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Home My WebLink AboutSUBMITTED PAPERS03/04/2009 11:31 77246215717 SCANNED BY St. Lucie County ST LUCIE CO --u St. Lucie Gounty Building & Zoning Departmen 2300 Virginia Avenue Fort Pierce, FL 34982 772.462-1553 PAGE 01 •11 - Permit dumber: APPLICATION FOR REPLACEMENT OF WINDOWS; SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS SEE REVERSE SIDSFORINSTRUCTIONS DATE:_ 1. LOCATION/SITE ADDRESS:� / ?Iqy � L-�L 1U 0 2. PARCEL ID NUMBER: I �'f 20 2,- 000/q 000 - o - SBCT TWP�qS RNG el MAP Jj�j 7_NG LU Qfl 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR ✓ MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name: R O 6 ` FL Reg/Cert #: P(' Address: ai 4'S4 I'P_�41�� County Cert #: 2-t`{ 3 3 City:. E 1 erC State: Business Name: Zip: `z'- Pbonc: ��a • �°'S`�t�� __ - JOpening Design Pressure Design ^ Windows, Swing Doors, A.S.C-E - 7 Pressure MAnufacttirel Model M I Method of Attachment # Skylights, Fixed Glass Product Florida Product Approval +x 1 1120 mph 30 mph 140 mph Windows & Skylights Ez o6ure B Exposure C Overhead Garage Doors < 30, • F.B.C. Tah)c 1609.6 (1) + 1609.6 (2) B- Size C- Size VALUE OF CONSTRUCTION: S � -- -/a FEES DUE: RECEIPT: OWNERS AFFIDAVIT. I certify that all of the information contained in this application ,c correct and that a)I work will be done in compliance with all applicable laws regulating construction and Zoning PRINTQUALMERS/OWNERS NAME STZNATURE OF QUALTJE WNER STATE OF FLORIDA. COUNTY OF \i� rS `�1 ACKNOWLEDGED BEFORE METINIS �_ DAY OF L2n� HAS PRODUCED AS IDENTIFICATION WJtO IS PERSONALLY KNOt41, TO ME OR WHO SIGNA EOF OTA -rvr OR INTNAMEOF OTARY Trt LE N9rARY rue COMMISSION NUNIVER YOUNG ANGS�ELA .� :•= MY COMMISSION 0 EE188835 EXPIRES April 12, 2016 1, (4DY) 3�3-0i53 FlorktallotarySt�pvirs.�m F G E :_'-�Llo D , .t� l B 36" X 80" i ------------ 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. SEE GLAZED AREA CALCULATION SHEET FOR OPENING RELATIVE PERCENTAGES. 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 1 4 36.1 1 -39.3 FL12769.3 55.0 1 -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 3 IN WILLIAMS RESIDENCE 2144 KEEN ROAD FORT PIERCE, FLORIDA DOOR REPLACEMENT PLAN F:101 Wind 10400 Series C&C 1010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF)-ZONE 4 Roof ributa Area S Ft � �'-�,.�'�`ti. H 30 15 20 5 30 35a �44 45 51 1.0 -40.0 -39.3 - 8.7 -38.3 3fi,9,1 `=3�67.73 ''�3.0 0 -15 ft 7 8 +36.8 +36.1 5.5 +35.1 +34.7 1 4;4- .+.3'41.1` ^�-33 8% -4L6 -40.5 - -39.3 -38.8 3 .4 =381, -3':6 +383 +37.3 +36.6 +36.0 +35.6 +3'S.2 ;+34 9• ,J08 +34.6 +34_ :3' -42.1 -41.1 -40.3 -39.8 -39.3 -38`9z :.38 --38,_ _ 3 .0- 17 ft +38 8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 ``+35A); ^t34.7 -42.6 -41.6 -40.8 -40.3 -39.8 -319 )+8f7 4L�36 18ft +39.3 +38.2 +37.5 +36.9 +36.5 31 0 5.4 435.2, -43.1 -42.0 -41.3 -40.7 '40.3 -399' ZB9�5y -g9:2(,3' 8:92, 19 ft +39.7 +38.7 1 +37.9 1 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 20 ft +40.2 +39.1 1 +38.3 1 +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 1 +38.7 1 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 -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 1 +37.3 +37.0 +36.7 -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 -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 +39.3 +38.0 +37.7 -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 ft +42 4 +41.3 +40.5 1 +39.9 +39.4 +39.0 1 +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 +39.3 +38.9 +38.6 +38.3 -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 -4ZS -42.2- 28ft 1 +43.0.0 +4Z.0 +41.2 +40.5 +4 + �'� 39.6a .. 392 ^ .+ 38.9 +38:6- -47.1 -46.0 -45.1 -44.5 -44.0 4 .6[ =43.1 'y42t9' ^4 `6 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 Z+39 5. +�39!I2 a+3g:9i -47.4 -46.3 -45.5 -44.8 -44.3 -4 9 a435` �43`.2 -42 9. 30 ft +43.7 +42.6 1 +41.8 +41.1 +40.6 +40'.2 :339 8 0+39.5 '49.Z* -48.1 -46.9 -46.1 -45.4 -44.9 -44'.5S �z44 ^ tt43� 94�S` 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +4,0-34.0; :=+�359'..�57 1 �4�15835f+45.2 I��,l , +44.0 +43 +42.5 42.0 4 5 -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 �4�2J -4445:9? , 40ft +46.5 +45.2 +44.4 1 +43.7 +43.1 1 +42.7 +42.3 +41.9 +41.6 -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 1 +42.6 -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 soft +48 7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 ft +497 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 60 ft +50.6 1 +49.3 +48.3 1 +47.6 1 +47.0 +46.5 +46.0 +45.7 +45.3 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 5 Roof Tributa Area S Ft -) eight 10 15 20 25 30 35 40 1 45 50 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 0 -15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 -51.3 -49.3 -47.8 A6.7 -45.8 A5.1 A4.4 -43.8 -43.3 \16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 �17ft -52.0 -49.9 A8.5 -47.3 A6.4 -45.6 -45.0 -44.4 -43.8 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 p -52.6 -50.5 A9.0 -47.9 -47.0 -46.2 A5.5 -44.9 -44.4 '4 +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 .,19ft -53.2 -51.1 -49.6 -48.5 A7.5 -46.7 -46.0 -45.4 -44.9 +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 20 ft '53.8 -51.7 -50.1 -49.0 A8.0 -47.2 -46.5 -45.9 745.4 +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 L41-r_ -+�47,1L -46.4 -45.8 21 ft +40.6 +39.5 +38.7 +3 : - 3-+ 7' ^+3Z3 + 63+ 9` +36; 0 +36.3 -54.9 -52.7 -51.2 5' .0kr =O9 0 87� =4`.5r 1=40..8 -46.3 22 ft +41.0 +39.9 +39.1 +38,54 _,38 0 +371,6 zt37 3+', 7.0 +36.7 23 ft -55.4 -53.2 -51.6 -5p.41" �49 5_ 4&fj �8.0 -4729 ,47.3 -46.7 +41.4 +40.3 +39.5 +38.9: +ag 4• +j7.6: ,�,3 +37.0 -55.9 -53.7 -52.1 -56.9z t-099 -49}}r Y-48. `=47-. -47.1 24 ft =+88l3: +41.7 +40.6 +39.8 +39.2 +38. 3 +37.6 +37.4 25 ft -56.4 -54.1 -52.6 S,W ,;500pj 1439 49r5= -48-8- 83 �8 1 �39:0( u47.5 +42.1 +41.0 +40.2 =+39.6 1I'$38=7= £r37.7 -56.8 -54.6 -53.0 -51.8' 'y50i8} �'9s� j� �$:5 -47.9 26 ft +42.4 1 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 27 ft -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 1 +38.6 +38.3 8 ft -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 wt +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 1 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 30 ft -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 32 ft -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 035ft -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 V m +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 40 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 45 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 +47.6 1 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 50 ft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 60 ft '67.8 -65.1 -63.2 -61.7 1 -60.5 -59.5 1 -58.6 -57.9 -57.2 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WIND VELOCITY = 170 MPH MRH 5 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLATTERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEP.IC F-THE;WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL`GORDITION-OF-AN'r-UNISNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO DITION - SQUIRED FOR US'EJ'V(IITH THESE TABLES. 