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HomeMy WebLinkAboutProduct Approval I i I I i 62" X 80" I ' I I ' I i i � I I i REPLACE DOORS IN 1 OPENING ONLY. I NEW DOORS TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. I ' i i OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES i' ! COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. j 1 T62 80 34.44 5 45.5 1 -58.6 FL16708.3 60.0 1.1 -60.0 1 i LIVING ROOM-LSMI i I ' I I REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. I I I , 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 I i MEAN ROOF HEIGHT= 21 FT 3 IN II ' I I DEGGINS TOWNHOUSE RESIDENCE 2801 N.A1A,APARTMENT H DOOR REPLACEMENT PLAN HUTCHINSON ISLAND, FLORIDA I , 06/17/2015-9:28am danielg V:\Projects\2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current).dwg -Sth-ED--FLORIDA BUILDING-CODE-(20-14)-&ASC-E7-10"ASD" W-N-D-VELOCITY=170-MPH ---M-RH-_<-60--- - DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(S Ft Roof Trlbuta ea(5 Ft 1. TABLES ARE INTENDED TO PEPICT�HE_WORST CASE'PRESSURES.'WORST CASE'IS Height �, „�g,"5 ?)eight DEFINED AS THE CR At,EA4LDITION"OF AN` WN VARIABLE AS DESCRIBED.BELOW. B 10 15 20 25 30 _ 50 m- 8 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO^DITION1 D F0 U/ITH THESE TABLES. -46.4 -45.2 -44.4 -43.8 -43.3 4 9 ,� - 9* -57.2 -55.0 -53.4 -52.1 - -50.3 -49.5 -48.9 -48.3 2. TABLES VALID O LY - ,-_4 Fiioo ROOF HEIGHT AS LIMITED ABOVE. 3"r1► 3. TABLES VALID F R+ L OF3 ES& 1.©P. APPLICABLE REDUCTIONS FOR ROOF SLOPES 0-10 ft +42.7 +41.6 +40.8 +40.2 +39.7 + 3 8:6 • 0-10 ft +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 LESS THAN SO°SHABERfo D;BYrAN E INEER AS A SITE SPECIFIC CONDITION. lift -47'1 -46.0 -45.2 -44.6 -44.0 4 6 "` Q, 42.99 ''6 t lift -58.2 -55.9 -54.3 -53.0 -52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE B IL ME (AVER�GE)r F HEIGHT.IF THE MEAN ROOF HEIGHT +43.5 +42.3 +41.5 +40.9 +40.4 + 9 9.,�,Y +39:2 ,3/8,' ,, +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT BE IDENTIF ED,�S.F PEAK q00 f EI T. -47.9 -46.7 -45.9 -45.2 -44.7 -44. 'S 9 ` .2 -59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49,8 5. ALWAYS ROUND O•PAM GHTS�TO E LE VALUE OR CONSERVATIVE ASSUMPTION. 12 ft 3""T'.-- `' 12 ft 6.CALCULATE THE TRIBU�A�YEAR roF= E OP NING IN QUESTION(HEIGHT'WIDTH)OR +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +'3 9.5 +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)ME Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -48.5 -47.4 -46.5 -45.9 -45.3 -44.9 -44.5 -44.2 -43.9 -59.9 -57.6 -55.9 -54.6 -53.5 -52.6 -51.8 -51.2 -50.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTS/3).USE THE AREA BETWEEN STRUCTURAL 13 f[ +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 13 ft +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 OPENARY AREA IOF AN OPENING CANNOT BE IDENTIFIED,THE MOST RIT CAL(0 SQUARE FENGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE ET)SHALL -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 14 k +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 14 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 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 -49.8 -48.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -45.0 -61.4 -59.0 -57.3 -56.0 -54.9 -53.9 -53.2 -52.5 -51.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 15 f[ +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -50.3 -49.1 -48.2 -47.6 -47.0 -46.5 -46.1 -45.8 -45.5 -62.1 -59.7 -57.9 -56.6 -55.5.;,345 -53.0 -52.4 MUNICIPALITY IN ACCORDANCE WITH CODE. 16 t +46.4 +45.2 +44,3 +43.6 +43.1 +42.6 +42.2 +41.9 +41.5 16 t +46.4 +45.2 +44.3 + �; „t43,- 6'''-+42'�.2r 7+, +41.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 17 ft -50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.6 -46.3 -45.9 17 ft -62.8 -60.3 -58.5 -5 '2 i ll 443 '-'.6 -53.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +46.9 +45.6 +44.8 +44.1 +43.5 +43.1 +42.7 +42.3 +42.0 +46.9 +45.6 +44.8 + g;l, +T43:1$:!