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Home My WebLink AboutSUBMITTED PAPERSDATE: PERMIT NUMB', - PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION SCANNED 2300 Virginia Avenue " BY Fort Pierce, FL 34982 �Z St. Lucie County (772) 462-1553 A d�0 C APPLICATION FOR REPLACEMENT OF �> WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS '"c, � ss �a�� 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: 3 q l [a] 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR MOBILE HOME. 5. OWNERS INFORMATION 6• Name •^fl�-i Address: j a �� (�iC' C� /vo- - 1�V P City:`FL-- zip: 3 �s.�i S Phone: OTHER CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: `Z 1 L( -3 3 Business Name: �� Ct s%�2 � k) v l�`'� 1.� Phone Number: 'S a - T 6S `� Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 130 mph 140 mph *ndoSkylightss ge Doors < 30'- F.B.C. Table 1609.6 (1) + 1609.6 (2) 7. VALUE OF CONSTRUCTION: $� ' FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. P_$INT Q1 ALI EER 1i-NERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF 7'�I�j''I�� / — ACKNOWLEDGED BEFORE ME THIS c� DAY OF,,7{�r� 20� Bl,v/A'/K �✓�5 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. - _ e YOUNG tal f I C AM1 OF NOTARY MY COMsrAI 12, 201 TITLE: NOTARY FUBLIC R53 rS L` Fta HN glySAPv NOTICE TO OWNER: YOUR FAILURE TO REC OF COMMENCEMENT MAY RESULT IN YOUR PAYING REPLACE DOOR IN 1 OPENING ONLY. LESS THAN 25% OF TOTAL GLAZED AREA TO BE REPLACED UNDER THIS PERMIT: SHUTTERS NOT REQUIRED PER 2010 FBC, EXISTING BUILDINGS, 606.4, EXCEPTION #2. OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 1 36 1 80 20.00 5 36.1 1 -47.2 FL12769.3 1 55.0 -55.0 <25% GLAZED AREA REPLACEMENT REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 5 IN SIMONE RESIDENCE 613 COCONUT AVENUE, NORTH PORT ST. LUCIE, FLORIDA DOOR REPLACEMENT PLAN 04/09/2012 - FAOl Wind 10-400 Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF)- ZONE 4 Roof Tributa Area 5 Ft = Height 10 15 20 25 30 0 -15 ft -41.0 -40.0 -39.3 -38.7 -38 3 3 9 -6 0 3 +37.8 +36.8 +36.1 +35.5 +35 1 + ¢�,7 1 8 -41.6 -40.5 -39.8 -39.3 -38 8 3 �4 38. 3 8 3 16 ft F +38.3 +37.3 +36.6 +36.0 +35.6 + ,2, -42.1 -41.1 -40.3 -39.8 -39.3 -38'. 17 ft " +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3` 4.7 18 ft 39 3 38 2 +307.5 +36.9 36 5 4I' -43.1 -42.0 -41.3 -40.7 -40.3 39 9m 5,�` = 9_2 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 lljm +36.1 +35.8 +35.6 20 ft -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +363 -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 23 ft -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 +41.4 +40.3 +39.5 +38.9 +38.4 1 +38.0 +37.6 +37.3 +37.0 24ft -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37A -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 26 ft -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 1 +39.3 +38.9 +38.6 +38.3 28 ft -46.8 -45.6 -44.8 -44.2 -43 7 -43.2 42.9 _4 r42.2 "" +43.1 +42.0 +41.2 +40.5 +40.0 +3 5:_ZL 49,E _+BB. ` 29 ft -47.1 -46.0 -45.1 -44.5 -44 0 4 6 +43.4 +42.3 +41.5 +40.8 +40 3 + ,'9 8,,, -47.4 -47.4 -46.3 -45.5 -44.8 -443 4 ,9 3.$$ 4 2 4)9i 30ft +43.7 +42.6 +41.8 +41.1 +40.6 + 0t21.t39.8a„'. 9$T +7§I 32 ft -48.1 -46.9 -46.1 -45.4 -44.9 -4 .- +44.3 +43.2 +42.3 +41.7 +41.2 +40tt.7 +40.g��,` '4'" 9.7 35 ft 15 45.2 +44.0 +43.01 +42.5 +42.0 1+41$ lq�q�1`�, jl� ',5 -50.4 -49.2 -48.3 -47.6 -47.1 -46 3 3-, 40ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 45 ft -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 50 ft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 60 ft -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 3 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES(PSF) - ZONES Roof Tributary Area (5 Ft SSE' ht 10 15 20 25 30 35 40 45 50 'S0.6 -48.6 -47.2 46.1 -45.2 -44.5 -43.8 -43.2 -42.7 0-15ft +37.8 +36.9 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 -51.3 -49.3 -4 .8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 \ +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 _ -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 .52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 8 +39.3 1 +38.2 +37.5 +36.9 +36.5 +36.1 1 +35.7 +35.4 +35.2 '53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -54.3 -52.2 -50.7 -49.5 -48.5 3 -46.4 -45.8 21 ft +40.6 +39.5 +38.7 + o5l I .+36 T +36.3 -54.9 -52.7 -51.2 50"'"' 7 .8 -46.3 22 ft +41.0 +39.9 +39.1 + , iS. .i',3 „_. ,.. a`t 3 ,. "' 7.0 +36.7 -55.4 -53.2 -51.6 5 4 46 -4 9 _ 47.3 •46.7 23 ft +41.4 +40.3 +39.5 +� ,. 874: 38_ ,09 , �'.... +37.0 -55.9 -53.7 -52.1 -56:1- 9 x- �4 4 - -47.1 24ft +41.7 +40.6 +39.8 +39.2 +38. 8.0 +37.6 +37.4 25 ft -56.4 -54.1 -52.6 e�lI!� � m� r}� F Q7.7 +42.1 +41.0 +40.2 �+39.� +3 3 8.3 -56.8 -54.6 -53.0 -51 (,m,5 9s '� 4?,.-, "t -47.9 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 '57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 748.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 8 ft q +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 ` -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 �32ft '59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 `ry -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 1 +42.7 +42.3 +41.9 +41.6 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WIND VELOCITY = 170 MPH MRH <_ 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFICF TH OF SI�T�ICpASE' PRESSURES. 'WORST CASE' IS UDSEIOFDAS THE CRIC ITICALCO IA-', N-�'EQt'}{Ip D u.ETV✓I HN HESETAB ES. LE AS ESCRIBED BELOW. 32 8. TABLES VALID �R L S1 F67_ ROOF HEIGHT AS LIMITED ABOVE. 7pES& S,yI,O APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 100 SHA -8 =P. (,B�"A�t E INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B L L�=IQEVERA E}g, OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF t7 E �EAK� T. 5. ALWAYS ROUND kl„EJGKTS ;b`` LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBSrT ,F"E OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) Ml7L"FI - -EYBY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SI ENGT ). V}5 THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- HI, N CU, '5111, R URAL MULLS. IF THE TRIBUTARY AREA OF AN OPE IPT 0��U �-R OST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO ND IifJ (W0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THA"T`VIDP BLiSH D, S RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1,18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. s14014 Z71100 [all Ill M-T 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT, HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORPES DING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED € N Ii�iTt",BE NO VERIFIED BY THE GOVERNING BUILDING DEPARTM A1±! h RM HOLDERN `,., RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE D. ,. -REI :�.,.,w� � - 5. THIS SPECIFICA O I OT;IN' p T �;Q ER ANY PRODUCT APPROVED CERTIFICATION. RE R-_ _. EPARA`1'E(. U MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE G,, - �� C„A,:TIONaSF MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH It, T 'Pi_ V IEI>)eB,.Y OTH } X CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL OC-IMpp,`CT"„ROTTEM ORDINANCES. 7. NO CERTIFICATIO _ Ji�T EIN'P.E�ITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OFWHICHEVER IS SMALL MMQF LEAST LEAST4iH� ii4I1LJT��} D -- I.��l lil °Ia�Gl1 RH, DIMENSION OR 3FT (IWt 0 E 4fm•A QUESTIONo ONSULTL AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. aµ aµ I I 5 ® 5 ELEVATION WALL ZONE FIGURES 0 PEAK ROOF HEIGHT MEAN ROOF EAVE HEIGHT ROOF HEIGHT ISO '0 In REMARKS DRWN CHKD DATE n` T m a O INIT ISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEEEXPRESS°RINGcz In m I = REV -ADJUSTED HEIGHTS GSS TSB 04/09112 rn 3 ASCE 7-10, CHAPTER 30 as �" "' "" �r- a- _ DESIGN LOADS FOR COMPONENTS &CLADDING -I160 SW 12th AVENUE, #106 v '-i � ` � MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m \ , z H in O z THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, PH: 9S4 3S4 0660 FAX: 954 354-0443 z N p P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART ) Q z 0 WITHO ALTERATIONS, CONSENT OF FRANK L,N BENNARDO, P.E. ASCE 7-10 WWW.ENGE#9885o "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER CERT OF AUTH #9885 0 W MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND In I'-� rn MVAI InATF ni IR f.FRTIFIr:ATIr1N Florida Building Code Onlinf ' Page 1 of 3 Florda Depaltmentof BCIS Home log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines ser Irofessf Product ER�lic uApproval Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12769-112 Application Type Revision Code Version 2010 Application Status Approved 1.11 *Approved by DCA. Approvals by DCA 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 fbc@jeld-wen.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified by Janet Gerard fbc@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeid-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year ASTM E330 2002 ASTM E331 2000 TA5202 1994 hUp://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsmFBeODh9XI... 5/28/2013 Florida Building Code Onlinc " Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 03/07/2013 Date Validated 03/07/2.01.3 Date Pending FBC Approval Date Approved 03/14/2013 Summary of Products FL # IlModel, Number or Name 15, 12769.1 Contour Premium Steel Wood Edge Glazed Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: Product Can Be Installed In The X, OX/XO; OXO, XX, OXX/XXO, and OXXO Configurations Per Installation Instructions. Since product does not meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. 