval Accepts: Credit Card Safe so 0 0 64 . . • . . . • • . . •• ••• •• • • • •• • ••• • ••• •• • ••• • • • • •• • ••• • • • •• • • • • • Y •• • • • • • • ••• • • • • ••a • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 • R R W Building Consultants, Inc. }4 �iT I Consult D ing and Engineering Services for the Building industry B H.O.Box 230 Vairico.FL 33595 Phone 813.639.9197 k tA Florida Board of ftkssional Engineers Ceniruxite orAuthoriwtion No.9813 a Product Sub Category Manufacturer Product Name Category Trinity Glass International Opaque Fiberglass Swinging "Impact"Double Door Exterior 4621 192nd St.East Doom Exterior Door Tacoma,Washington 98446 w/or w/out"Non-Impact"Sidelites Assemblies Phone 235-676.7300 Facsimile 235-875-7301 Inswin Outswin Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E. (System ID# 1998)for Trinity Glass international based on Rule Chapter No.61G20-3,Method 1D of the State of Florida Product Approval,Department of Business 8 Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding thO'High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shalt 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 FBC and does not need to be protected with an impact resistant covering. This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Secition 1609.1.2.2 of the FBC. The sidetite is req'd to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15129.16 require further engineering analysis by a licensed engineer or registered architect. S. See drawing FL-15129.16 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 05-1026-1 TAS 202-94 Testing Evaluation Lab.,inc. Wendell Haney,P.E. TEL 05-1026-1B ASTM E 18MI996-02 Testing Evaluation Lab.,inc. Wendell Haney,P.E. TEL 08-0370021-IC ASTM E 1886/1996-02 Testing Evaluation Lab.,lnc. Wendell Haney,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-15129.16 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed 8-Sealed by •. ••• a• Anchoring RW Building Consultants,Inc.(CA#9813 •tiyri .., .,�. �, , .Son F.� •sbahmidt,P.E. 40 4. Quality Assurance •! ;• : R'�i • s i •• Certificate of Participation issued by National Accreditation and t `` 3 . Management Institute,certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies • ^• • • ' with ISO/IEC 17020 and Guide 53. ' ' '`• ' =� • • • • •'f 9 :9� `• • LyndQRF.Cchtnidt,P.E. FL A No.43409 SIV 5/1/2015 Sheet I of 1 r'i�G . • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 •�`°``tt'k 74.0"MAX.OA FRAME WIDTH--I `Q'�. W RIN r G � _ass 0 o M i 0.� - OPAQUE FIBERGLASS a" "IMPACT'DOUBLE DOOR W W E„ _ m _ _ �Lp g C W a a qY� �a`aIa WITH or WITHOUT LL X a o 6 "NON-IMPACT'SIDELITES rn �a � INSWING / OUTSWING a A Li 5 z GENERAL NOTES Fes--105.0"MAX.OA FRAME WIDTH�I 1. This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building Code r �'N' (FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). i-•—74.0"MAX.FRAME WIDTH AMS MAX.WIDTH �' --di I �--��-FRRAME 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base , y material shall be beyond wall dressing or stucco. if I o z o 3. When used in areas requiring wind bome debris protection the opaque door complies with Section z ; a a a 1609.1.2 of the 2010 FBC and does not need to be protected with an impact resistant covering.This z rm product meets missile level"Wand includes Wind Zone 4 as defined in ASTM E 1996 and Section - " 16090.1.2.2 of the FBC.The sidelte is req'd to be protected with an impact resistant covering that O complies with Section 1609.1.2 of the FBC. _ _ L 4. For 2x stud froWW construction,anchoring of these units shall be the some as that shown for 2x buck o � �masonryCofflstruclion. • •. X a X 5.•Sffe congiions th@t deviate from thedetails of this drawing require further engineering analysis by a 0 •••••lcensed Qinee=or registgled arctiect. a c o � •i•••• •• • •TABAOF CONTENTS Li � g •••• RlPT1Q SH • z • • 1 Typical elev o assures&general notes =' m g ••�• Doer panel det•o7••• o a a • de ne t • n •••• 4 9evattons MAX, DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSI) o z • 5 • HorzontalcrJb%@c*Me CONFIGURATION FRAME ENDURA ASTRAGAL TRC ASTRAGAL, •••• 6 Vedical cross DAM 1118112 i DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE � T•• kcal cross se ru srwt.E: N.1'.S. 9 b • 8 Buek anchor- •• •••• 9 me anch XX 74.0"x 97.5" +47.0 -47.0 +60.0 -60.0 Mr.ft JK m I6 Astragal tai CCHK.sr: LFS 3 OXXO 105.0"x 97.5" +47.0 47.0 +47.0 -47.0— t t al eta ndurooaAwuvc ND.: rn 12 Components FL-15129.16 13 Bill of materials sxrEr 1 OF 13 ro — — D PVC COMPOSITE 1,y^ FIBERGLASS EXTERIOR TOP RAILVIIIA c .�\A. s � n• PVC 037 a SKIN I� 43 �I sz A,CAP =z �O LVL RAIL oCD 0 n ro z �(�0 POLYURETHANE PVC STILE CAP «\''°C4 o LVL HINGE INTERIOR FOAM CORE LVL LOCK 0.7 E VV z a�0 0 STILE STILE r 9 e w 1 HORIZONTAL CROSS SECTION w 'm°a`a _ 3581"MAX. 8 d PANEL WIDTH POLYURETHANE a FOAM CORE J J EXTERIOR INTERIOR J 1 I- v b O v � a a m SEE HARDWARE a CHART r • • DOOR SKIN N y z O1• • .q ••• • in N � o• •••• • • a^O LVL RAIL � • c^i o 9:00• • ••11 HARDWARECHART• n m a •••• ••• •i •••• lz MANUFACTURER MODEL o a PVC COMPOSITE ?; BOTTOM RAIL ' • • •••• KNOB:SIGNATURE SERIESKWIKS _� Z _a •••• • ••• � DEADBOM SIGNATURE SERIES(980) o GATE: 7 18 12 Z 1.6" - z z • •±•••: •• S=L- N.T.S. ., •••• •• �0 PREMIUM ORAQUC�OOR 1.76" DWG.BY: X m • L'9MPAC7" CHK BY: LFS 3 •••• 2 VERTICAL CROSS SECTION oRAWMG NO.: N FL-15129.16 DOOR SKIN:0.079"MIN.THK.FIBERGLASS 2 CORE MATERIAL:POLYURETHANE FOAM sHEEr 2 OF 13 N V C Gl TOP RAIL •• e SIDEUTE DMIOR SKIN LYLSTILE (LTJ j I ��• * � � n TIe7 13.87"MAX. LVL STILE SIGN ��IIii�11 '',`` Z dA d PANEL WIDTH — N o 6.87" INTERIOR POLYURETHANE J 0.75" E z$o MAX.D.L.O. FOAM CORE = 9 d o a 4 G 1 HORIZONTAL CROSS SECTION G1 g ;_ / 3 $ a " pr EXTERIOR INTERIOR J Z D ti W © 3 HOT MELT SEALANTLu 1/2 GLASS BYTE m a O — _ 1"OA.THK GLASS z J K W V O (n r t- x 29 � 1/8°TEMPERED GLASS o o � AIR SPACE a a N I/8"TEMPERED GLASS #8 X 1-1/2"PL4SMSALUMINUM BUTYL (SEE NOTE 1( OR STAINLESS STEEL SPACER SYSTEM POLYURETHANE o v' 13 GT GLAZING LIETAIL FOAM CORE z Up Lite Frame o o � W 'n O, 1.51" Fo tq o C4 a C4z�i m .. w i B •• NBER6LAiS SIDiLfTE • • • 'IIOtNIINPlICI'• • • • ••• o Z v ° NOTE • • • • • • • • • DATE: 1/18/12 i • • • • •• LIP LITE FIIAMF � z 1.Spacing Alte fra?nt crew a&follows: A8 ABS a PC/ASA ' scn� N.T.S. 9 z Top and Bottom:T from each comer(2 total BOTTOM RAIL owc.BY.. JK m' Sides:7 from each comer and equally spaced thereafter(8 total (LVLJ • ••• ••• ••• ••• •• (If-1.77--4 CHK.BY: LFS 3 • • • • • • 09* L—1551 **'' MG NO, ��VERTICAL CROSS SECTION oaF1 29.16 DOOR SKIN:ObTtIN.Ty}}K.HB*RC�P SS i • i • • FL- ro O CORE MATERIAL: *LYUW*ANE KINAMP •• • ••• 3 SHEM 3 of 13 N O v z' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • $0;t, M) .,''1j►►*itt `M\ z d m o UN••Z Z XZU 1 2 1 2 1 2 gZi g°�@W 6 6 6 6 7 7 a mm A.T Q cZd Q Q o E >d / z N z o a o m � N W Z va K & a 5 4 5A LU 3 a a 5 s a o V) z s V) o 3 4 5 3 4 5 3 4 5 6 6 5 6 A 6 A 6 7 7 7 $ � m a •• ••• • • • • • •• W Z • •• • • • • ••• • m o •• ••• •• • • • •• ^z O DATE: 1/18/12 oz zSCALE: N.T.S. ° a • ••• •t• ••• ••• • �' JK 0 • • • • • • • • °MK.BY. LFS09 o 3 • •• • • •• •• 066 FL-15129.16 a •• • • • • ° SHEET L OF 13 N U V ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •e •w �� `,"+* t, 'i �. 