� 2:.E F 42.3 +42.0 GENERAL NOTES' -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 -63.4 -60.9 -59.1 5 '8 = 5 :7`I`,5-4 9 ,4.1 -53.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 18 ft +47.3 +46.1 +45.2 +44.5 +44.0 +43.5 +43.1 +42.7 +42.4 18 ft +47.3 +45.1 +45.2 + ,.5 +435,.,t43'�"�+`4•,7 +42.4 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -51.8 -50.6 -49.7 -49.0 -48.4 -48.0 -47.5 -47.2 -46.8 -64.0 -61.5 -59.7 -5 . --'"Z- .4 - -54.0 CRITERIA AS OUTLINED HEREIN. 19 k +47.8 +46.5 +45.6 +44,9 +44.4 +43.9 +43.5 +43.1 +42.8 19 f[ +47.8 +46.5 +45.6 +44.9 +44.4 �3.5 +43.1 +42.8 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 -52.3 -51.0 -50.1 -49.4 -48.9 -48.4 -48.0 -47.6 -47.3 -64.6 -62.0 -60.2 -58.8 -57.7 -56.7 -55.9 -55.1 -54.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 20 ft +48.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 20 ft +48.2 +47,0 +46.1 +45.4 +44.3 +43.9 +43.5 +43.2 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 22 ft -53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48.1 22 ft -65.6 -63.1 -61.2 -59. -58.6 -57.7 -56.8 -56.1 -55.4 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 +49.0 +47.7 +46.8 +46. +45.5 45.0 +44.6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY. 24 ft -54.0 -52.7 -51.8 -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 24 ft -66.6 -64.0 -62.2 -60.7 -58.5 -57.7 -56.9 -56.2 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. +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 T49. -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND CORR.ES DING WIND VELOCITY,EXPOSURE,AND OTHER 26 ftC•�'uF 6 ft COEFFICIENTS LISTED E IN sHALL.BE D ATE ND VERIFIED BY THE GOVERNING #. �.-. +50.5 +49.1 +48.2 +47.5 +46.9 +4#5- .5 +452; y +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 BUILDING DEPARTM T-`AN ERML' OLDER,N RRANTY FOR APPLICABILITY OF TABLE -55.5 -54.1 -53.2 -52.4 -51.8 5 3 .9a 0 1 -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFE DJ 8,�-I 28 ft ��'���'�� 28 ft S.THIS E IS O ICA D T- OT`I _QE T 9 ER ANY PRODUCT APPROVED +51.1 +49.8 +48.8 +48.1 +47.5 +3`01 ,i4 P45.�t', +51.1 +49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 CERTIFICATION. RE RTO F,\ ERA RA Y�, MITTED TEST CRITERIA AND OTHER 30 ft -56.1 -54.8 -53.8 -53.0 -52.4 -5 .9- 15„ 1 5 7c` 30 ft '69.3 -66.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DE EW. _STA'�.ATION?f4F NATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T B VEgIFIED-UT4,1 HE1$ 1 CCORDANCE WITH GOVERNING CODES. +51.7 +50.4 +49.4 +48,7 +q8.1 + :5 _ 1 +¢fi7,�`+/,}6' +51.7 +50.4 +49.4 +48.7 +48.1 +47.5 +47.1 +46.7 +46.3 6.ADHERE TO ALL f CAL 'EI:t.�R,OT ONES TEM ORDINANCES. 33 ft -57.1 -55.7 -54.7 -53.9 -53.3 -5 . '3 �, J5'• - 33 ft -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7,NO CERTIFICATIO - ERE r-(t�T E IN TY OF THE HOST STRUCTURE. +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47. '&�'' ' 7.1 +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9 +47.5 +47.1 8.EXCEPT AS EXPRESSLY P ,13 IN,NO ADDITIONAL CERTIFICATIONS OR - AFFIRMATIONS ARE INTENDED. -57.9 -56:5--55:5--54.8-=54.1-=53:6'=53:1-=52:7-=52.-4-- =71:5-=68:7-=66:7-=65.2-=63:9-=62:8==61:9=--61-1---60.3- - - - - - - - - - 36 f[ +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, /-PEAK ROOF -59.0 -57.6 -56.6 -55.8 -55.1 -54.6 -54.1 -53.7 -53.3 -72.8 -70.0 -67.9 -66.4 -65.1 -64.0 -63.0 -62.2 -61.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL / HEIGHT 40 ft +54.4 +53.0_ +51.9 +51.2- +50.5 +50.0 +49.5 +49.1 +48.7 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 DIMENSION R- 3R MORE USE ZONE 5 IF AT ALL IN QUESTION.CONSULT CIFIC INTERPRETATION IF REQUIRED. MEAN _-_r.