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HomeMy WebLinkAboutProduct Approval REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. i i i i I 36" X 80" i I � I 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 36.1 -39.3 FL16674.2 50.0 -50.01 FRONT ENTRY-LSMI i i i i I i i 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 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. I SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT= 11 FT 4 IN NOELKE RESIDENCE 2703 S.28TH STREET DOORI REPLACEMENT PLAN FORT PIERCE, FLORIDA 03/13/2017-2:24pm masonb VAProjects\2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current)Gordon.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 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft) Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT THE_WORST CASE'PRESSURES.'WORST CASE-IS il" SO 15 20 25 30 3 4_ 50 -�.eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITICAL-CONQITION 0 QNYUN�NOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS-REQtlI FOR U'5Ef�NITH THESE TABLES. -01.0 -40 -39.3 $8.7 -38.3 -3 {9 -3T" - r0 -SD.6 -48.6 -07.2 -46.1 -45.2 -04.5 :43.8 -43.2 -42.7 2.TABLES VALID O L - " L. NG F I�d'ROOF HEIGHT AS LIMITED ABOVE. +37.8 +36 +36.1 35.5 +35.1 +3�.7 -.+434:_ 4�1 31 f 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 3.TABLES VALID F R LL R 0 E 1,{J1 5.APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 101 SHA L B. PERF RMED B A ENGINEER AS A SITE SPECIFIC CONDITION. 41.6 -40.5 -39.3 -38.8 -3 !4 �8Z 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 BU L IN EAN AVERR{{,,� E ROOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft I 1 16 k CANNOT BE IDENTIF D[US PEAK RC30 �EIGf.1T. +38.3 +37.3 +36.6 +36.0 +35' +3.2 3., 34.6 4 +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 I T - -� ,- 5. ALWAYS ROUND U OOEGF�F 0 EXI ABLE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft -42'1 -41.1 -40.3 -39.8 -39.3 -38.9'- - 6''38.3- -8:0 -52.0 -09.9 -48.5 -47.3 -06.4 -05.6 -45.0 -44.4 -43.8 6.CALCULATE THE TRIBUTA AR -0 HE OPENING IN QUESTION(HEIGHT'WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3-+ .-+34.7 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MULTI.I EDBY 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 2/3).USE THE AREA BETWEEN STRUCTURAL 18 It OPENINGS +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 AREAOF AN OPENING CANNOT BE IDENTIFIED, TRIBUTARY IED,THE MOST CRITICAL(0 SQUARE FREAS BETWEEN STRUCTURAL MULLS. IF THE ET)SHALL -43.1 -42.0 -41.3 -40.7 -403 -39.9 -39,5 -39,2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -06.7 -46.0 -45.4 •44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 It +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 -43.6 -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 -06.5 -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 -00.4 -40.0. -39.8 -54.3 -52.2 -50.7 -49.5- -48.5 =47.7-=47,0_ -46.4 -45,8 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 3MUNICIPALITY IN ACCORDANCE WITH CODE. 21 k +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 +10.2i - +36.9j 6v6 +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -00.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -51.0 - -4 1 �.5 .:8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +41.0 +39.9 +39.1 +38.5 +38.0 +37.fi +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 +3 .5';.t_3 37: 7s j gZ37.0 +36.7 GENERAL NOTES' -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -5 .4 _T �4 6 -4- 9 X47.3 -46.7 23 ft 23 h 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 +3.9, +3-. +38:0 _7 +3_h3 +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 -01.5 -41.2 -40.9 -55.9 -53.7 -52.1 -50:9-�. T9=49.I- - :4 - :Y -47.1 CRITERIA AS OUTLINED HEREIN. 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 k +41.7 +40.6 +39.8 +39.2 +38.7-- +38.0 +37.6 +37.4 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND 18-" 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 -02.2 -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 -503 -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 f[ +42.8 +41.6 +40.8 +40.2 +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 -03.2 -42.9 -2:5- --42.2__ -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND COR ESPONDING WIND VELOCITY,EXPOSURE,AND OTHER _ COEFFICIENTS LISTED_-HEREIN SHADL REDICTATED-AND VERIFIED BY THE GOVERNING 28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +39:6--_+39. 