2. TABLES VALID O LY O� -BUIL NGSOF M„EAyv ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R" LL ROOF" - es,<& SLOPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL B,E'PERF.ORMED BYiAN1E�1GINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B0IDMING-ME4N (AVERAGE)l I OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF ED;`USE-TI4I?0EAK ROOFjOE1w. 5. ALWAYS ROUND P,,;%ROOFSHEI_GHT5;,,TOjjJEXTsyTaBLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI OFAQY ARZC,-OF,THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MOL-T-1ITEir& AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD TI) SP,/tN:LENGTH�(HEIGHTz /,,3).,USErTHE AREA BETWEEN STRUCTURAL OPENINGS ONLY- ITHI4grlCLUDES`AREAS,BETWEENkSfRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNO�BEE..,,Dt7(rp R`CII E;MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUNDT'RIBUTARY q.REA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN" PUBLISHED, USE'rHElffARGEST 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. GENERAL NOTES: 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 CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED -HEREIN $HA1rmB DiCFATEO-,AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT -AN_ )PERMIT -HOLDER: N0--WWPRRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFEREDIHEKE�IN':...,��,�'� 5. THIS SPECIFICA O IOT=INTENDED,T0=0fFERANY PRODUCT APPROVED CERTIFICATION. RE ER TOcAN 'SEEARATELYSU MILTED TEST CRITERIA AND OTHER APPROVALS FOR DE IGN*,_jlNl§_T 1ZI'ATION�INFdRMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS Td B&VER,IFIED4I3Y' OTHERS4N ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL VO GICIP,AGOROTECT,ICJN:ShSTEM ORDINANCES. 7. NO CERTIFICATION'IS:OEF_EREDwFOR�` '6 IN-I'EGRITY OF THE HOST STRUCTURE. B. EXCEPT AS EXPRESSLY PR01[IDE`y _HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEASLCNORIZpNTAEL'DIMENSIONiOi)'�;O-Zd0c4NTALHE PEAK ROOF WHICHEVER IS SMALLEReBUPN-OT/EESS� iI,,A. V4°� OF LEHEIGHT DIMENSION OR 3FT (Smf15EiZONE 541<FFAT=AL•"L=IN QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF a aAVE HEIGHT OOFHTG5 1I s �WALL ZONISOMET C 9 G) rn > o REMARKS DRWN CHKD DATE 2010 F LO RI DA BUILDING CODE ENGINEERING n o INIT ISSUE GSS TSB 03/05/12 G m t 3_ i REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 EXPRESS° < --- x m ASCE 7-10, CHAPTER 30 �� o r �� _ n z U) DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 �n0 �z i --i ►-` MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m \ v i O Z rn 11ASCE m z THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, 10 PH: (954) 354-0660 FAX: (954) 354-0443 W W W . EN G EXP. CO M z N A o '� n CD �) 1--� T^ ADDITIONS, HIGHUGHRNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND unmi ineTc nno rconnrennu CERT OF AUTH da885 m GLAZED AREA CALCULATIONS WILLIAMS 2144 KEEN RD SQUARE FOOTAGE TO BE REPLACED 20.00 SQUARE FOOTAGE REMAINING 246.67 TOTAL SQUARE FOOTAGE 266.67 PERCENTAGE BEING REPLACED 7.50% TO BE REPLACED TO REMAIN 1 36 X 80. 20.00 A 74 X 51 26.21 B 74 X 51 26.21 C 26 X 62 11.19 D 26 X 62 11.19 E 37 X 26 6.68 F 74 X 51 26.21 G 106 X 51 37.54 H 53 X 51 18.77 1 37 X 51 13.10 J 159 X 63 69.56 ` Florida Building Code Online Page 1 of 3 Florda Departments BCIS Home Log In User Registration Hot Topics I Submit Surcharge Slats & Facts I Puo11cat1onr—T3USTMr-6L—e9AM Busines of-11 Proi'essit aI Productublic User Approval Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email 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 FL12769-R2 Revision 2010 Approved *Approved by DCA. Approvals by DCA s all be reviewed and ratified by the POC and/or the Commission if necessary. i JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 , (800) 535-3936 fbc@jeld-wen.com i Janet Gerard fbc@jeld-wen.com I JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies i Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year ASTM E330 2002 ASTM E331 2000 TAS202 1994 http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsmFBe0Dh9XI... 5/28/2013 Florida Building Code Online - Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 03/07/2013 Date Validated 03/07/2013 Date Pending FBC Approval Date Approved 03/14/2013 Summary of Products FL # IlModel, Number or Name Description 12769.1 Contour Premium Steel Wood 12'-0" x 6-8", Glazed, Steel, Wood Edge, Inswing Door Edge Glazed Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R2 C CAC NI009887-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 A008730 SS.odf 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 PER2292 SS.pdf of the Florida RBC. by Independent Third Party: Yes 12769.2 -Created ur Premium Steel Wood 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Inswing Door Edge Glazed Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R2 C CAC NI009887-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2017 Design Pressure: +66/-66 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R2 II A008730 SS.pdf XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions; and Must Be Installed With Surface Bolts. Created by Independent Third Party: Yes Since product does not meet water Infiltration Evaluation Reports requirement for HVHZ, it must be installed per overhead FL12769 R2 AE PER2292 SS.pdf requirements as identified in Sec. 4410.2.3.2 of the Created by Independent Third Party: Yes F BC 12'-0" x V-8", Glazed, Steel, Wood Edge, outswing Door 12769.3 Contour Premium Steel Wood Edge Glazed Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R2 C CAC N1009867-112.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/XX0, 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.odf of the Florida RBC. Created by Independent Third Party: Yes Edge Glazed Door Inge, System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R2 C CAC N1009887-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2017 Design Pressure: +66/-66 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R2 II A008731 SS.odf XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions; and Must Be Installed With Surface Bolts. Created by Independent Third Party: Yes Since product does not meet water infiltration Evaluation Reports requirement for HVHZ, it must be Installed per overhead FL12769 R2 AE PER2293 SS.pdf requirements as Identified in Sec. 4410.2.3.2 of the Created by Independent Third Party: Yes Florida RBC. 12769.5 Contour Premium Steel Wood 3-0 x 6-8, X, Single Out Swing Door with Vent Lite, Edge Glazed Door meets water infiltration Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R2 C CAC NI011489.pdf 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 AO09078 SS.pdf h4://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsmFB cODh9XI... 5/28/2013 Florida Building Code Online Page 3 of 3 Verlfied By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769 R2 AE PER2333 SS.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Prone 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 7007-7010 State of Florida :: Privacy Statement :: ACmawj t1LSSe meOt :: Bound S atem 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 prune 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: _M Cr ed ,SArF E httn•/AAnlvw flnrirlahrlilflina.nra/nr/nr ann c1tl.:asnx7nara.m=wC-rFVXOwtDosmFBe0Dh9XI... 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 www.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 Edee Steel Entry Doors Test Report: NCTL-110-11987-1 & NCTL-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.: N1009887-R2 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 Test 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 NAM 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 -Liter (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 NAM11s Certified Product Listinu 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 & 01jague P21aLeL. Rated X I/S or O/S Glazed T2" x 6' 10" +55/-55 No NCTL-110-11987-1/110-11988-1 Max Panel Size: 3'0 /fali ht Opening: 1'9" x 5'3" Single w/o Surface Installation Details: A008730/A008731 X I/S or O/S Glazed 3'2" x ' 1 + No " Max Panel Size: 3'0" x /De Opening: 1'9" x 5'3" Single ' Bolts Installation Details: A008730/A008731 OX/XO /Sidelite I/S or O/S Glazed 6'3" x 6' 10" +55/-55 No NCTL-110-11987-1/110-11988-1 Max Panel Size: 3'0" x 67'/Daylight Opening: 1'9" x 5'3" Single w/o Surface Bolts Installation Details: A008730/A008731 OX/XO I/S or O/S Glazed 6'3" x 6' 10" +66/-66 No NCTL-110-11987-1/110-11988-1 Max Panel Size: TO" x 67'//De l g tt Opening: 1'9" x 5'3" Single w/Sidelite 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 Max Panel Size: 3'0 7 /Da lB ht Opening: 1'9" x 5'3" Single w/Sidelite w/o Installation Details: A008730/Aa08731 OXO I/S or O/S Glazed 