12769.2 Contour Premium Steel Wood Edge Glazed Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-66 Other: Product Can Be Installed In The X, OX/XO, OXO, XX, OXX/XXO, and OXXO Configurations Per Installation Instructions; and Must Be Installed With Surface Bolts. Since product does not meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Inswing Door System with and without Sidelites Certification Agency Certificate Zuality Assurance Contract Expiration Date 03/31/2017 Installation Instructions FL12769 R2 II A008730 SS.pdf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes '_valuation Reports FL12769 R2 AE PER2292 SS.pdf Created by Independent Third Partv: Yes 0" x 6'-8", Glazed, Steel, Wood Edge, Inswing Door :em with and without Sidelites Zertification Agency Certificate FL12769 R2 C CAC NI009887-R2.pdf Zuallty Assurance Contract Expiration Date 03/31/2017 Installation Instructions FL12769 R2 II A008730 SS.pdf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes -valuation Reports FL12769 R2 AE PER2292 SS.pdf Created by Independent Third Party: Yes 12769.3 Contour Premium Steel Wood Edge Glazed Door 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Outswing Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R2 C CAC N1009887-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, No 03/31/2017 Design Pressure: +55/-55 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R2 II A008731 SS.ndf XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions. Since product does not meet water Created by Independent Third Party: Yes Infiltration requirement for HVHZ, it must be installed per Evaluation Reports overhead requirements as Identified in Sec. 4410.2.3.2 FL12769 R2 AE PER2293 SS.Ddf of the Florida RBC. Created by Independent Third Party: Yes 'ou Edge Glazed Door System with and without Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-66 Other: Product Can Be Installed In The X, OX/XO, OXO, XX, OXX/XXO, and OXXO Configurations Per Installation Instructions; and Must Be Installed With Surface Bolts. Since product does not.meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. 12769.5 Contour Premium Steel Wood Edge Glazed Door 'ertification Agency Certificate FL12769 R2 C CAC N1009887-R2.odf duality Assurance Contract Expiration Date 03/31/2017' Installation Instructions FL12769 R2 II A008731 SS.pdf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes °valuatlon Reports FL12769 R2 AE PER2293 SS.pdf Created by Independent Third Party: Yes x 6-8, X, Single Out Swing Door with Vent Lite, its water infiltration Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R2 C CAC N1011489.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2017 Design Pressure: +55/-55 Installation Instructions Other: Product meets water infiltration requirements for FL12769 R2 II A009078 SS.pdf h4://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQWtDgsmFBeODh9XI... 5/28/2013 Florida Building Code Online Page 3 of 3 HVHZ Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769 R2 At PER2333 SS.pdf Created by Independent Third Partv: Yes Back Next Contact Us :: 1940 North Monrge Street, Tallahassee FL. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility S ateat n 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: FMWM M Gresii. C`ar� -K�tSAFE httn-//xanuw flnrifiahnilrlina.ora/nr/nr nnn dtl.a-,nx?na.ram=wCTFVXOwtDasmFBcODh9XI... 5/28/2013 NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: NI009887-R2 Page 1 05/17/2009 03/06/2013 Structural Jeld-Wen J-104-3 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria have been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at w,Anv.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Jeld-Wen Doors 3737 Lakesport Boulevard Klamath Falls, OR 97601 Product Line: Jeld-Wen's Wood Edge Steel Entry Doors Test Report: NCTL-110-11987-.1 & NCTI.,-110-11988-1 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of wood with all corners coped and butted. The head/jamb corners were fastened with three (4) 16, ga 7/16" crown x 2" long staples per corner. The threshold was attached to the side jambs with three (3) 16 ga 7/16" x 2" long wire staples and (2) #8 2-1/2" long screws at each end. 1.2 Door Panel/Sidelite Construction: Each door panel was constructed from two (2) face sheets of 24 gauge (0.021" minimum) galvanized steel and an internal expanded polystyrene foam core. 1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two (2) 1/8" sheets of clear tempered glass. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 TEL(804) 684-5124 FAX(804) 684-5122 Certification No.: NI009887-112 Page 2 Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Endura Ultimate Hurricane 2.3 Sills Endura ZOBL4566/Endura FOB4566A Section 3: Additional Supportive Test or Acceptance Data provided with Certification Documentation included: 3.1 Surface Burning Characteristics of Building Materials, ASTM E84- 08, Dylite Expandable Polystyrene, Intertek Report Number 3113726SAT-001 Rev.1. 3.2 Standard 'Pest Methods for Tension Testing of Metallic Materials, ASTM E8-08, Steel Door Skins, ETC Laboratories, Report No. ETC-08-056-21686.0. See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NANH at (804) 684-5124. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 TEL (804) 684-5124 FAX (804) 684-5122 NOTICE OF PRODUCT CERTIFICATION Company: . JELD-WEN Doors Certification No.: NI009887-112 Page 3 3737 Lakesport Boulevard Certification Date: 05/17/2009 Klamath Falls, OR 97601 Expiration Date: 03/31/2017 Revision Date: 03/05/2013 Product: Jeld-Wen's Wood Edge Steel Door w/ or w/o Side -bites (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00/AAMA 1304-02 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & O a ue i Pos/NeE Rated C e NCTL-110-11987-11110-11988-1 X I/S or O/S Glazed 3'2" x 6' 10" +551-55 No Single Max Panel Size: TO" x 67'/Daylight Opening: 1'9" x 5'3" �' w/o Surface Bolts Installation Details: A008730/A008731 X US or O/S Glazed 3'2" x ' 1 + o Single Max Panel Size: 3 0" x 6'7"/Daylight Opening: 1'9" x 5'3" g w/Surface Bolts Installation Details: A008730/A008731 OX/XO I/S or O/S Glazed 6'3" x 6' 10" +55/-55 No NCTL-I10-11987-1/I10-11988-1 Single Max Panel Size: TO" x 67'/Daylight Opening: 1'9" x 5'3" g W/Sldehte w/o Surface Bolts Installation Details: A008730/A008731 OX/XO I/S or O/S Glazed 633" x 6' 10" +66/-66 No NCTL-110-11987-]/110-11988-1 Single Max Panel Size: TO" x 67'/Daylight Opening: 1'9" x 5'3" a w/Sidelite w/Surface Bolts installation Details: A008730/A008731 OXO I/S or O/S Glazed 9'4" x 6' 10" +551-55 No NCTL-110-11987-1/110-11988-1 Single Max Panel Size: 3'0" x 67'/Daylight Opening: 1'9" x 5'3" w/Sidelite w/o Surface Bolts Installation Details: A008730/A008731 OXO I/S or O/S Glazed 9'4" x 6' 10" +66/-66 No NCTL-110-11987-1/110-11988-1 Single�v/Sidelite Max PaneiSize: 3'0"x6'T'/DaylightOpening: 1'9"x5T' w/Surface Bolts Installation Details: A008730/A008731 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: N1009887-R2 Page 4 3737 Lakesport Boulevard Certification Date: 05/17/2009 Klamath Falls, OR. 97601 Expiration Date: 03/31/2017 Revision Date: 03/05/2013 Product: Jeld-Wen's Wood Edge Steel Door w/ or w/o Side-Lites (wAVood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00/AAMA 1304-02 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAAI1's Certified Product Listing at www.Namicertircation.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact p Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments XX I/S or O/S Glazed 6'2" x 6' 10" +551-55 i No NCTL-110-11987-1/110-11988-1 Double Max Panel Size: 3'0" x 67'/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731 XX I/S or O/S Glazed 6'2" x 6' 10" +66/-66 No NCTL-110-11987=1/1 10-11988-1 Double Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" I w/Surface Bolts Installation Details: A008730/A008731 XXO/OXX I/S or O/S Glazed 934" x 6' 10" +551-55 No NCTL-I10-11987-1/110-11988-1 Double w/Sidelite Max Panel Size: 3'0" x 67'/Daylight Opening: 1'9" x 51" w/o Surface Bolts Installation Details: A008730/A008731 XXO/OXX I/S or 0/S Glazed 9'4" x 6' 10" +66/-66 No NCTL-110-11987-1/110-11988-1 Double w/Sidelite Max Panel Size: 3'0" x 67"/Daylight Opening: I'T x 5'3" i w/Su face Bolts Installation Details: A008730/A008731 OXXO 11S or O/S Glazed 12'5" x 6' 10" +551-55 No NCTL-110-11987-1/110-11988-1 Double w/Sidelites Max Panel Size: 3'0" x 67'/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731 OXXO I/S or 0/S Glazed 12'5" x 6'10" +66/-66 No NCTL-110-11987-1/110-11988-1 Double w/Sidelites Max Panel Size: 3'0" x 6'7"/Daylight Opening: IV' x 5'3" w/Surface Bolts Installation Details: A008730/A008731 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: JELD-WEN DOOR INSTALLATION DETAILS CONTOURS PREMIUM STEEL WOOD EDGE FULL LITE NON -IMPACT INSWING UP TO 12' O" X 6'-8" GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATICNAL BUILDING CODE (I.S.C.