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WS-16-2946 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-270026 Permit Number: WS-10-16-2946 Scheduled Inspection Date: December 20,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: GANDUR,ALAIN Work Classification: Door Replacement Job Address:9039 NE 4 Avenue Road Miami Shores,FL Phone Number Parcel Number 1132060460200 Project: <NONE> Contractor: EXAKT US LLC Phone: (305)469-2858 Building Department Comments REMOVE OLD DOOR WITH NEW METAL DOOR. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 19,2016 For Inspections please call: (305)762-4949 Page 9 of 37 � ti s t Miami Shores Village s t1 10050 N.E.2nd Avenue NE �0 •"• Miami Shores,FL 33138-0000 s 2204Phone: (305)795 l y Expiration: 05/28/2017 Project Address Parcel Number Applicant 9039 NE 4 Avenue Road 1132060460200 Miami Shores, FL dock: Lot: ALAIN GANDUR Owner Information Address Phone Cell ALAIN GANDUR 9039 NE 4 Avenue Road MIAMI SHORES FL 33138- 9039 NE 4 Avenue Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 962.00 EXAKT US LLC (305)469-2858 _ ._v _.._ . _. _... ._ .._. .. ._....., _.._. _. .._ _ .,_....... Total Sq Feet: 0 Type of Work:REMOVE OLD DOOR WITH NEW METAL DOOR Available Inspections: No of Openings:1 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# WS-10-16-61827 $2.00 10/28/2016 Check#:109 $50.00 $79.60 DCA Fee $2.00 Education Surcharge $0.20 11/29/2016 Check#:122 $79.60 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $129.60 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 AFFID I rtify that all the f going info ation is,accurate and that all work will be done in compliance with all applicable laws regulating Construction an onin Futhermore,I autho i e the abov namedAontractorto do the work stated. November 29,2016 Aut ed Signature:Own e / Applicant / Contractor Date Building Department Copy November 29,2016 1 Miami Shores e Villa CEINT � g Building Department artment ° r I ' ll" 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: --- Tel:(305)795-2204 Fax:(305)756-8972 -T4 INSPECTION LINE PHONE NUMBER:(305)762-4949 +J FBC20t BUILDING Master Permit No. WS((0- 29 ESO PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL r-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,� /fC,ONTRAC,TyOR DRAWINGS JOB ADDRESS: ,v ' u �V e City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: IL06 —® 0 20 a Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: /n'��,�1 Flood Zone: BFE: FFE:7 OWNER: Name(Fee Simple Titleholdeerr): lk l /t) &.4A)Jd12, Phone#: �� �7 -335 Address: o Aj 1C; y t " City: k.1141\11( State: ` 1 L Zip: ��± / Tenant/Lessee Name: (//A�//J (,0,4 A-)o Phone#: -W�% -63 3 ,� Email: C/,1�/UZ�Uf�/ /!P/ .4UL-• CO&4 CONTRACT R:Compan ame: L ®� 2 9,S�t Address: --A` City: N tate: Zip:-33 Qualifier Name: . Phone#: w State Certification or Registration#: �r— 1,510 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: 00 City: State: Zip: Vale of_Wo'rficfor this Pmk:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New V-"epair/Replace ❑ Demolition ,DesciTptif W. F - - ~ irk %7� � � Speci color --oyf��color thru tile: v Submittal Fee$ �V V Permit Fee$ CCF$ CO/CC Scanning Fee$ Radon Fee$ DBPR$ Notary$ J•V� Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$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 a ch ent. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspention which occu seven (7) days offer the building permit is issued. a absence of such posted notice, the inspection will not approv d and reinspection fee will be charged. Signature Signature �iIJ OWNER or�GENT �\ `O The foregoing i strument was acknowledged before me this The foregoing instrumen was a k'n before me this 12� —day of � .20 &�7 by o da of 20 �� , by 9� &A I ho is personally known to is personally known to me or who has produced f5—J =1 -- as me or who has produced as identification and who did take an oath. identification and who did take an NOTARY PUBLIC: ���1lgllllllllq//� OTAR Sign. �; c':9 Sign:Irns ° Prin =Mal � � �q- Seal: a iii/p9iO•••S3i11�,,•a'�j��� y APPROVED BY Plans Examiner Zoning Structural Review Clerk (ReAsed02/24/2014) ` ,SNORES G, Miami Shores Village s� Building Department . „ 0 10050 N.E.2nd Avenue Miami Shores, Florida 33138 " ti ��� Tel: (305)795.2204 xORIDA 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). A owl , emen I 1-0 Qua i ier/O ature Date Print Name tF ew front door replacement L 14569.6 30 go Existing Counter Top i 26 ou ;i E e • • •• •• • • • • 9039 NE 4th Ave Rd ••• •• ' • .... .. . . . . Owner: Alain Gandur •• .