9 +38-61 -28 k +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTME T'A D-PERMI OLDER.N ARRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 29 ft 29 ft S.THIS SPECIFICAT 0 IS 0 6N`ED� FER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +3..9 -+39 + & 8: / +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. REF R TO-�RA L -7.'r' ITED TEST CRITERIA AND OTHER -47.4 -46.3 -45.5 -44.8 -44.3 -4 .9 f4-3.2 -4 9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DES,G - d$,T,CCEITIONF�RRMATION AND APPLICABILITY OF THESE TABLE 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +4 .2 +39.5 9 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS TO B VEiI}LFaI 8Y OTL (: IN;AC CORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL LQ�CA,I-I PA OTl'-.�1- ,Y�S,TEM ORDINANCES. 32 k -48.1 -46.9 -46.1 -45.4 -44.9 -44; -``i 3. - •4 : s"32 f[ -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATION-S�r.00FERED,FO_yT,E I GRITY OF THE HOST STRUCTURE. +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3-- 401_ 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY PR VSD.F��11 EIN,NO ADDITIONAL CERTIFICATIONS OR 35 f[ -49'0 -47'8 -47.0 -46.3 -45.8 -45.3 -04.9 -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, PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT - - 40 k -50.4 -49.2 -48.3__-47.6 -47.1 -46.6 =46.2_-45.9 -05.5__ _40k -62.2 =59.8_ -58.0 -56.7 =55.6- .-54.6 -53.8-=53.1 -52.5 -DIMENSION ORBFT(1m).USE-ZONE-5 IF AT-ALL-IN-QUESTION:-CONSULT-- - ---- - +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. MEAN -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 45 ft 45 ft a a EAOF HEIGHT +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +47.6 +46.4 +45.5 +44.8 +44.2 +43.6 +43.3 +43.0 +42.6 ROOF s0 ft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 48.4 48.1 47.7 50 ft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 O 0 -53.9 -52.6 -51.7 -50.9 -50.3 -09.9 -09.4 -49.0 -08.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 ssk ssft 5 4 5 +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 a -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 5 50 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES f ISOMETRIC In O o REMARKS GSS TSB DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING ��_ O mo D O [NIT ISSUE GSS TSB 03/05/12 coo m 3 GI REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2014 EXPRESS $ w �'0 y K 0 _\ W C REV 2014FBC DGM TSB 06/10/15 z mZ U) 2U) 2 - - ASCE 7-10, CHAPTER 30 CORP-E OFFICE: z _ z m 160 SW 12th AVENUE, SUITE 106 " y t� DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 0 z MASTER PLAN SHEET m 1� O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354.0660 F:(954)354-0443 ' U) Q AND SHALL NOT IE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 119885 z LI p o F. WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM ,I Z d �n ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10V in W ® PERMITTED AND gVALIDATEOUR CERTIFICATION. ENGINEERINGEXPRESS.COM j Florida Building Code Online a y Florida Departments BCIS Homeh Log In User Registration Hot Topics ! Submit Surcharge I Stats&Facts f Publications FBC Staff BCIS Site Map I Links Search Busines ) ofessi6'r--'Y�-aflQO Product Approval PrUSER:Public User Regulation product Aooroval Menu>Product or Aonlication Search>Aoolication List>Application Detail FL# FL16674-R4 Application Type Affirmation Code Version 2014 Application Status Approved �...A- Comments Archived 0 " 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 4WD Technical Representative JELD-WEN Corporate Customer Service „r Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagent's@jeld-wen.com i Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies u Compliance Method Certification Mark or Listing I Certification Agency National Accreditationj&Management Institute Validated By National Accreditation!&Management Institute I Referenced Standard and Year(of Standard) Standard Year, g AAMA 1304 j 2002 ASTM E1886 2005, ASTM E1996 2006' ASTM E283 2004 ASTM E330 2002 ' TAS 202 1994 Equivalence of Product Standards Certified By http://wivw.floridabuilding.org/pr/pr app_dtl.aspx?param=vGEVXQwtDgsHepng4%2fS6elYO8I3ShBDtAgGAG50wcc°/`2bKtIWG4ck62A%3d%3d[I0/14/2015 10:24:49AM] Florida Building Code Online IDI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A s.k Product Approval Method Method 1 Option A Date Submitted 02/20/2015 Date Validated 02/20/2015 - Date Pending FBC Approval Date Approved 02/28/2015 �. FL,# Model;Number or Narrie Description 16674.1 Design Pro/Smooth Pro Single X Im act O a ue Fiberglass Door k Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F116674 R4 C CAC NI011919.