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FEi INCLUDING HV1i2 AND HAS BEEN EVALUATED IN ACCORDANCE TO TAS 202-94, ASTM E330-02, E2B3-04, E331-00 AND AAMA 1304-02. 2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL HAVE A MINIMUM Fc OF 301 OR MASONRY/CMU SHALL CONFORM TO ASTM C9D. 4. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 6 & 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTA INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FO IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO DOCUMENT II,I11106 (INSTALLATION INSTRUCTIONS FO PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEN.CO,+NLEARWRESOURCESI INSTALLATION & FINISHINGL �FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. INTEGRAL MULL POSTS & DOUBLE -BACK JAMBS ARE INTERCHANGEABLE. SEE SHEET 3 FOR MULLING INSTRUCTIONS. B. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3116" DEEP. EXAMPLE: 3116"---j i 37112" MAX. O.A. NON -IMPACT LITE FRAME TYP SEE HT. 43 L757 PAAX. FRAMs �--75" MAX. FRAME --I 112 1/2" MAX. FRAME ---I �- ---112 112' MAX. FRAME LU LU I a, gw Q l 77, TYP. tl e _ Z_d Z xxOL�� I L I ACTIVE FIXED FIXED � DTI A-i R OTHER 149" MAX. FRAME f JELD-WEN 111 1/2" MAX. FRAME 37 1/2" MAX. FRAME TYP. R D.L.O. SHT. 4 •6 (� J �w ri LU x m OLL .I ... (9 " Ell LL 2 :p (n w w FOCED INAC7NEw ti 'ACTIVE �TM FIXED TABLE 1 DESIGN PRESSURE RATING: SIZE QUALIFIES: FULL LITE NON -IMPACT ACTIVE PANELS WITH OR W/O SIDELITES E5 MAX. PANEL WIDTH = 35 314" 6-8 TALL SYSTEMS: (XX) (XXO) (0)(XO) (X) (OX) (XO) (OXO) WI7HOUi SURFACE BOLTS SURFACEBOLTS: ];�SUIFACEOLTS: AND COL SMART FRAME NSWING POSITIVE +55 +60 NEGATIVE _ %K 66 COMPONENT LIST ITEMI DESCRIPTION MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25" MAX. THK.) WOOD AS REQ. 2 12x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 11 x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD !AS REQ. 4 1#10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL I AS REQ. 5 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT STEEL I AS REQ. 6 1#9 X 2 1/2' PHILLIPS FLATHEAD WOOD SCREW STEEL 120R4 7 1 #B X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL S REQ. 8 1#9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 122 OR 44 9 1" O.A. IG NON -IMPACT FRAME BY ODL Polypropylenel 1 OR 4 10 1 KWIKSET LOCK SERIES 4GO STEEL I 1 11 KWIKSET DEADBOLT SERIES 760 STEEL 1 12 1" O.A. IG NON -IMP. SMART FRAME BY ODL Polypropylene 1 OR 4 13 13/4" O.A. IG NON -IMPACT VENT UNIT BY ODL Polypropylen 1 7�AULL POST J DOUBLE BACK JAMB MULL SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS REQUIRING DP-55OR LESS 12-0 X 6-8 ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) 3.0 X 6-8 ELEVATION 6-0 X 6-8 (OX) 6-0 X 6-8 fXO) SINGLE (X) & (0) i �74" MAX. FRAME-1 Digitally signed by Hermes F Norero, P.E. �; —---.7---- - - 1 Reason: I am approving this document a Date: 2013.02.19 20:03:21-05'00' 0 w _ -1771 w ryp. 11 SHEET INDIX SHEET # DESCRIPTION 1 3ENEFAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDELITES 1' 2 ELEVATIONS FOR 3-0 PANES AND 1-2 SIDELITES m F II 3 INSWING BOX MILLING DETAILS` II 4 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD % 5 14SVIING VERT. AND HORi1. SEL IONS IN MASONRY/CONCRETE I INACTIV'cV iACTME 6 ANCHORING DE'AiLS _ I 7 ANCHORING DETAILS OVERHANG �I LENGTH * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS i 1.0 Addendum to NAMI OVERHANG = a Culif]Cation #: NI009887-R2 RATIO w ¢ Reviewed by: TDW o 'o Date Reviewed; 03/05/2013 ❑ 0 ACTIVE FIXED FIXED D IIj v FIXED FIXED ACTIVE 9-0 X 6-8 (OXO) 9-0 X 6-81 OR XOO) -111 112" MAX. FRAME— i 6-0 X 6-8 (XX) RSURFACEBOLTSNOT — EQUIRED FOR APPLICA T IONS REQUIRING OP-55 CR LESS 9-0 X 6-3 i O ACTIVE ( TABLE 1 DESIGN PRESSURE RATING: SIZE QUALIFIES: FULL LITE NON -IMPACT ACTIVE PANELS WITH OR W/O SIDELITES E5 MAX. PANEL WIDTH = 35 314" 6-8 TALL SYSTEMS: (XX) (XXO) (0)(XO) (X) (OX) (XO) (OXO) WI7HOUi SURFACE BOLTS SURFACEBOLTS: ];�SUIFACEOLTS: AND COL SMART FRAME NSWING POSITIVE +55 +60 NEGATIVE _ %K 66 COMPONENT LIST ITEMI DESCRIPTION MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25" MAX. THK.) WOOD AS REQ. 2 12x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 11 x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD !AS REQ. 4 1#10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL I AS REQ. 5 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT STEEL I AS REQ. 6 1#9 X 2 1/2' PHILLIPS FLATHEAD WOOD SCREW STEEL 120R4 7 1 #B X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL S REQ. 8 1#9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 122 OR 44 9 1" O.A. IG NON -IMPACT FRAME BY ODL Polypropylenel 1 OR 4 10 1 KWIKSET LOCK SERIES 4GO STEEL I 1 11 KWIKSET DEADBOLT SERIES 760 STEEL 1 12 1" O.A. IG NON -IMP. SMART FRAME BY ODL Polypropylene 1 OR 4 13 13/4" O.A. IG NON -IMPACT VENT UNIT BY ODL Polypropylen 1 7�AULL POST J DOUBLE BACK JAMB MULL SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS REQUIRING DP-55OR LESS 12-0 X 6-8 ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) 3.0 X 6-8 ELEVATION 6-0 X 6-8 (OX) 6-0 X 6-8 fXO) SINGLE (X) & (0) i �74" MAX. FRAME-1 Digitally signed by Hermes F Norero, P.E. �; —---.7---- - - 1 Reason: I am approving this document a Date: 2013.02.19 20:03:21-05'00' 0 w _ -1771 w ryp. 11 SHEET INDIX SHEET # DESCRIPTION 1 3ENEFAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDELITES 1' 2 ELEVATIONS FOR 3-0 PANES AND 1-2 SIDELITES m F II 3 INSWING BOX MILLING DETAILS` II 4 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD % 5 14SVIING VERT. AND HORi1. SEL IONS IN MASONRY/CONCRETE I INACTIV'cV iACTME 6 ANCHORING DE'AiLS _ I 7 ANCHORING DETAILS OVERHANG �I LENGTH * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS i 1.0 Addendum to NAMI OVERHANG = a Culif]Cation #: NI009887-R2 RATIO w ¢ Reviewed by: TDW o 'o Date Reviewed; 03/05/2013 ❑ 0 ACTIVE FIXED FIXED D IIj v FIXED FIXED ACTIVE 9-0 X 6-8 (OXO) 9-0 X 6-81 OR XOO) -111 112" MAX. FRAME— i 6-0 X 6-8 (XX) RSURFACEBOLTSNOT — EQUIRED FOR APPLICA T IONS REQUIRING OP-55 CR LESS 9-0 X 6-3 i O ACTIVE ( 7�AULL POST J DOUBLE BACK JAMB MULL SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS REQUIRING DP-55OR LESS 12-0 X 6-8 ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) 3.0 X 6-8 ELEVATION 6-0 X 6-8 (OX) 6-0 X 6-8 fXO) SINGLE (X) & (0) i �74" MAX. FRAME-1 Digitally signed by Hermes F Norero, P.E. �; —---.7---- - - 1 Reason: I am approving this document a Date: 2013.02.19 20:03:21-05'00' 0 w _ -1771 w ryp. 11 SHEET INDIX SHEET # DESCRIPTION 1 3ENEFAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDELITES 1' 2 ELEVATIONS FOR 3-0 PANES AND 1-2 SIDELITES m F II 3 INSWING BOX MILLING DETAILS` II 4 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD % 5 14SVIING VERT. AND HORi1. SEL IONS IN MASONRY/CONCRETE I INACTIV'cV iACTME 6 ANCHORING DE'AiLS _ I 7 ANCHORING DETAILS OVERHANG �I LENGTH * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS i 1.0 Addendum to NAMI OVERHANG = a Culif]Cation #: NI009887-R2 RATIO w ¢ Reviewed by: TDW o 'o Date Reviewed; 03/05/2013 ❑ 0 ACTIVE FIXED FIXED D IIj v FIXED FIXED ACTIVE 9-0 X 6-8 (OXO) 9-0 X 6-81 OR XOO) -111 112" MAX. FRAME— i 6-0 X 6-8 (XX) RSURFACEBOLTSNOT — EQUIRED FOR APPLICA T IONS REQUIRING OP-55 CR LESS 9-0 X 6-3 i O ACTIVE ( OVERHANG �I LENGTH * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS i 1.0 Addendum to NAMI OVERHANG = a Culif]Cation #: NI009887-R2 RATIO w ¢ Reviewed by: TDW o 'o Date Reviewed; 03/05/2013 ❑ 0 ACTIVE FIXED FIXED D IIj v FIXED FIXED ACTIVE 9-0 X 6-8 (OXO) 9-0 X 6-81 OR XOO) -111 112" MAX. FRAME— i 6-0 X 6-8 (XX) RSURFACEBOLTSNOT — EQUIRED FOR APPLICA T IONS REQUIRING OP-55 CR LESS 9-0 X 6-3 i O ACTIVE ( 0 ACTIVE FIXED FIXED D IIj v FIXED FIXED ACTIVE 9-0 X 6-8 (OXO) 9-0 X 6-81 OR XOO) -111 112" MAX. FRAME— i 6-0 X 6-8 (XX) RSURFACEBOLTSNOT — EQUIRED FOR APPLICA T IONS REQUIRING OP-55 CR LESS 9-0 X 6-3 i O ACTIVE ( 9-0 X 6-8 (OXO) 9-0 X 6-81 OR XOO) -111 112" MAX. FRAME— i 6-0 X 6-8 (XX) RSURFACEBOLTSNOT — EQUIRED FOR APPLICA T IONS REQUIRING OP-55 CR LESS 9-0 X 6-3 i O ACTIVE ( -1135" MAX. FRAME —89 112" MAX. FRAME 15 1/2" MAX. D.L.O. FRAME TYP. SHT. 93 C5 0 LUIL co LL J' INACTIVE FIXED FIXED "ACTIVE DOUBLE BACK EDMULL POST ---�_ 1MB MULL SURFACE BOLTS NOT REQUIRED FOR APPLICATIONS U3 REQUIRING DP-55 OR LESS 89 1/2" MAX. FRAME — 74'MAX. FRAME- 15 1/2" MAX. FRAME TYP. t• -A T.- 8A X 6-8 ELEVATION 7-2 X 6-8 ELEVATION DOUBLE DOOR W/ 1-2 SIDELITES (OXXO) DOUBLE DOOR Wl 1-2 SIDELITES (XXO OR OXX) 53".. MAX. FRAME 15 112" MAX. FRAME TYP. 53"MAX. FRAME MAX. FRAME - NON -IMPACT LITE 93 SEE SHT. 15 1/2" M AX. FRAME TYR F681/2" 15 11Z MAX. FRAME TYP. 37 1/2" MAX 2 C; FRAME co Fr W MAX. co W D.L.O. z 2 • d 0 _j LJ u Ci l ACTNE 0 ACTIVE FlX£D FIXED FIXED 4-2 X 6-8 ELEVATION 4-2 X 6-8 ELEVATION 5-4 X 6-8 ELEVATION 3-0 X 6-8 ELEVATION DOUBLE (OX) - DOUBLE (XO) TRIPLE (OXO) VENT LITE (X) Addendum to NAM[ Certification #: N1009887-R2 -CC Reviewed by: TDW , al Date Reviewed; 03/06/2013 398 D FBPE W 0 0 t! ln� CO • 0 0 CO vt ro LL Cn E cc M W A (A z 0 op C z 0 U] x LL W W 1.- 0 (A 0 V) z 0 0 U mm- 12/20j2012 SC,LEt NONE D,,c, BY: G.LUMECKE CHK. -: S.SAFFELL Daw ""': 338 A008730 NO. 29578 I-E, 2 0F 7 APPLY DAP ALEX PLUS SILICONE 6• #8 X 2" OR EQUIV. BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. 