0.15EMB11 ."P.) �� , �� IYYY�J CSWK 1 (TYP) .• .Z� 41 41 63 INTERIOR NOTE: v V n ■ INTERIOR Em Z$•a i. Item#63 �g 9dLa e screws ttvu jamb Into sidelfte "a 'm a a located @ 6.27",50-1/C& " 72-1/8"from top of frame typ. ° `o Z both side jambs. E W (� ° a a v, 62 ° N z EXTERIOR 24 26 jq z 18 EXTERIOR SEE NA V o E � J � 2 HORIZONTAL CROSS SECTION $ Outswing shown-Inswing also approved r331 HORIZONTAL CROSS SEMON N Q 1-1/4°MIN. $ Shownw/1Xsub-buck 1-1/4'MIN. a z EMB.(TYP.) EMB.PP.) o C 0.15" 0.15" C �m .e �C'SINK C51NK (TYP.) 58 59 41 \1� s ro z 12 °I W o 40 Q INTERIOR \ o INTERIOR o 1 a I I 1 v i � I 1 1 'o m a •• •• • • � ° ° 1 w N— z d • a • • • • • • • • • 64 s ' •° • I ! • • •• 62 ° 1 z Z4 26 EXTERIOR EXTERIOR o Z •••� 18 63 U �D srk N.T.S. a SEENOTEI ••• • J m' ' O IONTAL CROSS SZCTIt3N• �41 HORIZONTAL CROSS SECTION 5 DRA a': LFS 3 owxwc rro: 1t 9 p 5r OutsM shown-Inswing also approved [��ORPIOMAL CROSS SECflON ro •i �• OutsNm shov�•Inswin dssa d9d � � / FL-15129.16 ' •• • • • � 5 n9 9 PP �/Outswing shown-Inswing also approved o d smmr 5 ov 13 u z' ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • .e •�` �►►u a.� .a .j, E ° ° a ° a ° m a ° Z Y 0 xZU 8=•V9�EW /^ 4 �V/ C Z 12 4 �a F 12 hzC: 40 o 4 EXTERIOR INTERIOR U EXTERIOR INTERIOR EXTERIOR INTERIOR V 2 VERTICAL CROSS SECTION J o 1 VERTICAL CROSS SECTION 6 Shown w/1 x sub-buck c� m U w 6 Outswing shown 40 z Inswing also approved 12 27 g o 16 a a 3 p Q] E a ° ° EXTERIOR INTERIOR m a EXTERIOR INTERIOR ° ° °G o V) v z w O m to 12 z d 4 VERTICAL CROSS SECTION 6 0 2r 6 Outswing Sm 5 0 b p p a C Z m a c E °••°p•• • • • ° ° G ••a • • • °• ••• °• ° ° z E Z °• • •,• • • • 'z v n 40 ' DnrE: 1118112 °z z SCALE: N.T.S. a z Dwc.By, JK m' "' • • • • • CHK.BY, LFS 3 • ' • 3•YERTI�41 CA K5 5 VERTICAL CROSS SECTION m DRAVPNG No.: •i i• 6••pe SII-high'i� • b Inswing s11 g SHEET - 5129.16 w •• • SHEET6 Of 13 V • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a ` � D a -4 NOTE: =z 1. Screws tft head and sillA W jamb located 3"from each '.0". z a end and O.C.ffYP.)ane. SEE NOTE 1 63 _ ��i�� '••.. ...• -62 m Q ° '''////ll*1PIF11 �s�``` a den o ®" U N Z z_oyy 62 — � '— z z0 f C 9 O SEE 63 C W m fll °E a NOTE 1 O 41 P z C ° EXTERIOR INTERIOR 41 4 EXTERIOR INTERIOR o 2 VERTICAL CROSS SECTION z EXTERIOR INTERIOR 7 Shown w/ixsub-buck 41 63 SEE NOTE I 5 o c� U 1 VERTICAL CROSS SECTION 4` W 7 27 Z d P of > .. o EXTERIOR INTERIOR m e ° , `e m EXTERIOR INTERIOR 41 a Z o ac SEE 63 Z .F 41 63 SEE 4 VERTICAL CROSS SECTION NOTE l 61 = o NOTE 1 7 Outsft sal Z C o za 5 _ 25 m 60 n _w �\ ° ° o w 8 1\EJF •• • • •°• e� 7� • • ° e o o o a °s e • •• • • • •° _ ° e o m '� • ° •�°• 1 • ••• 0 z F •• ••• •• • • • •• DATE 1/18/12 i z scALE: N.T.S. ° a DwD.er: JK m' a • •;$03 ••• ••• ••• • cw<.BY. LFS 3 _ • • i 3 1 VE�IICAI.�ROSS SVC* : 5 VERTICAL CROSS SECTION DMVPNG NO.: ;T ••i 7 Oytswmg sa4 hfgt•dam• • • 7 Inswing sal FL-15129.16 " • • • • •• •• • • o •• • • • • • SHEET ] OF 13 N V K ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 40 7- 4�y r 3" �—1 • � I' II'i � � v ll� v �s Z xz4 TYP.HEAD II E• z$o AND JAMBSI g 9 o 0 TYP.HEAD a I I m 0: 2X BUCK 2X BUCK I I AND JAMBS c z III III Til � �i III i�l IIS �'I III FOR III REF.ONLY III d ti o C; I j O MASONRYIII Z a �j MASONRY III I m OPENING ^p OPENING II o 0 II a � III II I NO III III R; III III � w i u fb G N N BUCK ANCHORING BUCK ANCHORING d 0 q n � o CONCRETE ANCHOR NOTES: ' 1.Concrete anchor Iocat ns at the comers may be adjusted to maintain the m1n. a LL edge distance to maricrlotnts. ° b 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortar joints,additional concrete anchors mIZ a' may be requve•I b eicarmtheRMAK.ONCENTBR•dJnens(�hre not exceeded. 3.Concrete anAwr table: • • • • • • • • o 8IL— ANCHOR NCH •MM. • 40IN4iC6lRAN4IE MIN.CLEARANCE blz ,* •TOMAIDNRY • TO ADJACENT Z r°s .o TYPE •••SI7�• E1VI� EAT •EDSE •• ANCHOR DAM 1118112 Z Ii BUILDEXscams: N.T.S. ° z TAPCONa ' Y 4' a ELCODWG.BY: JK m ULTRACdRP •1r� 01411W 0100 1600 • 4' cNK.Br: LFS 3 WOOD SORE*INS7 LATE N Nm: • • • • ORAWMG NO.: 1.Maintain a imu 5�B e g Vince,r'gnddlstanh& o.`spacing of FL-15129.16 N wood scrWW o pregent the sp t&ng of wood. • • N 0 SHEET__L OF 13 V ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE HINGE _ r 1J��. �y�`^ a DETAIL 1 T I I~r _ = n d> • n F 1XBUCK — — F 1XBUCK 00 — !!!►*11t o V) a L 2X BUCK I1 L 2X BUCK 1p a Z ■z r v 2X BUCK pp 2X BUCK II E $ o O TYP. TYP. 1 — HEAD pp — — pp — L 9 d `o a L HEAD &JAMBS pI DOOR& &JAMBS I I 63 m d a Op SIDEUTE 99 az DOOR $$ p� FRAME FRAME — 1� I � 09 d O �A — ASTRAGALSHOWN 1 — O FOR REF.ONLY pp ? Z ill � ASTRAGAL SHOWN MASONRY FOR REF.ONLY pl MASONRY pp SEE OPENING 1p OPENING II m W HINGE 01 TYP.@ SILL TYP.@ SILL I I DETAIL pl P P Ip eI 1D bl�5 ~ 0 0 a�q a m U a HINGE JAMB FRAMEANCHORING FRAME ANCHORING $ N H 1 X BUCK o z ASTRAGAL STRIKE JAMB w 0 2X BUCK 26 24 1 X BUCK H o CONCRETE ANCHOR NOTES: 2X BUCK J 1.Concrete anchor locations at the comers may be adjusted to maintain the min. $ o edge distance to modarjoints. $ ° 2.Concrete anchor baafiom noted as"MAX.ON CENTER°must be adjusted to a maintainthe min.edge drdance to mortar joints additional concrete anchors HINGE DETAIL 2 1 0 r; may be requf4 erquLe�he .ON gEME�'dt�ensigQ ire not exceeded. ) OUTSWING 24 \o $ 3.Concrete an ra • • • • • • • • H 1 X BUCK J a ANCHOR N3116' la N. RAE MIN.CLEARANCE 2X BUCK 56 H NSWNG 26 o 0 o TYPE M�EDAIENf O NR TOADJACENT L z a •PD%E •• ANCHOR 23 onn:: 1/1812 = z ITW BUILDER1.1/4° 3' 1.1 TAPCON' 1-1/4' Y 4" sr.F N.T.S. ELCO �: K mULTRACONr1 y� • • 400 • 4' o HINGE DETAIL 1 CHK BY, LFS 3 WOOD TION • • • • Deo"o.: ¢ STRIKE PLATE DETAIL N 1.Maintain a igl*num6fir erge•Itstance.wend gWcneb..1..dPspacing of 54 VIEW A-A VIEW B-B AS q FL-15129.16 0 Wood screws b pre*At the spRfln�of wdDA. •• • • • • • Asiraga�e @ head Astrag-al sin'cue @ SLI sir 9 of 13 N K ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • U O♦♦♦♦ ............ 