9'4" x 6' 10" +66/-66 No NCTL-110-11987-1/110-11988-1 Max Panel Size:3'0" liitsOpening: 1'9"x5'3" Singlew/Sidelite v/6'T/Da S 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.: NI009887-R2 Page 4 3737 Lakesport Boulevard Certification Date: 05/17/2009 Klamath Falls, OR 97601 Expiration Date: 03/31/2017 Revision Date: 03/65/2013 Product: Jeld-Wen's Wood Edge Steel Door w/ or w/o Side-Lites (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 Listing 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 & Outswing Opaque Size Pos/Neg Rated Comments XX I/S or O/S Glazed 6'2" x 6' 10" +551-55 + No NCTL-110-11987-1/110-11989-1 "/DalOpening: 1'9" x 5'3" Max Panel Size: 3'0" x '7 Double eBolts Installation Details: A008730/A008731 XX I/S Or O/S Glazed 6'2" x 6' 10" +66/-66 No NCTL-110-11987-1/110-11988-1 ( Max Panel Size: 3'0" x 67"/Daylight Opening: 1'9" x 5'Y Double w/Surface Bolts Installation Details: A008730/A008731 XXO/OXX I/S or O/S Glazed 9'4" x 6' 10" +55/-55 No NCTL-110-11987-1/110-11988-1 Max Panel Size: 3'0" x /face igh 1'9" x 51" Double w/Sidelite Sur Bolts Installation Details: A008730/A008731 XXO/OXX I/S or O/S Glazed 9'4" x 6' 10" +66/-66 No NCTL-110-11987-11110-11988-1 Max Panel Size: 3'0" 7"/Da liBolts Opening: 1'9" x 5'3" Double W/S1d011te w/S Installation Details: A008730/A008731 OXXO I/S or O/S Glazed 12'5" x 6'10" +55/-55 No NCTL-110-11987-1/110-11988-1 1'9" x 5'3" Max Panel Size: 3'0"w/o Double w/Sidelites Surface BoltsOpening: Installation Details: A008730/A008731 OXXO I/S or O/S Glazed 12'5" x 6' 10" +66/-66 No NCTL-110-11987-1/I10-11988-1 Opening: 1'9" x 5'3" Max Panel Size: 3'0" 6'7-[Da Double w/Sidelites 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 TABLE 1 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, E263-04, 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 8 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 1NSTI INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FOF IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO DOCUMENT 4JI1106 (INSTALLATION INSTRUCTIONS FOF PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEMCOMILEARNIRESOURCESI INSTALLATION & FINISHINGI- WLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 7E 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"-- 371/2" MAX. O.A. NON -IMPACT LITE FRAME TYP. SEE SHT. #3 W ZW FP—,T— U) I TYP. zal O 1 �; 1 .' ACTIVE FIXED 91ft-1`U OTHER 149' MAX. FRAME JELD-WEN 37 111 1/2" MAX. FRAME FRAM MAX. FRAME TYP, t D.L.O. SHT. C; •o 8 O tW p ! I _ ' w O ; M IL 1 ; it INACTIVE- ' ACTIVE FIXED FIXED DOUBLE BACK 7�tULL POST JAMB MULL SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS 12-0 X 6-8 ELEVATION REQUIRING DP-55 OR LESS DOUBLE DOOR W/ FULL 3-0 SIDELIi'ES (OXXO) 75" MAX. FRAME—] �--75" MAX. FRAME---j 9 ! 0, I a j i i A L ull FIXED FIXED ACTIVE ACTVE 3-0 X 64 ELEVATION 6-0 X 6-8 (On 6-0 X 6-8 (XO) SINGLE (X) & (0) I .-74" MAX. FRAME-1 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document a Date: 2013.02.19 20:03:21-05'00' oW W tu TwP. SHEETINDEX SHEET # DESCRIPTION m LL q) i ENERAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDELTTES IL 2 ELEVATIONS FOR 3-0 PANELS AND 1-2 SIDEDTES F}- 71 3 MSWING BOX IVIMUNG DETAILS L li 4 INSWING VERTICAL AND HORIZONTAL SECTIONS IN MOD ,: 5 INSWING VERT. AND HORIL SECTIONS IN NASONRY/CONCRETE I INACTIVE I i� . ACTIVE II 6 ANCHORING DETAILS II 7 ANCHORING DETAILS DESIGN PRESSURE RATING: SIZE QUALIFIES: FULL LITE NON -IMPACT ACTIVE PANELS WITH OR W/O .SIDELITES 6 MAX. PANEL WIDTH =35 3/4' 6.8 TALL SYSTEMS: (XX) (XXO) (OXXO) (X) (OX) (XO) (OXO) V14THOUT SURFACE BOLTS: WITH SURFACE BOLTS: SURFACE BOLTS AND OOL SMART FRAME INSWING POSITIVE+55 + 66 + 6D NEGATIVE M - COMPONENT LIST ITEMI DESCRIPTION MATERIAL CITY. 1 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 #9 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 1 2 OR 4 7 #8 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 JKVVIKSET LOCK SERIES 400 STEEL 1 11 1 KWIKSET DEADBOLT SERIES 780 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 Po{ypropylen 1 OVERHANG �I LENGTH * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS ! j1 THIS REQUIREMENT, PRODUCT SHALL BE USED INSTALLED AT LOCATION PROTECTED BY A m �^ N ,IWHEN OVERHANG SUCH THAT OVERHANG (OH) RATIO = L � Ce �s OH LENGTH _ OH HEIGHT IS ? 1.0 I = CL '6— co `co Addendum to NAMI OVERHANG 2 Z a Y m d Certification #: N1009887-R2 RATIO I s w A^ m Reviewed by: TDW o 'o >ti � o � f1 Y Date Reviewed; 03/05,'2013 i I f�112 1/2" MAX. FRAME ---1-112 1/2' MAX. FRAME—1 I O FIXED I' FU(ED ACYIVE 6-0 X 6-8 (XX) a� I Li Li FIXED FIXED ACTIVE 9-0 X 6-8 (OXO) 9-0 X 6-8 (OOX OR XOO) 1�111 1/2" MAX. FRAME - SURFACEBOLTSNOT EGUIRED FOR APPLICATIONS REQUIRING OP-55 OR LESS 9-0 X 6-3 (OXX OR )OXO) D I. ' INACTIVE; 1 - ACTIVE FIXED FBPE F. 1�m- 12/20/2012 1 scALe NONE ^* = av& Br G.LUBBECKE i mI By. S.SAFFELL DRAWING No.: 338 .T4 A008730 0.29578 SHEET 1 a .7 89 1/2' MAX. FRAME 74' MAX. FRAME 15 1/2" MAX. FRAME TYP. o LU r I I \ INACTIVE \ ACTIVE FIXED DOUBLE BACK 7�M1fULL POST----' OST JAMB MULL ��.•�� SURFACE BOLTS NOT REQUIRED FOR APPLICATIONS ED REQUIRING DP-55 CR LESS 8-4 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)1233 M O a Q m T T N C, O CO CL = OJ Y 5 C 53" MAX. FRAME O 151/2' MAX. z n o ai FRAME TYP.k. ^ E c x 53' MAX. FRAME 68 1/2" MAX.MAKFRAME e tw7 Y c u`O, NON -IMPACT LITE 37 1/2" MAX. 151/2" MAX. 15 112" MAX. SEE SHT. #3 FRAME TYP. FRAME TYP.� O� FRAME Uj ~ " 19 5/8" V (j lL MAX. LL m = D.L.O. � F w 4 S 3� e e o p Cp o O Z o d0LU Lj ACTIVE` ACTIVEAGTNE Ac�ry j I IxED FXED FIXED FIXED w K TEn C) j N w CL 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) ��t1f 11111 j17� o O $J C) �i� a O 'PO �- DATF 2/20/2012 j 7 srsu NONE Addendum to NAM T Dvr er: G.LUBBEC{E Certification#:NI009887-R2 p F 0. aKs: S.SAFFELL Reviewed by: TDW % • R1 y . DRAWIM N- Date Reviewed; 0310612CI13 398 t4, 1C� ;#TE. 338 A008730 0 ��{ %004 FBPE CER /UPAUtH. No. 29578 sr- 2 of 7 �y O zd d0 105' MAX. FRAME 89 112" MAX. FRAME 15112" MAX. D.L.O. FRAME l"1'P. SHT. #3 = O b i O dI \ o LL � , w � L_ INACTIVE'ACTIVE � FIXED FIXED APPLY DAP ALEX PLUS SILICONE 6- #8 X 2" OR EQUIV. BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYR 6" MAX D.L.O. 711 �� FIXED ODL 1" O.A. NON -IMPACT 1-2 X 6-8 SHOWN ODL 1" O.A. NON -IMPACT 3-0 X 6-8 SHOWN ODL 3/4" O.A. VENT LITE NON -IMPACT INTERIOR 1/8" TEMPERED 1/8" TEMPERED INTERIOR 3/4' O.A. 9 SIDE GLASS SS SIDE 1/2' AIRGAP 12 RIOR 1!8' TEMPERED f E, I 118" TEMPERED 31—�1- TIA VT GLASS EXTERIOR 1 3/4" 1" Mnx. 1 3/4"' 1" MAX. BITE SIDE _ (I.NTE 314" AIRSPACE IRSPACE 3/8" MIN. GLASS IN. GLASS 13/8" BITE BITE 1 d DETAIL 133 DETAIL B3 13 DETAIL C3 ODL NON -IMPACT GLAZING DETAIL ODL SMART FRAME ODL VENT FRAME NON -IMPACT GLAZING DETAIL N's BOX SIDELITE MULL A3 5 MAX. 4 UNITS EXAMPLE: OXXO, OXO, OX DETAIL A3 (6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT Addendum to NAMI Certification #: NIC09887-R2 Reviewed by: TDW Date Reviewed; 03106/2013 1" MIN. F ---I— 1" EMS MAX SHIM tllaa=ss�;1; SEE NOTE #7 tlitl ON SHEET 1 #8 X 3" PFH FOR STRIKE PLATE EXTERIOR INSWING OPERATING UNIT INTERIOR W/ OPTIONAL SURFACE BOLT VERTICAL CROSS SECTION HEAD JAMB 1 � 1 IM" MIN. EMBED. W MAX SHIM LA 1" MIN SEE NOTE #7 �ON SHEET 1 • EXTERIOR V MIN. 1 FIXED UNIT INTERIOR HORIZONTAL CROSS SECTION INSWING SHOWN �1"MIN- R 1" MIN. I \ . _1N 4 1/4" MAX. SHIM 1 112" MIN. EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION 1" NIN.i- 1 1" 1 112" MIN. EMS. �- 1/4" MAX. SHIM SEE NOTE #7 EXTERIOR ON SHEET 1 INSWING OPERATING UNIT VERTICAL CROSS SECTION HEAD JAMB 1" MIN. 1 1/2" MIN. EMB. INTERIOR 1/4" MAX. SHIM EXTERIOR SEE NOTE #7 ON SHEET 1 HINGE DETAIL: TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) BOTTOM = 8 SCREWS (ITEM #8) 6 3 INTERIOR SEE NOTE 47J ON SHEET 1 Addendum to NAMI Cemfication #: NI009887-R2 Reviewed by: TDW Date Reviewed; 03/062013 OPTIONAL ' WOOD % j� �I INSWING FIXED OR BOTTOM I %f / OPERATING UNIT RAIL \ VERTICAL CROSS SECTION ENDURA ZAIL4566 1" MIN. EXTERIOR1 B a INTERIOR L 1 1/2" MIN. EMBED. INSWING FIXED UNIT VERTICAL CROSS SECTION HEAD JAMB OPTIONAL WOOD BOTTOM RAIL — EXTERIOR :. #8 X 3" PFH FOR I STRIKE PLATE 1 1" MIN INTERIOR 1" MIN 1 xl�l I ii 2 Q 1 112" MIN. EMBED. I— 1" MIN ---{ 1" MIN % 1 4 1" MIN. INSWING OPERATING UNIT NOTES: W/ OPTIONAL SURFACE BOLT 1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN VERTICAL CROSS SECTION 2X BUCK OR I BUCK CONCRETE/MASONRY(i7NaA11}4566 OPENINGS, SEE SHEET 5 00 1" MIN. 2 OPTIONALLY, ANCHOR CAN BE PLACED IM OF OR JAMB AS NARROW SECTION HEAD 7 LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 1/4" MAX _ '. SHIM 1 1/2" MIN. ITEM #6, (#9 X 2 1/2") TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, r 0 •, T EMBED. CLOSEST TO WEATHERSTRIP. 398'[D A� �4 3c INSWING HINGE JAMB AT FRAME AT SILL, PLACE ANCHOR IN SILL 004 D {�, .i �K HORIZONTAL CROSS SECTION q� NO. FBPE CEFiTrE��tli[JTH NO.295T BASE MATERIAL FOR MAXIMUM SUPPORT. CONCRETE/MASONRY -{ t" MIN. BY OTHERS i• I'MIN. ,"MIN. I ,'MIN. 1 1/4' 1 MIN, 1' MIN. , EMBED a„ 5 j 14. L 2 MIN N' EMBED T %.�/ SHMI 1/4' MAX INTERIOR SEE NOTE #7 SHIM EXTERIOR ON SHEET t #8 X 3" PFH FOR SEE NOTE #7 INSWING OP RATING UNIT STRIKE PLATE ON SHEET 1 VERTICAL CROSS SECTION HEAD JAMB 1 114' MIN. 5 EMBED. Y fXTERICR ' �_j P111S.NIAXIM INTERIOR 1' MIN 1' MIN. l" MIN. CONCRETE/MASONRY l" MIN' 1" MIN. 1' MIN BY OTHERS 1 114' 1"MIN. 1 1f4" MIN. 1° F 1 ) MIN. 1" MIN 5 EMS " 5 EMBED d 5 2 ! r CONCRETE/MASONR 3 1 �%� \� BY OTHERS 1l� 1/4' %� �� \ MAX INTERIOR W MAX, �� \\ _ SHIM SHIM OPTIONAL EXTERIOR WOOD y SEE NOTE #7 EXTERIOR INTERIOR BOTTOM E(TERQRj INTERIOR SEE NOTE 97 INTERIOR ON SHEET 1 RAIL / ON SHEET 1 INSWING OPERATING UNIT INSWING FIXED UNIT 5 VERTICAL CROSS SECTION VERTICAL CROSS SECTION 1 1/4" MIN OPTIONAL 1X BUCK HEAD JAMB EMBED l: ^ OPTIONAL ••• � WOOD • C• 4�RIOR TERIORINSWING OPERATING UNIT #8X3°PFH FOR , W/ OPTIONAL SURFACE SOLT STRIKE PLATE,' MIN 1' MINVERTICAL CROSS SECTION OPERATING UNIT INSWING OPERATING UNIT HEADJAMB VERTICAL CROSS SECTION LVERTICAL CROSS SECTION W/ OPTIONAL SURFACE BOLT 1114, MIN.ENDURA ZAIL45fi6 / •\ 7"MIN. 1 1 UM = O Ol,1CCYvo II I CNI #to) r MIN. \ 2X \ 3 1 Y LSEENOTE #7 CONCRETEIMASONRY O J LL ON SHEET 1 BY OTHERS FIXy m m c x D UT HORIZONTALECCROSS SECTION ( INTERIOR « n m z LL INSWING SHOWN 5 2 6 X I\ Addendum to NAMI 5 0 W z 2 / > Certification #: NIO09887-R2 1' MIN. Q \ J O / Q Q 7 Reviewed by: TD W 1' MINQ1 / -�INTERIOR I I Date Reviewed; 03/06/2013 \\ EXTERIOR LL J cw E \, 1' MIN. 1 1/4"MIN. 1' MIN. �\-SEE ITEM #7 < U1" MIN. EMBED N U 1'MiN. ON SHEET 1 Z a �IN. �1" M!N. •1 I 1/4'MAX Z ID O>P7A 5 2 1 _ SHIM u.i oZ Z 1 IW 2� N Q 0 1'MIN. MIN. EMBED J - J INSWING OPERATING UNIT w g 1' MIN, d\\ l�EE NOTE III ��/ 1°MIN. 1°MIN \ HORIZONTAL CROSS SECTION F O 1° MIN. { ON SHEET t 1" MIN.�\ ' OPTIONAL 1X BUCK Ln 0 > 114' MAX. SEE NOTE 47 :D 1' Z .1.� 5 SHIM ON SHEET I ,�1L IP1►lll! o C5 1/4°MAX. I 1 1/4' MIN. 4 In 1EMBEDN �- SHIM �'1 EMBED.1'MIN. .�\ ? INSWING HINGE JAMB AT FRAME INSWING LATCH JAMB AT FRAME p M,N• \\\ .�' • •�� 12/20/2012 HORIZCNTAL CROSS SECTION HORIZONTAL CROSS SECTION : _ 7 srAle: NONE —114" MAX• = * * Diva sr: G.LUBBECKE NOTES: SHIM OPTIONALLY, ANCHOR CAN EE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Q 4 F OkiE o K. sr. $,SAFFELL EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY 1 1/2' MIN, BY OTHERS EMBED 398* • •• '�'TE. 338 DRA'WIM Na: 2DITEM t#6, (#9 X 21/2'3 TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE , CLOSEST TO WEATHERSTRI?. OPTIONAL MASONRY/CONCRETE INSTALL 61 A008730 CROSS SECTION OF HEAD JAMB OR SIDE JAMB DRW/�H. NO.04 �AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR h1AXiMUM SUPPORT. (NOT USED FOR SINGLE DOOR) FBPE CERT�HLtIAUTH. N0.29578 s"sEr 5 - 7 I I I I I 11 A6 I I I i I � I I 1j A6 I I a I I I I I X I I I I I I I I I I a I 9-0 XX 6-8 INSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) c9 2 3 \ / z NOTE: W SHIM FOR SUPPORTAT OR NEAR EACH ANCHOR LL IS REQUIRED X v IL 149" MAX. O.A. FRAME 6" TYP. 6"TYP. `O - - i I I !D' � I II D'7I I iI I A6 � I e lf � a1 Ix I xl I I { I E7I I IE7I 12-0 X 6-8 INSWING (60) ANCHOR LOCATIONS (FROM EDGE OF FRAME) a 112 112" MAX FRAME - a 75" MAX FRAME �6" NP - _ 6" NP.---►{ Q � �6" NP. - 6" NP. �{ � II I d 0 I I I I � I I A6 � 4 xl 1a f ! I I I I I I co I I I I I 6-0 X 6-8 INSWING �U O 4 5 a. r 105" MAX. O.A. FRAME ~ 3° NP. 3" NP `9 8-4 X 6-8 INSWING (44) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 9" TYP. 9• TYP. - �{6'TYP_ II s• TYP. s° TYP(—{ i I 3" P• 1 0 X It1l( m DETAIL A6 (12) ANCHOR LOCATIONS AT MUL POST OR DOUBLE -BACK JAMBS (3-0 SIDELITES ONLY) (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) Addendum to NAMI Certification #t: NI009887-R2 Reviewed by: TDW Date Reviewed: 03/06/2013 � 7I 4" I1 MAX. O.A. FRAME III II 111(I 1 10 MAIIIX O.III A_ FRAME 37 1/2" MAX. O.A. FRAME 6"TYP. 6"TYF. 6"TYP.—+ T8" . 6" TYI1 P 1 2 3 4 5 _ P. D7 D7Ij D7 D7 _T a } } < g A6 LL 2X i 1 I 77 I 1x 0� ti I I I I a SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR m " I I I IIS REQUIRED p E7 EO TJ)7� d I E7 E7 I I f r p 3-0 X 6-8 INSWING - e (15) ANCHOR LOCATIONS 4 6-0 X 6-8 INSWING G9-0 X 6-8 INSWING SIDELITE / ACTIVE PANEL (FROM EDGE OF FRAME) (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 15 112" MAX. O.A. FRAME 3" TYP. �- 891/2" MAX. O.A. FRAME �3" TYP. 1 6" 7YP.---{ r I l B7 I I X I X I 1 I } flL I I 1 1 I i d E7 E71 1-2 X 6-8 SIDELITE p 4-2 X 6-8 INSWING 5� X 6-8 INSWING �' d 7-2 X 6-8 INSWING (14) ANCHOR LOCATIONS (24) ANCHOR LOCATIONS (30) ANCHOR LOCATIONS Addendum to NAMI (38) ANCHOR LOCATIONS (FROM EDGE OF FRAME) FROM EDGE OF FRAME 6" TYP.'--- FROM EDGE OF FRAME Certification #: NI009887-R2 ( ) i ( ) (FROM EDGE OF FRAME) 9" TYP. _9" TYP. I --3" TYR Reviewed by: TDW E YP.3TYP•--`1) Date Reviewed; 03/06/2013 s" F.y (� 2- #9 X 3" PFH L _L _L ._� ._L✓` SCREW W° _`` 1- BOTTOM SHOOT BOLT INSERT PLUG 7 X X DETAIL B7 53" MAX. O.A. FRAME P. III i „ TYP 'TT t 4 a 1LU I 1 1 1 �}IF 2 7 Q r U � O 0 4 5 O! I /� O I " I O zt 4 5 4 5 ch - IL I I I I W � 68 1/2" MAX. O.A. FRAME �3" TYP. j I i I I � 7 C io (12) ANCHOR LOCATIONS DETAIL C7�y\�) \�- TOP ASTRAGAL AT ASTRAGAL DETAIL D7 STRIKE PLATE DETAIL E7 (6) ANCHOR LOCATIONS AT MULL __`` �� J// POST OR DOUBLE -BACK JAMBS HEADER STRIKE PLATE SILL PLUG INSERT � % (1-2 SIDELITES ONLY) AT ASTRAGAL AT ASTRAGAL JELD-WEN DOOR INSTALLATION DETAILS CONTOURS PREMIUM STEEL WOOD EDGE FULL LITE NON -IMPACT INSWING UP TO 12'-0" X 6'-S" GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (LB.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 ASPECIFIC 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 1 O 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 INSTALLATION INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FO IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO DOCUMENT #JII 106 (INSTALLATION INSTRUCTIONS FO PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-V'/EN.COWLEARN/RESOURCESI INSTALLATION & FINISHINGI- 6�. FLORIDAAPPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 7E INTEGRAL MULL POSTS & DOUBLE -BACK JAMBS ARE INTERCHANGEABLE. SEE SHEET 3 FOR MULLING INSTRUCTIONS. S. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3116" DEEP. EXAMPLE: 3/16"-- 37112E MAX. O.A. NON -IMPACT LITE FRAME TYP. SEE SHT. #3 L75" MAX. FRAME �-75" MAX. FRAME— j [-112 112'MAX. FRAME —1 r 112 112' MAX. FRAME—1 / I i R OTHER 149" MAX FRAME ---�1 JELD-WEN 111 112" MAX. FRAME— �( 37 112E MAX. J FRAME TYP. R D.L.O. SHT. #3 O cc Ci �= o "w O (ii ) LL Z LL F 70_1 >O W LL U) T_ -D I —ACTIVE FUCO w TABLE 1 DESIGN PRESSURE RATING: SIZEQUALIFIES: FULL LITE NONAUPACT ACTIVE PANELS WITH OR W/O SIDELITES 6 MAX. PANEL WIDTH =35314E "TALL SYSTEMS: (XX) (XXO) (OXXO) (X) (OX) (XO) (OXO) WITHOUT WITH SURFACE BOLTS SURFACE BOLTS: SURFACE BOLTS: AND ODL SMART FRAME INSWING POSITIVE + 55 + 66 + 60 NEGATIVE -55 * d - COMPONENT LIST ITEM DESCRIPTION MATERIAL CITY- 1 NON -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 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W) 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR WI 1 1/4" MIN. EMBEDMENT STEEL AS REQ. 6 1 #9 X 2 112"PHILLIPS FLATHEAD WOOD SCREW STEEL .20R4 7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 g 11" O.A. IG NON -IMPACT FRAME BY ODL Polypropylene 1 OR 4 10 JKWIKSET LOCK SERIES 400 STEEL 1 11 1 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1" O.A. IG NON -IMP. SMART FRAME BY ODL Polypropylene 1 OFT 13 3/4" O.A. IG NON -IMPACT VENT UNIT BY ODL I Polypimpylene. 1 7�AUw POST -- DOUBLE BACK JAMS MULL SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 12-0 X 6-8 ELEVATION DOUBLE DOOR W1 FULL 3-0 SIDELITES (OXXO) 2 r 0 w_ :Zwi � U LL O7 TYP. I D 9 z}d} U) TIP.•' z¢ XO I :; ACTIVE ACTIVE �,,• FIXED FIXED '. FIXED 3-0 X 6-8 ELEVATION 6-0 X 6-8 (OX) 6-0 X 6-8 (XO) SINGLE (X) & (0) �--74" MAX. FRAME ---I Digitally signed by Hermes F Norero, P.E. -- - --. Reason: I am approving this document a g Date: 2013.02.19 20:03:21-05'00'ILI SHEET INDEX SHEET # DESCRIPTION j;5 U_ 1 GENERAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDEUTES a. 2 ELEVATICNS FOR 3-0 PANELS AND 1-2 SMEUTES >- 3 INSWING BOX MULLING DETAILS'- •' 4 INSWINGVERTICAL AND HORIWNTAL SECTIONS IN WOOD y ]I 5 INSWING VERT. AND HORIZ. SECTIONS IN MASONRY CONCRETE INACTIVE !` • ACTIVE it 6 ANCHORING DETAILS tr 7 ANCHORING DETAns OVERHANG LENGTH �I �C 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 = u OH LENGTH _ OH HEIGHT IS 2—:1.0 _ Addendum to NAMI OVERHANG 1 = G Certification #: N1009887-R2 RATIO I = w Reviewed by: TDW o 0 Date Reviewed; 03/06/2013 j O 0 • I ACTIVE FIXED 9-0 X 6-8 (OXO) 6-0 X 6-8 (XX) - SURFACEBOLTSNOT EQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS j 9-0 x 6-B (OXX OR XXO) L LJ FIXED ACTIVE 9-0 X 6-8 (OOX OR XOO) 111 1 /2" MAX FRAME FIXED INACTIVE ) ACTIVE TABLE 1 DESIGN PRESSURE RATING: SIZEQUALIFIES: FULL LITE NONAUPACT ACTIVE PANELS WITH OR W/O SIDELITES 6 MAX. PANEL WIDTH =35314E "TALL SYSTEMS: (XX) (XXO) (OXXO) (X) (OX) (XO) (OXO) WITHOUT WITH SURFACE BOLTS SURFACE BOLTS: SURFACE BOLTS: AND ODL SMART FRAME INSWING POSITIVE + 55 + 66 + 60 NEGATIVE -55 * d - COMPONENT LIST ITEM DESCRIPTION MATERIAL CITY- 1 NON -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 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W) 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR WI 1 1/4" MIN. EMBEDMENT STEEL AS REQ. 6 1 #9 X 2 112"PHILLIPS FLATHEAD WOOD SCREW STEEL .20R4 7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 g 11" O.A. IG NON -IMPACT FRAME BY ODL Polypropylene 1 OR 4 10 JKWIKSET LOCK SERIES 400 STEEL 1 11 1 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1" O.A. IG NON -IMP. SMART FRAME BY ODL Polypropylene 1 OFT 13 3/4" O.A. IG NON -IMPACT VENT UNIT BY ODL I Polypimpylene. 1 7�AUw POST -- DOUBLE BACK JAMS MULL SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 12-0 X 6-8 ELEVATION DOUBLE DOOR W1 FULL 3-0 SIDELITES (OXXO) 2 r 0 w_ :Zwi � U LL O7 TYP. I D 9 z}d} U) TIP.•' z¢ XO I :; ACTIVE ACTIVE �,,• FIXED FIXED '. FIXED 3-0 X 6-8 ELEVATION 6-0 X 6-8 (OX) 6-0 X 6-8 (XO) SINGLE (X) & (0) �--74" MAX. FRAME ---I Digitally signed by Hermes F Norero, P.E. -- - --. Reason: I am approving this document a g Date: 2013.02.19 20:03:21-05'00'ILI SHEET INDEX SHEET # DESCRIPTION j;5 U_ 1 GENERAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDEUTES a. 2 ELEVATICNS FOR 3-0 PANELS AND 1-2 SMEUTES >- 3 INSWING BOX MULLING DETAILS'- •' 4 INSWINGVERTICAL AND HORIWNTAL SECTIONS IN WOOD y ]I 5 INSWING VERT. AND HORIZ. SECTIONS IN MASONRY CONCRETE INACTIVE !` • ACTIVE it 6 ANCHORING DETAILS tr 7 ANCHORING DETAns OVERHANG LENGTH �I �C 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 = u OH LENGTH _ OH HEIGHT IS 2—:1.0 _ Addendum to NAMI OVERHANG 1 = G Certification #: N1009887-R2 RATIO I = w Reviewed by: TDW o 0 Date Reviewed; 03/06/2013 j O 0 • I ACTIVE FIXED 9-0 X 6-8 (OXO) 6-0 X 6-8 (XX) - SURFACEBOLTSNOT EQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS j 9-0 x 6-B (OXX OR XXO) L LJ FIXED ACTIVE 9-0 X 6-8 (OOX OR XOO) 111 1 /2" MAX FRAME FIXED INACTIVE ) ACTIVE 7�AUw POST -- DOUBLE BACK JAMS MULL SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 12-0 X 6-8 ELEVATION DOUBLE DOOR W1 FULL 3-0 SIDELITES (OXXO) 2 r 0 w_ :Zwi � U LL O7 TYP. I D 9 z}d} U) TIP.•' z¢ XO I :; ACTIVE ACTIVE �,,• FIXED FIXED '. FIXED 3-0 X 6-8 ELEVATION 6-0 X 6-8 (OX) 6-0 X 6-8 (XO) SINGLE (X) & (0) �--74" MAX. FRAME ---I Digitally signed by Hermes F Norero, P.E. -- - --. Reason: I am approving this document a g Date: 2013.02.19 20:03:21-05'00'ILI SHEET INDEX SHEET # DESCRIPTION j;5 U_ 1 GENERAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDEUTES a. 2 ELEVATICNS FOR 3-0 PANELS AND 1-2 SMEUTES >- 3 INSWING BOX MULLING DETAILS'- •' 4 INSWINGVERTICAL AND HORIWNTAL SECTIONS IN WOOD y ]I 5 INSWING VERT. AND HORIZ. SECTIONS IN MASONRY CONCRETE INACTIVE !` • ACTIVE it 6 ANCHORING DETAILS tr 7 ANCHORING DETAns OVERHANG LENGTH �I �C 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 = u OH LENGTH _ OH HEIGHT IS 2—:1.0 _ Addendum to NAMI OVERHANG 1 = G Certification #: N1009887-R2 RATIO I = w Reviewed by: TDW o 0 Date Reviewed; 03/06/2013 j O 0 • I ACTIVE FIXED 9-0 X 6-8 (OXO) 6-0 X 6-8 (XX) - SURFACEBOLTSNOT EQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS j 9-0 x 6-B (OXX OR XXO) L LJ FIXED ACTIVE 9-0 X 6-8 (OOX OR XOO) 111 1 /2" MAX FRAME FIXED INACTIVE ) ACTIVE SINGLE (X) & (0) �--74" MAX. FRAME ---I Digitally signed by Hermes F Norero, P.E. -- - --. Reason: I am approving this document a g Date: 2013.02.19 20:03:21-05'00'ILI SHEET INDEX SHEET # DESCRIPTION j;5 U_ 1 GENERAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDEUTES a. 2 ELEVATICNS FOR 3-0 PANELS AND 1-2 SMEUTES >- 3 INSWING BOX MULLING DETAILS'- •' 4 INSWINGVERTICAL AND HORIWNTAL SECTIONS IN WOOD y ]I 5 INSWING VERT. AND HORIZ. SECTIONS IN MASONRY CONCRETE INACTIVE !` • ACTIVE it 6 ANCHORING DETAILS tr 7 ANCHORING DETAns OVERHANG LENGTH �I �C 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 = u OH LENGTH _ OH HEIGHT IS 2—:1.0 _ Addendum to NAMI OVERHANG 1 = G Certification #: N1009887-R2 RATIO I = w Reviewed by: TDW o 0 Date Reviewed; 03/06/2013 j O 0 • I ACTIVE FIXED 9-0 X 6-8 (OXO) 6-0 X 6-8 (XX) - SURFACEBOLTSNOT EQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS j 9-0 x 6-B (OXX OR XXO) L LJ FIXED ACTIVE 9-0 X 6-8 (OOX OR XOO) 111 1 /2" MAX FRAME FIXED INACTIVE ) ACTIVE OVERHANG LENGTH �I �C 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 = u OH LENGTH _ OH HEIGHT IS 2—:1.0 _ Addendum to NAMI OVERHANG 1 = G Certification #: N1009887-R2 RATIO I = w Reviewed by: TDW o 0 Date Reviewed; 03/06/2013 j O 0 • I ACTIVE FIXED 9-0 X 6-8 (OXO) 6-0 X 6-8 (XX) - SURFACEBOLTSNOT EQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS j 9-0 x 6-B (OXX OR XXO) L LJ FIXED ACTIVE 9-0 X 6-8 (OOX OR XOO) 111 1 /2" MAX FRAME FIXED INACTIVE ) ACTIVE O 0 • I ACTIVE FIXED 9-0 X 6-8 (OXO) 6-0 X 6-8 (XX) - SURFACEBOLTSNOT EQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS j 9-0 x 6-B (OXX OR XXO) L LJ FIXED ACTIVE 9-0 X 6-8 (OOX OR XOO) 111 1 /2" MAX FRAME FIXED INACTIVE ) ACTIVE 9-0 X 6-8 (OXO) 6-0 X 6-8 (XX) - SURFACEBOLTSNOT EQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS j 9-0 x 6-B (OXX OR XXO) L LJ FIXED ACTIVE 9-0 X 6-8 (OOX OR XOO) 111 1 /2" MAX FRAME FIXED INACTIVE ) ACTIVE 9-0 X 6-8 (OOX OR XOO) 111 1 /2" MAX FRAME FIXED INACTIVE ) ACTIVE 89 112" MAX. FRAME 74' MAX. FRAME 151/2" MAX. FRAME TYP. � � rLL e • \ /r INACTIVE ACTIVE FUfED DOUBLE BACK 7DM.ULL POST JAMB MULL R SURFACE BOLTS NOT REQUIRED FOR APPLICATIONS ID REQUIRING DP-`15 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) e b Q m Q^1 N V1 N Q p O W • C = ti O J L Q m E C x x h A L li NON -IMPACT LITE 37 1/2" MAX. Y 6E SEE SHT. #3 53" MAX. FRAME �{ 53" MAX. FRAME 1-68 112" MAX. FRAME ' O1 FRAME co J 4W m x ti r r ' 19 5/8" MAX. LL m = D.L.O. f �ry w a z a x �i X U) � ® A A XLn Go 0 00 CD O z b Q Ul / p J p W F1XE ACTIVE ACTIVE FIXE IX�D ACTIVE FlXE r arrive W O u~1 O N O w 4-2 X 6-8 ELEVATION 4-2 X 6-8 ELEVATION 5A X 6-8 ELEVATION 3-0 X 6-8 ELEVATION DOUBLE (OX) DOUBLE (XO) TRIPLE (OXO) VENT LITE (X) O a DA.�: 12/20/2012 Addendum to NAM[ scA�: NONE Certification #: N1009887-R2 ° B G.LUBBECKE Reviewed by: TDW R F O�iE�, �� S.SAFFELL Date Reviewed: 03/06/2013 �'i i DRAWItr N.: 398 �0 E. 338 A008731 FBPECE�ffH(}tAi H.NO. 29578 -- 2 of 7 (� 105' MAX. FRAME 89 i12" MAX. FRAME 151/2" MAX. D.L.O. FRAME TYP. SHT. #3 O� w � Q. w Z m �. F • �¢ x 00 N a w U � ACTIVE � FIXED FUCED 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. 6" MAX. D.L.O. FI U ! oai s r L ■■ 'E ODL 1" O.A. NON -IMPACT ODL 1" O.A. NON -IMPACT 1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN 18 6/8" MAX. D.L.O. O j o I io r— C3 I—� C3 ODL 3/4" O.A. VENT LITE NON -IMPACT 1/8" TEMPERED INTERIOR 118"TEMPERED GLASS INTERIOR L 3/4'OA SIDE GLASS SIDE 112"AIRGAP 12 INTERIOR 1/8" TEMPERED SIDE }- 118" TEMPERED 1 T 1f2" GLASS 1 3/4" 1" MAX. 1 314" i' MAX BITE SIDEOR L 3/4' AiRSPACE 3/4" AIRSPACE 318" MIN. GLASS 3/8" MIN. GLASS i 318" BITE BITE DETAIL B3 DETAIL B3 i3 DETAIL C3 DL NON -IMPACT GLAZING DETAIL ODL SMART FRAME ODL VENT FRAME NON -IMPACT GLAZING DETAIL . j�Nlftjj!fIW4,CT DETAIL A3 (6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT Addendum to NAW Certification #: N1009887-R2 Reviewed by: TDW Date Reviewed: 03/0612013 1" PAIN. i i— 1" MIN. -i A 4 K 1 1 1" MIN. 1--9— 1" 1 1/2' MIN. EMB. 1/4 MAX - SHIM f SEE NOTE #7 J ON SHEET 1 #8 X 3" PFH FOR STRIKE PLATE VERTICAL CROSS SECTION HEADJAMB `/ 1 1/2" MIN. EMB. 1 / MAY,/ 1"MIN. 118" SHIM 1!8" 1 1/2" MIN. _ SEE NOTE #7EXTERIOR INTERIOR EMB. ON SHEET 1 1 OUTSWING OPERATING UNIT / VERTICAL CROSS SECTION 1/4" EXTERIOR HEAD JAMB MAX. SHIM SEE NOTE #7 INTERIOR ON SHEET 1 1112'MIN r114'-,� I HINGE DETAIL: EMeeo. I SHIM (�� IL1I TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) —41A CENTER = 8 SCREWS (ITEM #8) BOTTOM = 8 SCREWS (ITEM #8) i MINSEE NOTE 97 `7 r/zl jON SHEET 1INTERIOR i�l �)]) 6 3 V MIN. WA A FIXED UNIT HORIZONTAL CROSS SECTION EXTERIOR OUTSWING SHOWN F E:>1"MIN. 1" MIN. I . \ 4 1/4" MAX 1 112" MIN- SHIM EMBED. ` OUTSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION OPTIONAL WOOD OUTSWING OPERATING UNIT BOTTOM % OPTIONAL ENDURA SILL #FOB 4566A RAIL 1"MIN. 4 1 �� --------� — I INTERIOR 1 1 4 1 11EXTERIOR n n!I EXTERIOR OUTSWING FIXED UNIT VERTICAL CROSS SECTION HEAD JAMB OPTIONAL WOOD 1 BOTTOM {% 1 RAIL J:�1V N7 #8 X 3" PFH FOR STRIKE PLATE / ir--------- i Iiaa� n OUTSWING OPERATING UNIT OPTIONAL ENDURA SILL #FOB 4566A 1 M MIN. EMBED. L " 1 1/2" MIN. - EMBED- 1 — 1" MIN --- I— 1" MIN - OUTSWING FIXED OR OPERATING UNIT 1 VERTICAL CROSS SECTION ENDURA ZOBL4566 }-- 1" MIN —(^ 1" MIN RATING UNIT OUTSWING OPERATING W/ OPTIONAL SURFACE BOLT 4 1" Iv11NQ2 VERTICAL CROSS SECTION NOTES: ENDURA ZOBL4566 INTERIOR j FOR PLACEMENT OF I fVV TAPCON ANCHORS IN 2X BUCK OR 1X BUCK CONCRETEIMASONRY I I.Ulo" OPENINGS, SEE SHEET 5 777 1"MIN. OPTIONALLY, ANCHOR CAN 8E PLACED IN SEE NOTE #7� NARROW SECTION OF HEAD OR JAMB AS ON SHEET i I LONG AS MINIMUM EMBEDMENT AND EDGE 1/4•NAX� DISTANCE ARE ACHIEVED. T T Addendum to NAMI SHIM------lll 1 1/2' MINI . TEM #6, (#9 X 2 112") TWO SCREWS TO BE . IF 051E Certification #: IVI009887-R2 INSTALLED IN TOP HINGE AT JOB SITE, EMBED. CLOSEST TO WEATHERSTRIP- �I�,.� Reviewed by: TDW 398 ASH. �71 E. 338 Y OUTSWING HINGE JAMB AT FRAME p '" ��`�3004 Date Reviewed: 03/06/2013 HORIZONTAL CROSS SECTION ® AT SILL, PLACE ANCHOR IN SILL 1 BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CE I'80 H. NO. 29578 o u o NID = O a z o ¢ z J w > Z o r N 12/20/2012 sruENONE Dac.at:G.LUBBECKE cnK er. S.SAFFELL DR\WING N.: A008731 SNE, 4 D° 7 1' 1 1/4' MIN. EMBED 1/4" L MAX SHIM SEE NOTE #7 ON SHEET 1 1 114' MIN. EMBED. 1° MIN D 5 V� 1 MIN. Z EMBED 1 1/4" j MAX. EXTERIOR SHIM SEE NOTE #7 JR ON MEET 1 #8 X 3" PFH FOR NG O ERATING UNIT STRIKE PLATE AL CROSS SECTION HEAD JAMS INTERIOR Q \_SEE'NOTE #7 FIXED UNIT ON SHEET 1 !ONT.4L CROSS SECTION OUTSWING SHOWN — 1" MIN. — la MIN. - 1 °MIN. OTHERS 114" MAX. SHIM EXTERIOR SEE NOTE #7 JINTERKI INTERIOR ON SHEET 1 OUTSWINGFIXED UNIT 98X3"PFHFORI VERTICAL CROSS SECTION STRIKE PLATE HEAD JAMB OUTSWING OPERATING UNIT Wr OPTIONAL SURFACE BOLT VERTICAL CROSS SECTION HEAD JAMB r1' MIN. 1" MIN. OUTS WING OPERATING UNIT I 1 • M 1 VERTICAL CROSS SECTION 1' MIN.' OPTIONAL 1X BUCK 1 1/4' ::�DMIN. Id EMB. PTIONAL CONCRETE! 3 WOOD MASONRY BOTTOM RAIL BYOTHERS 114- MAX. ( % SHIM INTERIOR EXTERIOR SEENOTE#7 \ / ON SHEET 1 Y IEXTERIOR 1 114" MIN V. EMBED d. t° MIN 1' MIN OUTSWING OPERATING VERTICAL CROSS SECT W1 OPTIONAL SURFACE ENDURA ZOBL4565 HINGE DETAIL: TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) A 8 CENTER = 8 SCREWS (ITEM #8) AV BOTTOM = 8 SCREWS (ITEM #8) Addendum to NAND Certification #: NI00 Reviewed by: TDW Date Reviewed: 03M 1 114" MIN. 1" M:N. EMBED 5 1 °MIN. 1' MIN. V MIN. PTIONAL ENDURA SILL #FOB 4566A r� • OPTIONAL \ ' WOOD BOTTOM RAIL _RIOR 5 I j ,J RIOR p SWING FIXED OR / O ERATING UNIT L CROSS SECTION ---iVERTI EN URA ZOBL4566 V 1 1!4' MN. EMBED I Q m N� N 1' MIN o'0 BY OTHERS V MIN. 1" MIN. 1 1/4• MIN. EMB! EXTERIOR •�v • O Y' O O co u�7 ,s J v v mr, £ C X Y =a u_ H z J 0 j IU LL N INTERIOR w \\ \—SEE a 2: p fii • REM #7 ON SHEET 1 II 1!4' MAAX. u- .�. ¢ COO Z Z - O f I z Z SHIM a o Qz OUT "WING OPERATING UNIT 1v J O 'i 6 HORIZONTAL CROSS SECTION OPTIONAL 1X BUCK 0 � > 1' MIN. 1 ce w 1 G O SEE #7 j Z �_ 114' MAX , 5 SHIM ON SHE LI11� / 1/4" MAX I 1 1/4' MIN. Q ` 7 ! o Z 0 U) 1EMBED� I-- t SHIM —i EMBED. 1'MIN. D ```\ O /�' O p i OUTS WING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME �� 12/20J2012 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 1' MIN. 7 �_ scams: NONE 114" MAX. owe. or G.LUBBEC<E NOTES: SHIM O T; OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM G q '. A F OkiE cxK e.: S.SAFFELL EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETE/MAS( 1 1/.. MIN. BY OTHERS EMBED onawiw w: ITEM #6, (#S X 2 1/Y")TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INST�aoo ALL 398 _ • A� �$T 4 338 a A008731 AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. (NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB FBPE CERTrfJik IAUTH. NO.29578 SHOT 5 OF 7 NOTE: —/ SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED n. J 149" MAX. O.A. FRAME 6" TYP. Co z —1 of ? I I ID7 �71D1 I o w Q A�6 B71 i I 1 t I I I A�6 f 4 5 oLL I Ix xl I o Co (� l Co E7 I E71 12-0 X 6-8 OUTSWING (60) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 112 1/2" MAX FRAME a �y �6" TYP. _ _ 6" TYP.� C� z co co O W of LL co n 0 0 I I A6 I I I I � I i Al I oT I I I � Ixl I I I I I I I I to I I I I 4 5 t 1 _ _ I I . 9-0 X 6-8 OUTSWING CO (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 2 105" MAX. O.A. FRAME ` FYP 1 3" TYP.� C° 4 5 D171 ID7_ C I I l I I I �— I 7 x x to I I I ! OI aO I I I I t i I t EA I 'E7I I 7 8-4 X 6-8 OUTSWING to (44) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 9' TYP. 9" TYP- 75" MAX FRAME 0 3' [rIYP 6° TYP. s• TYP. rwnP. �6., TYP 6" TYP.--I m 2 1 I fi I A6 x' I I � I I I i I 6-0 X 6-8 OUTSWING (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) �U r0 OA� X 4 5 4 5 DETAIL A6 1 ti (12) ANCHOR LOCATIONS AT MUL to POST OR DOUBLE -BACK JAMBS (3-0 SIDELITES ONLY) Addendum to NAMl- Certification#: N1009887-R2 Reviewed by: TDW Date Reviewed: 03/06/2013 In 3,,7122" MAX. O.A. FRAME� � J }-- Q@ (o 6 TYP. L I 1 6" TYP ✓ I 1 `` � j/ I 4 2 3 LL 4 5 NOTE: �a xQ C. SHIM FOR SUPPORT AT a I OR NEAR EACH ANCHOR cO IS REQUIRED 1 I 2 14 U I •- O 3-0 X 6-8 OUTSWING (15) ANCHOR LOCATIONS SIDELITE / ACTIVE PANEL (FROM EDGE OF FRAME) MAX. O.A. FRAME. 3" TYP. I 1 a Z �U * -Io 2 n T o }I w - 74" MAX. O.A. FRAME 111 1/2" MAX. O.A. FRAME �_ 1 "TYP. 6 1 6" TYP.- -! I YP. D I D7I T I D71 D7 I I I `— + I fa I I I a IB B i A6 I I I a a: I TI U I l I I I d E7 TE7 o E7 I E7 I I r o 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) �- —53' MAX. O.A. FRAME 3 P. t 1 51, TYP J 0,Zo I _ a ��7_ T U 68 112" MAX. O.A. FRAME 891/2" MAX. O.A. FRAME 3" TYP. 3" TYP. 1 6" TYP.—I Ca rn D7 a m T N 6 N ID7 X cow co> I I I o J C 1 I F- 7 67 I I 'n cc m 1 M s m 0 L L >< a X W I i I ! I I I� � I U- �U O ¢fl: IE7 E7I <:D o X 1-2 X 6-8 SIDELITE I 4-2 X 6-8 OUTSWING 5-4 X 6-8 OUTSWING AddendumRAMI 7-2 X 6-8 OUTSWING 5 4 Z T o Fo (14) ANCHOR LOCATIONS (24) ANCHOR LOCATIONS (30) ANCHOR LOCATIONS Certification #: NI009887-R2 (38) ANCHOR LOCATIONS U] x u 6" TYR ¢ (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) T P. (FROM EDGE OF FRAME) Reviewed by: TDW (FROM EDGE OF FRAME) N 9" TYP. 9" TYP. 3' TYP.---I �� Date Reviewed: 03/06/2013 w o 3 —► 6"TYP. `• 6" TYP. En o w 3 P. LLL� � O 3" TYP. � 1 " SCREW 3PFli i��r:Ultttptt j O ffi X % O : �, o o ti ��/;' �'PO DATE: 12/20/2012 1- BOTTOM SHOOT X X DETAIL B74 . BOLT INSERT PLUG * 7 _ scue: NONE •` * - Ma BY: G.LUBSECKE (12) ANCHOR LOCATIONS DETAIL C7 1- TOP ASTRAGAL P A F', o+c sr S.SAFFELL I ATASTRAGAL DETAIL D7 STRIKE PLATE DETAIL E7 '� + d� DRAVOWN".: (6) ANCHOR LOCATIONS AT MULL 398 E. 338 A008731 POST OR DOUBLE -BACK JAMBS HEADER STRIKE PLATE SILL PLUG INSERT D ��i �`�3004 5� 1-2 SIDELITES ONLY AT ASTRAGAL AT ASTRAGAL FBPE CPAUTH..NO. 29578 SHEET 7 of 7 ]ELD-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.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO TAB 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 ASPECIFIC 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 -IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO DOCUMENT #J11106 (INSTALLATION INSTRUCTIONS FO PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEN.00tNLEARlV' RESOURCES/ INSTALLATION & FINISHING/. 6Q. FLORIOA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. �fNTEGRAL MULL POSTS & DOUBLE -BACK JAMBS ARE INTERCHANGEABLE- SEE SHEET 3 FOR MULLING INSTRUCTIONS. B. ALLFASTENERS IN WOODSHALL BE COUNTERSUNK 3116" DEEP. EXAMPLE:F-- 371/2" MAX. O.A. FRAME TYP. W = W LL 7YP. z a zd zal _oi ACTNE 3.0 X 6-8 ELE MPACT LITE SEE SHT. 49" MAX. FRAME 37112" MAX JELD-WEN R o ro 111 1I2" MAX. FRAME FRAME TYP. D.L.O. SHT. # Ci O 0 Ci LL LI lL O W W U) I INACTIVE ACTNE ia } FIXED FIXED 7�SULL POST J �OOUBLE BACK JAMB A SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS REQUIRING OP-55OR LESS 12-0 X 6-8 ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) TART P 1 DESIGN PRESSURE RATING: SIZE QUALIFIES: FULL LITE NON -IMPACT ACTIVE PANELS WITH OR WID SIDELITES 6 MAX. PANEL WIDTH = 35 314' 5-8 TALL SYSTEMS: (XX) (XXO) (OXXO) (X) (OX) (XO) (OXO) WITHOUT SU BOLTS: SURFACE BOLTS AND OOL SMART FRAME POSITIVE +55 k,�SURFACEBOLTS: 1 60 INSWING NEGP.TNE60 COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. 1 NON -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 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW WI 1 1/2" MIN. EMBEDMENTSTEEL AS REQ. 5 3116" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT STEEL AS REQ. 6 #9 X 21/2" PHILLIPB.ELATHEAD WQQD SCREW STEEL 2 OR 4 7 #B X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL S 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*OR4 12 1" O.A. IG NON -IMP. SMART FRAME BY ODL Polypropylen13 314" D.A IG NON -IMPACT VENT UNIT BY I Polypropylen OVERHANG II 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 1S 24 1.0 Addendum to NAIvII OVERHANG -no } c7 f Certification #: NI009887-R2 FA = w Reviewed by: TDW o 0 Date Reviewed-, 03/06/2013 l o l I-+--TS' MAX, FRAME—] i------112 10 MAX. FRAME I 1�--1121/2" MAX. FRAME----' 6-0 X 6-8 (OX) 6-0 X 6-8 (XO) SINGLE (X) j (0) —74" MAX. FRAME----1 Digitally signed by Hermes E Norero, P.E. -----jr- ---- " Reason: I am approving this document . 4Ci Date: 2013.02.19 20:03:21-05'00' W SHEET INDEX SHEET# DESCRIPTION � LL Tpp I ENERAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANES & SIDELITES d , 2 ELEVATIONS FOR 3-0 PANELS AND 1-2 SIDELITES Fj 3 INS''MNG BOX MULLING DETAILS ' •' q INSWING 'VERTICAL AND HORIZONTAL SECTIONS IN WOOD V •% S INSWING VERT. AND HORIZ. SECTIONS IN MASCNRYICONCREtE INACTIVE ACTIVE - 6 ANCHORING DETAILS 7 j ANCHORING DETAILS I I FIXED o FIXED ACTVE 9-0 X 6-8 (OXO) 9-0 X 6 8 (OOX OR XOO) —111 1/2" MAX. FRAME---� 6-0 X 6-8 (XX) � SURFACE BOLTS NOT REQUIRED FOR APPLICATIONS i REQUIRING DP-55 OR LESS I e Q, I I 9-0X6-8 I ^^II INACTWE ., is ACTIVE m �w z� � 0¢ D. 1Q5' MAX. FRAME 89 1/2° MAX FRAME 15 i/2" MAX D.L.O. FRAME TYP. SHT. #3 i o �► � r � o x � o IL • F � W 411.ED JU INACTIVE FIXE 89 1/2' MAX. FRAME 74' MAX FRAME 15 112" MAX. FRAME TYP. r e • r INACTVE ACTIVE FIXEO ULL POST DOUBLEBACK JAMB MULL SURFACE BOLTS NOT REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS B-4 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) p q pm c, N N p CC O m CL co Q/ o J LL Lv v A L 7C m fO c i� « I� o `D NON -IMPACT LITE 37 1/2" MAX. 1` e m e a SEE SHT. #3 53" MAX. FRAME '{ 53" MAX. FRAME �68112' MAX. FRAME �{ co O� FRAME w m f O MAX. I=i m = D.L.O. w z� fl- § e a e < • z z O Co 2: oa • • • �� z op � CLU, L Eu x 0 J Q ul A. s N w FIXE ACTNE ACTIVE FIXE UC-D ACTIVE FIXE ncnwE W 0 to 0 i 4-2 X 6-8 ELEVATION 4-2 X 6-8 ELEVATION 5A X 6-8 ELEVATION 3-0 X 6-8 ELEVATION DOUBLE (OX) DOUBLE (XO) TRIPLE (OXO) VENT LITE (X) ``1��1fi1l11/�/� o OF o o =� ��/ : • 'AO Dnh 12/2012012 7 scams: NONE * ' * owa an G.LUBBECKE � 14EBA F OEiE cnr er: S.SAFF.=.LL �j i \ Z DRFWInC.� 398 �j1 �� 004 338 A008731 FBPE CER �(p�jiUTH. NO.29578 -E- 2 aF 7 MAX.4 UNITS EXAMPLE: OXXO, OXO, OX APPLY DAP ALEX PLUS SILICONE 6-98 X 2" OR EQUIV. BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. 6" MAX. D.L.O. f FIXED ACTIVE 63 63 E O } O O par co co L— co co ODL i" 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 I SIDE GLASS 12 1 3/4" 1" MAX. 1 314" 1 T7 L 3/4' AIRSPACE 3f8" MIN. GLASS 13/8" BITE 1 1!2" 19 518" MAX. D.L.O. O J ci co q I J I X� I Q C3 C3 ODL 3/4" O.A. VENT LI NON -IMPACT 1/8" TEMPERED GLASS INTERIOR 3/4'O.A. SIDE 112' AIRGAP INTERIOR 118' TEMPERED SIDE1/8" TEMPEREI 112- GLASS EXTERIOR 1" MAX BITE SIDE 3/4" Al RSPACE 3/8" MIN. GLASS BITE DETAIL B3 DETAIL B3 13 DETAIL C3 DL NON -IMPACT GLAZING DETAIL ODL SMART FRAME ODL VENT FRAME NON -IMPACT GLAZING DETAIL ,%%%4V !lK4%QT DETAIL A3 (6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT 1" MIN. Q . —j 2 4 2 1 1. MIN. 1. 1 1/2" MIN. 1 112" MIN. EMB. i EMB. 1/4" MAX. 1/4° MAX. SHIM 118" SHIM SEE NOTE #7 SEE NOTE #7 INTERIOR ON SHEET 1 ON SHEET 1 #8 X 3" PFH FOR STRIKE PLATE nureoe1Mr_ nornnrrMr_ uuT EXTERIOR HEAD JAMB VERTICAL CROSS SECTION ' I j HEAD JAMB , SEE NOTE #7 .,,,,—SEE SHEET 1 i \� ')P-- FIXED UNIT �� HORIZONTAL CROSS SECTION EXTERIOR OUTSWING SHOWN F 1D1" MIN. 1 1/2" MIN. EMBED. OUTSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION 1" MIN. 1 1/2" MIN. EXTERIOR EM �. / 1/4" MAX. SHIM SEE NOTE #7 INTERIOR OPTIONAL WCOD BOTTOM `- ? % OUTSWI r TfN�G UNIT OPTIONAL ENDURA S(LY 08 4566A RAIL _ I �� 1 1"MIN. 4 1 �\--------_)__� INTERIOR .� r 4 j ' I EXTERIOR 1 1 4 r-•� R fn7 nn 11 11 j I 7ORNIA4i� n r r �- - -.. OUTSWING FIXED UNIT VERTICAL CROSS SECTION HEAD JAMB HINGE DETAIL TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) BOTTOM = 8 SCREWS (ITEM #8) OPTIONAL ^� WOOD BOTTOM t' • j/.% \ !`=7 RAIL INTEI #8 X 3" PFH FOR \\ STRIKE PLATE 1 4 4 OUTSWING OPERATING UNIT OPTIONAL ENDURA SILL #FOB 4566A 1 112" MIN. EMBED. L 1 1/2" MIN. s EMBED. 1" MIN --1 1" MIN OUTSWING FIXED OR OPERATING UNIT s4DCAL CROSS SECM0 o v�i a+ O in rn N e N • o O coo O `� "v J =_ r- x M (� A O to � � z J o LL 2 a z O o z 0o O co OO zb y0 x z3 I 1" MIN —{-- 1" MIN ---i o ¢ z OUTSWING OPERATING UNIT 3 W/ OPTIONAL SURFACE BOLT w 4 1" MINQ2 VERTICAL CROSS SECTION 00 J w 1 NOTES: ENDURA ZOBL4566 n w > j FOR PLACEMENT OF rrN TAPCON ANCHORS IN � z 2X BUCK OR 1X BUCK CONCRETE/MASONRY OPENINGS, SEE SHEETS `�.r I" MIN. OPTIONALLY, ANCHOR CAN BE PLACED IN �� :�'Q �� onh: 12/20/2012 NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. : O _ 7 7t 71C sv.mNONE awe sr G.LUBBECKE 1/4" MAX. I SHIM ~I 1 1/2" MIN. ITEM r6, (#9 X 2 112")TWo SCREWS TO BE T T � FiE F ORE cHr BY: S.SAFFELL INSTALLED IN TOP HINGE AT JOB SITE, 1 pl p OUTSWING HINGE EMBED. JAMB AT FRAME CROSS SECTION ® CLOSEST TO WEATHERSTRIP. AT SILL, PLACE ANCHOR IN SILL i , 398 H E.338 p pp �� 004 ±J I i , i1 FBPE CEttttf. Fik AUTH. No. 29578 aRAW1No.: A008731 HORIZONTAL �� 4 7 BASE MATERIAL FOR MAXIMUM SUPPORT. CONCRETEIMASONRY 1" MIN. 1" MIN. 1° MIN. l" FAIN. CONCRETE/MASONRY 1 • MIN. 1' MIN. BY OTHERS 1° MIN, i' MIN 1' MIN. �� BY OTHERS 1" MIN OUTSWING OPERATING UNIT ' 1" MIN. 1 1/a• W-l- S 1 114• EMBED 1°MIN. 5 VERTICAL CROSS SECTION 1° MIN. OPTIONAL 1X BUCK1' n1iN. 1 1/4" 5 diA Q . EMBED D FMB. 5 i 2 1111 MIN. L 2 OPTIONAL CONCRETEI 3 WOOD 2 EMBED -r / L 1 •„• MASONRY � BOTTOM RAIL BY OTHERS / I r•• MAY, ' MAX- SHfM 7MAX % I j SEE NOTE#7 INTERIOR EXTERIOR EXTERIOR SHIM SHIM EXTERIOR f ON SHEET 1 IIIAX. SEE NOTE #7 SEE NOTE #7 INTERIO INTERIOR SHIM INTERIOR ON SHEET ON OUTSWING FIXED UNIT P8 X 3" PFH FOR / - 1 )OUTSWING OPERATING UNIT sEE NorE#7 OUTSWING O FRAYING UNIT #8 X 3' PFH FOR STRIKE PLATE EXTERIOR STRIKE PLATE VERTICAL CROSS SECTION V - fPTIONAL ENDURA SILL #F084566A ON SHEET 1 VERTICAL CROSS SECTION HEADJAMB INTERIOR HEAD JAMB IEXTERIOR T OPTIONAL ! i�WOOD 5 3 I i �� 1 BOTTOM ' ~ 1 1/4' MIN. 5 1 L I��/ �1 RAIL EMBED. OUTSWING OPERATING UNIT 1 1/4°MIN. 0 INTERIOR — W/ OPTIONAL SURFACE BOLT EMBED 3 5 va^ MAX. EXTERIOR VERTICAL CROSS SECTION a rExTEMOR OUTSWING FIXED OR SHIM HEAD JAMB 1 OPERATING UNIT I 1-- 1•MIN 1'MIN —i VERTICAL CROSS SECTION a ENDURA ZCBL4566 I'MIN OUTSWING OPERATING UNIT .. 11/a°MIN• N• VERTICAL CROSS SECTION EMBED V-L-, ENDURA ZOBL4565>m Wl OPTIONAL SURFACE BOLTIn 150, N. 2X \ HINGE DETAIL 0 O ooMIN 3 r=*zaOTE #7 TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) C LL �* RETEA+IASOERS J v ON SHEET 1 8 CENTER = 8 SCREWS (ITEM #8) BY OTHERS I. y FIXED UNIT 4X BOTTOM = 8 SCREWS (ITEM #$) EXTERIOR � R o m to HORIZONTAL CROSS SECTION 7— M Y VQ OUTSWING SHOWN 5 2 6 \ / I W tn z � z 2 / 1 1°MIN. � OF.- J V 2 7 1' MINQ ul / EXTERIOR INTERIOR �j H tu a p u 1• MIN. \� V MIN. 1 114" MIN.rj ONE HEfEE97 z £ z IN. l" MIN. EMBED 1" MIN T I O Q 1" MIN. MAY, Z = OU 1 \ INTERIOR j 5 1 1 114" SHIM ui z / O ¢ Z J O T 1°MIN. MINI EMBED OUTSWING OPERATING UNIT 1^ MIN. t MIN HORIZONTAL CROSS SECTION F 0 z 1° MIN. MIN. d J \ ON SOHEET97 S / 1' MIN. OPTIONAL 1X BUCK p > " L7 5 114' MAX. I ON NOTE 97 111111 ►1SHIM 1/4" MAX. I 1 1/4'MIN. eA o z r 1 1/4" M:N. I SHIA1 —i — EMBED. � o EMBED. 1• MIN_ ``�� •.• ii�, a O O OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAM8 AT FRAME 1°MIN. �� ••. �O DATF: 12/20/2012 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION _ 7 w: NONE 1 1/4"MAX. = * / * = omIm G.LUBBECKE NOTES: SHIM = -10 T i jr OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 4 4 �� F (OtiE ` cKL-.- S.SAFFELL EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETEIMASONRY 1 1/2" n11N. blp EY OTHERS EMBED RI '� DRAWIAG No.: ITEM #6, (#9 X 2 112^) TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE. CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 398 D A�•°� E� 004. 338 A008731 AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. (NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB FBPE CER H. NO.29578 SHEET 5 OF 7 a r } 1 2 3 4 5 149" MAX. O.A. FRAME 105" MAX. O.A. FRAME ~ ._�`•. (+-6" TYP. - - 6" TYP.to �3" TYP. 9" TYP.- c° r 1 / D'71 I137I I I I D7 I07 2 3 fco _.. Z) o t I 6 26 B A� 4 5j I B7 CC NOTE: w SHIM FOR SUPPORT AT < OR NEAR EACH ANCHOR a /` / \ O a X XIS REQUIRED I I I I I I I} I O I I I I OI �Fci I I I I r0 co E7 IE7� I I I I I IE71 12-0 X 6-8 OUTSWING 84 X 6-8 OUTSWING Co (60) ANCHOR LOCATIONS (44) ANCHOR LOCATIONS (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 91 TYP. 9• TYP. p j m a 6' TYP. A � E' TYR o C m �n n m 75" MAX FRAME ~ 3^ TYP Y 112 112" MAX FRAME co ° `° a 3• P. 1 0 " 6" TYP. _ _ 6" TYP.� Q a 6„ TYP. 6,. TYP.- _ 2 i en E o ,tea q n IO vV � rU � riYa� r0 O o XLu 11 I 1 1 I I 1 1 LL a A6 I Al 4 s I A6 a s 4 s LL Q 1 I I 1 t xl 10 O X O DETAIL A6 z LL I I I I I 1 I I I 1 (12) ANCHOR LOCATIONS AT MULL z cP o I I I I I I I f I I xz-BACKJAMBS iio POST OR DOUBLE -jo (3-0 SIDELITES ONLY) "° a z r I Lu Cm p J --� � o m o 9-0 X 6-8 OUTSWING `°�� 6-0 X 6-8 OUTSWING `��t��riri�rri, 6 (46) ANCHOR LOCATIONS (32) ANCHOR LOCATIONS �.`� ��,.••• •• �Q� �'�� d Qp % Dore 12/20/201 (FROM EDGE OF FRAME) (FROM EDGE OF FRAME)2 _- : 371/2" MAX. O.A. FRAME 6" TYP. 6" TYP I Lu Q I 2 3rX ¢`co X 4 5 NOTE:ti SHIM FOR SUPPORT ATzo OR NEAR EACH ANCHOR cD �IS REQUIRED L C) �JT 3-0 X 6-8 0 TSWING (15) ANCHOR LOCATIONS SIDELITE/ACTIVE PANEL (FROM EDGE OF FRAME) MAX. O.A. FRAME 3" TYP. 1-t— - 74" MAX. O.A. FRAME 111 1/2" MAX. O.A. FRAME I� P. 6" TYP. I 6' 1 6" TYP. TYP. ri ID7 D7I 1 ' D7 D7 I I I I I I I I a i I 1 I T I I B =„ � _ B7 A6 � I I I a I I I I I I I a I� E7 TTh o I E7 I E7 I I o 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) — 53' MAX. O.A. FRAME P. [_ I —�{ � TYP. ��i T �U �O 68 1/2" MAX. O.A. FRAME 3" TYP. II 1-2 X 6-8 SIDELITE 1 4-2 X 6-8 OUTSWING 5-4 X 6-8 OUTSWING (14) ANCHOR LOCATIONS (24) ANCHOR LOCATIONS 6" TYP. (30) ANCHOR LOCATIONS (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 3" TYP. (FROM EDGE OF FRAME) --9" TYP. 9" TYP. 3' TYP.---I 1 6" TYP. 6" TYR T 1.0� _r T ;a U O 891/2" MAX. O.A. FRAME 3"TYP. 1 6" TYP.� { _ I ID7 D7I •� M a .a ch m 'o N I �� I c .a LL mC7 I I I B7 I M c z m tc �y E ^ m -2 12 0 I X " ' ,, 1 I I I I I I I I IE7 E7T' zt Ci 7-2 X 6-8 OUTSWING (3B) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 3" TYP 3 1 L��2- #8 X 3" PFH I v SCREW 0 /� 0 0 1- BOT?OM SHOOT X X DETAIL 137 4DETAIL BOLT INSERT PLUG (12) ANCHOR LOCATIONS a s 1- TOP ASTRAGAL AT ASTRAGAL C7 (6) ANCHOR LOCATIONS AT MULL DETAIL D7 STRIKE PLATE DETAIL E7 POST OR DOUBLE -BACK JAMBS HEADER STRIKE PLATE SILL PLUG INSERT 4 s (1-2 SIDELITES ONLY) AT ASTRAGAL AT ASTRAGAL ``t�ttllllll/�� O 7 AFT l F _ kl�AP7}OOp.� t'ZS i98 d� ii� ATE 331 13004 FBPECER �tl�tAl}3H. NO.29578 J LL E Q 0 E z O o7 0 z 10 = W X V O Q w z Fw— to OLn F c c O , F 0 0 1. o ~ O )ATE: 12/20/2012 xALE: NONE Dwr, BY: G.LUBBECKE cm Br.. S.SAFFELL DRAM14 No.: A008731 SHEET 7 OF 7 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Deport 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-3 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 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: JELD-WEN, inc. 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 Digitally signed by Hermes F Norero, P.E. '- j �iNA1- %NN Reason: I am approving this document Her IV. �3w�o`P.E. Date: 2013.02.19 19:56:40-05'00' Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies FL#: Date: 01/14/2013 Report No: 2293 Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Contours Premium Steel Wood Edge Full Lite Non -Impact C►utswing 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 Ever Drop Date: 0 3 y p Report Noo:: 2293 Certificate of Authorization: 29578 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. (FBCOrganization #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: 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 A Perfect Solution in Every Drop Certificate of Author] zatlon: 29578 Equivalence of Test Standards: FL#: Date: 01/14/2013 Report No: 2293 Component Material Testing of ODL 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: 12/01/2010 Report #: TEL 013110299-A,B,C,&D Report Date: 12/01/2010 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 FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 ^.@/6AN BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: FL#: Date: 01/14/2013 Report No: 2293 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: Referto 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