• •• •• • ••••.. • OC- Ovy 1 WE l� -45-11 � ® T 2 14 J\1 "---hcres Village � 1 AP P R n"JED DY DATE IEILD nv T ;I 111J C:T 10(:C)MPI IAN(-,F WITH ALL F[DFRAL :,'-,!At[ `,!AlfANI)r; 7l JPS!Y lit JI FS AND RFGI.fl ATIONS 11/28/2016 WIND-7-'10 Detailed Wind Load Design (Method 2) per ASCE 7-10 Description: 9039 NE 4th Avenue Rd, Miami Shores, FL 33138 Analysis by: EASTERN ENGINEERING GROUP User Input Data Calculated Parameters Structure Type Building Importance Factor 1 1 Basic Wind Speed M 175 mph Hurricane Prone Region(V>100 mph) Struc Category(I, 11, 111, or IV) 11 Table 6-2 Values Exposure(B, C, or D) C Alpha= 9.500 Struc Nat Frequency(n1) 1 Hz zg= 900.000 Slope of Roof 0.0 :12 Slope of Roof(Theta) 0.0 Deg Type of Roof Monoslope Kd(Directonality Factor) 1 Eave Height(Eht) 12.00 ft Ridge Height(RHt) 12.00 ft Mean Roof Height(Ht) 12.00 ft Width Perp.To Wind Dir(B) 40.00 ft At= 0.105 Width Paral.To Wind Dir L 50.00 ft Bt= 1.000 Bm= 0.650 Calculated Parameters Cc= 0.200 Type of Structure I= 500.00 ft Height/Least Horizontal Dim 0.30 Epsilon = 0.200 Flexible Structure No Zmin= 15.00 ft Gust`Factor Category 1: Rigid:Structures-Simplified Method Gust1 For rigid structures(Nat Freq> 1 Hz) use 0.85 1 0.85 Gust FactorCategory Il: Rigid..Structures-Complete Analysis Zm Zmin 15.00 ft Izm Cc* (33/z)"0.167 0.2281 Lzm 1*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9256 Gust2 0.925* 1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm ) 0.8859 Gust Factor Summary G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fiq 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max+ Max- Open Buildings 0.00 0.00 Prepared By: Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0 "- ; ; , , 6.0.:8,00 -0.18 'Raissa Lopez, PE Enclosed Buildin s •. •; �. 8 - o. 59399 N` - 0 .. ..- ..�:.. o5 s 140 i ® � ® •-' ; ; ; ; •;' ; /d � IOP N\\ Page No. 1 of 2 Eastern Engineering Group / �51111I11 � 11/28/2016 WIND-7-10 i Detailed Wind Load Design (Method 2) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/Ht<=60 ft I•-a "2 2' 3 2a 4a o---------- LI 3� ' 2 2.' 1 Theta ' Ht 2' 3 -•I N-- a 1-4 W Note: The image shows a Gabled roof, but Fig 6-11 also applies to some monoslope cases a= 4 ==> 1 4.00 ft Double Click on any data entry line to receive a help Screen Component Width Span Area Zone GCp Wind Press(Ib/ft"2 (ft) (ft) (ft"2) Max Min Max TMin 10 or less AREA 10.00 4 0.90 -0.99 43.13 1 -46.72 10 or less AREA 10.00 5 0.90 -1.26 43.13 -57.50 Note:* Enter Zone 1 through 5, or 1 H through 3H for overhangs. Prepared By: Raissa Lopez, PE Lic. No. 59399 • .• •.• 399 .•. .. •.. •.rte �+ T IF �//11111111\\ ... . . . . ... . . Eastern Engineering Group ;•••; V : ••• Page No.2 of 2 ... . . . ... . . Florida Building Code Online Page 1 of 3 v � tact..��u p �s ��j: •nr�+tri: WIS rime Um In ! asu Rem riot Tw+k WwrA Suniearge &Rtas PubucaU= Fee Staff I WIS S+m Map I Unk Swrch F rtd 1,70, product Approval F USER:PuW t&er Pmdud Aoaml Menu> Wrrh> >Apemen DaW FL* FL14569-R7 Application Type Revision Code Version 2014 Application Status Approved "Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 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@field-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@]eid-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) StwWard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 •• ••• • • • • • •• Equivalence of Product Standards • • •• • •• • • • •• • • • • ••• • Certified By • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• ••• Or •• • • • • • • • • • •• • • • • •• •• Product Approval Method •• • Aiethmti Option94 • Date Submitted ••• • •i s f I V2Qt:5• . • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg•/.2f... 11/9/2016 Florida.Building Code Online Page 2 of 3 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summmy of products Fl.