� --- - - - _ 4 -65 --- - --- -- --- ---------- ------- -- ---- -HE F-- - - - -- AN.ENGINEER FORAM RE PE - -00:2 -58.8- -57:7 --56.9 -56.3- -55.7 -55.2 -54.8 --54.4 -74.3 -71.4- -69.3_--67.7_ --66.4 -65.3- -64.3 -63.5- -62.7 _ -- - -__ _ -_ - _ _ - EAVE _ _ 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 Ia a ROOF -61.3 -59.9 -58.8 -58.0 -57.3 -56.7 -56.3 -55.8 -55.4 -75.7 -72.7 -70.6 -69.0 -67.6 -66.S -65.5 -64.7 -63.9 I 1 HEIGHT 50 ft _ -+56.6- ft +56.6- +55.1--+54.0--+53.-2 -+52:5 -+51:9- +51:5- +51.0 -+50.6-----------+56.6.1-+55.1-1.+54.0-1.+53.2-1-+52.5-_+51.9 -.+51.5--+51.0,1-+50.6- 55 ft -62.4 -60.9 -59.8 -58.9 -58.3 -57.7 -57.2 -56.8 -56.4 55 ft 77'0 -74.0 -71.8 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 5 I ® I 5 +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 a -63.3 -61.8 -60.7 -59.8 -59.2 -58.6 -58.1 -57.6 -57.2 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 ELEVATION QS 60k +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 60ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 WALL ZONE FIGURES ISOMETRIC O o REMARKS GSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING O D O INIT ISSUE GSS TSB 03/05/12 o c m m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) F 0 CO' ` 1 J EXPRESS° REV 2014 FBC DGM TSB 06/10/15 '-- p C� "O _ _ ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: z -L w_� Z m - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, suiTE 106 p DEERFIELD BEACH, FL 33442 o r z THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 T.m� O ,�j Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 - o N z WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 E:HELLO@ENGINEERINGEXPRESS.COM A° I- F--� ADDITIONS,OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT ASCE 7- .L 0 Z in O PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM mn{ I j Florida Building Code Online ' I I V 711 r, zrgA tl lit S �i Lr .......... BCIS Home Log In User Registration Hot Topics - Submit Surcharge Stats&Facts Publications I FBC Staff ` BCIS Site Map Links r Search F10"14c� I I VO4t 50 Gij Product Approval �� � USER:Public User j Product Approval Menu>Product or Annhcatirni Search>Aoolication List>Application Detail I I FL# FL16708-R6 3 (( , 3i Application Type Revision ' } Code Version 2014 ! Application Status Approved I i ! _ Comments j 4 i a Archived ❑ I Product Manufacturer JELD-WEN j Address/Phone/Email 3737 Lakeport Blvd E Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com j Authorized Signature Kaede McLaughlin i fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate C,ustomeriServicel ;. r Address/Phone/Email 3737 Lakeport Blvd. 1 Klamath Falls,OR 97601 (800) 535-3936 s } customerserviceagents@jeld-wen.com I _ } Quality Assurance Representative } Adress/Phone/Email Category Exterior Doors j 1 Subcategory Swinging Exterior Door Assemblies I ( Compliance Method Evaluation Report from a Florida-Registered Architect or a Licensed Florida }•;> Professional Engineer j ❑ Evaluation Report- Hardco'py Received i .. Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E'. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute `^ Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden == , ❑� Validation Checklist- Hardcopy Received . j Certificate of Independence FL16708 R6 COI COI JW SS 2015-0*27.oddf I Referenced Standard and Year(of Standard) Standard I' Year TAS 201 ! I 1994 N TAS 202 1994 TAS 203 1994 littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain==%vGEVXQwtDgit8obl%2flZin6TtidWOg6cFUIQiWrg5gYOnIN13Keyalg2akQ%3d%3d[9/29/2017 10:10:34 AM] J - I i Florida Building Code Online ,,. Equivalence of Product Standards Certified By I f . Sections from the Code tz I • zi - Product Approval Method Method 1 Option D ' I # J i l Date Submitted 02/14/2017 Date Validated 02/14/2017 ,I Date Pending FBC Approval 02/18/2017 i 1 Date Approved 04/04/2017 1 Date Revised 06/30/2017 1. I i Summary of Products FL# _ i Model,Number or Name Description _„- •' 16708.1 A Design Pro/Smooth Pro/Studio Single(X) Lmpact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 I xw I' Fiberglass Inswing and Outswing i Limits of Use Installation Instructions) Approved for use in HVHZ:Yes FL16708 R6 II A01:0871AI X. OPO SS 2017-02-09.pdf Approved for use outside HVHZ:Yes Verified Bye: Hermes;F. Norbro, P.E. 73778 ' Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports' i l` Other: FL16708 46 AE PE114663!X OPO SS 2017-02-09.o 1 Created by 01 Independent Third Party: Yes I _ , _.............