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011919-R4.pddf Impact Resistant:Yes Quality Assurance Contract Expiration Date " Design Pressure: +50/-50 03/30/2018 Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010851A SS 2014-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE IPER2750 SS 2014-09-26,Dddf Created b Independent Third Party: y p„ Yes 777 16674.2 Design Pro/Smooth Pro Single(X) Impactl'Glazed Fiberglass Door Limits of Use Certification A9 en cY Certificate Approved for use in HVHZ: No F 166744. R4CCAC NIO11 198.O1- dfR p Approved for use outside HVHZ:Y - pp es FL16674 R4 C CAC NI011918 R5,,2df Impact Resistant:Yes Quality Assuran a Contract Expiration Date � Design Pressure: +50/-50 03/30/2018 Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010852A SS 2014-09-26.Pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE IIP R27 1 SS 2014-09-26.r)df � Created by Indepiendent Third Party: Yes 16674.3 Design Pro/Smooth Pro Double(XX) Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011916.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011916-R4.pddf � Impact Resistant:Yes p Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010853A SS 2014-09-26,pddf Verified By: Hermes F. Norero, P.E. 73778 1= '' Created by Indeplendent Third Party: Yes - Evaluation Reports F116674 R4 AE PER2752 SS 2014-09-26.2df Created by Independent Third Party: Yes 16674.4 Design Pro/Smooth Pro Double(XX) Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C GA NIO 1 17.01-R4.2df y Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011917-R5.2df Impact Resistant:Yes p Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other:6-O-0x6-8 and 6-Ox8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A0108 4A SS 2014-09-26.pdf M` Verified By: Her es F. Norero P.E. 73778 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsHepng4%2fS6elY08I3ShBDtAgGAG50wec%2bKtIWG4ck62A%3d%3d[10/14/2015 10:24:49 AMI Florida Building Code Online Created by Independent Third Party:Yes , Evaluation Reports FL16674 R4 AE !PER2753 SS 2014-09-26,pdf j Created by Indep6ndent Third Party: Yes w 16674.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate " Approved for use in HVHZ: No FL16674 R4 C CAC NI011922.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011922-R5.pdf M A� Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010855A SS 2014-09-26.odf Verified By: Hermes F. Norero, P.E. 73778 a Created by Ind�ep'endent Third Party: Yes Evaluation Reports FL16674 R4 AE !PER2754 SS 2014-09-26.pdf Created by Independent Third Party: Yes 16674.6 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O)Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011924.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011924-R5.12df Impact Resistant:Yes Quality Assurance Contract Expiration Date J. r Design Pressure: N/A 03/30/2018 �. Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010856A SS 2014-09-26.pd Verified By: Hernies F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE 1PER2755 SS 2014-09-26.pdf x Created by Independent Third Party: Yes 16674.7 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 CAC NI011 14.0 -R3- i®ned.p�.f Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011914-R.5.odf 1 Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 I' ' Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II AO 08 7A SS 2014-09-26,pd Verified By: Hermes F. Norero, P.E. 73778 .. r Created by Independent Third Party: Yes Evaluation Reports - FL 6674 R4 AF P R 7 6 9 014-0 6.pdf Created by Independent Third Party: Yes " 16674.8 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate w I Approved for use in HVHZ: No FL16674 R4 C QAC NI011915.01-R4 pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011915-R5.pdf Impact Resistant-Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 Ti A010858A SS 2014-0 - 6.[L Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE iPER2757 SS 2014-09-26.pdf _ Created by Independent Third Party: Yes 4 Contact Us;;1940 North Monroe Street.Tallahassee FL 3 399 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 http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspa?param=vGEVXQwlDgsHepng4%2fS6elYO813ShBDtAgGAG50wec%2bKt1 WG4ck62A%3d%3d[IO/14/2015 10:24:49 AM] i Florida Building Code Online mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section ' 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish tolsupply 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 45S,F.S., ' please click here_. Product Approval Accepts: Kj Lkc—off eClceck M ' securit tics a i i i i I i i i i I � I I I I http./hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsHepng4%2fS6e1YO813ShBDtAgGAG50wec%2bKtIWG4ck62A%3d°/a3d[10/14/2015 10:24:49 AM] I NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO:, NI011918.01-R4 DATE:' 03/25/2014 4 CERTIFICATION PROGRAM: Structural l�s ' �c COMPANY-!I JELD-WEN �ArErrc°� CODE:' 822-1 REVISION DATE:, 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit www.NAMIC.eriification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. ANAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if an corrections are required t6 this document. I COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION II JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved"Fiberglass Glazed In-Swing or I Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X Glazing:IG-1/8"Tempered,Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass IS Frame: W-952mm(37.5V) H-2487mm(97.93") i OS Frame:W-952mm(37.50") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") I DLO: W-606mm(23.87") H-1995mm(78.56") i SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013- 23 5/SJW2013-251/SJW2013-252/SJW2013-253/NCTL-210-3924-01/NCTL-210-3925- 03/S J W 2010-0 03/SJ W 2014-03 2/NCTL-210-3930-0 I/NC TL-210-3 93 0-02/S J W 20 l 4- 068/SJW2014-071/SJW 2014-069/SJW 2014-079/W-1670/,-1703 Expiration Date: March 30, 2018 Administrator's Signature: I NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 j Tel: (804)684-5124/ Fax: (804)684-5122 I • I NOTICE OF PRODUCT CERTIFICATION ti CERTIFICATION NO: NI011918-115 DATE: 03/25/2014 CERTIFICATION PROGRAM: Structural , �� COMPANY: JELD-WEN I ' 1. CODE:i 822-1 b ° REVISION DATE: 09/28/2014 i To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if an corrections are required to;this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact i 3737 Lakeport Boulevard Approved"Fiberglass Glazed In-Swing or i Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X Glazing:IG-1/8"Tempered'Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PV13 Interlayer/1/8"Annealed Glass IS Frame: W-952mm(37.50") H-2081mm(81.93") I OS Frame:W-952mm(37.50") H-2081mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") DLO: W-606mm(23.87") H-1587mm(62.50") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 Missile Level D ASTM E1886-05/E1996-06 Qualifies Cdnfigurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013- 23 5/SJW2013-251/SJW2013-252/SJW 2013-253/NCTL-210-3 924-01/NCTL-210-3925- 03/SJ W 2010-003/SJW2014-03 2/NCTL-210-3 93 0-01/NCTL-210-393 0-02/SJW 2014- 068/SJW2014-071/SJW2014-069/SJW2014-079/SJW2013 2238/W-1670/W-1703 Expiration Date: March 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124/ Fax: (804)684-5122 I PREPARED BY: JKI��"EN0 BUILDING DROPS,INC. .DAN.... mvD..4E-4BeOORS DANBA BEA N,R3Ytl 37 1/2"MAX. PN-t9s+ilva--nae FAY:f95n1)++.a38 !—O.A.WIDTH w1B:.ww.eaamrcdrms.ron, DESIGN PRO/SMOOTH PRO FULL LITE s w 371/2"MAX. IMPACT APPROVED D.A.WIDTH w 6 1 V7 6 U-2 L9 Z ¢� FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 o w to z g m d o N Lf LU GENERAL NOTES: \ n 1 p a m 6 1 = 5 15 ¢ Z W x s ;0 to a F �b O� 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 'n s r= o' 5 ACTIVE ACTIVE x z yG (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 4 g 2 9 a L7 2 J QASTM ^e° • ASTM E330-02 3E283-04 Z 5 • 1 3 3 s = H -w • ASTM E1886-05 4 s 5 z fj O 0 Q tY • ASTM E1996-06 1.0 x O�� V� o • AAMA 1304-02 O • TAS 202-94 1—LLI i � a 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE ~ RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE r FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF REMARKS BY DATE INSTALLATION. s 4 5 6 '! B 9 4 d 5 6 7 ee 4 4 _4A,4 d 4 6 d a 4 6 6 a a AddA0ASal,MPLMk&ftdi.,Ll OL /I3/1 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR TYP.ELEVATION 1 TYP.ELEVATION 2 Add TAS 202-94 standard SM 9127/14 A SPECIFIC SfTE. IF 51TE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED e•.a'DoonNODNr ea•Daoa xEwrrt HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. AMOL W l Far B(aUANUfIaiY WNUl DII>MT 4. APPROVED IMPAR PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAR vnnrDarwameacoraENra euaou,eowrs.�Fe I RESISTANCE FOR WIND ZONE 3 OR LESS. AnUAt19Ya,ADORIDNn. rnAFYucaro Txe Data.. NOT rEn+mmAFD 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. `��� �$F. 44r ! 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN '�`�� •• 0 rrr� GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'-8"DOORS AT DP 450 PSF ONLY. 7 NOTE: 7t 7. NOTE: AFCO H-097 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. DOORS SHOWN ABOVE MAY BE LEFT REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT OR RIGHT HAND OPERATING DOORS. pO;•• T P, �/� PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY - - - -— - OVERHANG SUCH THAT OVERHANG(OHI RATIO=OH LENGTH+OH HEIGHTIS21.0 - — -- - - - -- - - -------- - - -- — - - - ------ - __ __ ___— __— — ���FS•O�_•�••••'••• ��,�� __ 24e DTufia oAXUBEApjn Fanc(v.WAUrNDnaAnDar .?. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION igitally signed by Hermes F.Norem,P.E. ason:I am approving this document 1 8 TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.09261 SAI SS-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTESDATE: 02.05.14 MAX.OVERALL DESIGN PRESSURE(PSF) 3 A OPTIONAL 2X BUCK ANCHORING DETAILS NOMINALSIZE MISSILE DWG. Y: I CHK. Y: 4 A VERTICAL ASSEMBLIES CONFIGURATION INSWING I OUTSWING IMPACT GL JM I SS MSS 5 A HORIZONTAL ASSEMBLIES WIDTH HEIGHT RATING SCALE: NTS OS. NE MINIM=6 A GLAZING DETAILS K 3'-0" 6'-8" SD' S0 50° 50 LMI&SMI DWG.n:A010852A SO• SO 7 A WOOD SUBSTRATES SHEET: OF9 8 A - --- -- — - CONCRETE SUBSTRATES- - - --- X T-0" V-0" 50• 50 1 SO' I SO I LMI&SMI 9 A COMPONENTS&BILL OF MATERIALS -SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. .L ' ' INSTALLATION NOTEST PREPAREU RV: | I, ONE 11)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION } | � BUILDING | . | ! CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTEk � | � 1 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO � / STUCCO,FOAM,BRICK VENEER,AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL uj OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR CA.WIDTH JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 3-TYP–�— —3"TYP. cc SHELL OF BLOCK. cc tA 6, FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME CONCRETE/MASONFtY CONSTRUCTION, .01 0 7. INSTALLATION ANCHOR CAPACJTIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 0 B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL m C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH L) OF 200D PSI AND GROUT CONFORMS TOASTM C 476.MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 < D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH < 0 OF 200B PSL SEE SHEETS 7 AND 8 FOR MORE DETAILS Of IKE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR :1 LOCATIONS,EDGE DISTANCES,EMBEOMENTS,AND SHIM SPACING, F: 1 OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF 14EAD OR JAMB AS LONG AS MINIMUM REMARKS SYJ DATE I EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. AM ADA sial,UP to(k&RWim U M06123/14 ANCHOR TABLE 6'8*DOORS VV DOORS (:�)TYIP.ANCHOR LAYOUT ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN.EDGE SIZE EMBEDMENT DISTANCE MAX,O.C. MAX.OC. 2XWOOD8UCK '90—ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS III)ONLY. .0 OR FRAMING NOTE: Wa DOWORS SHOWN ABOVE MAY BE LEFT 82 2.#9X21/2-PFH OR RIGHT HAND SOIIWS 99 x 2 Ur PN DETAIL D2 25 26 DATE: 02.05.14 PM SCREWS MULTI-POWT SHOOT BOLT Dr M I CSHII*BY: PLATE LOCATION s/mss fDETAJL 11 (RH PLATE SHOWN) SCALE: NTS NT / / � � / � - � | ! _ ' PREPARED BY: 1Z BUILDING DROPS,INC. )9110-A nE -,nLY0..9TE.1)9 I.A BEACH-'L 3M M.0.1-1e SAI:Ns4ru�11n 4 1/2"TYP. 4 1/2'TYP. � wee:.A.W,wwwa.Da.mm 11/2"OFFSET 1. W m ppp J J N N J U. -, mc,A6 Y w Oa LO� � IQ m Y N� W a Q_Z a Z W 2 20 0 lD F- u O Q o E1 M _ REMARKS BYJ DATE Add ADA sill,MP Lock&Rneiusl 40A [�TYP.ANCHOR LAYOUT u eua Ilemwaneleusorrer NxDswu Hor eE AroAmxcD w wwou.a.ui rmour wxmew mxsEn a eugDwD aex.lwE- uTTUTn1¢,ADuronz u�+Dlclrtvc.a arae u�NG11p Mn OpR FOTMtNDT[DAHD 1 1/4"MIN.EMBED TYP. w IS SEE TABLE ` ��.•, ••7,�•�O W IS 2X BUCK ANCHOR TABLE 6'8'DOORS 8'O"DOORS MIN.EDGE TOCE Z NCHO -- - ANCHOR TYPE A SIZE R MIN-SUBSTRATE EMBEDMENT DIST.-TO TO CENTER p0 •, C OQ;:� --- - - — — -- o� -- -- - :� - ----- ---..- -- — ---- -- --- -- ---- ---- _SUBSTRATE _DISTANCE AT MAK.O.C. MAX.O.G w p SPACING SPACING AT K INSTALL 2X WOOD BUCK 2X WOOD BUCJAMBS JAMES ANCHOR PER BUCK ANCHOR TABLE ITNTAPCON 1/4" CONCRETE/CMU 2-1/4• 2.1/2• 4• 25' 30a/4• '�'e.owweJrdil�skl1e fe%C[Ri.ei AtIE100.WTIDN NO.S95A ELCOULTRACON 1/4" CONCRETE/CMU 1-3/8'-CONC. 1' ZX WOOD BUCK INSTALL. [�2X WOOD BUCK INSTALL. 1.1/4°-CMu 4" 25° 30.1/4' Eeoss sEceaR smeslew DATE: 02,05.14 NOTES: DWG. Y: CHK. Y: 1- 2X BUCK IS NOT FOR INSTALLATION AT SILL GL TJM SS MSS A 1 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. SCALE: NTS DWG.R:A010852A SHEET: OF 9 PREPARED BY: ® I BUILDING DROPS,INC. Iw E.wRuazRc�ecvo,srt.1u wPN:195G 948118 MCI 1.118 •.\.\\, WEB:wwbulEliyB.Ws[om it 11 w INTERIOR EXTERIOR EXTERIOR INTERIOR m OP 4 Q — S INTERIOR ./ EXTERIOR m o d pw N on. d a> w WLLNN FT-4 m 5a=LL ui OPERABLE HEAD "Na ' 3 OPERABLE SILL 4 OPERABLE SILL J I 4 OUTSWING SHOWN•INSWING SIMILAR (} INSWING OUTSWING ENDURAZAILAS65F AFCO J-2297 tD F Z" z o � s E..�b • J 11 H REMARKS BV DATE INTERIOR EXTERIOR EIRERIOR '/. INTERIOR 7 INTERIOR EXTERIOR d ADA sll,MP Lock 8 Radius L GL /33/1 10 ' .. 6 / I ;,I d AW fruLL MOt e(0.EPp�DN NMO,[60 PNIi WIIFoIII lYNs18 CW SFllf Or DUIMNG DROPf,DK llfiMlWt6,AODRWR;NGNUBRDNG.p0.prNA ON ,RSOOWu •qt NRMREW8R0 OPERABLE ADA SILL © OPERABLE SILL OPERABLE SILL 4 `` INSWING/OUTSWING 4 INSWING 4 OUTSWING �� QF � lV i ENDURA HGSDOD AFCO A-276/13•2000 OPTIONAL AFCO H-097 ,r _• O G TT ? Ir it - - - -- --- -- -- — --- --- - — ��, + ,`% 11 wlcoliE.lrp{�4t� E.Dw ruvu wrcR,n RRnr reP1 aer.or IunrowtAnpp•n RDsn no INTERIOR EXTERIOR EXTERIOR J�-R*R '/, DATE: 02.05.14 c DWG. Y: CHK. Y: GL TJM I SS MSS OPERABLE SILL OPERABLE SILL SCALE: NTS DWG. 4 OUTSWING 4 OUTSWING SHEET: OF9 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4S6SF PREPARED BY: IQ� HINGE SCHEDULE HINGE DETAIL AT JAMB: BUILDING DROPS,INC. PLACE$19 X 2.1/2"PFH SCREW NEXT TO WEATHERSTRIP ]9@E.OINU @E4Cw a—,V1.118 i DOOR HEIGHT QUANTITY fwna eluw,fl-atoa Px:I994)999 x4)8 6'-8" 3 fAa:l9srpu.o9e `.\ WFx:www.Wiginiar"prmm 6'0" 4 O n O 1 J V) �gd 1 19 1 \\� / :Ccc Q. 2 gF O¢ N i n s i% INTERIOR INTERIOR / h m 3 • � 1-N9 X 2-1/2'PHILLIPS a F �� �. FLATHEAD WOOD SCREW Z O W� \' 3-N9 X 3/4°PHILLIPS W CG � FLATHEAD WOOD SCREWS p 0 c EXTERIOR EKTERIOd` _ 4.$19 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4°LENGTH FOR 6'-8°DOORS USE 1'LENGTH FOR 8'-O"DOORS 1 LOCK JAMB 3 HINGE JAMB 5 OUTSWINGSHOWN-INSWING SIMILAR e OUTSWINGSHOWN-INSWING SIMILAR REMARKS BY1 DATE OL ADA sill,MP Lock&RaolusU(A /ID/1 axo wru war u wxoouao la wxou or oral ' 9-N9 X 13/4°PFH 3-$18 X 2'PFH 13.$18 X 13/8'PFH(6'-8"UNITS{ wnxour vmmxcmac for @uaonc oAaos,xc Almunora.Aoaroxs.rucwmrrtnaoeonan B-$19X21/2'PFH W/HARDWARE 15-NBX13/8'PFH(8'-0'UNITS) nwsro rwn @ocu worttarnv@axo 1 W/STRIKE HARDWARE (6'-8°&8'-0"UNITS) W/STRIKE HARDWARE COMES W/HARDWARE 1-MPL STRIKE PLATE 4-MPI STRIKE PLATES 4-$18X13/8'PFH �� �� O /�j 21 1•REINFORCEMENT PLATE o ����Q'�.• <�,Q���� 20 - HOPPE N2512296 E)CiERlOR EXTERIOR 7 - - 40 - r � ( 2 ---- - -- - ---- - INTERIOR INTERIOR rmt uer.arurlmewrrox xo.sssv 11 Il DATE: 02.05.14 DWG. Y: CHK. Y: i ROCKWELL OUTSWING SHOWN INMULTING -POINT LOCK JAMB ILAR 5 HOPPE MULTI-POIING ANT LOCK JAMB 5 HOPPETOP EMUMENT LTEI-POINTLL�OCK SCALE:NLY , NTS S MSS DWG.A:A010852A SHEET: OF 9 PREPARED 0'/: BUILDING DROPS,INC. 19R 1,06Nu—a WO..SIC AR —, al.1.1l11005 Zox:IRS401 '478 int:ISSR1]—m WFB:waw.WixixRLmgt"m ti v VI m O 0C EDc W LL 1"MAX. 1/2'AIRSPACE 1°MAX. 1'MA%. 4 4 N 1/2'AIRSPACE 1/2°AIRSPACE 1'MA%. Q 1/2'AIRSPACE Q J (7 WTEAIOR EXTERIOR AIOA EXTERIOR INTERIOR. EXTERIOR INTERIOR EXTERIOR 1/8"ANNEALED GLASS 1/8'ANNEALED GLASS I/6"ANNEALED GLASS 1/8"ANNEALED GLASS a' Z ^o i= 0.090"SOLUTIA PVB INTERLAYER 0.090"SOLUTIA PVB INTERLAYER 0.090'SOLUTIA PVB INTERLAYER Z 0 wL f 1/8"TEMPERED GLASS f . C BY 90'SGP NTERLAYER y N mn 1/8"TEMPEREDGlA55 F 1J8"TEMPERED GLASS 3m W aC ] Z E 1/8"TEMPERED GLASS p 0 DOW 995 SILICONE m DOW 995 SILICONE _ DOW 995 SILICONE OOW 995 SILICONE � w I"! F 22 22 23 24 REMARKS EYIDATE REDI-SEAL REDI•SEAL DOW995SILICONE U ADA 5111,MP Lock&Ra Iu rj-'�6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL FLUSH GLAZE DETAIL GLAZING DETAIL 6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.LO.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS 621/2'MAX.D.L.O.HEIGHT 781/2"MAX.O.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-SO PSF ONLY •NDVA L N0T Yl RtIP000R0 N1Nbii M RnRT WRNOUt WRIDMCOYYN1012-16UR01;MC. nl1tPPDOx;POORIOYS.XGNwx1W0,OPOIMA wwwsrorxamcu 1 e IRnmt — ��5� .......F. 0 , -.0 7 _ - -9 • TT ?o: el i 198 t.uI►j�l;i�T�}?]0.1. OnY1.1 SGMIfl31005 fpPIQRI.CI'nUfw GOOx NO.IYSM NOTE: DATE: 02,05.14 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DWG. Y: CHK. Y: BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON % hM SS MSS DETAILS SAND HOWN ABOVE.TES ARE APPROVED IN ALL GLAZING SCALE: NTS DWG.N:A01O852A SHEET: OF 9 PREPARED BY: 2X WOOD BUCK Z BUILDING DROPS,INC. N MIN. N DAN%DZA[.FL 33001 PH:ISS41399 M78 EDGE DIST. WOOD ANCHOR rax:Ns417a me SEE TABLE SHEET 2 m % SEE TABLE ON SHEET 2 wee:wvww3a�.�dmP..mm J wH N SILICONE ww o N % m 2X WOOD BUCK � � �m•"� i is o 3 � 1Jy- w y! _ 0-O Lu x0.25, o N WOOD ANCHOR SHIM 2%WOOD BUCK Q :n SEE TABLE ON SHEET 2 MIN.EMBED, h Q m SEE TABLE SHEET 2 a 5 1 HEAD(TYPICAL) 2 JAMB �Z (TYPICAL) OPERABLE SILL o 1 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED �3 ENDURAZAIL4565F O i c SILICONE a SILICONE SILICONE REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA SHL MP lack a Radha Lt GL 3/3 2X WOOD BUCK wsl%LLxor vi v3maoua°nvnrouo+Pur mmurwurrdcoxuar w euaox°aon rx. ur[aArnNs.Aoarroxs,xcmwHmc,v�+mFex OPERABLE SILL OPERABLE SILL © OPERABLE SILL OUTSWING-NO ANCHOR REQUIRED, 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED J%�ES F. AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 �•. Q- F X00 NA - a ----- ----- - ------ 1 SILICONE SIUCONE SILICONE rePeaar.n auiwauanaF No.793n I 2%WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK. Y: OPERABLE SILL OPERABLE SILL M OPERABLE ADA SILL GL TJM SS MSS 7 OUTSWING-NOANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4S6SF ENDURA HC150D0 DWG.B:A010852A SHEET: OF 9 Q OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: MIN. IX WOOD BUCK BUILDING DROPS,INC. EDGE DIST. (OPTIONAL) )9R F.ORNb BFeCH DWO.,Sit.i1R SEE TABLE SHEET 2 1.:_ �: SILICONE DANA flFAOt,)t UOm ' Z Q H PH:195<1i9983)R -CONCRETE ANCHOR 0 wte w..l9w+44 4730 a�[dlvvt<an SEE TABLE ON SHEET2 �.. .». w w CONCRETE/ N E IJ' MASONRY �� 4 -Ji m z BY OTHERS CONCRETE/ j- p m n •� . MASONRY BY OTHERS ° m m 1XWOODBUCK 'J•A. C Y m (OPTIONAL( I Ix z 5 MAX• 0 CID m g i XaLL' CONCRETE ANCHOR SHIM SEE TABLE ON SHEET2 CONCRETE/MASONRY BY OTHERS a w MIN.EMBED. SEE TABLE SHEET 2 a HEAD TYPICAL 1 1 (TYPICAL) JAMB (TYPICAL) OPERABLE SILL z 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR $ INSWING-NO ANCHOR REQUIRED w O ENDURA ZAIL4565F u NUIAINI F SILICONE F SILICONE REMARKS BY DATE •d d. ,dAdd ADA 5111,MP Lock R.di.LI,GL 6/23/3 'O d d' d d =�MASONRY CONCRETE/ CONCRE]E/ CONCRETEMASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS .NO)M[)NDERL•RvP WWfINW ORFut WlfEbui WRIR[N[ONSlM M RUR00)0 ROR,N4 A)TIMRDM.ADMnOM,N4)RIONEIRLLUROINN R ro TlmEccu notFuummuo OPERABLE SILL OPERABLE SILL OPERABLE SILL D"D) 110, O 8 OUTSWING-NO ANCHOR REQUIRED $ INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED `\ ,• 10. AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 Z:• O - - SILICONE -- � ���iaIILQi�3E(�lejDy�,`�\ 198(.04DI YXF4 Q{O.tR.3lR ,d DIM'ABEACH,FE1b d• 'd •d rexacr,w'NDExD wEIDH eD.39)m CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BYOTHERS BY OTHERS DATE: 02.05.14 OPERABLE SILL OPERABLE SILL !/��V�) OPERABLE SILL DWG. Y: CNK. Y: OUTSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED \ Q /OUTSWING/INSWING-NO ANCHOR REQUIRED GL TJM 55 MSS AFCO A-117 ENDURAZOBL4S6SF � ENDURAHCISOODADA SCALE: NTS DWG.n:AO10852A OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9 i SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENTAND EDGE DISTANCE AREACHIEVED. - - - -- BILL OF MATERIALS PREPARED BY: 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK Q ITEMO DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE H2098911 FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE 0 W1N4 BfACN BlVO.atF.n.1 FRAME HEAD/JAMBS LAMINATED VENEER ® MIA aucx,,t Ji(gJ vx:IssJU9veJoa LUMBER O fug95xpu.aJe COMPOSITE 2 (NOTUSED) B cc 3 (NOT USED) • 4 ENDURAZAIL4565F THRESHOLD - cc lL m o ry.' 5 AFCO J-2297 THRESHOLD - 0 ti w Q O�m a w LL 6 AFCO A-276/P-2000 THRESHOLD 7 AFCO H-497 THRESHOLD - O o ® p a _J ^5 6 8 AFCO A-117 THRESHOLD - O®O C=C 0 I 9 ENDURA 208L456SF THRESHOLD ^^ O HANDLE qOc Z 30 ENDURA HC15000 ADA THRESHOLD - ° ^^ ,frcr�i} O a, O o Q HEIGHT CD Z fQ ^a 11 WEATHERSTRIP URETHANE FOAM& O n ° m 3 O° O W Z POLYETHYLENE ^ O ° n O Flo U.112 NON-COMPRESSION SHIM(0.25'MAX.THK.) COMPOSITE m HANDLE O m Cf Q ° 13 (NOTUSED) HEIGHT 0. - 14 (NOT USED) 15 010 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL O 0 O`' F O 16 CONC/CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL O O ° REMARKS BY DATE I 17 BUTT HINGE(SEE SCHEDULE SHE ET 51 STEEL od ADA sal,IMP lock&Raaimi Gl /13/J 18 KWIKSET LOCK SERIES 400 STEEL LT m 19 KWIKSDEAD80LT SERIES STEEL O o 20 ROCKWELL MULTI-POINT TONGUE IATCM0732287686-B UNIT v x uq,wo°ucmww"aµwgrAgr STEEL wiHouiwe n[x cogssxt or eutto-xe ogcr�ixc ROCKWELL MULTI-POINT TONGUE LATCH 0732287808-0 UNIT Al r„irous,Awitwx9.xcmwxnwc,ogmr¢q n0.63'— wAav,c,r°ixe°°cu A�x°rvwwnrnAx° 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL S� ES F. 22 ODL LITE KIT(LMI) 606346 ALUMINUMO ® ` �fr�•.•.•..•• 23 FLUSH GLAZING LEG FIBERGLASS I 24 ODL UPLTTE KIT(RADIUS UTES) PC ABS 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 08784091 STEEL OoO = v . T T .' O= 0 .79' —1 1.65"J-- _ 0 ( b;',•��u� I - 26 - HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH08783923 - STEEL- - o T�•.•• 1 FRAME HEAD/JAMBSO 4 ENDURA ZAIL4565F 5 AFCO 1-2297 AFCO A-276/P-2000 HEAD SHOOT BOLT PLATE(LH)VARIES,SEE BOM ABOVE THRESHOLD O THRESHOLD O THRESHOLD 25 o,E.oM q,p4�lq%,{R.,e L � wxmeucx.n,lam rerf c,gva umro,wJpx ga,n,e n � ®®d 4.563' F--456. 5.62' 4.57"---I 1.75" DATE: 02.05.14 DWG. Y: CHK. Y: OAFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HC15000 ADA O HEAD SHOOT BOLT PLATE(RH) GL JM SS MSS 7 8 9 THRESHOLD 10 THRESHOLD 26 SCALE: NTS DWG.a:A010852A 7 ®® SHEET: OFF *1— .461 &411 1.7 BUILDING DROPS � 398 East Dania Beach'Blvd. Suite 338 A Perfect Solution in Every Drop ! Dania Beach, 1 � 954.399.84 7 788 PH Certificate of Authorization:29578 954.744.4738 FX contact buildin dro s.com @ g p Product Evaluation .Report � Of i JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Impact Approved I. For use outside the High Velocity Hurricane Zone (HVHZ) I for Florida Product Approval Report No. 2751 i Current Florida Building Code i Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Full Lite Impact Approved For use outside the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3-O X 6'-8"(Nominal) 3'-0"X 8'-0"(Nominal) Prepared For: ` ,t,t,,�' JCLD-WEN, inc. ��` ES F. p 3737 Lakel)ort Blvd. �� ��:'•'• '�,p'' Klamath Falls, OR. 97601 ! = ' • O 7 Prepared by: l-lei-mes F. Nor-ero P.E. = ` Florida Professional Engineer#73778 ��T• l �P:= �� Date: 09/22/20140 ......... i Contents. �f Evaluation Report Pages 1—4 ����tt, 11►�`� Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2014.09.26 15:47:39-04'00' i BUILDING DROPS � Date: 09/22/2014 A Perfect Solution in Every Drop Report No: 2751 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. I Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval Method 1)(a) I Product Name: Design Pro/Smooth Pro Full Lite j Impact Approved For use outside the High Velocity Hurricane Zone,(HVHZ) 3'-0"X 6'-8" (Nominal) 3'-0"X 8'-0" (Nominal) 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 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 inv6lved in the approval process of the product named herein. I This product has been.evaluated for use in locations adhering to the current International Building Code, International Residential Code,and Florida Building Code. See Installation Instructions A010852A,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: j 1. This product has been evaluated and is in compliance with the current International Building Code (IBC), International Residential Code(IRC),and Floridan Building Code(FBC),excluding 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 ithis product complies with Section 1609.1.2 of the current Florida Building Code and,d6es not require an impact resistant covering for Wind Zone 3 or less. 4. Site conditions that deviate from the details of drawing A010852A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010852A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 y , I II BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Certificate of Authorization:29578 Report No: 2751 Quality Assurance Entity: 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(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • ASTM E283-04 • ASTM E330-02 ! • ASTM E1886-05 • ASTM E1996-06 • AAMA 1304-02 • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization#TST1589) Report# Report Date: N CTL-210-3918-01 10/04/13 NCTL-210-3924-02 12/18/13 SJ W 2013-231 12/03/13 SJ W 2013-234 12/,09/13 SJ W 2013-235 11/26/13 SJW2013-251 12/23/13 SJ W 2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3924-01 12/18/13 NCTL-210-3925-03 02/07/14 SJ W 2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W 2014-068 07/07/14 SJ W 2014-071 07/,07/14 SJW2014-069 07/07/14 SJW2014-079 017/07/14 2. Product Testing performed by Quality Testing Inc. (FBC Organization#TST7638) Report# Report Date: SJW2010-003 01/11/10 I Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 I �. BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Report No: 2751 Certificate of Authorization:29578 f 3. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) i Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: j A. For two by(2X)wood buck substrate(Min.S.G.=0.55),use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into I � i B. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X), non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment o into concrete or masonry. C. For concrete (Min.f'c=3000 psi)or masonry(Conforms'to ASTM C90)substrate where wood bucking is NOT employed,use 3/16"diameter IT W! Tapcon or W Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(A010852A)for anchor spacing and more details of the installation requirements. i Design Pressure: i MAX.OVERALL DESIGN PRESSURE(PSS NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING POS. NEG X 3'-0" 6'-8" 503 50 503 50 LMI&SMI 50` 50 i Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 I I