# j Model,Number or Name Description 14569.1 Contours Steel,Wood Edge Full Lite Door,Outswing,W-0"x 6'-8' Limits of use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI006255-R7 Certificate.pdf Approved for use outside HVHZ:Yes Quallty 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 JW0509-03 Installation.pdf Instructions as stated on drawing JW0509-03 Verified By:Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3392.pdf Created by Independent Third Party:Yes 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing,6'-0'x W-8' Limits of use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI006255.02-R3 Certificate.0 Approved for use outside HVKF-Yes Quality Assurance Contract Expiration Data Impact Resistant:Yes 06/30/2019 Design Pressure:+60/-65 installation Instructions other. FL14569 R7 II 3W0509-04 Installation.Pdf Verified By:Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3393.pdf Created by Independent Third Party:Yes 14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing,W-0'x 8'-0' Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI006254-R5 Cerdficate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Data Impact Resistant:Yes 09/30/2019 Design Pressure:+50/-50 Installation Instructions Other. FL14569 R7 II 3W0509-01 SS 2015-07-02.pdf 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" Umits of use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC NI011062 NI011062.01 Certificate.pdf 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.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3321.0 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 Celrtlfication Agency Certificate Approved for use In HVHZ:Yes 6• •• • FL14569 R7 C CAC NIO11061-R1 Certificate. df Approved for use outside HVHZ:Yes A&Ilgy#prance Contract Expiration Date Impact Resistant:Yes s• •i •o i i "/39/2020 Design Pressure:+45/-45 • • • • • Wadi Instructions other. •• ••+ •• • F101466%C7 II 3W072012FL Installation.0 Verified By: Hennes Norero 73778 Created by Independent Third Party:Yes • ••• •• •• O its • • • • FL14569 R7•AAEPER3322.pdf • • Cjeat40 by Ildependent Third Party:Yes 00 0 as • a14569-6Contours Steel,Wood Edge Opaqu:Door, swi Outswing,w/or w/o Sidelite,8'-11'x 6'-8' of Use Certification Agency Certificate Approved for use In HVHZ:Yes ••• • • • • "14x569 P.W C CAC NIO11082-R1 Certificate.pdf • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBjriRCY9%2f... 11/9/2016 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. FL14569 R7 II S-2104 Installation.Pdf Verifled 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-R1-NI011096.01- Approved for use outside HVHZ:Yes R1 Certificate.pdf Impact Resistant:Yes Quality Assurance Contrail Expiration Date Design Pressure:N/A 08/31/2019 Other. Installation Instructions FL14569 R7 II S-2108-01.pdf Verified By: Hennes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3832.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32349 Phone:850487-1824 The State of Florida is an AWEEO employer.Cow Wht 2007-2013 State of Florida.::Privacy ::Accessibility Refund Statement Under Florida law,email addresses are public records.If you do not crani your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.ff you have any questions,plesss contact 850.487.1395."Pursuant to Section 455.275(1),Florida StabRes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The malls provided may be used for official comnamicabon with the ticensee.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 dick hfiliL. Product Approval Aaoepts IE®F--5R— UR Credit Card Safe •. •.. • . . . . .. • •• . . • • •.. 0.0 so • • . • • • • IN • •• • • • •• • • • • • • • • • •• • • • • •• •• ••• • • • r ••• • • • • • • • • • • • • • V •• ••• • •• •• ••• • • ••• • • https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2f... 11/9/2016 NOTICE OF PRODUCT•PE•RTIJIlC,Ac'I'ION Company: JELD-WEN Exterior Doors Certification No.: NIO11082-R1 r., t 3737 Lakesport Drive Certification Date: 05/01/2012 *" Klamath Falls,OR 97691 •• Expiration Date: 08/31/2019 ;1 • •1 090 • •• Revision Date: t 05/05/2015 Product: "Energy Saver/Contour:0$aqud JVcrhd Edg4 Stmt Door w/or w/o Sidelite(wood frame) Specification:TAS 201/202/203-94 . ... . . . . .. . The"Notice of Product Certification'is only valid if the NAMI Certification Label has b*1poli4d>f ftbe:producCas described within this document. The certification label represents product conformity to the applicable specification and that all certiflUtiod cfiter'ia Iths beW3atf Pied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 3'2"x 6'10" +66/-70 10.0 psf Yes CrLA-696W Single Max Panel Size:3'0"x 6'8" g Installation Details:S-2104 1-8) OX/XO O/S Door-Opaque 475"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-6%W Max Panel ze Single w/Sidelites Sidelite-Glazed Sidelite-No Sidelite DLO:6"x5'3"(1trTemper ed Glass) Installation Details:5-2104(1-8 OXO O/S Door-Opaque 5'10"x 6'l 0" +66/-70 10.0 psf Door-Yes CTLA-696w Single w/Sidelites Sidelites- Sidelites-No MaxPanel Size:3'a"x 6's" g Sidelite DLO:6"x 51"(118"Tempered Glass) Glazed Installation Details:5-2104(1-8) XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696w Max Panel Size:3'0"x 6'8" Double Installation Details:5-2104 1-8) OXXO O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Doors-Yes CTIA-696W D uble w/Sidelites Sidelites- Sidelites-No Max Pane!Size:3'0"x 6'8" Q t I 1 Sidelite DLO:6"x¢`3"(118"'Tempered Glass) Glazed Installation Details:5-2104(1-9) National Accreditation&Management Institute,IncJ4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 y �. NANII AUTHORIZED SIGNATURE: S G � 1 I 1 ) I •• • • • • • ••• •• • ••• • • • •• • •• • • • •• ••• •• ••• • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• . . ... . . . ••• . . . . . . . . . . . . ... . . . . ... • . •. 41 0 745-MAX.OA FRAME MR ?015'MAX.OA FRAME MNDTH ® Steel 875-IMP. .128• .7Y 75' TV. swa15,5'MAX. ME _ F36.625'MAX.DA .75 73x�' s�EuAE K.GAPANEL WIDTH WIDTH 36*MAX.OA 875- 36'MAX OA 14'MAIL OA 6 B OUISFYbYG�A D00W(M97S TY PAM NIDTH IMP. PANEL WIDTH PANEL WIDTH Tt N&N7/HOF//AtDAFU�ACT9DHlFES g� GENMN07B gig fNACME ACTIVE 6'wx 1. THIS PROOM 15 M COMPLY IHIH Tiff CIARRENF FLORIDA BUILDM W. ' DA D.L.O. tai CON AND HAS BEEN TE90 0.1 ACCOROMICE WITH HIGH VEI.Oc71Y H MAX. MAX � .- WIDTH ZONE 7MTY REou�lis 2.WOOD MKS BY OTHERS,DUST BE ANCHORED PROPERLY TO TRANSFER PANEL OA 63.125• $t` LOADS TO THE SMUCRIAE l�xxiT PANEL MAX' ' g a 3.PROOLU ANCHORS 9ML ERE AS LISTED AND SPACED PER ANCHOR LOCATION OA �e ORAbA M ANCHOR EMBEDMENT TO BASE MAIM 9ML BE BEYOND WNL 81.25' • 81.25' • D.L.G. EF43M OR SW= MAX. MAX F w(T 4.SEE TABLE t ON THIS SHEET FOR DESIGN MStME MATRIGS. 0A, • OA 5. THIS PR I�THE WRIER REOMEMENTS FOR WV ZONES. SEE FTMW FRAYS THE DE!M PRES',SAC�tE CHART pBEELOW. HEIM HEOff 6. !b(PACirRESISYANT SH111TERS RElR1TRE MMAO-DARE I , 7. wMAO-DADS APPROVED OfPACT IMSMANT S1flTTfERS ARE REIXRRED 7 FOR St ELM go 1i 8.SIDflJiES ARE AN OPITON AND CAN BE USED IN A ME OR OOUEILE SME M92MUT�'BMACT Cor�TcuRattolLL umr(0x0)W/Nos-auPACT ��� 0.625' 0.75• 0.625' ar>c�rrcS Vf11Ym FROM.ExTFRraR �a �� RESIDENFW.MMTEDSTEEL DOOR toalkw�mwndBom) pati LE OUISIMTNO IA�ACT UIOT(XX) - 1 COwI'ONEI4ifTTDNg: 77.75'MNL OA V�1I?£D FROM E7(IERroR t0Y MAx.OA FRdIE WIDTH y 875' 125` •25'MULL. 155•MAX. OA Face sheets:24 go.(0.0201 nI tlwkwss.Gdvcmzed Sted A-525 FRaff WIDTH TYP. BAN IMP. SIDELHE FIMME 1410TH caanerciot quohly-AM per AS1M 620 with average mkwmon yald 36.625' OA J6'MAX OA 36•MAX.OA 14"MVI.OA strength Fy(c")-24.600 psi. .875-TVP. PANEL NID1H p PNkL WIDTH PANEL WIDTH Cana easiam Gpandea poystyrm*0 1.0 to 1.25 Rs./d easy,by f 1> M.D-WR/.AMC. Door Pard Conshwb n:The active and kw&e ponds me constructed from °p ~ 24GA.(0.020'min.)gatwrczd sfed.Tiro face sheet taps and bottoms are ® ® ® ® ® ® 6'AVIX a bent 90 over the tap and bottom rode the top LVL rd measures 1.67• MACTK ACTNE OA D.I.O. y� wide x 1.042'high.The sted bottom mg is rag farmed 0.021'gaMmized WIDTH steel measuring 1.67'wide x 1.21'hid. The sides of the face sheet are 8O' 80' rat formed onto the LVL!etch swe ad Pandemse Pine lenge"w)dch MAX. MAX. St measure 1.67'x 1.0*The interior coaly is Med wdh poysfyrene. The OA PANEL face slroets are glued to Do poyslyrene Fad CmsL*The sash is constructed from 24M(0.020'mtkt.)phonked HMO HEffl1T � steel. the edges of Che face sheaf are herd 90'over the pot)styrme cora ® • OA and glued to if.The sideMe parols are routed to mcenm the OUL Up lrle 81.25• 81.25' D.L.O. Formas or the optional Trkxly Light Formes.(Sae sheat 7 for glazing MAX • MDAA7L gi d The Fele frames we stead w/OSD glazing compou d on the F OSA • FRAME 12 Frmro Consbud an:The fromes am constructed from Pandemsa Pate jmdw HEVCT HEM memrx. 1.25"wide x 4.5625'deep. The door and sidawa head jambs am morBsed and butt joined to Um side jambs and attached with(3) 16GA .. • • • • 2'x 7/16'crown wire Staples Tim unb use a stadad bump face PeaftL N n N N fkasho d measu inq 4.041'deep x 1.0'high.Tiro(laeshad is attached to •• i• i i • • i • `z the from*IDA 3 16G4.2'x 7/16'crown wire • DMAeF OLnctygu'DIPACT k' DA9T(070(0)W/Nd4-RAPACI `$,..=•`�$=S A ••O • •• • • •• s It1TTUzi SICELM V�ETu FROM oTI17ttCR sa n o rAtTlEOFCONfEN15 0.625' 0.625' `��� F,IVO_"JW --- �,w 4 m< 1YPACT LW(xl 9-11-01 t GEhBRAI NOTES AND TYPICAL ELEVATIONS !� 'Q�i oen 2 CROSS SECTIONS DTYPI AND BILL�M4TERMLS TABLE 1: 1?1 FROM 0.••p• • 000 • ••• • � Z yL O Prepared�, scxE MTS. J (XMTAL CROSS amw AxfwO-etlRE--i i • •• e i * own.err: ✓wJ 4 HlXBZ SECBDNS AND NOTES F8i1RA4O91 R 6 flETDlD • rJ • • • ••_ o T t ¢Q a«.err:5. SAFFflI 5 L MID DEME SME O W MUT(R OR.M.OXM) �IP'-7&�. 0j,* •.• • r: •• � P 4i� ORO= 04 6 AN04ORI C LOC47M AND OETA145 WAD of-ow SDt1TIE5 :'�Ttr� 7 OXAZM DETAILS 00181E 0O0R 1TPf 1900 Or7G 7OAL slgnedbyl*-F.Nan ,LPB BIRLIxNG ORAS.IN. 5-2104 8 UTOT COtIPt>tffHfS N/1t0 TT0.M-0A mBRFS +57 p9-57 pot tamap r.*,ddsdocument Phone:954-749'8/78 e:za15A27e 1144:49.OM FIVE y sem Far 954-744-4736 IMM • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• . . ..• . • . ... .. .. . • . .. .. . . . . • . . . . . . . . ... . . . . ... 0.75'MV. CONCRETE/ 0.75'MIN. EDGE DISE MASONRY 51 EDGE DiST. WSDNRy 51 t BOO Stin FACE SWAT 24GA (O.MUXI 1.50' 8Y 0 1.50' BY 0 • 2 FRAME PINE WDOD MIN. MIN. • J FITAIAR ZZ O►YYE FO4GfA1WRiES PO$ WOOD 0.250 s , f 9 EM8 :i 19 • t WFEIP 10000A s 4-x lZu STEM SHiM 20 ••• •6 >r xPFH WBOD >R 7 DOOR LATCH SiTLE LVL 8 OU151TW BUMP FACE INRESFLOD ALUMINUM U m �+ 2 0�' �� ��/ •• 9 BRAG TRIM Na 16GA X 1 FOR IOALM CAP FOAM 2 4 N ti 32 • t2 °� SEE DETAIL 7 SEE DETAIL 7 B011016 WJL STEEL ON SHEET 5 1 ON SHEET 5 i! SM►MCT JOWIET?xF01$IEROSA WOOD 31 •• 1 10xfJ W � 1 SEE NO SHT.ON 2 SEE NOTE 3 15 LOCK BLOCK FINGER JOINTED PGMXR04 > � TO SHT. 4 i6 3 f6 AW TAPCON ANCHOR W 1 1 4 WN EMBED. STEEL. 17 EXPANDED POLYSTYRENE 1.0 to 7.25 lb-d OOVSITY BY QLD-WET/ FON 1.750'MIN 1.750'MOV. 18 NOT USED PANEL THK PANEL Tw. 36 19 2r WOOD SLAC BUCK WOOD 1 20 SiOM 0.15 MAX iFNK.MR DWTY PUSIX OR GREATER - STEEL SEE NOTE 2 ON 2 21 400 KNOB 22 KW 4 38 O(SET 11TAN 700 SER&S DEdD1T<A.i NOT SHOWN S1EE1. 2J V..2' 1 PlASCiNW OW LITE STEEL 45 24 PFH W w SC1 STEEL1 1 PFH WOW SCr STEEL 0.125'MOV. 26 1 PFH WOOD SCREWY OO�EWN.AST AL TO ODOR SiEEL �S Tw. z7 1 Pm WOOD SCREW sm 28 AIIALM CAP WOOD i+ lNifR10R _49 S9ICOW C&ILK CR taxes 53 c SILICONE 81.25" 80.0' 81.25 80.0' JO QAZW COMM 0517 BY OLX. SIJCOAff MAX. MAX. MAX. SEE GLAZING W. 31 BRAD 1R01 NAI. 16GA x 314" FOR 318 0WRTFR.ROUND. STEEL OA OA OA DEWLS, SHEET OA 32 3 O WEER ROM SMITE STOP WOOD KNW i1O1ME - PANEL FiUIME 7 PANEL 33 CORNIR F DOOR BOTTOM MDF o HE1OH7 - HEENT HEIGHT HEIGHT 5f20AGE SET i STEEL 35 1 WAAGE OEAOBOLT SHOWN NOT STEEL fE 36 SMa STEEL FACE SHEET 24GA 0.020 JAW SX EEL ST � 7 1/8-MWE10 GIASS BY PPG GLASS SEE NOTE 22 ON 2 3 38 OIX URE FRWE SO SPAUM POLY=PP5530 C1J POLYPRW. MOO PRESSURE TREATED MULLION BAR 3 4 x 49/16 16 x 61 1 4 P.T. NIDD 40 ALLAIOAN EXTRUDED ASTRAGAL BY UPE ALUM" 41 ASTIVM.STIM PLATE 8Y STEET. $o_ 42 KNOB HERITAGE SERIES STEEL g� 1 1 3 44 VALE OEAWMT HEWTAGE SUIES NOT SHOWN STEEL 17 NOTE 6 ON 1 44 SGIELRE FRAME 14FAD.SILL AND JUM(RNMR JOINTED PONDEIM PIAS WOOD ?R 10 IHI 4 29 3 .U. POLVW- 46 f INSLAATED R]IPERED GLASS 45 WE FWX BY TRINITY I T BY WI TY AMP) GLASS E E NOTE 8 ON i B 47 BY Tii88TY I' POLWW. WE NOTE 9 ON T6 3 SHT 4 E 48 1 'INSIAATED TEMPERED GLASS 8Y TiPIWTY AI�i1CGLASS SHT. 4 ��3 49 FRAtO SCriEW x 1 112 LOW PAVIFAO I STEEL MY TRNIM SEE DETAIL 7 50 CWIPOIAVO OLWi f 199 SAGO B t2 ON SHEET 5 ON 1 4 51 1 WOOD X+fSTA m5 wl SCREW W 1.90 MOI.EMliE UM 31 5 U1CN SifTA1E PTA7Eo DOOR LATCH WAD BO.i STWWE PLATE �A /T S1EA ^_ .. % E 171 •, �• i.25" ' s _ ���r�•. •Q �� n"Tz 9-11-01 bON O ' aria! IV LS. 1.25" 2.50'MBV� CONCRETE/ 1.75' 2.50'MOV MASONRY �* . omc.or. JWJ EMB, DIST. BY OTHERS MASONRY IN. EDGE DIST. BYO ? :• 7 T i Q �1!2 x.S. SAFTELL ' VERTICAL CROSS SECTION VERTICAL CROSS SECTION '� a• �� BUpD9iG DROPS.OIC WITHHIGH DAM THRESHOLD \f/AT SASH �� x Phow Fox s 9547399-8470 8 1 ► q I -4739 1 1 •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• ••• • ••• • ••• • •i •1 i i • i • • • • • •i i • • so ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• o • ►� ` �r +� BUILDING DROPS v A Perfect Solution In Every Drop Date: 02/02/2015 33 8 x� ' Report No: 3398 AZN Certificate of Authorization:29578 a 1 Installation: 1. Approved anchor types and substrates are as follows: \\\\ Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of 2 sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. ry= 14 B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is =g \���\ w employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. yA \ o X11 C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve -�✓ a minimum embedment of 1.25"into concrete or masonry. \\\\ Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. \\ Design Pressure: Design Pressure • )0(,0)0(0 X,OXO,XO,OX •;•••• •••' .'. Outswing Positive 57 PSF* Positive S6 Me '**** .... Negative 57 PSF Negative PS .... ...... .:.... .....• z *Units meet water infiltration requirements corresponding to noted#pllkp ...... N •.•••. pressures. _ .... .. 0 .Go *• .... ..... . .. ...... ...... . .. .. .. .. .. .. . ...... ...... . ...... .rl T gam ... •' - (V v R.8 d . • p o + V Hermes F. Norero,P.E. o Florida No.73778 Page 4 of 4 PRODUCT. F 120 15 UQQF O r0 MW ME 57H ED F9C SLV cwam 9M DOOR,a=ME JELD-WEN,INC. E o1 12 MONO ro MW THE 2010 F ru 6-8*DPAOM 0uMVW OmACr DM mss 3737 LAKV01?T BLVD. I`' ti In i07 11 07 AlOW0 TO M WN 01t10M NON-WACT MUM -' 1 2 PART OR ASSEMBLY: KLAMATHFAUA OR.9MI o 0e o2 CENf7RA1 R HORIZONTAL CROSS PH.541.882.3451 Im A 03 I4 02OWK r SECTIONS DATE BY . Q �o m .v a th a W (v -• O at Vol BUILDING DROPS �Ai a � INQ g w w A Perfect Solution in Every Drop _ Date: 02/02/2015 � �, �a w N +A (5Report No: 3398 � a _o A M$ w a N Certificate of Authorization:29578 H '� ^' "' ^' — A !04 Jim ' 0 1991 -a all IS \ \ Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the N N A y Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: X R, \\\\\ '•7 W y O O O U \ \ • TAS 201-94 ;,, w?? `" �•' �^ \ • TAS 202-94 • TAS 203-94 �, ai ' (v�V j �' u' O O _Z�Q \\\\ A Referenced Data: qw m All \\\ 1. Product Testing performed by Certified Testing Laboratory,Inc. A oN (FBC Organization#TST1577) Report#:CTLA696W, Report Date: 11/01/2001 a 2. Quality Assurance N •••••• National Accreditation and Management Institute •. • e (FBC Organization#:QUA1789) ., r.e Lj 3. Component Material Testing of Dyl'ite Expandable Polystyrene by � •. . • .• w Intertek Testing Services NA,Inc. - >_ • •••••• - ASTM E84-08 ••• •• •••• • 0000• Report#:3113726SAT-001 RI Report Date:03/13/2009 - .••.•. Equivalence of Test$t�dai ds: // w y .•'•;• •••• •••••• ...... . . . . €. ��� - W z • Q •� ....... •Vc"d4s test stand4rds have been evaluated for differences in test methodology,if any,between tested 3` $ N i •• • ....:. : ki "0 0: V3editions of tie lesestandards listed below and those editions referenced in the current Florida Building Code. AFQ" .: .• •JELi9•i�i/EN,Inc.has tested their products to the following test standard edition(s): N N •� 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned \\ \\ w test standards: -1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant �. technical changes have been made to the test standards that would affect the results.All referenced N standards have been found to be equivalent.All materials test results meet minimum requirements of the _ N ` current FBC including HVHZ provisions. Hermes F.Norero,P.E. V N Florida No.73778 Page 3 of 4 r imaom toEr THE SrH m.FX sru oavrM spm WK W=am JELL WEN,INC. TO MW n+E 2010 FBC� Ju B-B•CPAW WWW ONor Oona s 3737 LAKEPORT BLVD.'• N z or d o MONO m THE 2004 FOC VM x err W OON-WACr SOOM MW 1E OR ass�ea�Y; AMW KLAMATHFALLA,OR. 97601 � HORZONTAL CROSS SECTIONS PH.541.882.3451 arE By AND NOTES N BUILDING DROPS - Date: 02/02/2015 A Perfect Solution In Every Drop Report No: 3398 Certificate of Authorization:29578 _ A H H .. ' 0 Manufacturer: JELD-WEN,Inc. LA I Product Category: Exterior Doors as _ gg Product Sub-Category: Swinging Exterior Door Assemblies _ Compliance Method: State Product Approval Method (1)(a) N 1 1 I I 1 N N Product Name: Contours Steel Door,Wood Edge = U 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E. (FL#73778)for JELD-WEN,Inc. based on Method 1a of the State of Florida Product Approval,Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero,P.E.does not have nor will acquire financial interest in the company N __ manufacturing or distributing the product or in any other entity involved in the approval process of g e% the product named herein. WThis product has been evaluated for use in locations adhering to the current Florida Building Code. IT IF' N N $ ...... See Installation Instructions S-2104,signed and sealed by Hermes F.Noreh,Ill,(FL#'3778)for "•':' • specific use parameters.— • • • is •• ••• 1 I I l 0000 •• �• i""i 000.0• v •• �•• Limits of Use: ••0••• including the .":" s • —i I I I I N 1. This product has been evaluated and is in compliance with the comptftorida§0114itlg CodE!•••• 00000 •� • N !!High Velocity Hurricane Zone II(HVHZ). 00 00 00 0 00.000 � 0000•• o • •• •• •+" 2. Product anchors shall be as listed and spaced as shown on details:X&Yer embedment Into '• ,V � • • • • •0000• ' N �•��•� '" substrate material shall be beyond wall dressing or stucco. 0.00•• • ••• 0 3. When used in areas requiring wind borne debris protection this dbpr pr4duct co"gaes with;••••; 00.00; 0 '..' —t f I i I I Section 1609.1.2 of the current Florida Building Code and does not require an hFaSct: ,►.eunf, resistant covering on outswing doors. ` '�°� •.�F $$ 8 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring 44 wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 9 u S. Site conditions that deviate from the details of drawing S-2104 require further engineering '*'o� o J Z analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. 5yq5�qq ',,���` U Hermes F.Norero,P.E. is Florida No.73778 Page 2 of 4 p 9 PRODUCT: %DITE ro M7 n+a a�. covra s srm DDDR.wow mctJEtD-WEN,fNC. wa To AffET TK 2010� J A 6•-e•OPAM DuMW VAcr DDDR gars 3737LAKEPORTBLVD. z WO NM-WALT KLAMATH FALLS,Oft.87601 — PART OR ASSEMBLY:o AYCHOM LOCAMNS PH.541.882.3451 IN AND DETAILS 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 4 U Dania Beach,FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH 8 w - Certificate of Authorization:29578954.744.4738 FX contact@buildingdrops.com I I I I t R� Product Evaluation Report '- O OO iT � 000 a JELD-WEN, inc. Contours Steel Door, Wood Edge L_ 6'-8" Opaque Outswing Impact Door Unitsto\ nN = With & Without Non-Impact Sidelitespyy _ TT for w p] Florida Product Approval Report No. 339 Current Florida Building Code U •f 0000 �w 0000•• 0.0.00 Method: 1 -A (Certification) - ••• '•'•:• 0000 .. 0000 1 see 0000.0 Category: Exterior Doors o �. 0000.' 000000 Sub-Category: Swinging-Exterior Door Assemblies -- 0.00•• • ••404• • • f •• 0000 � � 0000• • • • • • •44.4 •M • 0000 • 0000 • J• 0000• • • Product: Contours Steel Door Wood Edge 0.0.0• 4,:••• 0000. . .. 0000.. _ • Material: Steel/Wood —— ®� • 0000.. . .. 0000 . . obese* .. .. .. 0000.. •0 ••••o: Product Dimensions: 107"X 81.25"(Maximum) �--- • 0 . . -.�a � 0000.. 0000•• • • • • • . 0 00 • 960066 00404: Prepared For: 8 V'p� ;g 0 0 •0•••• • . ••00 . •• • 0000 0 • 0 '00 JELD-WEN, inc. .�0 '*"' . ° I ( I I I I ..' 3737 Lakeport Blvd. �''" _ 4 z� a Klamath Falls, OR. 97601 ````�ttt,orr�7���' �•� V�.' �,= _ � � N �o Prepared by: - Hermes F. Norero, P.E. _ Florida Professional En ineer#73778 7 Date:02/02/2015 -0 T T Ck Contents: _ ��T�'• P• ��� _ Evaluation Report Pages 1—4 pis SS, tONAL Digitally signed by Hermes F.Norero,P.E. Reason:l am approving this document Hermes F. Norero,P.E. g Date:2015.02.1812:18:39-0500' Florida No.73778 to F 1 0 1s uOol a ro MEET IR1E 5TH ED.FOC s1dT PRDDUCC M Sim.00".W00o Mff JELD-WEN,INC. E o1 a MOORM TO MET 2010 FRC .NA 1r-S-„DW M p DM WM 3737 LAKEPORT BLVD. AMM TO kW ME 2004 FBC ML g1 PART OR ASSERApLr:WMW - KLAAlATHfALLS,DR 876D1 Ice 4 ANCHORING LOCA71ONS PH.541.8823451 DAIS REMSIONS En AND OFTAN5 • • ••• • • • ••• of •• • • • •• •• • • • • • • • • • • • • • • • • 1.670" }-1.670 1.670• 1.670' 4.5625` 2.186' 12110' //j%/ L000" 1.000' • • 1 • • • • •♦ /' / /// 0.750• 1 . • • �I//// 0.500' � DOOR BOTTOIA t2 R DOOR H1GE a 3 JOINTED PINdDEROSA OWM LATCH z 9 24GA (0.021' STEEL LVL FINGER JOINTED t. PINE wow •• • • • •• ••• • 44 PONDEROSA PINE Z N 10.513'••• i i ••• i -L" ••• --I�-0.125" I »a 1.645" I 0 -5�2-9'�- 0.3&1" I u�• 1.544" _ 1.544` 1.586• awl _r 1 �0.140•I .- 1.521 ^1.750•� nl�752'. 0.530" 2.521 }--2.518" gg QCORNER BLOCK FOR COMPRESSION WEATNERSRTIP 1/2'LG TR04ffY 111E FRAME 1' ly '. G O FRA 8 t^ STEEL BOTTOM RAO. 10 SCHLEGEL O-LON ODS 650 POLYPROP. 47 POLYPHOf'. POLYPROP. MLS x 3.0'LONG TRINITY PLASTIC LRE IAT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL Om PLASTIC In KR MATEIM APPROVED Mm NOA 107- 28.01 APPROVED UNDER IM 107-0828.01 APPROVE'0 UNDER NO j1O-1209.01 1.250' ti.361. ; U 0.482O.M. 100 --{ 0.624' o 0,375"3/8'QUARTER ROUND OSK rtE Srna m 1.750" 2.�0» 1.7PINE - 2.040• O OASTRAGAL HAS TND 0.3125 O Z.137"1.0121 IA.x 9'LUNG Bmm. - t 375" f-- L O O 1 ON 70P, 1 ON 80TTOM 1.o2s` Ej ASTRAGAL ODOOR LATCH ST18KE PLATE ODOR LATCH DEAD HAGER STEEL WIT HIAK o O l� t 41 (IMPERIAL.0.125'STEEL) 5Z ' O�' 28PK(81.25'LONG) 04•x 4"p�0.097'T1W. STEEL 11.875' 1.710' 1.000" c \\�\\\ 0.582' DA VARIES WrTH PLAItpWA1 USED % �- // 4.041' r L" ACE DRESHOLD 4.000' /// V" ALtllfu�nAN f LTY PEUKU �� (�S WOOD INSERT // / `���lV• .p 'i� OAR 9-11-01 N.T.S. 7 ax.w.S. SAFF'ELL �0 p,:�,'� nw•mx rea IS WOOD LOCK iN Ot l( '� �• .` suam G Own A1C. S-2104 OFINGER JOINTED PONDEROSA PINE 3>a P)ww 954-399-8478 rers� , ams I=954-744-4738 17 50 EXTERIOR 4.�m�Yf 0.125•MIN. TEMP. we INTERIOR GAS GLASS BRE 17 50 29 46 2 SEE NOTE Z 1 t. i ON SHE 4 EXTERIOR 0.500'ANN. Ly GLAZING MAIL I CLASS�• 0.125'TW. 0"•ATR DIX LAE FAME 90NLRE PANE GLASS SPACE a 1/e'TEMPERED GLASS SPARTECH POL.YCOM PP55M C13 ' 0 36 � .25'x 50- 0.125'TEMP'. INTERIOR INTERCEPT GLASS STEEL tTIASS ,!21 o o BITENo � m 1 29 29 48 50 45 49 SEE NOTE 8 ON SHT 4 a ie B� EXTERIOR 0.125'TEMP. GLAZING DETAIL 2 GtA5STRINITY LITE FRAME �. 1/2'INSULATED TEMPERED GLASS LUPOY EU-5007 GLASS INK. 750'AIR SPACE 4© o Q 2 � a' N0.125'TEMP. ' •• • • • • • ••• •• All L,T,AZIAIC 10AlS 1111101 INTERIOR O�.STEEL SFACER GLASS • • • • • • • • • SHALL.COMPLY WITH SAFETY GLASS •• +•i i i i•• i• •• GLAZING REOII NTS OUTLINED =o o g BITE • • • • • • • • • IN FBC SECTION 2406. -^ ffi= SEE NOTE 8 5 4 49 ON� 4 E t�W U �.`!V ✓� .P '� u>E 9-11-01 G AZNG DUAR 3 ••• • ••• • ••• O S P+sP �, sraE N r.s. • • • • • • • • TRBVJl1'�FRAME • • • • • • • � , � *� JtYJ t 1" MUTED TEMPERED GLASS • • •1 • � • • • � . T T � � p ua er 5 SAFFETL L.UPOY EU-5007 •• 000 • • 000 •• �.: © • • • 1 p r=ty�` aaamra : ero 4 �� a• `� Phare 954-�9-8476 5-2104 ars Far 95h744-4738 sem► 7 a 9 • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• • • • •!• C•IQtY413M17,lM71LI�11j1�11� %�� •• •• • i 5�. •0 M..t W M..t•an.1,t.),L,S,T•I i�• ,''r �,A\ : • i i i�.nrY;=hw•w la.Yd30,t pw•ry w•"Is M W �l I • e • • 1"ii`r �a7'�'c•i0��.to•fir W.u.N•+.a u•o•.rws • • t•• t u04°t •»u.tM•,•M ufw..•be NY•r•d We•1N 1'11 +• W idwWAOSUM,uatta,d"WU•.•w.ta.f w SWAM}t••=.••N M..r WA .11;.Iu.w r.0+7 fart u wtaw.•.WIM euw.►N•uu6 0.70R1 Ci. . , •i i i • • i ••• • •i it V w•-A04ede _ .f • • s • • • • • • C.r.IAM I 90 Jo R FORD 00. •• ii i • i i i • W.fi • U2 PL 01 t ('V • ••• t • •• •• ft no !batt/014gi W. p) � '.001' .•,, !: qAa 001 01 Os Ln 17 Lij LQ CAD 0► O,Q/O P i pl �! o V. 1• r-O Of ` .�7CaL,artlla LU tQf 1C r.dE e•f Alar W