49.0° 12E75" ��,� ♦.♦ �%h m = . : -z zoGiV, 3.0 24.37" L —24.37 ♦ ♦ $01,z6 • N•: 36.37° 4 $ 2 .zU 55.67 a.a. o °Z k � Ew DEAD BOLT THRU HOLE LATCH THRU HOLE jhn: J D J J JK 8'0 ALUMINUM ASTRAGAL ASSEMBLY By TRC n z IT 'rQ o: a m U O a �a �iin in ASTRAGAL CHANNEL a^ e o y Z L —24.02' W o FLUSHBOLT BAR UMINUM ASTRAGAL O ALUMINUM ASTRAGAL BALTC a VIEW B-B z a' Aluminum Astragal Assembly ^w m 8 i ••i i i i •LUSHS OLS 1'a o o • •• • • • • ••• • ee o m -°° •• ••• •• • • • •• Z ° v ASTRAGAL CHANNEL Dne 1/18/12 ° Zu a SOALE: N.T.S. ° Jx • • • • • • • • • • • • • • • • CHK.er: LFS 3 •• • • • • • • • • DRAWING NO.: � • •• • • •• •• • • FL-15129.16 N •• • • • • • SNEr 10 GF 13 N V or • • • • e•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LATCH(BLIND HOLE) 49.0 -z DEAD BOLT(THRU HOLE) 1287S Ml 2.75' - oz 2.50 v o xzd 3.75° 2.50" L3.63' 10.75' 10.5(r-- 18.75" 0.50"18.75" i SSO .6 lz 26.75" 26.50" j a �I kl m ~ J m O o� �5 m �z B•-0'ALUMINUM ASTRAGAL ASSEMBLY y `w By Endura Products j o ¢ ti Q OI 1- a a BOLT RETAINER SLIDE BOLT ROD ALUMINUM ASTRAGAL C3163„ N v7 o z 0 f3 N epi VIEW A•A �J w F� 19.63" Aluminum Astragal Assembly o BOLI RETAINER W Alummum(9-3X ong) a a Z •• ••• • • • • • •• • • •• • • MDE60S IOD0 2 o m • •• • • • • •• ••• •• • • • •• Hare: 1/18/12 i z 1.75" -`3 scAF N.T.S. ° z DKG.BY: JK m' • *00* ••• ••• ••• • AlUMMUM ASTRAGAL W • • • • • • • • CHK ay.. LFS 3 • • • • • • • • BY EndUrO PfOdUC15 DRAWXG NO.: tt •• • • • • • • e • N • •• • • •• •• • • FL-15129.16 •• • • • • • snEu 11 ov 13 ro - — C7 V EC • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ``off to �U h 4.56"--�{ tocl ��''•........• ```� N••Z O� _9 h 8 E m o chi a a:L O C W r � � aT 4 3 1 SIDE 3 HEAD JAMBS \ Y / v Z CLi �d z In p o e Z 5.62' 'z m o SIUKEY•RIGHT 7 O `.� SIUKEY.LEFF SCALE.NONE SCALE:NONE a a �m -4.56" 1 - 4.56"— S 1NSN7NG THRESHOIJ) I �' — 2.44—� o o O O O I O O O O 0 5° O i9 S1L[IpflOfl°I OETAO m a O � LW 8 ••4aiTi• • • • • •e 457 • • • • • • • • • oao • • •• • • � • • ��2.29"� �+-201" •-�� o 'm _o` • _ • • • • • • ► Z T � GATE: 1118112 ZO i z i } — SCALE: N.T.S. 9 —j• •f• ••• 0007 •f• • o p OWG.BY: JK m z l NG THREE MD i i i OUISWiNG THRESHOLD SB)EI11E SPACER S►DE SPACER � BY: LFS S a `= i9 am o^fi0 27 0uto9 61 � DRAWING No.: • •• • • •• •s • • FL-75129.76 •• • • • • ° U • SHEET 72 OF 13 ••• • ♦ • • •f• • • • • • • • • • • • • • •• •• 000 • •• •• `�', BILL OF MATERL4LS _ * —z -- • 1sa s oncwreory ANAT1wI =W z A 1X BUCK SIG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE �'�� * �� i o'm d D 1 X X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL \ N o Z MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI v v z E CONCRETE E m o 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F I XX 3-3/4"ITW PFH CONCRETE SCREW STEEL a ,a m'a a H 3116'X 3-1/4"TTW PFH CONCRETE SCREW STEEL co I 3116'X 1-1/4'ITW PFH CONCRETE SCREW STEEL gg 0 z J #9 X 21/4"PFH WS STEEL L #8 X 2-1/2"PFH WS STEEL P 1/4'X 2-3/4"ITW PFH CONCRETE SCREW STEEL 1 STRIKE JAMB-FINGER-JOINT PINE-SG>=0.42 WOOD m 3 HINGE JAMB-FINGER-JOINT PINE-SG>=0.42 WOOD z 4 HEAD-FINGER-JOINT PINE-SG>=0.42 WOOD n 5 WSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMINUM 6 DOOR BOTTOM SWEEP PVC o 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL z 9 #9 X 2-1/4'PFH SMS STEEL m 12 WEATHER STRIP QEBD650 Q-EON o 0 18 3.983"X 4.0"HINGE MIN 0.098'THICK STEEL 19 SILLKEY PC/ASA a a 22 DEADBOLT STRIKE PLATE STEEL �'m 23 LATCH STRIKE PLATE STEEL 24 #9 X 5/8"PFH WS STEEL 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 26 #9 X 1.0'PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. N cn 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS w o 41 SIDELTTE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS m ° 53 #8 X 1-3/4"PFH SMS STEEL 54 ASTRAGAL STRIKE @ HEAD STEEL o 56 ASTRAGAL STRIKE @ SILL STEEL a 58 ASTRAGAL(TRC) ALUMINUM 59 ASTRAGAL(ENDURA) ALUMINUM z 329 IDELffE SPACER-OUTSWING PVC N a 8 ID SPC - IN • PVC M o UARTBR ROUND• • • • • WOOD Z 5 8 X - 4 F S • STEEL8)PrfFH W"0D SCR STEEL DATE 1/18/12 Z z SCALE: N.T.S. ° z g DWG.9Y: JK m p • • • • • • • • cNK ac LFS 3 _ • • • • • • • • DRAWING NO.: � •• • • • • • • • • N • •• • • •• �• ••• FL-15129.16 0 •• • • • SHEET 13 of 13 N or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ;� ?A--r l® 'Do On, (2) ( 3) `ted) ( 5 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006255-R7 DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural f COMPANY: JELD-WEN ' CODE: 104-3 REVISION DATE: 05/05/2015 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAM approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls,OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing:IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090"Solutia Interlayer/1/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") �1 Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1/SJW2011-070/W-1556/W-1565 Expiration Date: September 30,2019 Administrator's Signature: 0 • NATIONAL ACCREDITA`T'ION V D' : ; • MANAGEMENT INSTITUTE, INC. 4794 George Washington Metnerial HigfiiW;' ••• •• Hayes,VA 2307;• ;• ' : . ;• ; t Tel: (804) 684-5124 :• 006 Fax: (804)684-51;;• • W$ JEL ® Steel 0 CONTOURS STEEL DOOR,WOOD EDGE 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOO"UNIT UTILIZING COMPONENTS FROM ODO INC.AND 74" MAX FRAME WIDTH o OVERALL OZ m o_o 0 o c•> ENDURA PRODUCTS INC. , 37 1/2" MAX. A- m m W FRAME WIDTH 36 1/2- MAX. • ••••• • a O co m Y {�35 3/4" MAX. W%EASTRWAGAL •••••� •*go* C •�•" GENERAL NOTES I PANEL WIDTH •*gee • :•••* L L 49 1.THIS PRODUCT IS DESIGNED Tor WITH THE CURRENT FLORIDA BUILDING •�j��.•is CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED IN ACCORDANCE WITH S • E THE FOLLOWING: • ••• • •K�••: TAS 201-94 �� // % • • • • EE TAS 2a2-84 TAS 203-94 • • • •• ••• 2.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 20MAX 2" 20MAX!• • e •� • ••• / 0 LOADS TO THE STRUCTURE. w 20MAX 1 2" o = ra D.L.O. D.LO.•• •• d • O •o•••• 3.PRODUCTANCHORSSHALLBEASLISTEDANDSPACEDASSHOWNONDETAILS. ui 16 D.L.O. w w • • �' `"WZ •• ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING INACTIVE ACTIVE • zd• p�O • OR STUCCO. 