- -- -- - ... — ' 16708.2 I B Design Pro/Smooth Pro Single(X) Impact Glazed Dbor 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing }0. I Limits of Use Installation Instructionsl I Approved for use in HVHZ:Yes FL16708 R6 II A010872AI X. GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified Byi: Hermes,F. Norero, P.E. 73778 i Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: FL16708 R6 AE PER443SiX GLZ SS 2016-08-26.odf f I 1 - F` `� I I i • I j- t 16708.3 I C Design Pro/Smooth Pro/Studio Double(XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing s ,. Limits of Use Installation Instructionsl 3 U'v J ' r Approved for use in HVHZ:Yes FL16708 R6 II A610873AI XX OPO SS 2017-02-09,odf Approved for use outside HVHZ:Yes Verified By Hermes F. Nor,`ero, P.E. 73778 fi Impact Resistant:Yes Created by Independent Tl ird Party: Yes i. 1 Design Pressure: N/A Evaluation Reports Other: FL16708 126 AE PER46641XX OPQ SS 2017-02-09.odf ! M1 Created by Independent Third Party: Yes eslgn ro moo ro Double mpac azeDoor b-U x b-8 and b-u x - jj ;Fiberglass Inswing and Outswing j Limits of Use Installation Instructions; 1 Approved for use in HVHZ:Yes FL16708 R6 II A01-0874A,XX, GLZ SS 2016-08-26.pddf I f, Approved for use outside HVHZ:Yes Verified By: Hermesl•F. Norero, P.E. 73778 k Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 's ;f Other: FL16708 R6 AE PER44401XX GLZ SS 2016 O8 26.odf ' Created by Independent Third Party: Yes I* i f 16708.5 E Design Pro/Smooth Pro/Studio Single with'Isidelite(s) (X,O/,O,X/O,X,O)Impact Opaque Door I Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing I } Limits of Use Installation Instructionsl { Approved for use in HVHZ:Yes FL16708 R6 II A01'0875A1 OXO, OX OPO SS 2017-02-09.odf Approved for use outside HVHZ:Yes Verified By: Hermes;F. Norero, P.E. 73778 ” Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: FL16708 R6 AE P.ER46651OX0 OPQ SS 2017-02 09.2df vn Created by Independent Third Party: Yes l, I litip:/he •w.tloridabtiilding.org/pr/pr_app_dtl.aspx?param==ivGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGjWrg5gY0nIM3Keyalg2akQ%3d%o3d[9/iI9/201710�:10:34AM] I I I r Florida Building Code Online I I v 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s)�(X,O/O',X/O,X,O) Impact Glazed Door ! 11 9-0 x 6-8 and 9-0 x 8;0 Inswing and Outswing *} Limits of Use InstallatioWInstructions I Approved for use in HVHZ:Yes FL16708 R6'1 II A010876A OXO, OX GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By: Hermes,F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes ! 1'- a Design Pressure: N/A Evaluation Reports1 j a, Other: FL16708 R61 AE PER-4442 OXO 016-08-26,pdf I Created by Independent Third Party: Yes 16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(I !(XX,Oj O,XX/O,XX,O) Impact Opaque o, i Fiberglass Door 12-0 x 6-8 and�12-0 x 8-0 Inswing and Outswing Limits of Use Installatiori Instructions Approved for use in HVHZ:Yes FL16708 R6 II A010877A OXXO,OXX OPO SS 2017-02- {' , Approved for use outside HVHZ:Yes 09.Ddf " 6 Impact Resistant:Yes Verified By:',HermeJF. Norero, P.E. 73778 - !