8" MAX D.L.O. �I c 1 FIXED ACTIVE B3 133 L5 a O O p n: r to .J O a O ODL 1" O.A. NON -IMPACT ODL 1" O.A. NON -IMPACT 1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN INTERIOR 1/8"TEMPERED 1/8"TEMPERED INTE 9 SIDE GLASS GLASS fill 12 INTERIOR 1!8" TEM. _ 1 I T1 SIDE 1 314" 1' MAX. 1 3l4" 1" MAX. 1 + 3/4" AIRSPACE 3/4" AIRSPACE 30' MIN. GLASS 3/8' MIN. GLASS 13/8" BITE BITE 1 112" DETAIL B3 DETAIL B3 I ODL NON -IMPACT GLAZING DETAIL ODL SMART FRAME NON -IMPACT GLAZING DETAIL BOX SIDELITE MULL A3 MAX. 4 UNITS F EXAMPLE: OXXO, OXO, OX DETAIL A3 (6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT Addendum to NAI I Certification #: NI009887-R2 Reviewed by: TD W Date Reviewed; 03/06/2013 518". MAX. D.L.O. I - C3 ODL 3/4" O.A. VENT LITE ee NON -IMPACT o -o 1211, N : O e CL � 00 ci ID L lL s �Ya DR 3/4" O.A. W N 1/2" AIRGAP =i p RED 1/8"TEMPERED F- 7- O GLASS 91TE lJ a E SIDE Z Go 0 m z� u 0 jEXTERIOR ¢] x z G 1 N � uj 4 I DETAIL C3 ' o Ln ODL VENT FRAME N WM o z o 0 O me: 12/20/2012 :NONE 7 _ Dwc ar: G.WBBECKE 7N71< D IEJi REJl(, . ti cm S.S.AFFELL �� fito►t81m`'. 338 DfJI[i.�L �p�304 DMIVING N.: A008730 FBPE CEF P/Aff AkllT`.0. 29578 SHEET 3 of 7 I" MIN. I {— 1 1/2" MIN. EM - 1/4" MAX. SHIM SEE NOTE #7 ON SHEET 1 #8 X 3" PFH FOR STRIKE PLATE EXTERIOR INSWING OPERATING UNIT W/ OPTIONAL SURFACE BOLT VERTICAL CROSS SECTION HEAD JAMB 1f4' MAX SHIM 1" MIN.I 1 1" MIN. u 1 1/2" MIN. v EMB. 1 1/4' %� MAX. 1" MIN. SHIM 1/8" 1 1/2" MIN. SEE NOTE 97 EXTERIOR EMB. ON SHEET 1 INTERIOR T— %/• j� INSWING OPERATING UNIT VERTICAL CROSS SECTION 1/4" HEAD JAMB MAX. SHIM EXTERIOR INTERIOR SEE NOTE #7 ON SHEET 1 1" IN �/• SEE NOTE #7 —ON SHEET 1 /. EXTERIOR 1' MIN. % C 4X FIXED UNIT HORIZONTAL CROSS SECTION ^ INTERIOR INSWING SHOWN 2D1"MIN. MIN. ` \�� T— I 4 I 1 /4' MAX. YYY" SHIM 1 112" MIN. EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION HINGE DETAIL: TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) BOTTOM = 8 SCREWS (ITEM #8) X 6 3 INTERIOR OPTIONAL \ WOOD % '1 INSWING FIXED OR BOTTOM i J�� / OPERATING UNIT RAIL VERTICAL CROSS SECTION ENDURA ZAIL4566 \ 1"MIN. T/--N EXTERIOR; INTERIOR I I L 1 1/2".MIN_ EMBED. INTERIOR I INSWING FIXED UNIT VERTICAL CROSS SECTION HEAD JAMB OPTIONAL WOOD BOTTOM RAIL \ / \ EXTERIOR \ #8 X 3' PFH FOR 1 STRIKE PLATE t 1 1/2" MIN. EMBED. 1" MIN -1 1" MIN c o Q m M N N • O O m LO cl 0 J (h E C x + n rD_ i B M Y � z INTERIOR C J LL t) p 2 Z N � p OZ cp cp O= O i" MIN 1" MIN I— w I 4 1" MINQ2 INSWING OPERATING UNIT t~ O w XTNOTES W/ OPTIONAL SURFACE BOLT En p m EERIO 1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN VERTICAL CROSS SECTION c z 2X BUCK OR 1X BUCK CONCRE7E/MASONRYry06flM1566 ? OF o OPENINGS, SEE SHEET 5 o Z p �� O �i a O z 1" MIN. OPTIONALLY, ANCHOR CAN BE PLACED W �~`�.��i oA\E: 12/20/2012 \— SEE NOTE 07--'� % NARROW SECTION OF HEAD OR JAMS AS O �. ON SHEET 1 LONG AS MINIMUM EMBEDMENT AND EDGE 7 sv E: NONE DISTANCE ARE ACHIEVED. * ; * C 1/4" MAX. I _ Dwri Br: G.LUBBEC(E Addendum to NAMI SHIM �1 ITEM 96, (#.. X 2 112"?TWO SCREWS TO BE R T F OIrE .= cHK. Br: S.SAFFELL CertiEcation ia: NI009887-R2 1 1/2' MIN•E INSTALLED IN TOP HINGE AT JOB SITE, j`� Reviewed by: TDW EMBED. i --, mwnWN.: CLOSEST TO WEATHERSTRIP. 398 t1� �g &E 338 INSWING HINGE JAMS AT FRAME � ` A008730 Date Reviewed; 03/06/2013 HORIZONTAL CROSS SECTION ® AT SILL, PLACE ANCHOR IN SILL D i�, \L\i3004 BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE H. NO.29578 SHEET 4 of 7 1" MIN. BY OTHERS 1" MIN. 1"MIN. 1' t I 1 j MIN. 1' MIN. EMBED d MIN W. L . 2 EMBED L 1 114" /%/ 114" %/MAX SHPA MAX INTERIOR SEE NOTE SF7 SHIM EXTERIOR ON SHEET 1 #8 X 3" PFH FOR SEE NOTE #7 INSWING OP RATING UNIT STRIKE PLATE ON SHEET 1 VERTICAL CROSS S HEAD JAMB MIN. 5 Y EMBED. ' SHIM INTE 1' MIN T MIN L \ 1^M .\� •EXTERIOR 1"MIN. \_SEE'NOTE # FIXED UNIT ON SHEE71 7NTAL CROSS SECTION INSWING SHOWN — 1" MIN. — 1" MIN. 1" MIN. CONCRETE/MIASONRY 1 MIN' 1" MIN 9Y OTHERS MIN. 1 7/4" 1' MIN. a 1 1/4" MIN. 1' MIN. C 5 EMBED EXTERICR MAX. OPTIONAL \\ SHIM WOOD N• SEE NOTE #7 EXTERIOR INTERIOR BOTTOM EXTERIOR( INTERIOR ON SHEET 1 RAIL INSWING FIXED UNIT 5 VERTICAL CROSS SECTION 1 114" MIN. HEAD JAMB EMBED INSWING OPERATING UNIT #8 X 3" PFH FOR C , W/ OPTIONAL SURFACE BOLT STRIKE PLATE 1°MIN I" FAIN VERTICAL CROSS SECTION INSWING OPERATING UNIT HEAD JAMB VERTICAL CROSS SECTION — W/ OPTIONAL SURFACE BOLT 1 1/4' MIN. ENDURA ZAIL4565 EMBED HINGE DETAIL: TOP = 6 SCREWS (ITEM 98), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM 48) ��, 8v BOTTOM =8 SCREWS (ITEM #8) Addendum to NA.MI Certification #: N1009887-R2 Reviewed by: TDW Dace Reviewed; 03/062013 1 MIN. 1 1 EMBED I1"M 1"IN. 11' MIN. IN. 1" MIN. 1"MIN. MASONRY BY OTHERS 114" MAX INTERIOR SHIM EXTERIOR SEE NOTE#7 ON SHEET 1 INSWING OPERATING UNIT VERTICAL CROSS SECTION OPTIONAL 1X BUCK !•T OPTIONAL WOOD I BOTTOM RAIL EXTERIORI INTERIOR \ i 3 _ INSWING FIXED OR OPERATING UNIT VERTICAL CROSS SECTION 4 ENDURA ZAIL4566 1' MIN 1" MIN O m C, m N • 0 o a - � 3 1 t Y LL CONCRETOMASONRY BY OTHERS O a J Y v a INTERIOR z �+ o n m t � M X c LL' � 5 V. \ l" MIN. 1° MINQ V Q E O EXTERIOR tL N G� ) - �C z 1"MIN. -•SEE ITEM #7 2 V 1, V MIN. I I ON SHEET 1 O� O O 7!4' MAX z = SHIM OPERATING UNIT CROSS SECTION x L 3 - '� w Lu 00 Z z z Q 0 J w z 1 1W MIN. EMBED INSWING HORIZONTAL OPTIONAL IX BUCK 171 J 1-MIN. ( UN SHtt11 v ( I \\. UI O z > SEE NOTE #7 j U 5 115HIM ON SHEET 1 1%JII Itl II I- G O 0 Z 1!4" MAX. MIN. x C\ L F- o Lq 1 1!4"MIN. SHIM 1 EMBED, \\ �' -' o �� 'o O n Z EMBED. 1" MIM. ��2�iA.'. U INSWING HINGE JAMB AT FRAME INSWING LATCH JAMB AT FRAME 1"MIN. \ \, � ,r,'•' .! � , oaTe 12/20/2012 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION sate NONE va' MAX- ow ay-. G.LUBBECKE NOTES: SHIM "0Z l' -F [Y ,OPTIONALLY, ANCHOR CAN BE PLACED INNARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 4 4 - F 0�,1E( = o+K. ar: S,SAFFELL EMBECMENT AND ECGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY 1 1/2" NUN BY OTHERS EMBED /' - \ DRAWING N.: 398 ITC •• �fbti�TE. 338 ITEM tl6, (49 X 21/2") TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE , CLOSEST TO WEATHERSTRIP. OPTIONAL ,MASONRYICONCRETE INSTALL 11N 004 A008730 AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. (NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JA618 FBPE CERTRVAUTH. NO. 2957E SHEET 5 of 7 1 'T J O 2 (< 3 / z _ z NOTE: W SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR LL IS REQUIRED 6" NPR — i I Z II I Z A6 w 1 L ou_ X I I I co I � P I I a 1 � } F 149" MAX. O.A. FRAME - 105" MAX. O.A. FRAME �{ 6" TYP. - - 6"TYP. `O �3" TYP. 1 O3" TYP.{ 4 5 p Ip7l I I ID7 ID7I I T I --� I I I I I I I 1 A6 B7 4 5 C7 87 C� A6 o I x I X I o X x tL O �O E7� I IE7 I I E� IE7 - I 12-0 X 6-8 INSWING (60) ANCHOR LOCATIONS (FROM EDGE OF FRAME) d 112 1/2" MAX FRAME 0- 75" MAX FRAME6" TYP. I1-- Q �--6" TYP. — 6" TYP.-- vV IU O �O i i Al IXI I I I I I I I 1� I I o I I I 9-0 X 6-8 INSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) CD>- F .A6 � 4 xl to I I 1 8-4 X 6-8 INSWING (44) ANCHOR LOCATIONS d (FROM EDGE OF FRAME) 9" TYP. 9" TYP. O m rn N N 6"TYP. o O co o 6' TYP. w m 3 TYP �{ G J LL N 3" P. 1 q N ^ E o m In a w 4 5 a n , o z� z DETAIL A6 m a 'o ce o (12) ANCHOR LOCATIONS AT MULL N z POST OR DOUBLE -BACK JAMBS (3-0 SIDELITES ONLY) ce o cn o If, til z w � Z o 6-0 X 6-8 INSWING (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) Addendum to NA11u11 Certification 4: N1009887-R2 Reviewed by: TDW Date Reviewed; 03/06/2013 ��<` VN j:, 04 �iy �4:' C, � ,Z : O _i/ 7 - • ' = � � - T T �Y ' R F' OFF ,• 398� 4C)i•TE. 338 DA ilkr,� k��33004 FBPE CERT.t&'A H. NO.29578 a O DArz: 2/20/2012 NONE owG BY: G.LU3BECKE aix. By.- SSAFFELL A008730 SHur 6 of 7 37 1/2" MAX. O.A. FRAME 74" MAX. O.A. FRAME 1 6.. 1 2 3 4 5 / I �6" TYP. 6" TYP.— - ��6" TYP.:I TYR L L l_ 1 1 1 1 1 I I I I 1 1 j3i D7I D7I WI }III � BLL Q X 4 5 X I X NOTE: J a I I I I > ' SHIM FOR SUPPORT AT M I ytL I I-_ a I I I OR NEAR EACH ANCHOR m I C° 2i~ I I7_1� iS REQUIRED j=U E7E7CU Ci I � 1 Jill r 3-0 X 6-8 INSWING - (15) ANCHOR LOCATIONS ae 6-0 X 6-8 INSWING SIDELITE / ACTIVE PANEL (FROM EDGE OF FRAME) (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 15 112" MAX. O.A. 53" MAX. O.A. FRAME FRAME P. I 61,TYP 3" T1?. 1 4 d 01, a 1 1 I 1 I I I I m 7 I 7 C t r O 1 0 4 5 0� ' X 0I X' v ch ti I I I ZD I I 68 1/2" MAX. O.A. FRAME 1-3" TYP. 1i2" MAX. O.A. FRAME 6" TYP. I D71 D7I I I 6 I I I I I n: 67 � A6 I I F- I E7 � E7 O 9-0 X 6-8 INSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 891/2" MAX. O.A. FRAME �3" TYP. 1 6" TYP.-I •M - 07 D7I T 4 � N � p O q In I I o Y Li � r. ti CD F 7 I E7 I m C X yl jY111 ,L• w R^j I� c- o m liil(jjf• Q I X I X I I I I I W � J I I I } LL IE7 E7 1-2 X 6-8 SIDELITE 4-2 X 6-8 INSWING 5-4 X 6-8 INSWING - Ci � � °' � 7-2 X 6-8 INSWING s a z ,D (14) ANCHOR LOCATIONS (24) ANCHOR LOCATIONS (30) ANCHOR LOCATIONS Addendum to NAIv1I w x o FROM EDGE OF FRAb1E (38) ANCHOR LOCATIONS o v ( ) (FROM EDGE OF FRAME) 6^ TYP.--- (FROM EDGE OF FRAME) Certification #: NI009887-R2 (FROM EDGE OF FRAME) _j 9" iYP. --9" TYP. TYP• Reviewed by: "TD W w 82 z_ 3" l--^I g"Typ, TYP. 3" TYP-I Date Reviewed; 03/06/2013 v~i o � 3:6^ T Typ-_l�� 3" P � � � � 2- #8 X 3' PFH ``tttit/I1ill�ttr G o ffi .��I�-'�i--1�J SC REW ��(/�.�"� ,• �'}�O�% oar: 12/20,12012 ,1- BOTTOM SHOOT •, 7 SwE: NONE �:. ---- _: BOLT INSERT PLUG * = x X DETAIL B7 _ - - � owc. ay: G.LUBBECKE � (12) ANCHOR LOCATIONS DETAIL C7�%�- TOP ASTRAGAL R F`� O^�;EiE� cm by: S.SAFFELL AT ASTRAGAL STRIKE PLATE � p, (6) ANCHOR LOCATIONS AT MULL DETAIL D7 DETAIL E7 � � -• .- s � o�,wlH�na: �- - - - HEADER STRIKE PLATE SILL PLUG INSERT 398 � ,'�;TE. 338 A008730 I POST OR DOUBLE -BACK JAMBS D k) 3004 t��.� (1-2 SIDELITES ONLY) AT ASTRAGAL AT ASTRAGAL FBPB CE jd111,11tt1`H. No.29578 SHEEP 7 oF 7 JELD-WEN DOOR INSTALLATION DETAILS TABLE 1 CONTOURS PREMIUM STEEL WOOD EDGE FULL LITE NON -IMPACT INSWING UP TO 12'-0" X 6'-8" GENERAL NOTES 1. THIS PROCUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO TAS 202-94, ASTM E330-02, E283.04, E331-00 AND AAMA 1304-02. 2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL HAVE A MINIMUM Fc OF 3000psi OR MASONRY/CMU SHALL CONFORM TO ASTM C90. 4. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 6 & 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FO IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO DOCUMENT #JII106 (INSTALLATION INSTRUCTIONS FO PRE -HUNG ENTRY DOORS) FOUND ON THE JELD INEN WEBSITE: JELD-V'JEN.CO.LWEARN/R_==SOURCES/ INSTALLATION & FINISHING/. 6�FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. INTEGRAL MULL POSTS & DOUBLE -BACK JAMBS ARE INTERCHANGEABLE. SEE SHEET 3 FOR MULLING INSTRUCTIONS. 8. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3116" DEEP. EXAMPLE: 3/16"---i J L 371/2" rIAX. O. NON -IMPACT LITE FRAME TYP. SEE SHT. #3 R OTHER 149" MAX. FRAME JELD-WEN 111 112" MAX. FRAME 37 M MAX. 1 R D.L.O. I FRAME TYP. SHT. I I o J Qw o l I 2 ' M R I --It11 O Q OLL LL C) 0 N ! W " II F{%ED INACTIVE' ACTIVE LJ FIXED 7�.AULL POST J DOUBLE BACK JAMB MULL SURFACE BOLTS NOT � REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 12-0 X 6-B ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) DESIGN PRESSURE RATING: SIZE UALIFIES: FULL LITE NON -IMPACT ACTIVE PANELS WITH OR WIO SIDELITES 0 MAX. PANEL WIDTH = 35 314" &8 TALL SYSTEMS: (XX) (XXO) (OXXO) (X) (OX) (XO) (OXD) WITHOUT WITH SURFACE BOLTS SURF OL75: SURFACE BOLTS: AND ODL SMART FRAME INSWING 55 + 66 + 60 NEGATIVE _ -60 OMPONENT LIST ITEMI DESCRIPTION MATERIAL QTY. 1 INON-COMPRESSION SHIM (0.25" MAX. THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 )1 x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WCOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR IN/ 1 1/4" MIN. EMBEDMENT STEEL AS REQ. 6 #9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 9 1" O.A. IG NON -IMPACT FRAME BY ODL Polypropylene 1 OR 4 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1" O.A. IG NON -IMP. SMART FRAME BY ODL Polypropylene 1 OR 4 13 3/4" O.A. IG NOWIMP.ACT VENT UNIT BY ODL JI'Dolypropylene 1 OVERHANG LENGTH �I * NOTE: PRODUCT HAS NOT BEEN RATED FOR /--; WATER INFILTRATION. IF AUTHORITY HAVING M JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED o m m WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO Ff = u A m d OH LENGTH _ OH HEIGHT IS 24 1.0 W CO M Addendum to NAMI OVERHANG 1 = i Q 'V CL Certification #: NI009887-R2 RATIO 0O J U- Reviewed by: TDW I W'o k n E o m O L LL Date Reviewed:03/06/2013 0 t r^ a 75" MAX. FRAME f ---75" MAX. FRAME —I f - —112 112" MAX. FRAME �+ 112 1/2' MAX. FRAME i I P. till ll!I il! I�!i I ;TINE I II _ it ! ^" .• u II ACTNE ..,�II FIXED FIxcD i M FIXED I X 6- EVATION 6-0 X 6-8 (OX) 6-0 X 6-8 (XO) LE (X) & (0) 7�.AULL POST J DOUBLE BACK JAMB MULL SURFACE BOLTS NOT � REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 12-0 X 6-B ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) DESIGN PRESSURE RATING: SIZE UALIFIES: FULL LITE NON -IMPACT ACTIVE PANELS WITH OR WIO SIDELITES 0 MAX. PANEL WIDTH = 35 314" &8 TALL SYSTEMS: (XX) (XXO) (OXXO) (X) (OX) (XO) (OXD) WITHOUT WITH SURFACE BOLTS SURF OL75: SURFACE BOLTS: AND ODL SMART FRAME INSWING 55 + 66 + 60 NEGATIVE _ -60 OMPONENT LIST ITEMI DESCRIPTION MATERIAL QTY. 1 INON-COMPRESSION SHIM (0.25" MAX. THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 )1 x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WCOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR IN/ 1 1/4" MIN. EMBEDMENT STEEL AS REQ. 6 #9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 9 1" O.A. IG NON -IMPACT FRAME BY ODL Polypropylene 1 OR 4 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1" O.A. IG NON -IMP. SMART FRAME BY ODL Polypropylene 1 OR 4 13 3/4" O.A. IG NOWIMP.ACT VENT UNIT BY ODL JI'Dolypropylene 1 OVERHANG LENGTH �I * NOTE: PRODUCT HAS NOT BEEN RATED FOR /--; WATER INFILTRATION. IF AUTHORITY HAVING M JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED o m m WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO Ff = u A m d OH LENGTH _ OH HEIGHT IS 24 1.0 W CO M Addendum to NAMI OVERHANG 1 = i Q 'V CL Certification #: NI009887-R2 RATIO 0O J U- Reviewed by: TDW I W'o k n E o m O L LL Date Reviewed:03/06/2013 0 t r^ a 75" MAX. FRAME f ---75" MAX. FRAME —I f - —112 112" MAX. FRAME �+ 112 1/2' MAX. FRAME i I P. till ll!I il! I�!i I ;TINE I II _ it ! ^" .• u II ACTNE ..,�II FIXED FIxcD i M FIXED I X 6- EVATION 6-0 X 6-8 (OX) 6-0 X 6-8 (XO) LE (X) & (0) OVERHANG LENGTH �I * NOTE: PRODUCT HAS NOT BEEN RATED FOR /--; WATER INFILTRATION. IF AUTHORITY HAVING M JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED o m m WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO Ff = u A m d OH LENGTH _ OH HEIGHT IS 24 1.0 W CO M Addendum to NAMI OVERHANG 1 = i Q 'V CL Certification #: NI009887-R2 RATIO 0O J U- Reviewed by: TDW I W'o k n E o m O L LL Date Reviewed:03/06/2013 0 t r^ a 75" MAX. FRAME f ---75" MAX. FRAME —I f - —112 112" MAX. FRAME �+ 112 1/2' MAX. FRAME i I P. till ll!I il! I�!i I ;TINE I II _ it ! ^" .• u II ACTNE ..,�II FIXED FIxcD i M FIXED I X 6- EVATION 6-0 X 6-8 (OX) 6-0 X 6-8 (XO) LE (X) & (0) 75" MAX. FRAME f ---75" MAX. FRAME —I f - —112 112" MAX. FRAME �+ 112 1/2' MAX. FRAME i I P. till ll!I il! I�!i I ;TINE I II _ it ! ^" .• u II ACTNE ..,�II FIXED FIxcD i M FIXED I X 6- EVATION 6-0 X 6-8 (OX) 6-0 X 6-8 (XO) LE (X) & (0) f ---74" MAX. FRAME ---I Digitally signed by Hermes F Norero, P.E. �I.-- ---- p— ---- Reason: I am approving this document g Date: 2013.02.19 20:03:21-05'00'ILI L TYP. Al SHEETINDEX� 1Di SHEET # DESCRIPTION LL ivv 1 ENERAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDEUTES 2 ELEVATICNS FOR 3-0 PANELS AND 1-2 SIDEUTES `° } 3 INSWING BOX MULLING DETAILS Ll 4 INSWING VERTICAL ANC HORIZONTAL SECTIONS IN WOOD5 INSWING VERT. AND HORIZ. SECTIONS IN MASONRY/CONCRETE ACTIVE I, 6 ANCHORING DETAILS rr is 7 ANCHORING DETAILS 0 19 ACTIVE FIXED j .- FIXED 6-0 X 6-8 (XX) FI%Ll ED FIXED ACTIVE 9-0 X 6-8 (OXO) 9-0 X 6-8 (OOX OR XOO) [-111 1/2" MAX FRAME------! - SURFACE BOLTS NOT EQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 9-0 X 6-B (OXX OR XXO) FBPE VI Qz K a z O:� a C> LU LU w Z O LU W z o DATE: 12/20/2012 sme NONE mc. Br: G.LUBBECKE I cHK er: S.SAFFELL ti OskBy No.: T� 33B A006730 �4 0.29578 SHEET 1 OF 7 6-0 X 6-8 (XX) FI%Ll ED FIXED ACTIVE 9-0 X 6-8 (OXO) 9-0 X 6-8 (OOX OR XOO) [-111 1/2" MAX FRAME------! - SURFACE BOLTS NOT EQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 9-0 X 6-B (OXX OR XXO) FBPE VI Qz K a z O:� a C> LU LU w Z O LU W z o DATE: 12/20/2012 sme NONE mc. Br: G.LUBBECKE I cHK er: S.SAFFELL ti OskBy No.: T� 33B A006730 �4 0.29578 SHEET 1 OF 7 1MAX. FRAME 89 112" MAX.. FRAME 151/2" MAX. D.L.O. FRAME TYP- SFiT. #3 �w o '= m )LU O 0 e )L • w =_ w r r INACTIVEACTNE FIXED FlXED 89 1/2" MAX. FRAME 74" MAX. FRAME 15 1/2" MAX. FRAME TYP. 10, Ul �DCUBLE BACK FZ>ULL POST JAMB MULL SURFACE BOLTS NOT REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 8A X 6-8 ELEVATION 7-2 X 6-8 ELEVATION DOUBLE DOOR W/ 1-2 SIDELITES (OXXO) DOUBLE DOOR W/ 1-2 SIDELITES (XXO OR OXX) NON -IMPACT LITE SEE SHT. #3 53" MAX. FRAME -- { 53" MAX. FRAME �68 1/2" MAX FRAME-1 < C co 37 1/2" MAX FRAME co m x ` y r 19 5(8" m W MAX. S z 2 co U_e e Ocifl �O H, LJ L FIXE ACTNE ACTIVE FIXE IXED ACTIVE FlXE ac?rve 4-2 X 6-8 ELEVATION 4-2 X 6-8 ELEVATION 5-4 X 6-8 ELEVATION 3-0 X 6-8 ELEVATION DOUBLE (OX) DOUBLE (XO) TRIPLE (OXO) VENT LITE (X) Addendum :O NAM( _ Certification 4: NI009887-R2 Reviewed by: TDW Date Reviewed: 03/06/2013 398 1 D FBPE CE 0 �I m rn N N q 0 w Ln CL O fu LL y 'I- _ t _ z m IC X M n N t L e ^n Y a J J LL a � F x z O w o z ID F wi x 0 ti J J W W W 0 � � E I�tr1r� G a � O a "" • Dn E 12/20/2012 "•�'A �� scat NONE 7 _ * G.LUBBECKE xDwrtiBY, C ' c"scar: S.SAFFELL F O 1� $TE.338 A008731 004 10H. NO.29578 APPLY DAP ALEX PLUS SILICONE 6- #8 X 2" OR EQUIV. BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. 6" MAX. D.L.O. I � l JE CDL 1" O.A. NON -IMPACT ODL 1" O.A. NON -IMPACT 1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN INTERIOR 118" TEMPERED o SIDE GLASS 12 I I i r 1 3/4" I 1" MAX. 1 3/4' 314' AIRSPACE 318" MIN. GLASS i 318" BITE } DETAIL B3 N ODL NON -IMPACT GLAZING DETAIL MAX.4 UNITS EXAMPLE: OXXO, OXO, OX DETAIL A3 (6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT 19 518" MAX. D.L.O. O J Q Z C3 t-i C3 J4" O.A. VENT LITE M NON -IMPACT O m a, N N O O m in CL B m m Q Q x c m x t U- 1 /8" TEMPERED GLASS INTERIOR 3/4" O.A N SIDE I 1/2"AIRGAP J z INTERIOR 1/8"TEMPERED SIDE 1/8" TEMPERED LL t- j 0 W" GLASS a 1' MAX BITE EXTERIOR SIDE, 0 ` O cp O Z 314"AIRSPACE ui x z q 318" MIN. GLASS BITE -+ 1 117' 13 H O a DETAIL B3 DETAIL C3 ul $ z ODL SMART FRAME ODL VENT FRAME � -4 NON -IMPACT GLAZING DETAIL Addcndum to NAMI Certification 4: N1009887-R2 Reviewed by: TDW Date Reviewed: 03/06/2013 FBPE CERT.' .T N G O R Z O U o g a mm 2/20/2012 sca.e: NONE �Y* owG er: G.LUBBECKE cm B': S.SAFFELL A008731 5{�iTE.338 3004 snE- 3 of 7 NO.29578 i.. 1" MIN. i—r- 1"_MIN. 4 1 1" MIN. 1 1/2" MIN. EMS. + r `-/ 1 1 1/2" MIN. EMS. — 1 1/4" MAX. 1/4" MAX. 1" MIN. SHIM 1/8" SHIM 1/8" 1 1/2" MIN. SEE NOTE #7 _ SEE NOTE #7 INTERIOR EXTERIOR EMB. ON SHEET 1 ON SHEET 1 #8 X 3" PFH FOR STRIKE PLATE OUTSWING OPERATING UNIT V. INTERIOR VERTICAL CROSS SECTION 114" EXTERIOR HEAD JAMB MAX. SHIM SWING OPERATING UNIT SEE NOTE #7-j INTERIOR PTIONAL SURFACE:SGL71 ON SHEET 1 ZTICAL CROSS SECTION HEAD JAMB - v4- M r SMM SEE NOTE 97 ON SHEET 1 INTERIOR FIXED UNIT HORIZONTAL CROSS SECTION EXTERIOR OUTSWING SHOWN 1 112" MIN.! EMBED. OUTSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION HINGE DETAIL: TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) BOTTOM = 8 SCREWS (ITEM #8) Reviewed by: TDW Date Reviewed: 03/06/2013 OPTIONAL WOOD i OUTSWING OPERATING UNIT BOTTOM % % 1 OPTIONAL ENDURA SILL #FOB 4566A RAIL I i I 1"MIN. 4 1 �� `-------F � f 2 INTERIOR , f 1 4 ! 11 EXTERIOR 1 4 11 1 MIN. EMBED. r EXTERIOR OUTSWING FIXED UNIT VERTICAL CROSS SECTION HEAD JAMB OPTIONAL WOOD i BOTTOM RAIL INTEI #8 X 3" PFH FOR STRIKE PLATE ----------- ULA OUTSWING OPERATING UNIT OPTIONAL ENDURA SILL #FOB 4566A 1 112" MIN. EMBED. - 1" MIN —� �— 1" MIN —1 OUTSWING FIXED OR OPERATING UNIT VERTICAL CROSS SECTION ENDURA ZOSL4566 EXTERIOR i 1 / (-- 1"MIN —(— 1"MIN OUTSWING OPERATING UNIT W/ OPTIONAL SURFACE BOLT 4 1" MIN. VERTICAL CROSS SECTION 1 NOTES: ENDURAZOBL4566 / / 1 � FOR PLACEMENT OF ITW TAPCON .ANCHORS IN 2X BUCK OR 1X BUCK CONCRETENCRETE/fAASONRY ..�tl�►),I OPENINGS, SEE SHEET 5 ; j� 1"MIN. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE I 1/44 MAX. I DISTANCE ARE ACHIEVED. SHIM �� 111 1 MIN. ITEM #6. (#9 X 2 1/2") TWO SCREWS TO BE :- 1/2' NSTALLED IN TOP HINGE AT JOB SITE, EMBED. CLOSEST TO WEATHERSTRIP. 398�1� OUTSWING HINGE JAMB AT FRAME D HORIZONTAL CROSS SECTION ®.AT SILL, PLACE ANCHOR IN SILL CALF UAT=IAI F!'1R A/AYIAAIIM CI!OMGT FBPE NO. 29578 0 o 'r C O \ CD M 10 i) N N po 0000 'n G e o O J LL y f7 C X f� N O m w to 0 _j J LL Ln Q Q O � a z F zo O op 0o z In 0 L6 x oz 3: o ¢z •J '� IIQJJ U o > 0 z 0 o o n a U DATA 12)20(2012 sal,• NONE D%,. ay: G.LUBBECKE cm, -, S,SAFFELL DRM-411G N.: A008731 5HEET 4 OF 7 CONCRE T E/MASONRY 1" MIN. V MIN. 1" MIN. I"MIN.. CONCRETEINIASONRY 1" MIN. 1" MIN. VON. BYOTH11 M 1°MIN. 1" MIN 1' MIN. Cl "MIN. BY OTHERS OUTSWING OPERATING UNIT 1' MIN. 1 1/4' 1" M 5 1 1/4' EM ED VERTICAL CROSS SECTION OPTIONAL 1X BUCK MIN. t"NIN. Q tMIN5 11 MIN. d 5 EMBED C I I EMe. 5 n3 2 V 111� MIN. 2 OPTIONAL CONCRETE+ 2 EM ED -7— 1 WOOD MASONRY OTTOM RAIL � / i 1 BY THHERS .•• ; 1r / / / MAX. V4° / / I SHIM INTERIOR MAX- SHIM 1/8" MAX. EXTERIOR I 1� '. '/� SEE NOTE#7 EXTERIOR 1/4" EXTERIOR SHIM JINTERIC \ ON SHEET 1 MAX. SEE NOTE #7 SEE NOTE #7 INTERIOR SHIM INTERIOR ON SHEET 1 #8 X 3" PFH FOR EXTERIOR ON SHEETI OUTSWING FIXED UNIT as X 3' PFH FOR STRIKE PLATE _ / IOUTSWING OPERATING UNIT SEE NOTE 97 OUTS WING 0 ERATING UNIT STRIKE PLATE VERTICAL CROSS SECTION `t' PTIONAL ENDURA SILL #FOB 4566A ON SHEET 1 VERTICAL CROSS SECTION HEAD JAMB IEXTERIOR �•� HEAD JAMB INTERIOR 1 / • OPTIONAL I1/4'NIN. I J ii : WOOD I BOTTOM , RAIL ,. EMBED. OUTSWING OPERATING UNIT 1 114" MIN V utrERloR i 1 'a1� =.� / va• Max• W/ OPTIONAL SURFACE BOLT EMBED r- 3 5 , RIOR SHIM EXTERIOR VERTICAL CROSS SECTION V ; rEXTE O SWING FIXED OR HEAD JAMB / O ERATING UNIT \ 71�— 1" MIN 1" MIN I VERTI L CROSS SECTION EN URA ZOBL4566 1° II11N OUTSWING OPERATING U T .. a i 1"MIN VERTICAL CROSS SECTIO 7 114° MIN. EMBED e W/ OPTIONAL SURFACEEOL M \ INTERIOR I ENDURA ZOSL4565 0 o M c, 1' MIN —I m C) 8 1"MIN. 0 O Ln 1' N.ZOUTSWINGSHOWN 2?( \ HINGE DETAIL: \ 1 e R • SEE NOTE #7 TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CONC -NowI CENTER = 8 SCREWS (ITEM 98) MASONRY O m v ED UNIT ON SHEET 1 g By OTHERS a c X E 4X BOTTOM = 8 SCREWS (ITEM #8) EXTERIOR rn O m HL CROSS SECTION / v g � a 5 2 6 2X \ Addendum to NAMI 5 5 z 2 Certification #: N1009887- V MIN. Reviewed by: TDW 1" MINQ -J' 0 6 w / p TEPoOR Date Reviewed: 03/06/201 ( \ INTERIOR �j c \� a x� o V MIN. 0 1 1/4" MIN. 1' MIN. `SEE REhi #7 .�. Q N U IN. C C V 1" MIN. MIN. EMBED 1" MIN. I I ON SHEET 1 1 I Z O -' Z O O 1 '\ INTERIOR """111 1/4" MAX, III__— SHIM z Z j 5 2 re Q j 1 114" o I � Z J O 1" MIN. \�. ��---- �` u�� I 1' MIN. 1"MIN. I MIN. EMBED OUTSWING OPERATING UNIT w LU 6 � E d •�� _ENOTEk7 1" MIN' +MIN. HORIZONTAL CRASS SECTION 0 r p � z W 1" MIN. ON SHEET 1 5 1 1 + � +I 1 OPTIONAL 1X BUCK SEE - #7 0 m > Z 1/SHIM 5 'I L ON SHE p Ic� 1EMBEDN I 1,1111 •� : C H o car, 11/4"MIN. EMBED. I_ SHIN �'1 1"MIN. \� -* O �/ .• �j� Z O n U F a 7 OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME 1'MIN. _ `��rlL\.' .... \ Q '�` � �... O one: 12/20/2012 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 7 sau:: NONE _ * = NOTES: 'OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 4 4 1/4" MAX. SHIM "a T. fl E' OR£� Dwc BY: G.LUBBECKE aK er: $.SAFFELL EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETEWASONRY 1 117 MIN, %. BY OTHERS " Drsawus r<a: EMBED ITEM I76, (#9 X 2 1/2") TWO SCRE'NS TO BE INSTALLED IN TOP HINGE AT JOB SITE 70'NEATHERSTRIP. 398 LSfI AC `iTE. 338 A008731 ,CLOSEST OPTIONAL MASONRYlCONCRETE INSTALL 00 >AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB ��tt (NOT FBPE CER FtH�1AUTH`NO. 29578 s— 5 OF 7 SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED J 149" MAX. O.A. FRAME �6" TYP. — — 6"TYP. z r I ID7 ID7 O I 1 I I I � I O j A6 I t B A6 4 5 W -11 o� Ixl xl ,o 1 QF rl I i(� °' I I I E7 E71 12-0 X 6-8 OUTSWING (60) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 112 1/2" MAX FRAME a �6" TYP. _ _ 6" TYPm CL �U �O Z i I I I m r` 0 9-0 X 6-8 OUTSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) I T a io ~ l 0 l I I I �EL - ti v 105" MAX. O.A. FRAME TYP 1 4 5 3" 12-0 X 6-8 OUTSWING (60) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 112 1/2" MAX FRAME a �6" TYP. _ _ 6" TYPm CL �U �O Z i I I I m r` 0 9-0 X 6-8 OUTSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) I T a io ~ l 0 l I I I �EL - ti v 105" MAX. O.A. FRAME TYP 1 4 5 3" j ID171 ID7 I I I I 7 C7 1 I� x I 1� � x C 1 Ip I pl z I I iEI-- IE7I I I C a 75" MAX FRAME CD �6" TYP. 6" TYP. --I II 1 � U I r O I � I I , A6 � � a 5 xl to � I I 1 I I I I I 1 I 6-0 X 6-8 OUTSWING (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) Addendum to NAMI Certification #: NI009887-R2 Reviewed by: TDW Date Reviewed: 03/06/2013 8-4 X 6-8 OUTSWING (44) ANCHOR LOCATIONS (FROM EDGE OF FRAME) a a 9" TYP, 9"TYP.-- u 6'TYP. A o 6"TYP.00 • o C CO 3'TYP �9' P. a C a°i-� 1 `Y° t J % m E C X .. n � o rJ X J � � a DETAIL A6 z 0 z (12) ANCHOR LOCATIONS AT MULL ID z T o POST OR DOUBLE -BACK JAMBS u; o (3-0 SIDELITES ONLY) 3 ry z w w o cn 0 `,5�►111(1!)fr O o ` 0 J .0* • o I • j • CIS Dare: 12/20/2012 7 scxe NONE o' TA D}va as G.LUBBECKE R t? O�iE O cm& BY: S.SAFFELL 398 !,,,,30 4.338 A008731 FEIPE CERT.�,AIAUTH. NO.29578 sH- 6 of 7 37 112" MAX. O.A. FRAME &TI W 2 3 NOTE: m SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR co IS REQUIRED 6" TYP. 3-0 X 6-8 OUTSWING �-1 6" TYP T CL (15) ANCHOR LOCATIONS SIDELITE / ACTIVE PANEL (FROM EDGE OF FRAME) 74" MAX. O.A. FRAME TYP.--j 6 111 1/2" MAX. O.A. FRAME 1 6" TYP.--! TYP. T J D D7 I D71 D7 I I I I I B7 I I a } j I T IifI EI A6 I E7 TE7� a o �E7 E7 I I -0 I _ I a s 6-0 X 6-8 OUTSWING 4 s 9-0 X 6-8 OUTSWING ANCHOR LOCATIONS (FROM EDGE OF FRAME) (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) MAX. O.A. �-53' MAX. O.A. FRAME FRAME 3" TYP. 6" TYP 3" TYP. �-- � a a. LL I a_L 0 a s 0 I X i �C3 ro 1-2 X 6-8 SIDELITE I 4-2 X 6-8 OUTSWING 68 1/2" MAX. O.A. FRAME 89112" .MAX. O.A. FRAME I— I 3" TYP. II �3" TYP. 1 6" TYP.— ► L Ll �e c .oc�m A ID7 D7I o ' `, o m�ry� N O I I I I nEL o m Io> I I I i o J 12m� 7 C 7 B7 I c i; « n E o co r O 'I` O O � �(I` I ' � �E7 Q IE7 T I a o O x 5-4 X 6-8 OUTSWING `r - Addendum To RAMI — 7-2 X 6-8 OUTSWING 5 4 z z co p (14) ANCHOR LO NS (24) ANCHOR LOCATIONS (30) ANCHOR LOCATIONS Certification #: Nt009887-R2 (38) ANCHOR LOCATIONS ui x m (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 6" NP' 31, TYP (FROM EDGE OF FRAME) Reviewed by: TDW (FROM EDGE OF FRAME) 5" TYF. _Q. TYP. 3" TYP.--I J '2 z 6_"TYP Date Rcvicwcd: 03/06/2413 w o 3 6" TYP' F- i I " P. ti o 3" TYP., I i 2 #8 X 3° PFH IIl 1 1 t1!/,OF o SCREWYO z 10ir x �� oaE: 12/20/2012 tBOLT BOTTOM SHOOT O X �( DETAIL B7 INSERT PLUG .7 NONE i * = * oar,. ay: G.LUSEECKE (12) ANCHOR LOCATIONS 4 s) v •. T • a DETAIL C7 PASTRAGAL A F 4 cnKer: S.SAFFELL i AT ASTRAGAL STRIKE PLATE % (6) ANCHOR LOCATIONS AT MULL DETAIL D7 DETAIL E7 3s8�dA ASHa6ii,TE. 338 A008731 POST OR DOUBLE -BACK JAMBS 1-2 SIDELITES ONLY HEADER STRIKE PLATE SILL PLUG INSERT D ��'13004 4 Y J AT ASTRAGAL AT ASTRAGAL FEIPE CE !d��k�H. NO.29578 SHEET 7 of 7 —� JELD-WEN DOOR INSTALLATION DETAILS CONTOURS PREMIUM STEEL WOOD EDGE FULL LITE NON -IMPACT INSWING UP TO 12'-0" X 6'-8" GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) 8 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO TAS 202-94, ASTM E330-02, E283-04, E331-00 AND AAMA 1304-02. 2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL HAVE A MINIMUM Fc OF 3000psi OR MASONRYICMU SHALL CONFORM TO ASTM C90. 4. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 6 & 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NON-IN;PACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN DOCUMENT #J11105 (INSTALLATION INSTRUCTIONS FOR D.L.O. PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN SHT. #: WEBSITE: JELD-WEIV.COINLEARMRESDURCESI INSTALLATION 8 FINISHING/. 6�FLORIDA APPROVED SHUTTERS ARE NEEDED -1 (� ci WHEN IMPACT PROTECTION IS REQUIRED. o Lu ci 7E INTEGRAL MULL POSTS 8 DOUBLE -BACK JAMBS - x O ARE INTERCHANGEABLE. SEE SHEET 3FOR Lu 6 qQ # MULLING INSTRUCTIONS. Z LL B. ALL FASTENERS IN WOOD SHALL ? x O BE COUNTERSUNK 3116' DEEP. z w EXAMPLE: 3116"--1 wvi T 371/2" MAX. O.A. FRAME TYP. 1 (J w =I wI za Ia 1 ta. z¢j Q ' ACTNE 3-0 X 6-8 EL 149" MAX.FRAVE 11 112" MAX. FRAME 37 1/2" MAX. FRAME TYP, 0 LJ i INACTIVE JA ACTIVE [_ 7D1ULL POST J �DABLE BACK JAMS MULL SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS MPACT LITE REQUIRING OP-55OR LESS 12-0 X 5-8 ELEVATION SEE SHT, #3DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) TABLE 1 DESIGN PRESSURE RATING: SIZE QUALIFIES: FULL LITE NON -IMPACT ACTIVE PANELS WITH OR W/O SIDELITES 6 MAX. PANEL WIDTH = 35 3/4" 6-8TALL SYSTEMS: (XX) (XXO) (OXXO) (X) (OX) (XO) (OXO) WITHOUT SU CLTS:4 WITH BOLTS: SURFACE BOLTS AND OOL SMART FRAME INSWING POSITIVE + 55 fSURFACE 66 + 60 NEGP,TIVE COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25' MAX. THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (B.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W11 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3116" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT STEEL AS REO. 6 #9 X 2 1/2" PHILLIPaE.LATHEAD. WOQR SCREW STEEL 2 OR4 7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL JAS REQ. 8 #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 122 OR 44 9 1" O.A. IG NON -IMPACT FRAME BY ODL PolypropyleneWOR10 KWIKSET LOCK SERIES 400 STEEL11 KWIKSEr DEADBOLT SERIES 790 STEEL12 1" O.A. IG NON -IMP. SMART FRAME BY ODL Polypropylene13 3/4" O.A IG NON -IMPACT VENT UNIT BY ODL Polypropylene OVERHANG LENGTH * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS M THIS REQUIREMENT, PRODUCT SHALL BE USED c rn M WHEN INSTALLED AT LOCATION PROTECTED BY A m OVERHANG SUCH THAT OVERHANG (OH) RATIO = o m 6 OH LENGTH - OH HEIGHT IS 2—:1.0 ` 1 w r o m Addendum to NAIDff OVERHANG j t 0 �d a Y m �LLvv Certification #: N1009887-R2 RATIO= w a Reviewed by: TDW o o k L i R '� Date Reviewed: 03/06/2013 MAX. FRAME r —75" MAX. FRAME--1 f —----112 10 MAX. FRAME I f 112 10MAX. FRAME 6-0 X 6-8 (OX) 6-0 X 6-8 (XO) SINGLE (X) 61 (0) 1-74" MAX. FRAME ---I Digitally signed by Hermes F Norero, P.E. } --- —' - �`. Reason: I am approving this document < Date: 2013.02.19 20:03:21-05'00'LU .„ 22 1 7YP. SHEET INDEX _ SHEET # DESCRIPTION m LL Tqp 1 SENERAL N97ES, B.O.M, & ELEVATIONS FOR 3-0 PANELS & SIDELITES 6. 2 ELEVATIONS FOR 3-0 PANELS AND 1-2 SIDELITES 3 INSWING BOX MULLING DETAILS 4 INSV41NG VERTICAL AND HORIZONTAL SECTIONS IN VJOCO •% 5 INSKING VERT. AND HORIZ. SECTIONS IN MASONRY/CONCRETE INACTIV£yj.. ACTIVE 6 ANCHORING DETAILS '6. 7 , ANCHORING DETAILS FIXED I B LI ACTIVE I LI-Irl FIXED 9-0 X 6-8 (OXO) 9-0 X 6-8 (OOX OR XOO) 111 1/2" MAX. FRAME�i 6-0 X 6-8 (XX) - SURFACE BOLTSNOT QUIRED FOR APPLICATIONS REQUIRING OP-55 OR LESS 9-0 X 6-6 (OXX OR XXO) le nl FIXED ,I INACTIVE ACTIVE FBPE tz J In J _I Z LLL Q f z z cc o� w `n 'Q Z > pm LL1 xo J 0 w Z C J W w cif O c z I—ii o w w care 12/20/2012 i _ scaL: NONE 7i —_ ovx er: G.LUBBECKE �i aLtiev, S.SAFFELL '� BT 33B ORFVYII/G t10.: a A008730 0.2957E SHEET I - 7 105' MAX. FRAME 89 1/2" MAX. FRAME 151/2" MAX. D.L.O. FRAME TYP. SHT. t#3 D S C) r \ r \ o �w J w 0 it • W _X w rn FIXED .42 INACTNE ACTIVE FIRE 89 112" MAX. FRAME 74' MAX. FRAME 15 1/2" MAX. FRAME TYP. � � r e • \ / r INACTNE ACTIVE ULL POST �DOUBLEBACK 7 JAMB MULL SURFACE BOLTS NOT ED REQUIRED FOR APPLICATIONS REQUIRING OP-55 OR LESS 84 X 6-8 ELEVATION 7-2 X 6-8 ELEVATION DOUBLE DOOR W/ 1-2 SIDELITES (OXXO) DOUBLE DOOR W/ 1-2 SIDELITES (XXO OR OXX) NON -IMPACT LITE SEE SFIT. #/3 53" MAX. FRAME --{ 53" P1AX. FRAME r68 1(2" MAX. FRAME-1 c; I 37 1/2" MAX r FRAMEco c❑ m_ r t r 195/8" aMO W MAX. = D.L.O. w Z2 7Q 9 • 6 • e • X < • O IL >. Li ul � �o ACTNE FIRE ACTIVE FIXE ACTIVE fXEO FIRE acnvE 4-2 X 6-8 ELEVATION 4-2 X 6-8 ELEVATION 54 X 6-8 ELEVATION 3-0 X 6-8 ELEVATION DOUBLE (OX) DOUBLE (XO) TRIPLE (OXO) VENT LITE (X) m q Occ m O^ N N O 0 covoi o o m LL V J r v z M C 7< N n m L u- le Y a J 7 LL a � F 0 m � a Z 'D F w x � o ti LL Lu W 0 O —``Illlllllll/�7 F O U d o OaiE: 12/20%2012 NONE 7 _ * ' DvrG BY: G.LUBBECRE cHx. BY: S.SAFFELL HER F 0(7E Z :� p► 7.'*0 338 198 Dt DP Wlw W-: A008731 3 004 ITH. -Er 2 OF 7 FBPE. CER NO.29578 MAX.4 UNITS EXAMPLE: OXXO, OXO, OX APPLY DAP ALEX PLUS SILICONE 6- #8 X 2" OR EQUIV. BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. 1 6" MAX. D.L.O. f z VE ODL i" O.A. NON -IMPACT ODL I" O.A. NON -IMPACT 1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN INTERIOR 1/8"TEMPERED SIDE _r_i Acc 1/8" TEMPERED 9 5/8" MAX. D.L.O. O J I O I I �n I— C3 ,— C3 ODL 3/4" O.A. VENT LITE a NON -IMPACT o o O0 m 0 N m a oK O cl O J v N C z M M X I, E O m LL w t:: INTERIOR 3/4" O.A. SIDE 112" AIRGAP CAz 12 INTERIOR 1/8"TEMPERED Z) u. 0 SIDE t/6"TEMPERED F � a O _ t" MAX. 1 314" 1" MAX. 112"GLASS EXTERIOR BITE SIDE z )3/ .L_ 1 Ozx 314"AIRSPACE 3/4"AIRSPACE 318" MIN. GLASS 3/8" MIN. GLASS8" BITE BITE 1 1/2' — DETAIL B3 DETAIL 63 13 DETAIL C3 w N o Z DL NON -IMPACT GLAZING DETAIL ODL SMART FRAME ODL VENT FRAME NON -IMPACT GLAZING DETAIL �� IIUH CT G ° o DETAIL A3 (6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT 0 o 0 •• 'i �`Ue O DAIS: 12/20/ 012 7 s:NONE oti _ BY: G.LUBBEC<E A F t�OEiE cHw er: S.SAFFELL Al 398 fSj1 ` FBPE CER �Fil��AUTH. � .� 0 ` 004 338 NO.29578 DMMM Hn: A008731 SHE-1 3 off 7 1" MIN. I - 1" MIN. ri 4 1 1'MIN. I i 1" 1 112" MIN. EN,$. , T� 1 1 112" MIN. EMB. 1/4" 1/4" MAX. MAX. SHIM 118" SHIM SEE NOTE #7 SEE NOTE 97 ON SHEET 1 INTERIOR ON SHEET 1 #8 X 3" PFH FOR STRIKE PLATE OUTSWING OPERATING UNIT INTERIOR VERTICAL CROSS SECTION EXTERIOR HEAD JAMB OUTSWING OPERATING UNIT W/ OPTfONAL SURFACE SOLI VERTICAL CROSS SECTION HEADJAMB 1"MIN. FEXTERIOR 1 1/2" MIN. EMB. 1/4" / MAX. SHIM SEE NOTE #7 INTERIOR ON SHEET 1 OPTIONAL WCOD OUTSWING OPERATING UNIT BOTTOM `I OPTIONAL ENDURA SILL #FOB 456CA RAIL ! �� i 1"MIN. 4-------(-- � f 2 INTERIOR 1 4 r ' j EKTERIOR 1 4o �1 it EXTERIOR 1 1/2" MIN. EMBED. OUTSWING FIXED UNIT 2 VERTICAL CROSS SECTION HEADJAMB 1 V2•MIN. 1f4" - HINGE DETAIL: EMBED. sHm TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) j BOTTOM = B SCREWS (ITEM #8) r 1' MIN SEE NOTE #7 OPTIONA �ON SHEET 1 O 8 WOOl , j INTERIOR Z%( 6 3 BOT IL M/% 1•MIN. 8 / 2X �- INTERIOR / \ j 4X #8 X 3" PFH FOR STRIKE PLATE FIXED UNIT HORIZONTAL CROSS SECTION / _ — — — l 1 4 4 i 4 1 EXTERIOR OUTSWING SHOWN i OPE UNIT NG NG — Y Y OPTIONAL EINDURA Siltrl #FOB 4566A 1 1/2" MIN. EMBED. 1" MIN — 1— 1" MIN — OUTSWING FIXED OR OPERATING UNIT VERTICAL CROSS SECTION ENDURA ZOBL4566 EXTERIOR j ` 1"MIN 1"MIN OUTSWING OPERA WI OPTIONAL SURF 2�1" MIN MIN 11/2" MIN. EMBED- IINTERIOR � SEE NOTE #7 1 ON SHEET 1 1,14"MAX /4"MAX. S. IIM 4 1" MINQ2 1" MIN. 1 1/2" MIN. 3� EMBED. VERTICAL CROSS NOTES:ENDURA ZOBI FOR PLACEMENT OF ITN NCHORS INZX BUCK OR 1X BUCK CONCRETE/ IIIiOPENINGS, SEE SHEETS1" OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS4 LONG AS MINIMU14 EMBEDMENT AND EDGE 7 DISTANCE ARE ACHIEVED. ITEM #6, (#9 X 2 1,'2") TV/O SCRE'NS TO BE 1 }E TaT P INSTALLED IN TOP HINGE AT JOB SITE, Fjl CLOSEST TO WEATHERSTRIP. 398 ACIi OUTSWING HORIZONTAL LATCH JAMB AT FRAME SECTION OUTSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION ID AT SILL, PLACE ANCHOR IN SILL DtA"' f. IVAU CROSS BASE MATERIAL FOR MAXIMUM SUaPORT. FBPE CE w z M l) ILL V Q • z f NN 00 —0 00 W x z 3 IG UNIT o 3 N ¢z -4 — E BOLT w :CTI O w o > I a' w (7 n O Q K F- O o 12/20J2012 ALE: NONE mvc, BY: G.LUBBECKE -1 sY: S.SAFFELL IE �� A00 8731 Oa P."TE.338 M 004 sH— 4 of 7 NO.29578 CONCRETE/MASONRY 1" MIN. 1" MIN. 1' MIN. V MIN. CONCRETE/MASONRY 1"MIN. 1"MIN. BY OTHERS — 1' MIN� 1' MIN BY OTHERS OUTSWINGCAL OPERATING UNIT I' t"E vm- 2MIN. 1' MIN. 1° MI 1• MIN. 1 1 114• VERTICAL CROSS SECTION t^ InIN. 1 t t a S EMBED 1WIN."MIN' b OPTIONAL 1X BUCK MIN.1' MIN. 1 114" EMBED p Q MIN. 5 5 71f4" L 2 p OPTIONAL CONCRETEI 3 EMBED BOTTOM RAIL i MIN WOOD AS BY OTOHERS 1/4" MAX. V4 • • �- 114^ 1 % i SHIM INTERIOR MAX- 1/b" MAX. / 1 �, SEE NOTE #7 EXTERIOR f 1/4' / EXTERIOR SHIM SHIM / EXTERIOR i ON SHEET 1 MAX. SEE NOTE #7 SEE NOTE #7 J INIERIO INTERIOR / SHIM INTERIOR ON SHEET ON SHEET } OUTSWING FIXED UNIT #8 X 3" PFH FOR / OUTSWING OPERATING UNIT #8 X 3' PFH FOR EXTERIOR STRIKE PLATE SEE NOTE #7 OUTSWWG 0 ERATING UNIT STRIKE PLATE VERTICAL CROSS SECTION Y OPTIONAL ENDURA SILL #FOB 4566A ON SHEET 1 VERTICAL CROSS SECTION HEAD JAMB [EXTERIOR j E HEAD JAMB INTERIOR i �� OPTIONAL WOCO 5 3 BOTTOA' - 1EMBED. 5 1 - OUTSWING OPERATING UNITt� RAIL 11l4"MIN. p ' , W/OPTIONAL SURFACE BOLT EMBED 4UTERIORI !" 1 ice/ "r tla^ MAX VERTICAL CROSS SECTION Q 3 5 (EXTERIOR OUTSWING FIXED OR SHIM EXTERIOR HEAD JAMB I ! OPERATING UNIT I^ 1" MIN 1" MIN -i VERTICAL CROSS SECTION 1• MIN p \' OUTSWING OPERATING UNIT MIN. a ENDURA ZCBL4566 1 11" 1^Mlv. VERTICAL CROSS SECTION EM4seD W! OPTIONAL SURFACE BOLT NTERIOR ENDURA ZOBL4565 0 m 30 II N m C N t' MIN. \\ 1' MIN. ?X \ \ HINGE DETAIL- C O oo w L SEE NOTE #7 TOP = E SCREWS (ITEM #8), 2 SCREWS (ITEM #5) C RETEMIASONRY 3 1 O FIXED UNIT ON SHEET , g CENTER = 8 SCREWS (ITEM*) BY OTHERS ii BOTTOM = 8 SCREWS (ITEM #8) Q m E c m HORIZONTAL CROSS SECTION 4X Q EXTERIOR M Y LL OUTSWING SHOWN Q 5 ' 2 6 X \ $ ( z / 1" MIN. O 2 / 1 2 7 �i / 1' MIN En W / LL EXTERIOR INTERIOR a E z 1' MIN. I 1 114" MIN. t" MIN. p 1" MIN. EMBED SEE ITEM #7 £ � Z Q Q 1" MIN. CN SHEET 1 Z O O "MIN. i 1"MIN. 1/4' MAX. 1� Z 1 '\ INTERIOR / 5 1 SHIM ui C1 r / 1 1/4' J O Q 0 1. IN. MIN. EMBED -ryi t" MIN. OUTSWING OPERATING UNITLu Q EE NOTE #7 1" MIN 1"MIN. \ HORIZONTAL CROSS SECTION FW' • o � Z 1 MIN. I ON SHEET 1 5 OPTIONAL 1X BUCK N o > 1 NOTE#I� z �Ij` 1/SHIN I ON ��t111111 G o 0 3 11/4"MIN. SHIM —t — 1EMBED. �� F. 0 �� O a r EMBED. 1' MIN. `�� N ,c� �ii (� OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME ,MIN. ��.: •.� one 1212012012 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 7 suLE: NONE 1/4" MAX. Dxc a: G.LU88ECKE NOTES: SHIM 0 T T = OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ;NtG 4 RI F �OFZEJ{0 cHc sr: S.SAFFELL EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETEnsoNRY 11/2"MIN. BY OTHERS EMBED �� 1 DM%VM Nv.: �ITEM23004 q6, (#9X 2 1/2")TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY!CONCRETE INSTALL 398 A�H�`�T E. 338 A008731 3DAT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. (NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB FBPE CEA Ij�tAUT�H. NO. 29578 ISHEET 5 of 7 6" TYP. 2 3 J" w A6 NOTE: w SHIM FOR SUPPORT AT Q O OR NEAR EACH ANCHOR IS REQUIRED I X � I m I ti 0 cc t I I�-6" TYP - Z I I 7 I a A6 � 0 a LL LL � I I � I co I a } 149" MAX. O.A. FRAME - - 6" TYP, --{ C° 77 1- D71 ID7I I B A6 4 5 Ixl x o 1 I I I 1 tU �0 I � E7� IE71 I I I 1 12-0 X 6-8 OUTSWING C (60) ANCHOR LOCATIONS (FROM EDGE OF FRAME) a 105" MAX. O.A. FRAME 3' TYP. 4 5 3" TYP. 1 ~ D'7J_ ' IIN I + j l I 1 87 C to I I I I oI � I 1 I I I I � E IE7I I I 8-4 X 6-8 OUTSWING :o (44) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 9• TYR 91 TYP. an o a m a TTYP. O �6' TYP. o C75" MAX FRAME 3" a -r m 112 1/2" MAX FRAME n a 3" P. e 8" TYP.-- { �6„ TYP. - 6" TYP.- -{ � ~ 1 w ^ E. c x U f T U M Y a u I 0 O 1 F I I I I I I I 0 x J I 1 I I I I 5 ZOO A6 4 5 i A6 4 X ` a� X I I O DETAIL A6 z z 1 i I 1 (12) ANCHOR LOCATIONS AT MULL 0"9 0 I I I I io POST OR DOUBLE -BACK JAMBS LLi xo z I I I I I I I (3-0 SIDELITES ONLY) J a w c z U) 0 m In - a �tuuuiUi G o 9-0 X 6-8 OUTSWING CD 6-0 X 6-8 OUTSWING ` `� �� 8 z ° (46) ANCHOR LOCATIONS (32) ANCHOR LOCATIONS �.`� �� .... ., �Q� `�� 2 (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 12/20/2012 7 i'O ALE:N014E 0ws BY: G.LUBB°CKE F O�iE cna.w: S,SAFFELL 39e A� `�PLC .338 0 111 004 A008731 FBPE CERTIdOIAUTH. NO.29578 —ET 6 of 7 371/2" MAX. O.A. FRAME a w 1 / Q Of / 2 3 X NOTE; p SHIM FOR SUPPORTAT OR NEAR EACH ANCHOR cO IS REQUIRED �-1 6" TYP T 3-0 X 6-8 OUTSWING (15) ANCHOR LOCATIONS SIDELITE/ACTIVE PANEL (FROM EDGE OF FRAME) O.A. FRAME 6" TYP.-+-� 6" TYP. D7I + I I B I } � s 6-0 X 6-8 OUTSWING ANCHOR LOCATIONS (FROM EDGE OF FRAME) MAX. O.A. FRAME 3" TYR 53" MAX. O.A. FRAME 6" TYP 3" TYP. �— a Qa d � I I ion Lu C7 0 X O 4 5 O I x 2i 4 5 2� �O o 68 1/2" MAX. O.A. FRAME Imo-- 3" TYP. 1-2 X 6-8 SIDELITE 4-2 X 6-8 OUTSWING 5-4 X 6-8 OUTSWING (14) ANCHOR LOCATIONS (24) ANCHOR LOCATIONS (30) ANCHOR LOCATIONS ( ) ) 3" TYP (FROM EDGE OF FRAME) FROM EDGE OF FRAME (FROM EDGE OF FRAME 6 �P' _) --9" TYP. 9" TYP. 3° TYP.—►� /� 6" TYP. 6" TYP. T d CU 0 11 1J2' MAX. O.A. FRAME 6" TYP I I T I I I 137 ` A6 XI I xl I 0 I I I E71 �E7I 9-0 X 6-8 OUTSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 891/2" MAX. C.A. FRAME �3" TYP. 1 6" TYP.—�-{ - I �a . O -p O L'1 01 D7 N q C O m u�i I C7 67 I >c rriEco:X M h p L B M Y 6. I v I I I I I Q �E7� T71E71 0 7-2 X 6-8 OUTSWING (38)ANCHOR LOCATIONS (FROM EDGE OF FRAME) 3" T`.'P. I I" TYP. 1-" 2- #8 X 3" PFH v SCREW O /� 0 0 01 1- BOTTOM SHOOT X X DETAIL B7 =4421� BOLT INSERT PLUG (12) ANCHOR LOCATIONS a 5) 1- TOP ASTRAGAL AT ASTRAGAL DETAIL C7 (6) ANCHOR LOCATIONS AT MULL STRIKE PLATE DETAIL D7 DETAIL E7 ' POST OR DOUBLE -BACK JAMBS HEADER STRIKE PLATE SILL PLUG INSERT 4 5 (1-2 SIDELITES ONLY) AT ASTRAGAL AT ASTRAGAL FBPE %%I1111►/,l J � U- LL � ° z � 5 4 O'D z p w x u o z w Z �n 00 � w O O o z � 'p �, O � "n,E: 12/2012012 scaEe:NONE Dm an G.LUBBECKE cm Er: S.SAFFELL No.: Q tTE 338 00 A008731 3004 SHEET 7 Q4' 7 NO.29578 398 East Dania Beach Blvd. BUILDING DROPS Suite338 Dania Beach, A Perfect Solution in Every Drop 954.399.8 33004 478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.corn Product Evaluation Report Of JELD-WEN, inc. Contours Premium Steel Wood Edge Full Lite Outswing Door for Florida Product Approval FL# FL Report No. 2293 Florida Building Code 2010 Per Rule 9N-3 Method: 1— A (Certification) Category: Exterior Door Assembly Sub — Category: Swinging Exterior Door Assemblies Product: Contours Premium Steel Wood Edge Full Lite Non -Impact Outswing Door Material: Wood/24 Ga. Steel Product Dimensions: 12'-0" x 6'-8" (Maximum) Prepared For: .1ELD-WEN, inn. 3737 Lakeport .Blvd. Klamath Falls, OR. 97601 Prepared by: .Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 01/14/2013 Contents: Evaluation Report Pages 1 -- 5 s� ``,��tttiiti'ttt��i DES ,F.. O �- O 7 O Digitally signed by Hermes F Norero, P.E. 4�." NAL Reason: I am approving this document Herm 1" 6� ro`P.E. Date: 2013.02.19 19:56:40-05'00' Florida No. 73778 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 01/14/2013 Certificate of Authorization:29578 Report No: 2293 Manufacturer: JELD-WEN, inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Contours Premium Steel Wood Edge Full Lite Non -Impact Clutswing Door (Non -Impact) 12'-0" x 6'-8" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does 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 herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions A008731, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVH7_)_ 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A008731 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A008731 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date; 01/14/2013 Certificate of Authorization: 29578 Report No: 2293 Certification Agency: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) 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: • TAS 202-94 • ASTM E 330-02 • ASTM E 283-04 • ASTM E 331-00 Referenced Data: Reports to qualify use of 25 Ga. Steel bottom rail: 1, Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-110-11987-1, Report Date: 04/06/2009 2. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-110-11988-1, Report Date: 04/06/2009 Reports to qualify use of 1.688" x 1" wood bottom rail: 3. Product Testing performed by Certified Testing Laboratories, Inc. (FBC Organization # TST1577) Report #: CTLA718W, Report Date: 11/18/2001 The use of either the 25 Ga. Steel or wood bottom rail is permitted for use with steel door at the design pressures listed herein. 4. Certification Agency National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 01/14/2013 Certificate of Authorization:29578 Report No: 2293 6. Component Material Testing of CIDL HP Polypropylene (Spartech PP5330-C13 & BASF HP -Pro) by Testing Evaluation Laboratories, Inc. ASTM D 1929-96, ASTM D 2843-99, ASTM 635-03, ASTM G26-95 & ASTM D 638-03 . Report #: TEL 013110297-A,B,C,&D Report Date: 12/01/201.0 Report #: TEL 013110299-A,B,C,&D Report Date: 12/01/2010 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the 2010 Florida Building Code. Jeld-Wen, Inc. has tested their products to the following test standard edition(s): 1) ASTM D635-03 2) ASTM D1929-96 3) ASTM E84-08 4) ASTM G26-95 Chapter 35 of the 2010 Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM D635-06 2) ASTM D1929-96(00)e01 3) ASTM E84-07 4) ASTM G155-05a After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the 2010 FBCincluding HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: O 4/201.3 Certificate of Authorization: 29573 Report Noo:: 2293 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood frame substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood frame substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is 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. 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 minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A008731) for anchor spacing and more details of the installation requirements. Design Pressure: Using Surface Bolts: Design Pressure _Positive 66 PSF Negative 66 PSF Without using Surface Bolts: Design Pressure Positive 55 PSF Negative 55 PSF Installation Methods: Refer to Installation Instructions (A008731) for installation methods, anchor locations, and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5