15 \ a' OPP. j O 3 •�••�•• 3 O o ••• 4.DESIGNED PRESSURE RATING SEE TABLE 1,PAGE 1. .THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY A C N (, E 0 • C `0•�j e •W HURRICANE ZONE(HVHZ) 3 / 4 •4r• O a t/! 6.PRODUCT DOES NOT REQUIRE SHUTTERS v w\t B ,.� o o O1n 0 4 m % n W3�m a� RESIDENTIAL INSULATED STEEL DOOR (Common to all frame wrldldolls) ro V1�p W WZ DOOR LEAF CONSTRUCTTON: 1�n 7c Face sheets: 24 GA(0.021"min;thickness.Ga/vanlzed steel A-525 j Z o LZ commercial quality AKDO per ASTM 620 With average minimum yield W strength Fy(ave)=30627 psl A A A A A c Core Design: Expanded polystyrene with 1.0 to 1.25 lbs density,by Jad-Wen Inc. 2 4 2 4 2 4 a a Panel Construction: The active and inactive panels are constructed from 24 GA REF ASTRAGAL BOLT ITEM # 12 w o o m (0.021'min)galvanized steel The face sheets at top and bottom are bent 90°over the top arm bottom rails.The top rail measures 1.0'high x 1.688'wide.The steel SINGLE OU TSWING UNIT/X) DOUBLE OUTSwING UNIT /XX) v O(3o O bottom rail measures 1.21'high x 1.668'wide.The sides of the face sheets are rift SCALE. 1/2' =1'-0" SCALE 1/2 =1-O" -;to in formed into the latch and hinge stiles which measure 1.00"high x 1.688'wide.The o imedor cavity is filled with expanded polystyrene.The face sheets are glued tothe ALL DOOR MODELS ARE VIEWED v expanded polystyrene.The panels are cutout for the two-piece ODL Aluminum FROM THE EXTERIOR SIDE W 0 O ALLEN frame.Units are glazed with tempered and laminated impact 1"IG.On w w w S double door applications the inactive door is fitted with an extruded aluminum =z o z z in astragal of 6063-T5 alloy,manufactured by Endura TABLE I DESIGN PRESSURE RATING �w0 02 S WW Frame Construction: The frames are constructed of finger%ointed pine jambs APPROVED FOR USE WHERE NOTES: o m m o measuring 4-9116"x 1-114'The head jambs are mortised and butt Joined to PROTECTION FOR WATER the side Jambs,and attached with three(3)16GA 7/16"crown x 2'long INFlLTRATKIN IS REQUIRED 1 - ALL VIEWS FROM EXTERIOR. staples on each side.The threshhold is attached to the side jambs with +so o PSF 2 - FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN ^a MASONRY/CONCRETE. SEE SHEEP 4 FOR DETAILS. three(3) 16GA 7116"crownx2"longstap/es on each side. NEGATIVE -60,0P o 3 - FOR VERTICAL ANCHOR IN 1X BU 110R7Yp�1 IN '-`�`r Glazing: ODL insulated lite is 1"overall thickness,consisting of one(1) MASONRY/CONCRETE. SEES 4 FF AILS. w o c>M1<10 pane of 0.125^tempered glass;0.5"air space;two(2)panes of 0.125^ TABLE OF CONTENTS . z annealed with.090"PVB interlayer by Solutia.All lites are sandwichedSHEEP# DESCRIPTION N AO y DATE 6118113 glazed into the panels. ?_ scare AS NOTED 1 TYPICAL ELEVATIONS 7�{/ 2 VERTICAL CROSS SECTION&BILL OF MATERIAL _* ` * = Dwo•By: EAG 3 HORIZONTAL CROSS SECTIONS b ' T T r cHx.sy:S. SAFFEL 4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS i�� DRAW NG NO.: 5 ANCHORING LOCATIONS �� JWO509-03 Digitally signed by Hermes F.Norem,P.E 6 COMPONENT DETAILS Reason:)am approving this document 7 UNITOOMPONENTS Date 2015.02.0911:14)4-05=1 PePec /•r zetas SHM 1 OF 7 1" MIN. 1" MIN.--I Item DESCRIPTION Material m t SIDE JAMB 1 1/4x 4 9/16"FINGERJOINTED PINE PINE 1" 1" 19 w Q 1" 1". MIN. 2 HEAD JAMB 1 1 4 x 4 9 16"FINGERJOINTED PINE o MIN. MIN. r r MIN. 3 4 x 4 BUTT HINGE 12GA .089 MINto Z L,UI 4 9 x 1" PULLIPS FLATHEAD WO D SCREW STEEL p 1 %1935 dT7- 10 PHIWPS HD SCREW WITH 1 1 2 MIN. EMBED. STEEL 0 20 10 X 2-PHILLIPS FLATHEAD WOOD SCREW p m o r�i N 1 1/2" 1 4" MAX. X 3 PHIWPS FLATEHEAD WOOD SCREW w MIN. EMB. SHIM THK. 20 1"PHIWPS FLAT HEAD WOOD Q c mco w 2 COMPRESSION WEATHERSTRIP Q- N -650 AANNb• '• p �OUTSWING THRESHOLD ENDURA UMINUM °•-le y�•2 ASTRAGAL THROW BOLT STEEL ROD5 16"x 18 0 WSEE ASTRAGAL BOLT STRIKE PLATE L tS411 •AMS 0R1 �`�� SH M THK. DETAIL SHT. 7 26 SEE 14 tO6 GD 7 1N HEAD 6 CROWN x 2 LONG-- STEML h (a 4L DETAIL A 15 KWIKSET LOCK SERIES 400 0009 STEEL A••Ei•• SHT. 7 26 16 KWIKSET DEADBOLT SERIES 78 • • m • 28 17 ENDURA ULTIMATE HURRICANE ASTRAGAZ ALUMINUM •• • 1 5 9 28 18 ASTRAGAL BOLT STRIKE PLATE SILL • • 19 2x WOOD BUCK • • ••••• 30 21 1 34 9 2 NON COMPRESSION SHIM • •• TSWILOVICODE 21DOW995 SILICONE SEALANT 3021 22 1 IMPACT IG ASSEMBLY BY ODL LASS � •• 21 23 1 8 TEMPERED GLASS • GLASS w O • 21 ` 24 31a-LAMINATED ANNEALED GLASS o •tz 21 25 LOCK BLOCK SOLID WOOD x 12 LG • WOOD O _p w SEE = 21 26 IDP RAIL LVL LVL 3 ••gg _ DETAIL G EXTERIOR 27 BOTTOM RAIL 25GA MIN GALVANIZED 0 o 28 E70+M0ID POLYS119 1.0 TO 12516s DBL%1Y BY JBD WEN Q n cn W o SHT. 6 = o DETAILui EG EXTERIOR P9 STEEL DOOR PANEL SKIN AlATERW 2401 GALYANL?ED STEEL $g h 23 w A-525 COAIMS?CW.QIWJII'0.021'MIN.THICK. V O— g o SHT. 6 30 LRE ALLEN FRN! 6063 ALU1mVIlY c�p w 23 31 HINGEE STO E L LK W?n U O 22 32 LA STILE L LVL N� m ¢J cD -i 33 8 x 2"PHILLIPS FLATHEAD WOOD SCREW STEEL �--o t j 24 22 34 3 16 I1W BUILDIX TAPCON WRFi co 1.25 MIN.EMBEDMENT STEEL p �m o N I 10 n P4 35 OPTIONAL 1x WOOD BUCK WOOD m o office O ? m N IN o m co m a a M 21 21 21 Naim m CC) 30 ; ;:r• 21 M 21 NOTES: oz 00 o i jr. 1 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR w to to 28 m 30 21 SPACING (ITEMS #5 & #34), SEE SHEET 5. z O 27 29 28 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN E m Z rr m w MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. w 80� o 27 woww OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW w w w 11 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1 5 EMBEDMENT IS ACHIEVED. 11 000 1 1 34 Qmno NdN 1 1/2- MIN. EMB. �� SES F• O �i�� w o v m ZI a o QO' DATE: 6118/1 rf� 7 1, SCALE:AS NOTED ' * m :' 'w DWG.By.. EAG ir \mw �•--1" MIN. 1" MIN. MIN. MIN. '. , T T cxx By-.S.. SAFFEL DPAWING NO.: �aaoD1 A V T N S 0 3 B VERT CA CROS SECTIO TYR Amt JW0509-03 2 WOOD FRAME INSTALLATION SCALE 6" =f'-0" 2 CONCRETE INSTALLATION SCALE 6" =>'-0" sN2 or 7 cave c EEr lama aesTe so go 1 1/2" 1 1/2" 4 3 5 MIN. 1/4"MAX. 1 1/4" MAX• LMIN. I —000 'rr SHIM SEE DETAIL A SHIM I— I SEE DETAIL A SHEET 7 15 22 SHEET 7 1" c 1" SEE MIN. m MIN. v DETAIL G iE 9 p-o 0,21 6 d.� OL cam 0] 9 30 21 21 M d 31 0 O en N •••• 23 ^a • p 0 ,cooU) • • O 1" •J:;::•.:• 8 MIN. • ••• •••• �•$�•°�� MIN. '�.�a 4'a.�S:>! ,t`t F-`.:'i.'..r:'" s a _ ':��Yi..�,'i•.' i1d�F�::(.:5:. F•A!,i.�F.i' F � • • • Nei Y,;• s.>gs':',i y a•.,ir,r' t tit's`}`rt !I •••••• R •••••• p� yL, 33 "•'Ir;�+ .,1.r. z:;:,i. r{>;r 4.1gr.:-..i�R':.�:$''arrb; a • • R1Mis•Y`. �:<y 6 '1::' `_ ",y^.`44• 'Y;''.f:- •••••• »co•�t ZC i, • m a OL 24 21 P9 •••• • • 1•••E••• 19 32 21 28 a •••••• •••••• • 3 20 20 • •*Ole 19 •••••• •• • • A B •••••• • • • • LOW FWD INSTALLATION (SCALE B" _>—0" e 3 IYOOD INSTALLATION (SCALA 6" _>—0"J • •• LJ ••••• • C7 • 5 4 34 1 1/4" 1 1/4" • • • • W C •T MIN. EMB. �.IIMItIINN.. EMB. • • •••••• 0 � {'�'1laift /4" MAX. 1 1/4* MAX. I I �_ • • • • O4 ••o '1 I SHIM 1" •• • •••• 3 N. SEE DETAIL A 15 28 29 SEE DETAIL A 1" MIN. •••• i tr Q O SHEET 7 MIN. SEE MIN. O d W DETAIL G x 9 O h m p 9 30 21 21 rod 31 W oz OR V 23 ^a yRj Qi :� F�F 1' 1" O Z 1" MIN. '` ;.t.`•: •:••�.,+.�•":'' •s:j`tJy�.:r>4 MIN.1" MIN. ::T ':{9;:.p i ., 'fyn5'.l<v.F.I,t 7:�., l.�'1%: p.: 6` N .. :r.�i,•,L:iv�s 's. a'�.°v'i'•:pri,r; x;<S:,• MIN. co ae ZOO tn 33 :;i,;-;.:r•°,.:; EXTERIOR '4:-.i:.,r4i:r i:e:'t,.. :.:.r.f;7':- o 32 �o •,25..... 21 24 21 28• IL 19 29 a 3 20 4 34 a 5 N m 20 1 B 3 CONCRATE INSTALLATION(SCALE.- 6" =1•-0") e 3 CONCRATE INSTALLATION(SCALA: 6" =1•-0") 6 N z NOTES Z 2 17 E>ASTAGAL FASTENER SPACING DETAIL F.SHEET 6. (TOTAL OF 14 SCREWS). C] INTER OR 1 8 ®LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. w to BOTH PLATES REQUIRE J8 X 3"PHILLIPS FLAT HEAD WOOD SCREWS. FZ- i r.. .:ssir;•,::ytY'.�.IwA:L.�L�y�s•_�a-�::#;its' ,:r}•;!E�1;t:i�;�:!:• � 2.BUCK i0 SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/18'TIED BUILDIX TAPCON. � ?.'1:r i%��.)r +:'.a'r . :'i•;':;;1'=�';T=;,�%,'�. OO 's„:�'?:j.�s�=;�'. FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING(ITEMS 15 to$34), SEE o m o l ;�efr M',• .'4�r,�✓�ry^N��;4�a ::ry.a.• �:y.��.,'.t`:}^.y: ®SHEET 5. o w INAcrrvE f;.-a.w,:r, °:: D^in 00"~ E>FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE.SEE SHEET 4 FOR N p �61Q6 2g 29 32 25 28 DETAILS. 111111111/1/ n OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF`�} D B./IJ�ANC w O <O AS MINIMUM EMBEDMENT IS ACHIEVED. V ♦ Z ET r po. DATE 6/18/13 ASTAWiZAL OWLA: 6" =1•—o") scN.e:AS NOTED 3 (SCA UK 7 •�.- DWG.BY: EAG T T 0 w CHI.BY:S. SAFFEL ` DRAWING NO.: ♦♦ � JW0509-03 1--p�j{Il29M SHEET 3 OF 7 OR as •0 1 34 1 1/4' MIN. EMB. 1'MIN. 1'MIN. T 1/4'MAX. o 0 1'MIN. 1MIN.— 1• �r SHIM MIN. JIN SEE DETAIL A 28 29 O o 0 SHOO22 •0•• oa .0—SEE••••All 4 'r 30 • DETAIL Gz d 2: SHT.i••0•• OM , '..p,,:..,ps. ,. yu'm°u' A N4••.•jo 20 MIN. „:{` pgf.:r•�•,' •• z'1/4' MAX.SHIM THK. SEE ! :�'�ys?t:(�'..<,: •• OR •••••DETAIL A SHT. 7 26 T25 • •• 00000• 21 0000• •28 Z 4 OPEBATING UN7T 9X BL7 E32 •• ••1 34 9 ;z. OPT/ON IN dfdSONRYAVAfW1 1/4'•21 (SCALE• B" =>'-o"J MIN. B. • • (g •,O 30 1/4' MAX • 0 0 T 0 1 SHIM ••M'••• p W • O �� 21 21 SEE DETAIL MIN. A 0 O C�00••Z 0 22 SHEET 7 • • 1' • •• 3 6 SEE SEE 9 MINtt 0 • = J DETAIL G EXTERIOR D SHT. 8 21 30 y 0 O a W U d S23HT. 8 pOj O� 23 �a WZOp J O22 z0 eo O Nm IHIERCt ..✓5:t(�.S".1:tf{'v�e:?S'•F s' o srs' ful MIN. V) 2¢ MIN. + $ cA' O V) 3U3\ 11—sj rd K E�0S ymXZ 21 21 t 1/¢• 1 .. 29,. 28r.4. O . ^U >tv:_.: MIN. 3 20 34 1 r ,r.,.•.q< EMB. 4 35 En m 21 34 19 20 CBQRff0JffAL CROSS SECTION TMP. ^•+<.': ? 1 2 31 32 2 4 OPERATING UNIT YX BOC% 8 Upp z 27 t�.;�,a;.. 29 OPTION IN MASONRY/CONCRETE 4.V1 tir=::=`:n. a BIGBT HINGE SHOWN, LEFT A7NCE OPPOSITE SBOWN z 1' MIN. o (SCALE.- 6" =f'-0^) O Q: 11 \ LU O 1 34 1• MIN. v • . = N I � � a 5 a' \ co to NOTES: O w UL>FOR _ n nr ITEMS 8c 34 SEE rut c0 a CR ANCHOR SPACING .. Q \\ SHEET S.S.ON MASONRY AND W000 SCREW ( 85 ). p \z of a SEE DETAL A r-N sh �{ 1• MIN 1• MIN. V \ ON SHEET 7 E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF H IMI LONG 1' MIN. AS MINIMUM EMBEDMENT IS ACHIEVED. \♦\ � L�p O 1' MIN. ? �� ♦ S F. �i z DATE 6118113 Av a MAX _ �� 7.J,�O SCALF-AS NOTED SHIM 2 4 OPERATING UNIT>X BUCX v 0 1 1/2 MIN. EMB. _ c , '" _Dom•BY-. EAG OPTION IN A(ASONRY/CONCRETE v o•v P'I: cwc ar.S. SAFFEL (SCALE. 6" =f '-O"J Pate <u� DnAawc No.: CONCRETE/ OPTIONAL MASONRY/CONCRETE INSTALL % ♦` JW0509-03 BY CROSS SECTION OF HEAD OR JAMBE a cRat ♦ r 4 OF 7 SEE DETAIL B 2 2 SHEET 6 coo SEE DETAIL B a m ^m SHEET 5 0 > r,d m SEE DETAIL A i SEE DETAIL B 0 m 0 m c� J —I 6•I-- --{6• SHEET 6 i0 6" 12 1/2° TYP. g"�{ SHEET 5 •0000 Q 000 10 U I I I • ••• • 00 04•— • ct Go co • • •' Y q •0000• :000:• 0 �m T- LLI LU • I •�t x vwiv=i 5 $0 5 ;D 0000•• • m ca _ ••G•• n M T1P 4 SEE DETAIL D— � � "� •••• • • m TYR M SHEET 6 M 0000•• 00000• Y • \ A �o 00000 0000•• •• • • • vl — A B — @ "\1 t C C m D rn •00000 i 0000 ••00• M to M W 000000 w • 00 co — — 3 Do oD 3 0 • • 0 w m~0 0 • • 3 •000•• p ••• •0• 0 Oon 00 C 00 •• • 0:acc r�i 5 TYP. M iC p m of Q 11 du Z O t6- — � m43 SEE coSHEET SAIL A 6. ��12 1I2" TYP. 6"--I SEE DETAIL A rn o W� U 37 1/2" SHEET 5 D0z 0 74" 0 to V5 11 A11 DOOR MODELS ARE VIEWED 11 FROM THE INTERIOR SIDE 18 a a w'JUQQ m (n U Lal w SEE DETAIL E SHEET 6 v o c�o 0 cr Er ANCHORING LOCATIONS ANCHORING LOCAT ON DOUBLE 0 U OUTSFING SINGLE UNIT(XJ OUTSWING UNIT XX� o, z SCALE: 1/2" =1'-0'• SCALE: 1/2" =1'—O" _z m W V) �www m 2 0co00 00 N ao r QO 1 Nd'N ``��►1111117///j� .- 1 F �i w o c)m¢0 A0DAM 6118113 W—AS NOTED DWG.BY: EAG T T cHK BY.S. SAFFEL ��'�•• �c,4/ • DAA'WNG NO, DETAIL A DETAIL BJW0509-03 SCALE' 3" =1'-0" SCALE.' 3" =1'—O" FSPEC tar AS as0re SHIEr 5 OF 7 L 4 9/16" —� ANCHOR ® EXTERIOR SIDE EXTERIOR 3/4"T— 1 1/4" 2 13 7 34 2 0 m -�.y `'m [0. vrnGrn c a o 3 6 5/8 1/2" 2 ° ° •••• m 00ma 4 1 0 0 3334 . • 330••••* °�p`%w INTERIOR 13 5 1/2" •"• m u u�i / 77 1aw-4r� • DRILL 3/8" ASTRAGAL 5 1 2" o • •• • j 000 4 RETAINER BOLT HOLE 3 • •L• • THRU FRAME/MASONRY 3334 • ••••• t4 ' x 1-3/8" DEEP ' ••"• •• •• ' ' • DETAIL B DETAIL C DETAIL D • •• •••••• DETAIL A -HINGE MOUNTING DETAIL THROIfBOLT STRIKE PLATE FOR HEAD STRIKE PLATES TO JAMBS STIGAL • •• SCALE.- 3" =1'-0" SCALE.- 3" =1'-O" SCALE.- 3/8" =1'-0" SCA E.• 3/s" =1'-0" o �_ • • • •• i•••i• Qm ••• '••' ' • O ItD •K� Um •••• 3: o M • • • 0 gececr t ° w� W3pm Z R 17 ° T IQo� o DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE co THRU THRESHOLD/MASONRY x 1-3/8" DEEP 1/2" x 1/4" CU-D SPACER M a1 o 0 0 ° O N a ° o0 30 21 a a o to to o r�, CD ° ° L 1/8" TEMPERED GLASS N o U Z Z Z 1/2"AIR SPACE N 3 y 2,DZz�ti��0.090" PVB °SOLD APER BY wagV tw�� n EXTERIOR =a-Z o w w G I 11 5/8" GLASS 21 N wQQ m 1" BITE 1/8"ANNEALED m m o � 00 0 Do DETAIL E DETAIL F - ENDURA ASTRAGAL DETAIL C - ODL m-t N ^o ASTRAGAL RETAINER STRIKE PLATE FOR SILL FASTENER SPACING USE #8xf" PPH Fs GLAZING DETAIL ISULATED CLASS `"Jil l i t ill", SCALE 3" =P-0" SCALE.• NTS SCALE.- 6" =1'-O" OS F. p '�i�i Fc:msy.S. m¢z : 8/13 q /7§` , NOTED v . TA ? = EAG to SAFFEL.: JW0509-03 e � SHEU 6 OF 7 PBPE IIIro.�sre 4" a 0 ua {► 4 9116" L v 9/16" v 0 i m o L � N Om or�iN I- 0••• aocoao 4 9 16 ••• do•••• _ // / I N th •• • • • 0J5ou) l--2 3/16" "1 --..� --1/16" (Min) \ \� 999.9• �••••• q � �x 900.00 • I'• R�LL rQQA-L�.H—B F RJOI "ED E BUTT H 4z '12 GA. CO RESSION W•ATHERSTRIP " UTSW G XRES 0 D ENDU •el••SCALEALE6" " •2 2" 1 13/16" •9•••• iO• .06. 9999• / �'{ 9 s0000s • • • ooh • �—3 1/8-�1 1 3/16"-{ -{ 1 1 1/16" • • w w • °p I I—T •�• �^ •9••• o ••• • h a 91•• ASTRAL 11/16- SMT • • o w O LATCH I I •• • O�_-� O BLOCK suppoffrN VHINGE aCL 1/16" -- �-1/8" 0: r, 5i16" W 3 m IL (LVL h o yWy�� Z STILE LVLJBOTOM L�3S _ KSTILE LVL STEEL. 2 A AlIN. CALM QDSCALE s" =1-O• 17 SCALE.• 6- -f•-o" SCALE• s f-0 E• s•• =1'-0" 27 SCALE• s" =f'-o" o �V)o 0 a �2 1/2"� Nzdm m 1 3/4" ozdzz In�►� o 0 20 m �zIiv)Ln —T QO QO omciOcw =wpww ww ASTRACAL BOLT MAT.- C/R STEEL BOB ASTRAGAL SILL ODL ALLEN FRAME m m o !'& YELLOW CHROMATE 18 R7K P•aTE 30 SCALE 6" =1'-0' SCALE 6" =f'-O' SCALE. s•• =1'-O" N to o ``�lllillllll/// N d',N-. F. O l�i'i w0am¢Z 3/16" C-SINK. I•— NOTE 7/ 7 Onre 6/18/13 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT 1 O _ �'s AS NOTED WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. :' .2-USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. _ = M•BY-. EAG 3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. �-X- CHK Br:S. SAFFEL WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DRAM=No.: IF DETAIL A - COUNTERSINK DETAIL JW0509-03 .SCALE: f/4" =1'-O•' FB fO•�AI 29M SHEET 7 OF 7 �K 1300/Z (0 NOTICE OF PRODUCT CERTIFICATION r; Company: JELD-WEN Doors Certification No.. NI011062-R1 ` 3737 Lakeport Drive Certification Date: 04/17/2012 Klamath Falls,OR 97601 Expiration Date: 04/30/2020 Revjsion Date: 10/27/2014 x` Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/&w/o Impact& Non-Impact k Rated Glazed Sidelites (w/wood frame unless specified) Specification: TAS 201-94/202-94/203-94 0 •0 0.000• 0.00•0 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within thise6wasment. lifle lificatiQp••�• label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has beems;p+oved for luting within • NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standarrds lnstituta,(A NSI);••••; 0000 • • .•• Inswing Glazed Design Missile Test Report IV": :•• •• 00,0000 Configuration or or Maximum Pressure Impact Drawing Nutf►b&% • •• 001,000 Outswing Opaque Size Pos/Neg Rated Comme tt•••• • a• X US Opaque 3'2"x 6'10" +65/65 psf Yes NCTI.,-210-3801-S/Fi,1804 000.0• e • Single Max Panel Size:310"x 48" s g Installation Details. lVfe-0C2FL ••s s••• • • Qualifies Configurations- 0000 X • • • X O/S Opaque 3'2"x 6.9" +65/65 psf Yes NCTI.-210-3801-2iF1.1802 Max Panel Size 3'0"x 6'8" Single Installation Details: JW-32012FL Qualifies Configurations:X OXO I/S Door-Opaque 9'5"x 6'10" +65/65 psf Door-Yes NCTI:210-3801-2/Fl.1802 Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3" g Glazing:IG- 1/8"Tempered Installation Details- JW-32012F1, Qualifies Configurations O/X/OX/XO/OXO OXO O/S Door-Opaque 9'5"x 6'9" +65/65 psf Door-Yes NCTI:210-3801-2/FL 1802 Max Panel Size:3'0"x 6'8"/Daylight Opening 1'9"x 5'3" Single w/Sidelites Sidelite-Glazed Sidelite-No Glazing:IG-1/8"Tempered Installation Details. JW-32012FL Qualities Configurations:O/X/OX/XO/OXO OXO I/S Door-Opaque 9'5"x 6'10" +65/65 psf Door-Yes NCTL-210-3801-2/Ft. 1802 Max Panel Size 3'0'"x 6'8"iDayheht Opening: 1'9"x.5'3" Single w/Sidelites Sidelite-Glazed Sidelite-Yes Glazing:IG-laminate-u8"Annealed Glass!090' Solutia PVB Interlayer!1/8" Annealed Glass/118"Tempered Glass Installation Details JW-32012F1, Qualities Configurations:O/X/OX/XO/OXO OXO O/S Door-Opaque 9'5" X 6'9" +65/65 psf Door-Yes NCTI:210-3801-2NI. 1802 Max Panel Size:3'0"x 6'8'7Daylight Opening 1'9"x5'3" Single w/Sidelites Sidelite-Glazed Sidelite-Yes Glaring IG-Laminate-1/8"Annealed Glass/090"Solutia PVB Interlaver/l/8" Annealed Glass/]/8"Tempered Glass Installation Details: JW-32012FI, Qualifies Configurations OiYiOX%XO/OXO National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highwa /Ha VA 23072 Tel: (804)684-5124/Fax:(804)684-5122 NAMl AUTHORIZED SIGNATURE: c W NOTICE F PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: NI011062.01-R1 3737 Lakeport Drive Certification Date: 04/17/2012 Klamath Falls,OR 97601 Expiration Date: 04/30/2020 Revision Date: 10/27/2014 Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/&w/o Impact& Non-Impact Rated Glazed Sidelites (w/wood frame unless specified) .... ' Specification: TAS 201-94/202-94/203-94 •..... •• ...... ...... The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this doe maWt. The crtification:•...: label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been appaw1d for ting yvithin• . NAMI's Certified Product Listing at,*�ww.Namicertificatioo.com. NAMI's Certification Program is accredited by The American National Sta%dn nd b InstitV (ANSI). ••:••• 000 0 000 Inswing Glazed Design Missile Test Report Nujltber.o .••• Configuration or or Maximum Pressure Impact Drawing NumMr :000:0 • • Outswin Opaque Size Pos/N Rated Commen • •••••• •90:0 XX I/S Opaque 6'2"x 6'10" +60/60 psf Yes NCTL-210-3801-2lFU#802. • • .. Max Panel Size'3'0"x 6W' • •i • • •i Double Installation Details: JW-32012FL •. • Qualifies Configurations.XX XX O/S Opaque 6'2"x 6'9" +60/60 psf Yes NCTL-210-3801-2/FL 1802 Max Panel Size.3'0"x 6W' Double Installation Details: JW-32012FL Qualifies Configurations:XX OXXO I/S Door-Opaque 12'5"x 6'10" +60/60 psf Door-Yes NCTL-110-11987a/FL 1802 Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3" Double w/Sidelites Sidelite-Glazed Sidelite-No Glazing IG-1/8"Tempered Installation Details JW-32012FL Qualifies Configurations:XX/XXO/Oxx/OXXO OXXO O/S Door-Opaque 12'5"x 6'9" +60/60 psf Door-Yes NCTL-110-11987-1/FL 1802 Max Panel Size:3'0"x 6'8"/Daylight Opening. 1'9"x 5'3" Double w/Sidelites Sidelite-Glazed Sidelite-No Glazing:IG-1/8"Tempered Installation Details: JW-32012FL Qualifies Configurations:XX/XXO/OXX/OXXO OXXO l/S Door-Opaque 12'5"x 6'10" +60/60 psf Door-Yes NCTL-110-t 1987-1IFL 1802 Max Panel Size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3" Double w/Sidelites Sidelite-Glazed Sidelite-Yes Glazing:IG-Laminate-1/8"Annealed Glass/.090"Solutia PVB Interlayer/1/8" Annealed Glass/l/8"Tempered Glass Installation Details: JW-32012FL Qualifies Configurations:XX/XYOiOXX/OXXO OXXO O/S ue Door-O a 12'5"x 6'9" +60/60 psf Door-Yes NCTL-110-11987-1/Fl_ 1802 Door-Opaque q Max Panel Size:3'0"x 6'8"/Daylight Opening 1'9"x5'3" Double w/Sidelites Sidelite-Glazed Sidelite-Yes Glazing:IG-Laminate-1/8"Annealed Glass/.090"Solutia PVB Interlayer/1/8" Annealed Glass/l/8"Tempered glass Installation Details: JW-32012FL Qualities Configurations:XX/XXt)tt)XX/OXXO National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Ilaye 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: aw aw •� 3ELD-WEN DOOR TABLE 1 INSTALLATION DETAILS HVHZ APPROVED SYSTEMS:0,X,00,XO w OX.Oxo,000,OXX w XXO,OXXO,000 W/BOXED SIDEUTES SIZE QUALIFIES:OPAQUE ACTIVE PANELS AND IMPACT/NON-IMPACT GLASS SIDELITES CONTOURS STEEL DOOR,WOOD EDGE 5 24 GA.OPAQUE DOOR&GLAZED SIDELITES MAX.PANEL WIDTH= 8 TALL SYSTEMS: Ixx>Ixxol(oxxo) (x)(oxo) UP TO 12'-0"X 6'-8" •.0 OIITSWING RqsmVE + +65 OUTSWING/INSWING GENERAL NOTES NEGATE .65 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL INSWING POSITIVE +60 +65 CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND NEGATIVE sees TAS 203.94. PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE"(HVHZ)REQUIREMENTS. • • • 2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL COMPONENT LIST ••• • •• ****go MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. ITEM DESCRIPTION • RIAL Qlrlf.• • •• 3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM(025°MAX.THK.) •WOOD A REQ. • •••••• FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 2x WOOD SUB BUCK(B.G.MUST BE 0.55 OR GREATER) 80D AS REC6 3 1x WOOD SUB BUCK(B.G.MUST BE 0.55 OR GREATER •••WOOD A REQ. • 4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS ( ) •••••� FOR IMPACT RATED DOORS.FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 4 #10 WOOD INSTALLATION SCREW W11 1/2'MIN.EMBEDEW ?EEL • • DOCUMENT#JI1106(PRE-HUNG EXTERIOR ENTRY DOORS)FOUND ON THE JELD-WEN WEBSITE: 5 3116'[TW TAPCON ANCHOR W/1 1/4'MIN.EMBEDMENT TEEL Alt REQ. ••••• JELD-WEN.COMIPRODUCT-SUPPORTIDOCUMENTS/INSTALLATION-INSTRUCTIONS 6 #10 X 2'PHILLIPS FLATHEAD WOOD SCREW 9WEEL 8 FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON-IMPACT 7 #8 X 2'PHILLIPS FLATHEAD WOOD SCREW •• @MEL At R*Q. ••••• GLASS SIDELITES. 8 #9 X 1"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR goes,, 149'MAX FRAME 9 1'OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY VDL MINUM 1 • • 6.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1, 371/2'MAX. SHEET 1. FRAME TYP. 74'MAX.FRAME-110 KWIKSET LOCK SERIES 400 liTEEL 1 • D.L.O. 11 KWIKSET DEADBOLT SERIES 780 • STEEL ••i •••••• 7.ALL FASTENERS IN WOOD SHALL SHT* 12 1"OVERALL PLASTIC FRAME NON-IMPACT GLAZING IGqBY O *PVC Is 1 • BE COUNTERSUE 3116'DEEP. —�_r_ 13 #8 X 1 1/2'PHILLIPS FLATHEAD WOOD SCREWSTEEL A ••egos EXAMPLE p oveaHrmo r •• • • • 4 LENGTH • I I a0 Vs *NOTE:PRODUCT HAS NOT BEEN RATED FOR 8.CORE DESIGN:EXP ED POLYSTYRENE WITH m w O l WATER INFILTRATION. IF AUTHORITY HAVING 0 1.0 TO 1.25 LBS DENSITY,BY JELD-WEN MC. c7 JURISDICTION REQUIRES THAT PRODUCT MEETS • p Z Z ' I� THIS REQUIREMENT,PRODUCT SHALL BE USED 9.FACE SHEETS:24 GA(0.021°MIN)THICKNESS. �+d rs WHEN INSTALLED AT LOCATION PROTECTED BY V V) OVERHANG SUCH THAT OVERHANG(OH)RATIO- o O GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD S z 0 W OH LENGTH+OH HEIGHT IS 1.0 p n STRENGTH FY(AVE)-40300 PSI. O_ y _ ovERHANG t ^� S1 g 9 TFIXED ACTIVE - INACTIVE FIXED RATIO W L� d IMPACT LITE NONIMPACT LITE �— 12-0 X 6.8 ELEVATION I O (�Du SEE SHT.#2 SEE SHT.#2 DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) 0 J z 371/Z MAX.O.A. W Lu S FRAME 75"MAX.FRAME--I f--75°MAX.FRAME--I Fes--112 1/Z MAX.FRAME—'I fes--74'MAX.FRAME--I Q rn z I— I I I I I I I_ I O O a LU z 0-fn o a � w �m .-WW 11 TYp. 0 ZO Z Z ..� 10 TYP. _ (A(A W X (�n3d z d 6-0 X 6-8 ELEVATION Q 4 z DOUBLE(XX) p a L_ ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE INACTIVE 0 O FU(ED FU(ED FIXED FIXEDFIXED Q OPAQUE FULL LITE `�1 77� O C7? o 6-0 X 6-8 ELEVATION 6-0 X 6 8 ELEVATION 9 0 X 6 8 ELEVATION �� 3-0 X 6-8 ELEVATION �� s F' O 7� N SINGLE(X)&(0) DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) �� ,.•• i� ��: )1O mTe 1/20/2012 :; N 7Ej! s(A�NONE SHEEP INDIX =* , G.LUBBEOCE SHEET# DESCRIPTION - I GENERAL NOTES B.O.M.ELEVATIONS&ANCHOR LOCATIONS Q Eh{� 2 OUMM NSWINGBOXMULLINGDETAnS Digitally signed by Hermes F.Norero,P.E. as p'S'sAFFELL 3 OUTSWING vERTICAI AND HORIZONTAL SECTIONS IN WOOD 4 OUISW WG VERT.AND HORM SECRONS IN MASONRY CDNCREfE 398 •BEACH S INSWING VERTICAL AND HORIZONTAL SECTTONSINWOOD Reason:I am approving this document 7W032012FL 6 INSWING VERT.AND HORIZ SECTIONS W MASONRY CONCRETE Date:2015.01.0715:24:33-05'00' FBPE CEA''F!W Uf�%NH 578 T 1 7 7 0 I D INSWING ANCHORINGDETAILS APPLY DAP ALEX PLUS SILICONE 6-#8 X 2° OR EQUIV.BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. 201/4°MAX.D.L.O. 21'MAX.D.L.O. ,s 13 —J,: 11 B2 B2 • •••• �••• • •• FUCED ACTIVE • •••••• • •••• d C2 C2Tj •• • • • \ • ci a � O • ••••• Ci -4 ••: •• • • • d °a •• •• • • ••••• 44 v •• ••• •••••• • • • • • • • • • •••• •••••• \� ••• • • • • N C • o m ±*. ODL IMPACT(ALLEN)FULL LITE ODL LIP-LITE NON-IMPACT c -9 � a 3-0 X 6-8 SHOWN 3-0 X 6-8 SHOWN ; a M 5/8'MIN. 1 7/8' INTERIOR ODL REDISEAL GLASS BITE 1/B°TEMPERED FOAM GASKET INTERIOR 9 12 SIDE GLASS CW7 J Z N 1/8'TEMPEREDGLASS SIDE W WO Q 7 T 0- 0 Oo— o r MAX 13/4° 13/4° 1 MAX. O W Z Z 1 0 CD 0.509'AIR SPACE 314°AIRSPACE 0 o.6� c� (2)1/8°ANNEALED 1/2°MIN.GLASS O O GLASS FOAMODL GASKET 1 3/8EDISEAL ' BITE w o co CU-D SPACER Lu X 0•�PVB DETAIL S2 DETAIL C2 INTERLAYER BY So UTIA ODL IMPACT GLAZING DETAIL ODL NON-IMPACT GLAZING DETAIL 0 0 o Z n MAX.D.L.O:20 1/2"X 62 1/2" MAX.D.L.O:2 " 63" o¢a O £ BOX SIDELITE MULL A2 `J� ES F p � N= MAX.4 UNITS �Q :FAQ'. SAF 1/20/2012 EXAMPLE:OXXO,OXO,OX 7 .} so-NONE Dwc sy.-G.WBBECKE DETAIL A2 �f r : ou s:S.SAFFELL (12)FASTENER LOCATIONS AT 398 �1 � 4 uRawu w DOUBLE-BACK JAMB ATTACHMENT D g6�2A�t1,�`�q JW032012FL FBPE CERT _AN0.29578— 2 - 7 1°MIN. 1'MIN. 4 1 2 1'MIN. 1'MIN. 4 1 2 2 11/2o MIN. °`� 1 1/2'MIN. ^u 1 4 4 EMB. EMB. INTERIOR EXTERIOR 1 � 1 } % viii iir 11T MIN. z • 1/4° —T 114° 1 EMBED. •• •••��• MAX. 1118° MAX. ••••�• �..• . •� SHIM SHIM SEE NOTE#7 INTERIOR EXTERIOR SEE NOTE#7 INTERIOR EXTERIOR 1°MIN •••••• •••••• ON SHEET 1 ON SHEET 1 1'MIN ••••• • • • • OUTSWING OPERATING UNIT . •• •..•• • • VERTICAL CROSS SECTION • •...• OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT SILL •••••� .� � VERTICAL CROSS SECTION VERTICAL CROSS SECTION • • • • • HEAD JAMB HEAD JAMB •• •• • ••• ••.•• • IW Mnx • • ••..i• •••.i• 1 12'MI • � • • oasm. •• •....i sHua SEE NOTE#7 NOTES: • •••. • ON SHEET 1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR . • • 1' ��/ �1X BUCK CONCRETHMASONRY OPENINGS,SEE SHEET 4 M •• • O V / 6 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION O m m j INTERIOR / O OF HEAD OR JAMS AS LONG AS MINIMUM EMBEDMENT IS : p ffi b / X ACHIEVED. 1•MIN 8 ITEM#8,(#10 X 2°)ONE SCREW TO BE INSTALLED IN EACH G 4X / HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP, a n y L AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR M y HINGE DETAIL ®MAXIMUM SUPPORT. STATIONARY UNff EXTERIOR 3 READuj HORIZONTAL CROSS SECTION u f.9 C OUTSWING SHOWN /' 0 LU U o m z 7 2 1 1 2 6 3 �wZ EXTERIOR O O�� o O atf _ \ / O0O dz Fc oZ 2�1'MIN. \ 4 1 2 1'MIN. . INTERIOR OR O O z ' `11 ttt 0 (L 8 � 1'MIN. �p� �S F. O 1'MIN. ��\ SEE NOTE#7 ..__..////�� / `(vQ�' Dare 1/20/2012 4 1 ON SHEET 1 114'MAX } } sum NONE I 114'MAX. 7 ma III"' SHIM SHIM =* * �G.LUBBECKE 11/2°MIN. 1 112°MIN. EMBED. EMBED. '049 � cm BY:S.SAFFELL OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 3998 �BE{LCFj �`#398 wuwwc ro HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION D�YY/�B�1,�` O4 1W032012FL FBPEC .4wANO.29578— 3 - 7 CONCRETE/ t°MIN.F1°MIN. 1°MIN. 1°MIN. 1°MIN. V MIN. MASONRY '^M'N' 1, 1°MIN. BY OTHERS TYP. MINa V FMIN. MIN. 1"MIN. 1°MIN 5 INTERIOR EXTERIOR EMB. EMBED 1 1/4'MIN. IJ 5 EMBED 5 3 >' e• 2 2 4 CONCRETE/ 3 CONCR 4° ONR •••• ., 1 9 '° 'a I OTHERS //� ��// /// • ••• ••0 • •••••• BY OTHERS �/ EMBED - 1 a 1/4° • • 0 I I • • / 1'MIN 1°MIN--I MAX.S0.0 0.0 •••• • 0 1/4' // p�R10R MAX. // OUTSWING OPERATING UNI •00606 •••••• MAX SHIM EXTERIOR VERTICAL CROSS SECTION SEE NOTE#7 ••• • 0• 0••••0 SHIM SILL OUTSWING OPERATING UOUr 0•••0 • 0 WTERIOR SEE NOTE#7 INTERIOR ON SHEET 1 VERTICAL CROSS SECTK)PL 0 0 0• • SEE NOTE#7 ON SHEET 1 SEE NOTE#7 OPTIONAL 1"BUCK •••• 00000 ON SHEET 1 ON SHEET I—"-, INTERIOR EXTERIOR • •• :0. • -4.00 CONCRETE/ •• •• • MASONRY 3 1 0000•• •• 0000•• OUTSVYING OPERATING UNIT OUTSYi/IN6 STATK)NARY UNIT �.' \. BY OTHERS VERTICAL CROSS SECTION VERTICAL CROSS SECTION �. ��\\� \\ • • • 0 0 HEAD JAMB HEAD JAMB 1 1/4'MIN. • • EMBED fl j// /// 5 0 0 �••••• •0.0:0 • •�a: ''<• : •y �� 0 00•0 :0000• V MIN. 8 3X 11'MINA �, p 'MIN 1'MIN � �. pA m m N pppp N 'a• . \\� i � O c0 g OUTSeRNG STATIONARY UNI m HINGE DETAI \ VERTICAL CROSS SECTION \� R m 3 REQ'D ' BOXED SIDELTTE SILL 1'MIN. \ SEE ITEM#7 p .9 ry 1°MIN. I ON SHEET 1 IR tl4° E o '� I MAX S t+f LL / ITT^^^ SHIM 2 2 8 1 1 � MIN.EMBED ly�O 1 2 7 OUTSMNG OPERATING UNIT 0 W z HORIZONTAL CROSS SECTION Lu p N O C EXTERIOR 1 1l4'MIN. ❑y z EMBED OPTIONAL 1"BUCK O CO 0 Lu Z O 0 t°MIN. 5 2 1 O tan O Z 1°MIN. 8 /. A 1°MIN. 11 MIN. a D =8 1 MTERIOR % 1 J 0:O Z � O W z U) ?X 1°MIN. ��\ �NOTE#7•� //// 1°MIN. a. d N z 1"MIN v \_ SEE NOTE#7 j Q N �" 1't�L ON SHEET 1 5 o �\ ON SHEET 1 O Oa 0 z 1 1/4'MAX �• _� 1"MIN. a ��\ ` 7 O a o � 114'MAX. 5 SHIM c \ ,``�� g F. ��i U v 5 1 1/4°MIN. 1'MIN. ° \� E O fi N 11/4°MIN. SHIM -'1 EMBED. ��(��,.•• �( �� EMBED. m�1/20/2012 OUTSWING HINGE JAMS AT FRAME OUTSWING LATCH JAMB AT FRAME ° I 1/4'MAX. •�. 'r •• i 0 sa�.E NONE HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ffl^^^ SHIM N 78 NOTES: ° q =* . * mc.sr:G.LUBBECKE OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY 1 1(Y MIN. crx.aY:S.SAFFELL EMBEDMENT IS ACHIEVED. BY OTHERS EMBED auwuw xa: ITEM#B,(#10 X 2°)ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 3G. 1 032012FL CROSS SECTION OF HEAD JAMB OR SIDE JAMB T SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FB � PE CE 14 AMP 295781 29578 T 4 7 SEE NOTE#7 ON SHEET 1 1"MIN. 1'MIN. 4 1 2 1'MIN. 1'MIN. 4 1 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 4 1 1�2'MIN. 2 1 1/2"MIN. 2 1 4 4 EMB. EMB. o 1/2'MIN. • • • 1 1/2'MIN. 2 EMBED. • •• ••• •• 1/4° -r 1/4' EMBED.MAX. • • SHIM 1/8° SHIM IN f' 'I1".MIN•X. •• •••• • ••••i• 1'M SEE NOTE#7 EXTERIOR INTERIOR SEE NOTE#7 INTERIOR 1'MIN 2 •••• 0000 • ON SHEET 1 ON SHEET 1 • • • •••••• INSWING OPERATING UNIT INSWING STATIONW RIR ••••• • • VERTICAL CROSS SECTION VERTICAL CROSS SECTION • INSWING OPERATING UNIT INSWING STATIONARY UNR ••••• SILL BOXED SIDeL}il S!!L• •• • • • VERTICAL CROSS SECTION VERTICAL CROSS SECTION •• ••• • • ••••• HEAD JAMB HEAD JAMB • •• gooses o�••••• • • • • • ••••i• ••••i• 112'MI �1/SHIM_ • • • • :so*.:EMBED. SEE NOTE#7 NOTES: •• • •••• ••••• 1"M� j�// ON SHEET 1 0R • • X BUCK CONCR TEIMASONRY OPENINGS,SEE SHEET 6M •!ti • • ti rn OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION A m m EXTERIOR / O OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS X ACHIEVED. • g j d .. T MIrL / B ITEM#6,(#10 X 2")ONE SCREW TO BE INSTALLED IN EACH 4X / HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. Au M / AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR jr ME LL HINGE DETAIL ®MAXIMUM SUPPORT. INTERIOR 3 REO'p STATIONARY UNIT W W O 4 HORIZONTAL CROSS SECTION (p z o INSWING SHOWN / w WO F tY=i 0U)z Ln 7 2 1 1 2 s 6 �WZ INTERIOR O 00 cn � o x0 000 03 2�1'MIN. �\ _/ 4 1 2 1'MIN. 7 a N C EXTERIOR z O OI_ z �iIL 1"MIN. �\ f / 1°MIN. ``J �S F Q ��' �N \� SEE NOTE#7 / ��(v��'' Fp�� we 1/20/2012 4 1 ON SHEET 1 I Q I 1/4"MAX. 1l4°MAX. I "N 7r _ NONE SHIM------III ow,w.G.LUBBEKE 1 1/2"MIN. SHIM 1 112°MIN. EMBED. EMBED. S.SAFFELL INSWING LATCH JAMB AT FRAME INSWING HINGE JAMB AT FRAME 398 wAcA, om nanwuw na HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DA�III! aw K 3W032012FL FBPECE if4WAUFlt NO.29578—fr 5 oF 7 wilp Niip CONCRETEI 1°MIN. 1°MIN. 1"MIN. 1'MIN. 1'MIN. 1'MIN. MASONRY 1'^MMIINN BY OTHERS TYP1 V 1°MIN. 1'MIN. . MIN. P MIN. V 1114* 1°MIN. 1 1"MIN. EXTERIOR INTERIOR EMB. MIN. a 5 5 3 ,. e' EMBED > :. ',-f 5 ° 5 tva77 °Mw. EMBED ra .. $ 2 2 - CONCRETE! ••• CONC�RE7 '• 1 4" • ,a° < •...y MASONRY '� / // // • •••• • MASONRYL MIN. BY OTHERS %/ // / • • 1 + �,..° 114° // • • ••••:• BY OTHERS EMBED INTE •••• • - r /j jj %//jj/ jj. II 1 MAX �$•••• • • 114' F'�1'MIN 1'MIN—^I SHIM •••••• •••••• MAX. 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BY OTHERS EMBED r• F mvnwW 2�TTEM#8,(#10 X 2')ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE.CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 398'59 BEACAGJW032012FL CROSS SECTION OF HEAD JAMB OR SIDE JAMB DA� YL` 4 3�AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CERf!4 AYAIII'I�.N0.29578— 6 OF 7 37 1t2"MAX CL NOTE: 74°MAX.O.A.FRAME O.A. RAME a O 2 3 4 5 SHIM H ANCHOR IS REQUIRED FOR SUPPORT AT OR EAR 3°TYP. 1 3°TYP.� 1 �3°T °I d �I I po II I I I I !, I I 1 v v 0„- C7 C7 a 149°MAX.O.A.FRAME 3 z I v 3"TYP. 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