�: 4f,, Design Pressure: N/A Created by Independent Third Party: Yes i Other: Evaluation Reports FL16708 R6 AE PER4666 OXXO OPO SS 2017-02-09.i)d_f ' Created by Independent Third Party: Yes i 16708.8 H Design Pro/Smooth Pro Double with;sidelite(s) (XX,O/O,XX/O,XX,O) Impact Glazed {' t ;Fiberglass Door 12-0 x�16-8 and!12-0 x 8-0 Inswing and Outswing i Limits of Use Installation Instructions {{ Approved for use in HVHZ:Yes FL1670,9 R6 II AOid878A OXXO. OXX GLZ SS 2016-08- Approved for use outside HVHZ:Yes 26,oddf Impact Resistant:Yes Verified By:Herme I F. Norel o, P.E. 73778 Design Pressure: N/ACreated bylIndepenident Third Party: Yes } Other: Evaluation,Report sl' I FL16708 R6 AE PER4444 OXXO GLZ 55 2016-08-26.pdf '' nn Created by'Independent Third Party: Yes j Contact Us::2601 Blair Stone Road.Tallahassee R 32399 Phone:850-487-1824 t t The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privac I Statement::Accessibility Statement::Refund Statement �,, ,� Under Florida law,email addresses are public records.If you do not want your e-mail address released in resplorise to apublic-records request,do not send electronic 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,effectiveOctober 1,2012,licensees licensed under Chapter 455,F.S'i 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., r • � please click)lei-. ' ta"YM . 1 Product Approval Accepts: i � I s Credit Card ! I' 1 Safe j- I I I I I l i I I I f I I ' I litip:H",ww.flotidabuilding.org/pr/pr_app_dtl.asps?param=wG6VXQwtDqu8obl%2fIZm6TudWOg6cFUIGjWrg5gY0nIM3Keyalg2akQio3d%3d[9/29/2017 10:10:34 AM] I i 398 E. Dania Beach Blvd. BUILDING DROPS i Suite 338 A Perfect Solution in Every Drop Dania:Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com April 27, 2015 TO: Whom It May Concern I FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#737,78 MANUFACTURER: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 i ! Dear Sir(Madam), To the best of my knowledge,the above-mentioned product conforms to the current edition of the Florida Building Code. i Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. ! I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). I Respectfully submitted, 7 r _ _ r i % gyp• pP,•'�4�/ Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Date:2015.04.27 2'0:14:19;04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer#73778 I 'I I , I Page 1 of 1 i i i I I ' i � , 74"MAX.O.A.WIDTLPREPARED aV:I - Q JELDrWENBUILDINGWINDOWS .DOORS DROPS,INC. 398 E.DAHIA BEACH BLVD.,5TE.338 DANIA BFACH,LL J]W4 PH:1954139'YR18 FAN:195x1)44.4]39 _ / \ WEB:vww.OUiINmBdmOr.t9m Do Z DESIGN PRO/SMOOTH PRO/STUDIO IMPACT APPROVED 71 b oo 71w mmu, Q y b Z LL ACTIVE U INACTIVE -0 00 to FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3-a Z W o Q ,-, z a j u3f O 3 =R C j W J '•LLa udi O?Q mei OQ zZ mY GENERAL NOTES: H U F-L7 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA p 21 Q D y BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 3 a ] 2 Z W Z �-ly • TAS 201-94 a a a Z LU a W; • TAS 202-94 L7N • TAS 203-94 i TYP.ELEVATION 1 L,] LL] 6'4'DOOR HEIGHT O 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE X.O.A.WI RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Ln ay FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 4 a LU INSTALLATION. s a 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ~ A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED ® ® REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add MuID-Point Lock GL 06/23/14 DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT J RESISTANCE. = 6 z V, C]LL 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH N= ~W 1115 NOT Ri RranoMua Rwxa�r on PART DOORS ARE QUALIFIED. onm 00 Ouiw6mmconsE Drewmwc9RDPs,INC VRITERATION1,ADDDIDN1.NIONHCHTIxc,OROTHER Q e O RIN O THIS OOCUMENT ARE NOT PERMITTED AND 6. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING z RLL' �;a 'IxNAtDATE SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT 3 Z< ACTIVE O INACTIVE _ s \\\S - F 172 MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY F 3 \\ \'e OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH OH HEIGHT 15?1.0 =o'o 6 , s• p0 * 7 IA � �'.�cc .•�NG�\• - - - � E --- --- -- - — --- -- - 2 TYP:ELEVATION 2 - - -- - TABLE OF CONTENTS I ADOOR HEIGHT HOPE. DH AurxDRDAnon xD.:9sn _SHEEP DESCRIPTION igitally signed by Hermes F.Narero,P.E ---SHEET-- -_REVISION_ eason:l em approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ---- -NOTE:--- -- - - -- ---------- - - - - - ate:2017.02.0915:24:30-05'00'--- — - INACTIVE AND ACTIVE DOOR PANEL /I 2 A TYPICAL ANCHOR LAYOUTS AND NOTES ORIENTATION IS INTERCHANGEABLE. DATE: 02.05.14 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CHK.BY: MAX.OVERALL DESIGN PRESSURE(PSF) GL�TJM SS�MSS 4 - VERTICAL ASSEMBLIES NOMINALSIZE MISSILE 5 - HORIZONTAL ASSEMBLIES CONFIGURATIONINSWING OUTSWING IMPACT SCALE: NTS 6 - WOOD SUBSTRATES WIDTH HEIGHT POS. NEG. RATING DWG.O:A010873A 7 - CONCRETE SUBSTRATES %% 6'-0" 6'-8" 60• 60 60• 60 LMI&SMI SHEET: OF B 8 A COMPONENTS&BILL OF MATERIALS %% 6'-0" 8'-0" 50• 50 50• 50 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. PREPARED BY: INSTALLATION NOTES: Q 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACKTO BE 1/4 INCH.SHIM WHERESPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398 E.DANIA BEACH BLVD.,51LE.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SEE TABLE 74"MAX.O.A.WIDTH DANIA BEACH.FL 33004 PH:195413978478 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FOR QTY. - FAN:19sm744.4736 11/2"TYP. weB:www.t"namDaF9cicOm STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"Typ, 3"TYP. N 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIALLu '• OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR G2 G2 C) O 'oma°N mo MANUFACTURER'S INSTALLATION INSTRUCTIONS. a ® ® Z e Ln Q Fom 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR p O JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE LD SHELL OF BLOCK. =C) CL. 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK - - _t7 ? m a CONCRETE/MASONRY CONSTRUCTION. N w U m x 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE m O C 12 FOLLOWING PROPERTIES: Z i7 E = = Cl. 0 �y+ A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. ?iz z z 2 2 Wa B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. F3a ¢ ¢ C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Z xx OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O—< 'n 'n Q PSI. V a D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH W. OF 2000 P51. Z Lu a. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR - ~ 1— LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. INA CTIV ACT VE r REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM IAdd MNI[i-Point lock GL a6/x1/1a EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 3"TYP. A2 D2 3„TYP. D2 ANCHORTABLE (IFP.ANCHOR LAYOUT 6'8"DOORS 8'0"DOORS 2 8'.e'ORBb"DOOR HEIGHTIN o u Lu H PRov R o ROIUG DROPS.we AND SHALL NDT BF RFPPODUCFD IN VAIOLEOR PPRT LOIND DROP9.INC. ANCHOR MIN. MIN.EDGE MOF #OF eINGS707HIS DOCUMENT NOT PERITMDAND ANCHOR TYPE SUBSTRATE . MAX.D.C. MAX.O.C. INVADDATE 512E EMBEDMENT DISTANCE ANCHOSAT ANCHORSAT SPJAMESAT HEAD/SILL SPACING AM SAT HEAD/SILL `\\\\\__pp,S F. CLUSTERS CLUSTERS `��lr\,...••.° �( WOOD SCREW #10 2X WOOD BUCK 1.1/2' 3/4" 17-1/2" 4 17-1/4" 4 \ A..O ^ OR FRAMING 7 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4"— 2-1/2 17-1/2" -_ 4- - 17-1/4" 4 ti ELCO ULTRACON 1/4" CONCRETE/CMU 131/4"CMU V. 17-1/2" 4 17-1/4" 4 %�'n-'9�"�""P •����` I 3/16" - - --- - 1" SS- '-14-3/8" ____ 6 _ _ _ _. _ ___ __ _ _ _ _ _ _ ____ __ __ _ _ , _ _ _.___ n9aE N{�NBERnui 9L\\\ f�w FRPE CLRT OF ADTHORI ELATION NO.295M 2-012x3"PFH B2 SCREW C2 _______ _3-STRIKE PLATE_ ___—_E2—_____—_— HOPPE#1965040 2-#8 X 3"PFH SCREW F2 1-STRIKE PLATE 1-TOPASTRAGAL STRIKE PLATE NOTE: STRIKE PLATE INSERT PLUG HOPPE#2098945 PPE#1965040 INTO BED OF SILICONE 2-#8 X 3"P;4:Dl, DATE: O2.OS.14 DETAIL F2 SCREWS ono. DWG./Y: CHK. Y: DETAIL C2 p p TAILI2 GLTJM ss�Mss NP.ASTRAGAL/NP.ASTRAGAL MULTI-POINT DETAIL H2 P ASTRAGAL/IN(J�SERT PLUG WITH STRIKE LOCATION NP.TOP ASTRAGAL OINT STRIKE SCALE: NTS DETAIL B2 1-BOTTOM SHOOT 2-#9%21/2°PFH MULTI-POINT ONLY STRIKE PLATE H2CATION ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION 12 DWG.#:A010873A W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL E2 1-ASTRAGAL ONLYF 4-#9 X 2 1/2°PFH 2-#9%21/2"PFH UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS SHEET: OF8 PLATE FROM 2 INSWING SRLL SECTION VIEW HARDWARE KIT rD10UTSWIN6 SILL SECTION VIEW z HEAD5SECTIIONGVIIIEW 2 PREPARED BY: BUILDING DROPS,INC. 393 E.DANIA BEACH BEND..STE.338 41/2"TYP. 41/2"TYP` DANIA BEACH•FL 33001 PH:±954139034)3 11/2"OFFSET TYP. PAx:19541244.4933 WEB:www.buildin6dmps.com In m O O m 3 tomb m SL230 SL130,LEFT SL130,RIGHT SL230,8'0" SL130,B'0" _¢ U < 5 ` W Q. mw mea OCQ X my cc Z CC zd 00 1= u W= W o ¢ : w � M P2 [11TYP.ANCHOR LAYOUTREMARKS BY DATE SL220,LEFT SL220,RIGHT SI300,LEFT SL300,RIGHT SL600 coxuLE3F/A4Asoxer Add Multi-Point Loa GL 06/23/14 PnaxAL sx eua IN QUALIFIED SKIN PATTERNS Add Qualified Skin Patterns LS 12/21,16 .250±.010 A.5""NOTBEERrPRD011CFD iN u FOR P4RTI,C +010 AVVIAnoxTMipomOHS.wGHIPS ING.aRO MER+D .092_005 .030±.010 RKix TOMTSNTARE NOT 11/4"MIN.EMBED TYP. I I Ou.41.111 I .. F. �TYIP.GROOVE DIMENSIONS77 SEE TABLE _� 3 Z� Y• •�:_�O z Z - r_' �mz -07yjZX BUCK ANCHOR TABLEWOOD BUCK - --- - -BUCK INSTALL.: -- - -- - - - - - =-` --- - -- - - - -- - ----- - 68 0 ----- -- - - " DORS 8'D"DOORS- - --- ee.D ff61 �1a- ANCHOR PER BUCK ANCHOR TABLE DANwe - - --- MIN.EDGE MIN.CENTER FDP—R—AuMOREATiONNO E9s23 ANCHOR TYPE ANCHOR SUBSTRATE MIN' DIST.TO TO CENTER MAX.O.C. MAX.O.C. SIZE EMBEDMENT SUBSTRATE DISTANCE --- -�2X.WOOD_BUCKINSTALL--------_— -- -�2XW.00D.BUCKINSTALL.____ ___------_- ----_-�_-- ----____-- _ - ---___--SPACING AT- _SPACING AT -- _ _-- -- -____-- -___--- ----- 3 ceoss s3rnoN 3 SIDE VIEW JAMBS JAMBS TIN TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" DATE: 02.05.14 NOTES: 1-3/8"-00NC. ELCOULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1" 4" 25" 30-1/4° GL/TJM SS/MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: A NTS /L 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.X'A010873A SHEET: OF8 3 PREPARED BY: BUILDING DROPS,INC. 398 E.DANIA REACH BLVD.,STE.338 DANIA BEACH,1-33004 PH:19541399-8478 FAX:19541744.4738 WEB:www.buildingtlraps.com 1 [I ~ 0 VS aDo �m m i> w wLLa� $ 11 EOfl EXTERIOR EXTERIOR �. INTERIOR R 4 I �U N Mg 1. Oma Q J EL Z� W w �o OPERABLE HEAD OPERABLE SILL w' 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING ENDURA ZAIL4565F F F REMARKS BY DATE Add MDIEi-Point Lock (3106/23/14 xF 15 x Dxops,lx LL NOT BEEREPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER ARRIn E NOT PERMIT ITER AND IWALI,`TFOUR 8. INTERIOR EXTERIOR 7 INTERIOR EXTERIOR =��� �F\•• - --------------------------- I�A 1D - - - OPERABLE-SILL - - - - - - � - - OPERABLE-SILL -- - - - --- - - - - - - - -- - - - 39RI:DAN'AfNlNBEO[HJB�L� �4 - 4 OUTSWING 4 OUTSWING HERE CERT.OF ABU�THHOWROATTON NO.MS. AFCO J-2297 OPTIONAL AFCO H-497 DATE: 02.05.14 GL TJM SS'NISS SCALE: NTS DWG.a:A010873A SHEET: OF8 4 PREPARED BY: HINGE SCHEDULE Q DOOR HEIGHT QUANTITY HINGE X2-TAIL ATJAMB: PLACE a99X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP 6'-8" 3 ® BUILDING DROPS,INC. B.D4 `\ 390 E.DANIABEACN BLVD.,STE.330 BANIA BEA N,iI- 1954) 11004 PN:1954)399-04]0 FA%:19541744.4730 WEB:..buildiROdrop-1 1 O m 2 to mmMN INTERIOR o c A5 17c, Q CO 2 cc C INTERIOR \. 1-H9 X 2-1/2"PHILLIPS ~O Q m 2n ¢ FLATHEAD WOOD SCREW p m Y \ J 3-q9 X 3/4"PHILLIPS O a Z /EXTERIOR 0 FLATHEAD WOOD SCREW a Zi 0 zN EXTERIOR W� 4-q9 PHILLIPS FLATHEAD WOOD SCREW 14 USE 3/4"LENGTH FOR 6'-8"DOORS v3 0 } USE I"LENGTH FOR 8'-0"DOORS p = MEETING STILE HINGE JAMB 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR W F REMARKS BY DATE Add Multi-Point Lock BE 106/23/141 UD ANDSxgll NOTBF REPRDDDCFD IN'...I I DR PART sux>oxs.EN CONSENT OF BUILDING DIOM,INC FTlADDmaN;xwxLwxFmc,oe OINER NNUFNINGS...HIS DOCUE4ENI ARLNOI PEWA I IED AND INveu``` 4-q8 X 13/8"PFH 's.Q-oES h 0•• 1-REINFORCEMENT PLATE—� ���� ,•• g HOPPE 02512296 `� \ ):0) 0 F F1Fo f\ FILE-RT.—UT-It CERT.OF .79570 ---------------- - -- ----�-HOPPE�MUL-TI=POINT-LOCK- --------------------- - -- -- 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14 3-q8%2"PFH 13-q8%13/8"PFH 1-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) DWG. Y: CHK. Y: 15-08 X 13/8"PFH GL/TJM SS MSS DETAIL AS (8-0 UNITS) SCALE: NTS HOPPE MULTI-PT LOCK COMES WITH HARDWARE DWG-a:A010873A FASTENING SHEET: 0 F 8 5 PREPARED BY: BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD.,STF.338 DANA BEACH,R 33004 PH:195413998478 FAM:19541744.4739 WEB:—buildinedoPs-1 Q []n J �m F, moMN H � o p O o m C.ac wLL� 2X WOOD BUCK p R m i LL 0Z F— mY SILICONE WOOD ANCHOR tb N w SEE TABLE ON SHEET 2 MIN. ,_„ % O C N EDGE DIST. WOOD ANCHOR SEETABLE SHEET WF SEE TABLE ON SHEET 2 Z O Wo w w 2X WOOD BUCK iDO 2XWOODBUCK F oN % % E> 0.25"MAX EDGE DIST. REMARKS BY DATE WOOD ANCHOR SHIM SEE TABLE SHEET 2 Add Multi-Point tock GL 06/23/14 SEE TABLE ON SHEET 2 MIN.EMBED. SEE TABLE SHEET 2 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL 5 1 AOI XT 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING aNDSxpIL xOT OF REPRODO[m) wxo.11 IT ENDURA ZAIL4565F THOUTWITTEN CONSENTOI olmolxD D9ovs.INc RILTIRATIDNS.ADDmDN%H W xuDxnN4.OB.— MARSIN(,SmIHIS-NuNIa p WOOD ANCHOR WOOD ANCHOR INvpuo SEE TABLE ON SHEET 2 SEE TABLE ON SHEET SILICONE FOR SILICONE ����\• ��O —2X WOOD BUCK ix N zx wooD aucK ���F .......... - --- -------- ------- ------ —— --------- — - - - - MIN. MIN. ND.29518 EDGE DIST. EDGE DIST. =SEE TABLE SHEET 2_ SEE TABLE SHEET OPERABLE SILL OPERABLE SILL 6 OUTSWING 6 HIGH BUMP OUTSWING DATE: 02.05.14 AFCO J-2297 AFCO H-497 DWG. Y: CHK. Y: GL/TJM SS MSS SCALE: NTS DWG.it:A010873A OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OFS SECTION OF HEAD OR JAMB AS LONG AS MINIMUM /^ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 6 PREPARED BY: BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD.,STE.338 DANIA BEACH,FL 3300E PH:(954)3-8478 FA%:(9541214.4738 WEB:www.bulltlingtlrops.Eam O o0 � > mo �o , �O w Kj H 'wLLpp MIN. 1X WOOD BUCK I=—R H S '� EDGE DIST. (OPTIONAL) CONCRETE ANCHOR O Q U-) ^x SEE TABLE SHEET2 GN .. SILICONE SEE TABLE ON SHEET 2 U CONCRETE ANCHOR O a Lu y U,j5 SEE TABLE ON SHEET 2 2 F— it (�> CONCRETE/ w MASONRY GG C Kr BY OTHERS a E> N 1X WOOD BUCK (OPTIONAL) % L ".a 0.25" MIN. H o _ MAX. CONCRETE/ EDGE DIST. MASONRY SEE TABLE SHEET2 REMARKS BY DATE MIN.EMBED. CONCRETE ANCHOR A•- BY OTHERS SEE TABLE ON SHEET 2 CONCRSHIM ETE/MASONRY BY OTHERS Add Multi-Point Lack GL 06/23/14 SEE TABLE SHEET 2 1 HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING Oflovs.INc ENDURA ZAIL4565F ANO SHpII NOTBFFREPflODUCF0IN W4O1E 00.vpflT WITHOUTWRIMN oxSExT OF BUILDING DROPS,INC. ALTE8ATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER AIARONG1IN TO AND CONCRETE ANCHOR SEE TABLE ON SHEET 2 CONCRETEANCHOR / \\ �F.S F''1)10 SEETABLE ON SHEET2 / SILICONE d~w' SILICONE d r" ...y ` �� \• ' za .1. za CONCRETE/ wCONCRETE/ � •• •• ~ MASONRY v, MASONRY i OT 9 CCC111TTTCCC��1 A' BY OTHERS _ _BXOTHERS___—__--._ ��i •••qp•_��G`=\� —__. . — MIN. MIN. 0 E. EDGE DIST. EDGE DIST. FBPE CERT.of TOTHORItATION NO.29579 SEE TABLE SHEET 2 SEE TABLE SHEET 2 4 OPERABLE SILL OPERABLE SILL 7 OUTSWING 7 HIGH BUMP OUTSWING DATE: 02.05.14 AFCO J-2297 AFCO H-497 DWG. Y:CHK. Y: GL TJM SS MSS SCALE: NTS DWG.JJ:A010873A p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 8 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7 PREPARED BY: BILL OF MATERIALS ITEM4 - DESCRIPTION MATERIAL17 HOPPE MULT-POINT LOCK Q FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE 398 E.DANIA BEACH BLVD.,VE.338 1 FRAME HEAD/JAMBS LAMINATED VENEER DAPHABEACH,FL 1ssa1 9484784 LUMBER O FAX:19541744.4738 WED:Nn 1.11EinRErop-1 COMPOSITE 2 ASTRAGAL,ENDURA ULTIMATE HURRICANE 6063-T6 ALUMINUM ,o 3 )NOT USED) - - j a ry 4 ENDURA ZAIL4565F THRESHOLD - v~j FW-- o 5 AFCO 1-2297 THRESHOLD - Cr 1 1. