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HomeMy WebLinkAboutProduct Approval 1 36" X 80" 2 36" X 80" REPLACE DOORS IN 2 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 80 20.00 4 39.1 -42.6 FL14569.465.0 -65.0 LSMI 2 36 80 20.00 4 39.1 -42.6 FL14569.4 65.0 1 -65.0 LSMI 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= 21 FT 6 IN SANDERS RESIDENCE 9824 PERFECT DRIVE,#48 DOOR REPLACEMENT PLAN PORT SAINT LUCIE, FLORIDA s 06/3012015-2:37pm gabriels V:\Projects\-2014-MPS\400 Wind Charts\ Reference\00-MPS14-100 Series C&C(Currenl).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE',FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Trlbuta Area 5 Ft Roof Tributary Area S Ft DEFINED1. LAS THE CRI ES ARE ENDED TO DEPICT-THE.�YVORST CASE'Ti�A'CGOkD:MON O�AN NJSSS${�IpppWN VARIABLE ASDESCRIBED BELOW. Height 10 S.'WORST CASE-IS 15 0 25 30 �4 50. eleht 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO DITION SQUIRED FORA �}NIt THESE TABLES. -41.0 -40.0 -39.3 -38.7 -38.3 -3 9 7 6-. 0 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID O L`� i%3U!L]ryItGSROF j1 E1.� ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft \ \'� 0-15 ft 3 TABLES VALID F R rL�OF'T-YhES�&�540PG APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35.5 +35 1 + ,7 -4-.�3 x{33:Sr +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 I `' LESS THAN 101 SHA B'PE_ D B GINEER ASA SITE SPECIFIC CONDITION. -41.6 -40.5 -39.8 -39.3 -388 3 ;4yI 81: 3]'8 3 6- -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B LD GME AVERO E)`F2 OF HEIGHT.IF THE MEAN ROOF HEIGHT 1. ' 't CANNOT BE IDENTIF ED 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +352 .`+34 6 'k54 X16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 iLLLSE�11E1PEAK RObf HEI T. -42.1 -41.1 -40.3 -39.8 -39.3 -38. 6'y 3=% A - -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 5. ALWAYS ROUND ROZSF':k{FIGH:TS,�)'O� ES T LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft \ ',-3 17 ft 6.CALCULATE THE TI a Y„AAAE/ oF�,T E OP NING IN QUESTION(HEIGHT*WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +3919-�.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)Ml?['f7 1IPJ,1E, L Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT=/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OPENIOF AN OPENING CANNOT BE IDENTIFIED,THE MOSNGS ONLY-THIS INCLUDES AREAS BETWEEN T CRITICAL(0 SQUARE URAL MULLS. IF THE TRIBUTARY HALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -03.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 48.51> 46.4 -45.8 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 ft 21 ft ..��__/� MUNICIPALITY IN ACCORDANCE WITH CODE. +40.6 +39.5 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 +40.6 +39.5 +38.7 +4 ;.�+3LT+,aZ.3 +36 9. '} +36.3 1 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -44.4 -43.4 -42.6 42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 -5p.0 Oa 7 5 ,/gp�8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft 22 ft ` +(�-y y'i� +41.0 +39.9 +39.1 38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 +J8.5 ;*3 37.61 1{37��F�*, 7.0 +36.7 GENERAL NOTES: -44.9 -43.8 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -5p.4f.r49_5Z g 48.6 f-0 91' 47.3 -46.7 23 ft 23 ft i l w"�L-. �f 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 + 8.9 8.4=.+38.0 -y,37.t 43 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -Sa?T`- 9` qg�y�7r�r .4�4�:/ -47.1 CRITERIA AS OUTLINED HEREIN. "- flhf= 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38. 8.0 +37.6 +37.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 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 26 ft -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 ft -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 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. 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 1+39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -46.8 -45.6 -44,8 -44.2 -43.7 -43.2 -42.9 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORJ3E5 ING WIND VELOCITY,EXPOSURE,AND OTHER 28 f[ / 8 ft COEFFICIENTS LISTED-.HE NrSHAt-1,86 DA ND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 +305+a9-2'x+38 9 +8 6"�//j; +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM (0-T=AN. ERM HOLDER.ANO- RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 4 6 ''�32 41l2.6 %' 7 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFERED REI w`�.� f 29 ft +43.4 +42.3 +41.5 +40.8 +40 3 +3�9.9[_39 5 9 IZ k3%9$/ 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39,2 +38,9 5.THIS SPECIFICA )O I O{Id VDED JO 0 FER ANY PRODUCT APPROVED CERTIFICATION. RE ER SEP-ARA�'ELY: II MITTED TEST CRITERIA AND OTHER -47.4 -46.3 -45.5 -44.8 -44.3 4qq 9 2 429;C -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE G KST, TION'`INFO MATION AND APPLICABILITY OF THESE TABLE 30ft T1'' -r'^�:�a� +' 30 ft VALUES WHICH IST{B VEQ-TFIED 8-OTHEfjS`I CCORDANCE WITH GOVERNING CODES. +43.7 +42.6 +41.8 +41.1 +40.6 +4V:2[X39 8.�+39 5 +39.2- +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 _ 6.ADHERE TO ALL OC -I+4ppCT QROTrE OKtSXS�TEM ORDINANCES. 32 ft -48'1 -46.9 -46.1 -45.4 -44.9 -4 . _-44�a r�4'.5` 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATIOlf! ERED-P�R: INTEGRITY OF THE HOST STRUCTURE. +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. �7 +44.3 +43.2 +42.3 +41.7 1+41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY PIN,NO ADDITIONAL CERTIFICATIONS OR 35 ft 49'0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 35 ft -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, rPEAK ROOF -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 k 40 ft ' DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. / -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 / ROOF SAVE HEIGHT 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 a µ ROOF -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I I HEIGHT SOft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 k +48.7 +47.4 +46.5 1+45.8 1+45.2 +44.7 +44.3 +43.9 +43.6 5 55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 5 I O I Jr ® 4 `T 8 +49.7 +48.4 +47,4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 8 -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 ELEVATION O 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 f[ +50.6 +49.3 +48.3 +47,6 +47.0 +46.5 +46.0 +45.7 +45.3 WA LL ZONE FIGURES ISO C REMARKS GSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING > o m� D O P INffISSUE GSS TSB 03/05/12 0 oma m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 201[,`1 EXPRESS o �� oz REV 2014FBC DGM TSB 06/10/15 / �1 - ASCE 7-10 CHAPTER 30 z° W _ CORPOR-E OFFICE: A z m 160 SW 12th AVENUE SUITE 106 $; 0 J °z Lq Hs - DESIGN LOADS FOR COMPONENTS&CLADDING ' z DEERFIELD BEACH, FL 33442 mo v D = MASTER PLAN SHEET m m f rN A THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-06610 F:(954)354-0443 L pO Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 CERT OF AUTH#9885 g q �o W WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / y 0 E:HELLO@ENGINEERINGEXPRESS.COM A z m ADDITIONS,OR OTHER MARXINGS TO THIS DOCUMENT ARE NOT 0 PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM Florida Building Code Online — lit t7 ., p y h ,.- BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map Links Search Busines Professional g 'Product Approval t�—s,�,.: USER:Public User _�duct s.ous-c,ai rg­�,-'>Fr iur.e-=,-!:cation Sea,ch>Acolicahen Lis,>Application Detail FL# FL14569-R7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. \. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http:iitsmmv.flocidabuilding.orgipr/pr_app_dtl.aspx?paramwGEVXQvtDquxT-VBjriRcYg%2fDEHW 1XNZW 1DOuyPOG87LWwGxpHtrgNIQ%3d%3d[12/30/2015 9:43:09 AiMI Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products i FL# Model, Number or Name I Description 14569.1 'Contours Steel, Wood Edge i Full Lite Door, Outswing, 6'-0"x 6-8" i Limits of Use i Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO06255-R7 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes ! 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer i FL14569-R7 II 3W0509-03 Installation,pd instructions as stated on drawing 1W0509-03 j Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392.3df Created by Independent Third Party: Yes ~14569.2 — Contours Steel, Wood Edge `Full Lite Door, Inswing, 6'-0"x 6'-8" -- Limits of Use ;Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI0O6255.O2-R3 Certifica _p)l Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other: I FL14569 R7 II JWO509-04 Installation.pddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE 15ER3393.pdf Created by Independent Third Party: Yes 14569.3 !Contours Steel, Wood Edge Full Lite Door,Outswing, 6-0"x 8'-0" Limits of Use i Certification Agency Certificate Approved for use in HVHZ:Yes i FL14569 R7 C CAC NIO06254-R5 Certificate.odf I Approved for use outside HVHZ: Yes 'Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 ;Installation Instructions Other: FL14569 R7 II JWO509-01 SS 2015-07-02 pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.pdf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge !Opaque Door,Inswing/Outswing, w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0"x 6'-8" Limits of Use — 'Certification Agency Certificate-- — Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO11062 NI011O62.01 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: N/A j Installation Instructions Other: EL14.562. R7 II 3WO32072FL Installation,odf Verified By: Hermes Norero 73778 j Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321..ndf Created by Independent Third Party: Yes — — 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 8'-4"x 8'-0" Limits of Use F Certification Agency Certificate Approved for use in HVHZ:Yes FL1.4569 R7 C CAC N101.1061-RI Certifia odf i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=%vGE V XQwtDquxTVBjriRcYg%2tDEH W 1 XNZW 1 DOuyPOGg7L WwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] Florida Building Code Online Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL],4569 R7 II JW072O12FL Installation.pd Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.Ddf Created by Independent Third Party: Yes 14569.6 j Contours Steel Wood Edge I Opaque Door,Outswing'w/or w/o Sidelite, 8'-11"x 6'-8" -- Limits of Use E Certification Agency Certificate Approved for use in HVHZ:Yes I FL14569 R7 C CACNIOII08 -R1 Certificate,12df „ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A i Installation Instructions Other: FI-14569 R7 II 5-2104 Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3398-Ddf Created by Independent Third Party: Yes 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/or w/out Sidelites, 8'-11"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes j FL-14569 R7 C CAC N1011096-RI-1\11011096.0.1 Approved for use outside HVHZ:Yes R1, Certificate.pdf Impact Resistant:Yes i Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2019 Other: i Installation Instructions FL1.4569 R7 II 5-21.08-01_(�df Verified By: Hermes Norero 73778 I Created by Independent Third Party: Yes I Evaluation Reports { F314569 R7 AE PER3832.12df Created by Independent Third Party: Yes Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address 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: CM_3ck sccuritv,a;j s rc.r littp:/hvw%v.floridabuilding.org/pr/pr_app_dtl.aspx?param==NvGEVXQwtDquxTVBjriRcYg%2fDEHW 1XNZW 1 DOuyPOG87LWwGxpHtrgMQ%3d°/3d[12/30/2015 9:43:09 AM] NOTICE OF PRODUCT CERT'IFICAT'ION p GERTIFtLi Company: JEI.,D-WEN Doors Certification No.: N101.1062-111 uC4Rgp L 3737 Lakeport Drive Certification Date: 04/17/201.2 Klamath Falls, OR 97601 Expiration Date: 04/30/2020 . M1 Revision Date: 10/27/2014 Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact & Non-Impact ''` ,►r.�c\`� Rated Glazed Sidelites (whvood frame unless specified) Specificatiou: TAS 201-94/202-94/203-94 The"Notice of Product Certification" is only valid if the NAM[ 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 NAMl's Certified Product Listing at w ww.Na in ice rtification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or 11[aximum Pressure Impact Drawing Number& X I/S Opaque 3"2'" x 6'10" +65/65 psf Yes NC-11-210-3801 ''/Il_ I802 Max Panel Size:3'0"-x 6-8" Single Installation Details. JW-320121--1. Qualilics Coniisurations:X \qaN Panel Size.3'0'-x 6-S'- Single Installation Details AV-320121:1. Ouahties Contizuralions:X OXO Its Door-Opaque 9'5 a 6'10 +65/65 psf Door-Yes NCII-)Io-3801-2/1-1130- Max Panel Size:3'0",-\6.8'/Daylight Opening: I''Y'e i-3.. Single w/Sidelites Sidelite-Glazed Sidelite-No Glaz.im_:1G- P, 'Tempered Installation Details: J\\-3201211. Qual it irs C'onlie.urartiuns: 0/X%OV'XO;OXO OXO O/S Door-Opaque 9"5" x 6'9" +65/6; psf Door-Yes NCr1..-21u-3801-2;1-1. ISO2 Nh�Panel Size:3'0"\6'8"Daylight Opening: 1'9"s 5-3` Single W/Sidelites Side]ite-Glazed Sidelite-No ({lazing:1(i-1X 'Tempered Installation Details: ,1142-3_01_11. Qualities Contiaur:dions.O!X/0X/X().1(')X0 OXO US Door-Opaque 9'5'' X 6'10" -+-65/65 psf Door-Yes NCI -210-3806-2/1:I- 1802 \lax Panel Size:3 0'-N 6'8"1k1yli1_'h1 Opening: I ')'.x;-i. Slagle \'v`/Sidelites Side]ite-Glazed Sidelite-Yes Cilazina'I(I-Lamm;tc-I;"S' :lnncaled(;I:uti'lly(;'ti01utial'V131ntrrl:t errl;y.. lnnudcil(.ilas:'U8"'I empered Glass Installation Detaib. JW-12o121-1, QUillilll'S C011fi'_1urali01K O/N!'OXr'NOr'OX(.) ) ( '� �, OXO O;'S Door-Opie{tie. � � )' +6-; 6 6_ psf Door-Yes NUT10801211 1802 1Iax Panel Svc ,l!' x 6 S 1)n h_lit Opuun 1.9. SIII,1e \-k/SldelltCS 51d(Ilte-(,I lied sidelite-yes Ghvin_.I(i-I;uninale 118 .\nnealed Glii»,'u9n'Sululm PvB 111ml,net 1/8" Annealed Glassi 15 I empered(iia» lnstallalion Details: .RV-',1ul2lT __ Qualil'ie.('nnlieuralions U/N O\iNO r).NU --- National Accreditation & Management Institute, Inc./4794 George Washinuton Memorial 1-lighwav/1-laN, WA 23072 Tel: (804) 681-5124/rax: (804) 681-5122 iNAMI A11TI-IORILED SI(j,,NATURE: NOTICE OF PRODUCT CERTIFICATION 69c<RTtr �a Company: JELD-WEN Doors Certification No.: N1011062.01-R I. 3737 Lakeport Drive Certification Date: 04/17/2012 Z Klamath Falls, OR 97601 Expiration Date: 04/30/2020 . Revision Date: 10/27/2014 Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/& w/o limpact cit. Non-Impact ]Rated Glazed Sidelites (wAvood frame unless specified) P ° . Specification: TAS 201-94/202-94/203-94 The"Notice of Product Certification"is only valid if the NAM 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 wrvw.N;unlcertlflcarion.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 1/S Opaque 6'2" x 6'10" +60/60 psi' Yes NC-11-210-3801-111:1- 1802 Max Panel Size:3'0"x 6"8" Double Inslallatton DeMils: Jw-32012P1. OualificsC'unli<1uratii,ns:XX XX O/S Opaque 6'2"x 6'9" +60/60 psf Yes NC 1,-210-38111 2/r-L 1802 Ajax Panel Size'.3'0"x 6"81' Double Installation Details: JW-32012H. Oualrlirs Conliauratiuns:XX OXXO L'S Door-Opaque 12'5" x 6'10" +60/60 psf Door-Yes WTI.-1 I0-11987-1rn1. 1802 Max Panel Sire:3'0".%6'8':/Day1ight Opening: 14;,x 5'3•` Double Nv/Sidelites Sidelite-Glazed Sidelite-No caazing:l(i I:4'""rcn,pered Installation Details' .RV-320I2H. Qualifies ConfiVyurations:XX%XX(:)./0XX/0XX0 OXXO O/S Door-Opaque 12'5"x 6'9" +60/60 psf Dour-Yes NCr1.-1111-11987-14-1_, 1802 1Jax Panel Size 310"x CV/Daylight Opening. I `)'" 5'3 Double w/Sidelites Sidelite-Glazed Sidelite-No Glazing Irl- 1/S'" tempered Installation Details: M-32012F1. Qualifies Configurations:XX/`(X0/UXX/0XX0 OXXO US Dour-Opaque l2'>'' x 6'10" +60/60 psf Door-Yes Nc TI.-110-11987-1/11. 1802 �la�Panel sirs ,0"x 6'R"iUaNli:,11t OTunmg. 19 .N 5'3­ Double w!"Sidelites Sidelite-Glazed `idelite-Yes (ikvine Ki-Lammatc-11.87 Annealed(ilass.090 solutia PN 1i Tnterla,•ei 1:3"• Annealed Glass:TIN l empewd Glass Installation Deutils: M-3,M21:1, Qualifies(.'unliguralions: XXiXX(.),'OXV0 XX() —--- OaXO O/S Door-Op clue 12'5" x 6'9" +60/60 psf Door-Yes NO I.-110-1IQ87 1 ITI, I8(il- Max Panel stn PF x r,s )atilt ht Opening 1"9 x i'3­ Double w/51de1(les Sidelite-Glaze(l Sidelite-Yes Gh"mg.I('r-I;unimfle 1;3 Annealed(.�Iasv.u90r solutiaPVBImerlaver1%3• Annctdat Glass I%3--Tempered Glass Installation T)e.tails: JNV-32002[1: Oualilie<('oniisuralions XX;XXO:'t)XX'l)XXU National Accreditation & Management Institute, Ined-1794 George Washington Memorial 1ligliway/1'11ayes k 23072 Tel: (304) 634-5124/Fax: (304) 684-5122 NAnll AL!'MORIZF.D SIGNA"TUBE: JELD-WEN DOOR TABLE 1 INSTALLATION DETAILS 1 11,1147 APPROWiD SYSTEMS.o x 00 to or Ox(Tv)o 7O 1x> r xxu a ), uuu ro R J Eo;,D11 LN s -.. .. .. CONTOURS STEEL DOOR,WOOD EDGE slit COA1Irlrs OVAQIJF,u:7IVi1 PANFL5 nrm IrnrAr:TlnorauiP4cr f,L:,SS 510ELITE .-- -- -�. . -- - -- - 24 GA.OPAQUE DOOR&GLAZED SIDELITES v'rr�FL wion a' c,.r 1 ui srE.ns UP TO 12'-0"X 6'-8" /. xx Ixxol I Oxxol --- ' 'OUTSVJ NG OSITI F I OUTSWING/INSWING -- '"GENERAL NOTES -_- t.THIS PP.ODUCT IS DESIGNED TO COMPLY VRTH CURRENT INTERNATIONAL BUILDING CODE(LB.C.I&INTERNATIONAL RESIDENTIAL6G INS.•IN., O,In F 4 -6 + 05 CODE(I R.C.)ANO THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 20'-94,T'AS 272-93 AND NEGATIE TAS 203-94. PRODUCT ALSO MEETS'FI1GI I VELOCITY HURRICANE ZONE"(IIVH7)REQUIREMENTS ---'"--"---- � �---"--'- 2,1X AND 2X WOOD BUCKS SY OTIIERS,MUST BF ANCHORED PROPERLY TO l R4NSFER LOADS 7O 1FIE S 112UC PURE. BUCK MATERIAL COMPONENT LIST MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. �--- --------------- ----"` --- ITEM DESCRIPTION MATERIAL OTY. PRODUCT ANCHOR TYPES ANU SPACING ARE SHOWN ON SHEET.7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) _ _ WOOD 'AS REQ. FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 12x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD 1 AS REQ. 4.CHIS DOCUMENT'SUPERCED'ES OTHER ANCHOR INSTALLATION INSTRUCTIONS I—3-1,1 x WOOD SUB BUCK(S.G MUS BE 0.55 OR GREATER) - ( WOOD_ AS REQ.I FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN d k10 N7000 INSTALLATION SCREW W11 112"MIN.EMBEDMENT STEEL AS REQ.` DOCUMENT#JII106(PRE-HUNG EXTERIOR ENTRY DOORS)FOUND ON THE JELD-WEN WEBSITE: 5 3116"ITW TAP ON ANCHOR WI 1 114"MIN.EMBEDMENT STEEL AS REU. J4LU-WEN.COM1NPRODIICT-SJPPOR117):)Ci/MEJJTSRNSTALLA 7lQfJ-IPlSTRUCrIONS _6___k10X2"PHILLIPS_FLATHEAD WOOD SCREW STEEL k8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3OR6 AS REQ. �FI ORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON-IMPACT 7 ----- -- -- - GLASS SIDELITES. 8 #9 X 1".P ILLIPS FLATHEAD WOOD SCREW STEEL 21 OFR 28 i ---149"idAX.FRAME- 9 1"OVERALL ALUMINUM FRAME_IMPACT GLAZING IG BY COL ALUMINUM_ 1 I Fi.FOR DESIGN PRESSURE RATINGS.SEE TABLE 37 1!2"MAX. _ i " J 74MAX.FRAME 10 KWIKSET LOCK SERIES 400 STEEL SHEET 1. FRAME TYP. 1 1 ' I + - - - 01 0 I ( 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 — 7.A_L FASTENERS IN WOOD SHALL SHT.#2 12 1'OVERALL PLASTIC FRAME NON-IMPACT GLAZING IG BY UD PVC 1 I BE COUNTERSUNK 3116'DEEP. } --' - — 718 X_1 1!2 PHILLIPS FLATHEAD WOOD SCREW STEEL AS REU. EXAMPLE: 311r r O 13 -- _ 1:�1 ovcra wNG -� o I �S a •1 1 NOTE: PRODUCT HAS NOT BEEN RATED FOR _ �--- o � D.CORE DESIGN:EXPA, ED POLYSTYRENE WITH I, + I I 'NATER INFILTRATION. IF AUTHORITY HAL'iNG a © m ry 1.0 TO 1.25 LES DENSITY,BY JELD-WEN INC. Z O u 5 I t ti I_ t'+ JURISDICTION REQUIRES THAT PRODUCT MEETS + p d z u o THIS REQUIREMENT,PRODUCT SHALL BE USED i - m ' 1 WHEN INSTALLED AT LOCATION PROTECTED BY 9 FACE SHEETS'24 GA(0.021"MINI THICKNESS. rn`'r C = ry j I- Ix �O I-n rn RRR I t OVERHANG SUCH THAT OVERHANG(OH)RATIO= I u L v GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD z_O w - OH LENGTH_Oil HEIGHT IS 1,0 STRENGTHFY(AVE)=40300 PSI. O W _ , x X Q E x ACTIVE INACTIVE ' ATIO -f}`... FI%EO.. i :FD(EO ai W IMPACT LITE NON-IMPACT LITE 12-0 X 6-8 ELEVATION , K SEE SHT.#2 SEE SHT.#2-`•, o DOUBLE DOOR W1 FULL 3-0 SIDELITES(OXXO) o w H 0 37 1f2MAX..O.A , C -� Z 4 FRAME TYP. - I� Ow UJ 0 , 75'MAX.FRA"AE--�-I I-�-75^MAX.FRAME------I I 112112"MAX.FRAME { i 74"MAX.FRAME-_ \ '��I�LL O SIJ Z 4Q ci w o o L7r F� O O � I �'' Z�a;O IiJn . 4 I I i\ /J I eJ� :I ! C61 Ie� l \ e L, Ow09 � ELI o N a.l ," IIt� + IfIr�II�I111 e u1 w x r zo 6-0 X 8 8 ELEVATION ai� O 4 0 L_jJi J L 1 L _ DOUBLE(XX) :3 a ACTIVE ACTIVE ACTIVE INAC 1'IVE V-- 0 O 3.0 X 6-8 E NATION 6-0 X 6 \ =1xen FIxEn / - - FrYED -_ . ____- z H z ACTIVE __ —' w OPAQUE FULL LITE st JJ O a. A ELEVATION 6-0 X 6-8 ELEVATION 9-0 X 6.8 ELEVATION `ssx S F. �i�� &v SINGLE( &(0) DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) �r4E 1r207 2012 -;NONE SHEETINDEX SHE-R--..-_.._..-------...-------------- ----_-T _,t r ; '* = o.>ti:.s.�G.LUBBECKE SHEET JJ DESCRIPTION (f �'p; ' 1 _EIJEP.ALNOTES 90M ELEVATIONS A14010P,L(,C,.AT101$- s S.SAFFELL 2 CUT54'JIN i1NS41JG BOXM CLIA DETA4 — Digitally signed b Hermes F.Norero,P.E. �A r _ OtlrfL_0VERTrCALAND HO'LJIA SCCTLLJS IWCCD 9 Y g y a OUTSWING 19FZT AND 1+0a1L.SECTIONS IN rmSCaRY7GOhCP TL n, Reason:I am a prrovin this document 398 Be,�ct� #336 3W032012FL [__s NSN[M1 VERF[G41 hPOMSECT TONS I MASONS INWOOD - - MY - g_ �/ py .� G q ((�6 M 11 G VERT. NO HOR72 SECT or IN nA Cvev/CONCRETE Date:2015.01.07 15:24:33 05�0 DFINecquay 7 C1UT5J/fNGFM1IIIN..V.]GA.iC7QRIN„DE'ALS.__- F13PECE ifiib9AUtTR.NO.29578-W I 7 APPLY DAP ALEX PLUS SILICONE 6. B X z OR EQUIV.BETWEEN PFH SCREW AT \ JAMBS BEFORE MULLING EACH MULLION TYP. 1/4"MAX D I 0 � �1 --- 11 MAX D L.O. A L �iii ! B2 B2 FIXED 1 ACTIVE lk� _ G C2 C2 a I z AVJL � !� 1 •1 I N I v U ¢ I T co � M � O Q 1 -_ -- - - 0 O O W V1 ODL IMPACT(ALLEN)FULL LITE OOL LIP-LITE NON-IMPACT a _ 3-0 X 6-8 SHOWN 3.0 X 6-8 SHOWN x ^ E m Y LL COL REDISEAL 518"MIN. 1 7I8" GLASS BITE-' INTERIOR 1,8"TEMPERED w FOAM GASKET- /9 Q2 SIDE GLASS W INTERIOR 0 W Z z '— V8"TEMPERED `\SIDE_ J GLASS \\\ _ �_~' I 1 W Q U d o . ,! t'MAX. 1 3!4" 1 3/4" 1'MAX. O UJ Z C7 '� f U j 0.509"AIR SPACE 31 AIRSPACE O c� (21116"ANNEALED- (--112"MIN.GLASS X 0 s GLASS ODL REDISEAL J ¢ FOAM GASKET ''t 3!A''r--- BITE 00 1 LCU-D SPACER V1 w X a 0.090 PVB w 0 0 0 a DETAIL 62 DETAIL C2 Q INTERLAYER ¢ cN � BY SOLUTIA ODL IMPACT GLAZING DETAIL ODL NON-IMPACT GLAZING DETAIL 0 0 o a MAX.D.L.O:20 112"X 62 1/2" MAX.D.L.O:2 63" z d BOX SIDELITE MULL AZ I ``.�` /a, 0 0 ? E MAX.4 UNITS — `�� �hEs F A/p ;1 zo/2o1z EXAMPLE:OXXO,OXO,OX y��' G �t;S '•� p / _ NE N4i. �] caNO.LUBBECKE DETAIL A2 % 7$ = aa.u.: S.SAFFELL (12)FASTENER LOCATIONS AT FK�et {61 '7 ", I DOUBLE-BACK JAMB ATTACHMENT' 398 �{QQ eE1\CF1�x338 3W032012FL DAklW $E�"A%FL`O 04 ___ jFBPECE f!1¢YiAU 9 NO.29578 wr.. 2 7 CONCRETE, MIN 1"MIN, 1`MINr MIN. MIN "MIN.. MASONRY ;IN-- VIN BY OTHERS IYP, MIN I MIN EX; KICI k C.m B. ------------- 1 /10 I v4'M;N, �77 EMBED 5)� .7— _ -_ __ ap T CONCRETE-, MASONRY GO N"�R E I&-j 11;4' BY OTHERS MASONRY BY n7IIrR^T- EMBED j- 114". 17771 I-MIN MIN MAX SHIM EXT RIOR IMAX. OUTSWING OPERATING UNIT MAX. SHIM EX7ROR VERTICAL CROSS SECTION 1i4' — SH11111 SEE NOTE 1.11, SILL OPERATING UNIT SEE NOTE 47_1 ENTER:CR SEE NOTE J;7_j INTERIOR VERTICAL CROSS SECTION DNS,SHEET I ON SHEET 1 SEE Nore,17 OPTIONAL V*BUCK ON'SHE ETI EXTERIOR CONCRE7ri OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT MASONRY X Y OTHERS VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMS HEAD JAMS 11:4'MW. ELIDED 5 O4XI-IIIN. 3x I-WN 3x 0 tf 6 OUTSWING STATIONARY UNIT HINGE DETAI VERTICAL CROSS SECTION 3 REQ'D I BOXED SIDELITE SILL • --SEr ITEM 117 o -9 t ON SHEET 1 0 MIN x 114, SH O.1111 E211E. LLI 0 L- z OUTSWING OPERATING UNIT EXTERIOR HORIZONTAL CROSS SECTION OPTIONAL I"SUCK V5 z on 0 1"MIN. 11 Nil 3u) 22 j / 1� 1 7"MIN. I O t NIIN. N. 0 0 oz Yo 0 o INTERIOR I-MIN i'MIN. w co <z LLj U w U) MIN • I'MIN. z NOTE#7 11 NIIN -SEE NOTE#7 < C'j > 03X 0 0 DETAI E 4-D MAX INA ON SHEET 1 0 1/4' 5 cz 1'MIN. ON SHEET 1 5 11A.. V,, SHIM L) 0 EL tut'MAX. I N4"MIN. MIN. /yo EMBED. ...... 1 114'1,11N. SHIM EMBED, .112012012 OUTSWING HINGEJAMB A I FRAME OUTSWING LATCH CH jAME;AT FRAME 0-MAX, -OSS SECTION • NONE HORIZONTAL CROSS SECTION HORIZONTAL SHIM 4 4 NOTES: -- *o ( , I/ —-G.WBBECKE E>OPTIONALLY.ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM I CONCRETEWASONRY--"'1 10"MIN. EMBEDMENT IS ACHIEVED. BY OTHERS EMBED S.SAPFELL �ITENI;16.(.110X 2-IONE SCREW TOBE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST 10 WEA I HERSTRIP. OPTIONAL MASoNRYiCONCRFTF INSTALL 398 38 CROSS SECTION OF HEAD JAMB OR SIDE JAMB D JW03-2012FL IDATI SILL,PLACE ANCHOR IN SILL BASE MATERIAL FCR MAXIMUM SUPPORT. F P7 29578 4 or 7 .............. FE NOTE P7 ON SHECi 1 `� 1 NIIN E— --- 1 MIN. ---�f1\q 1 2 I MIN I--- 1'MIN --- `-0� --- - H \ EX'EkIOH INTERIOR I- i EXTERIOR INTERIOR --- - • 1 1/2"MIN 11 - -� EMB. EMB. ` \ T -Al" I 1 112"MIN114" 1;2"MIN. -_..,... "1..; EMBED.-'--•-i EMBED.MAX. 1/6` MAX.SHIMSHIM I / �-_^1'F.IIN /XERIORSEE NOTE d7 � EXTEkIOR INTERIOR SEE NOTE 42 J---' TERIOR I'-' 1"A'lINONSHEET 1 ON SHEET; 1`MININSWING OPERATING UNIT INSWING STATIONARY UNIT J VERTICAL CROSS SECTION VERTICAL CROSS SECTION INSWING OPERATING.UNIT INSWINGSTATIONARY UNIT SILL BOXED SIDELITE SILL VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB 1 17 MIN. 1:4'VAX. `EMBEG, - SHIM1� SEE NOTE 47 r -----' �ON SHEET 1 NOTES: I // FOR PLACEMENT OF ITN TAPCCN ANCHORS IN 2X BUCK OR. 1•rnl'u', /// IX BUCK CONCRETEMASONRY OPENINGS,SEE SHEET 6 "A o -^� OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION C ^ n EXTERIOR / f1 8 �Cf HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS q t o � N 3X ACHIEVED. Q o (!J / ITEM#6,($10 X 2')ONE SCREW TO BE INSTALLED IN EACH 8 HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. q n m % (��AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR HINGE DETAIL I 1 ,MAXIh1UM SUPPORT. 'UNIT INTERIOR 3 REO'D l STATIONAR1 U1 HORIZONTAL CROSS SECTION !'� w H 0 z U INSWING SHOWN Z O \ - - a w- \ wpN G /��� z 1 1 1 , 1/2 1 6 3 Lu U F �\JJlI J INTERIOR \ ] 2Z 1 0.6 OO pC0 00 I W Q 1? a 2 I n � Dl"AIN, \ ,I / \ 4 1 2 1'MIN. `Xo of 0 EXTERIOR i cL O > H (.0 Z a F- z \� 1"MIN. �� >GS h.NO ��` O 1'MIN. N = ` E\ \ / / SEE NOTE X7 ON SHEET 1 ( ! �, :4��, I�rt i��0„ 1.12012012 1/4"MAX. 114"MAX . �i�777Fj' t `=•:E.NONE 1 1f2"FAIN. r__ SHIM SHIM 1 1/2"MIN. �7 G.LUBBECKE EMBED. --� EMBED. p,@,1gELS,,�,/I,F�LpIR6i�f cnc m.S.SAFFELL %FoSN"V."[>j§1iwy."7 )7uw�:vmr,rM: INSWING LATCH JAMB AT FRAME INSWING HINGE JAMB AT FRAME 396 ,,,FFF��a,,, BE14Ctl #338 1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION CAM 03 04 Z 2012FL I✓ __-_ __ _ —__FDPECE i9MA1i WNO.29578:"'n 5 - 7 FAIN --___- V FAIN.--....._..-_ _.. ;•MIN. .. i'MIN. .--.. _ C NCRETE: + — MITI. - + MIN. - SONHV r._M1 _ 1-FIRJ. ---- I'F.!IN --- B 0111ERS TYP. 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'� � OtJ SHEET^ •1 I I 1 v / \� ON SHEET 1 1-0 O k > �' 174"MAX. 1'FAIN. \� _ .-O < Z r4'MAX. J SHIM — -"— �` F 77 , rn 1 114'MIN, I J I` SHIM /' (D Yr n. N Z L_ EMBED. 111 `� ...•!•••F. i EMBED. — ' a (4Q' v-• F�a :1(20J20 INSWING IJtNGE JAMB AT FRAn7E iN5'JJlNG LATC,Ef JAMB AT FRAM[ v fi JvF ' r. 17 114"MAX. ."1 r:'1,\G HORfZGYTAL CROSS SECTION HOROONTAL CROSS SECTION ° — I'- ! L «<NONE NOT ES: G.LUBBECKE \\ - ..........._...._._.._.._...1..-...------.._9__.. OPTIONALLY,ANCIiOR CAN BE PLACED!N NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETEIMA.SONRY_._---'� 1� MIIJ. ' I � 'pjf��E ' .�r S.SAFFELL EMBEDMENT IS ACHIEVED. BY OTHERS EMBED J`+ ITEM#6.(4 10 X 2")ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP OPTIONAL.MASONRY/CONCRETE INSTALL 398 E5p "�M"CN 338 GG�� JW_03201.2FL CROSS SECTION OF HEAD JAMB OR SIDE JAMB DAr►3lp11 8.FL 04 DAT Sill.PLACE ANCIHOR IN SI!.L BASE MATERIAL FOR NIAXIMUM SUPPORT. 'FBPE CEH 1!Q 1�thFWN0.29578 1'<<T FJ '� Y NOFFE J � EACH ANCHOR IS REQUIRFf) 3"TYP.4C,7 3"TYP • 37 1:2"MAX. 74"MAX.DA FRAME- - �+ CA FRAME t4,A1 FOR SUPPORT AT OR NEAR �I n - 3 P. U O.A.FRAME ---^- r} z z I ^-3 TYP. C7 C7 3"TYP. 1 v. I _ HSI r �z I :3 z LLJ O 5 A7 i 8 i I !7 1 W 1 I � . I I � i � o m ji � � 1 SII � dd _ u U- 1 m D7 D7 6 0 X 6-8 OUTSWINGANSWING 3-0 X 6-8 OUTSWING/INSWING 1 � j I _ � __'__D_7 I I D7 _ i � 1 - r'v (30)ANCHOR LOCATIONS (18)ANCHOR LOCATIONS �( O (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) - — 12-0 X 6-8 OUTSWING/INSWING 6. 6" n TYP. TYP. (50)ANCHOR LOCATIONS TY c > M (FROM EDGE OF FRAME} 75"MAX FRAME a r', y1'" YTYP. a Y b nr X - _l • oomm 3'TYP. 3"TYP.—^ ¢a 112 1/2"MAX FRAME �->I I-• 3" P. 3"TYP.--1 ti --_-- --_. .--- — -- --- —'- C.1 z C9 j I i1 1 a LL -!_ I � z z j I I —�_ 0 9 I 4 5 W Iq ! i f O W A j '---'� � o W z oZ q ( II } 1 �� - W U W A7 I A7 PANEL CENTER ! !^�5 DETAIL A7 0 U)? z d + v O "' (8)ANCHOR LOCATIONS AT MULL w Z o PANEL CEN-,HR i y 5-�� x x �'1 Y(� 0 I /1 O 1 ��iJ. W_ I I Z,, P. .3•TY -1'P. t+TYP.' O c O z << I L1 1 I{ 3'•TYP. I nY Oap 1 9 �{ I Ii JWO 0 ao - --' - - �---- ----- - 1 Q w ~ 6-0 X'6_8 OUTSWING/INSWING I -- -- a 4 (28)ANCHOR LOCATIONS 0 a 0 w 9-0 X 6-8 OU TSWINGlINSWING 10 0 z (FROM EDGE OF FRAMF� z I I (38)ANCHOR LOCATIONS ����"�FM 0 z (FROM EDGE OF FRAME) 2-#8 X 3"PFH � #6 X 3"PFH _ SCREW FROM ig ••' 1,;20/2012 _ SCREN!FROM - ASTRAGAL KIT r (`I is O - - ^ 5) :NONE --- n ASTRAGAL KIT - = -1 BOTTOM ASTRAGAL I �G.LUBBECKE r'-----.-.. pE t \ STRIKE PLATE zL Ifl '7R��6!7� a..n. S.SAFFELL / I-TOP ASTRAGAL ' LG DETAIL 87 -- STRIKE PLATE 1-BOTTOM SHOOT �•.__- / 396 E'� ,; 1!! X138 uawtvtrb_ (10)ANCHOR LOCATIONS _DETAIL C7-C7 - DETAIL D7-D7 BOLT INSERT PLUG DETAIL D7-D7 DA�{l �x,I iF� Q3 1W032012FL OUTaVINC OR INSWING _ CUTWING DNLY INSNiNG ONLY --�PE CE , O ,jdt>.29578--- 'AT ASTRAGAL �ltnt FF 4�� 7 7 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com 0f JELD-WEN, inc. Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelites Up to 12'-0" x 6'-8" ®utswing/Inswing fir Florida Product Approval 51 '^° $ tit` Current Florida Building Code Method: 1 —A. (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Contours Steel.Door, Wood Edge 24 Ga. Opaque Door& Glazed Sidelites Up to 12'4"x 6'-8"Outswing/Inswing Material: Steel/Wood Product Dimensions: 149"X 81.875"Waxisnuin) Prepared For: r `7 s._.itf4f' }dts tsi5'ti< `,``��I111111P1f�''/ t 1� SF p Prepared by: 9'F Florida Professional Fnaineerid 73778 Date: 11/11/2014 ;�0,��'�5C ....OP;.'\�V✓` . G e Contents:. '`ONA� Evaluation Report Pates I —4 'flolII Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2015.01.07 15:14:34-05'00' BUILDING DROPS A Perfect Solution in Eve DropDate: i 1/11/2014 '' -- Every Report No: 3321 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door,Wood Edge 24 Ga.Opaque Door&Glazed Sidelites Up to 12'-0"x 6'-8"Outswing/Inswing 149"X 81.875" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation- Florida Building Commission. Hermes F. Norero; P.E. does not have nor will acquire financial interest in the company 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 current Florida Building Code. See Installation Instructions JW032012FL,signed and sealed by Hermes F. Norero, P.E. (FL#73778)' for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing JW032012FL require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW032012FL for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 Ak BUILDING DROPS f`- Date: 11/11/2014 A tt� Perfect Solution in Every Drop flReport No: 3321 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through (National Accreditation& Management Institute, Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: ® TA5 201-94 TAS 202-94 TAS 203-94 Referenced Data: 1. Product Testing performed by(National Certified Testing Laboratory, Inc. (FBC Organization#TST1589) Report#: NCTL-210-3801-2, Report Date: 02/04/2012 Report#: NCTL-110-11987-1, Report Date: 04/06/2009 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA1789) 3. Material Certification Miami-Dade RER Product Control Section NOA Eastman Chemical Company Saflex Clear and Color Glass Interlayer 4. Material Certification Miami-Dade RER Product Control Section NOA ODL Series"HP Polypropylene"White Material Component Approval Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS . °. A Perfect Solution in Every Drop Date: 1 Certificate of Authorization:29578 Report N11/11/2014 o: 3J2 33211 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete 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(JW032012FL) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,XXO,OXXO C X, XO Outswing Positive 60 PSF* Positive 65 PSF* r-- -- Negative 60 PSF Negative Inswing Positive 60 PSF* Positive 65 PSF* Negative 60 PSF Negative 65 P5F *Product has not been rated for water infiltration. If authority having j ion 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 1.0. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4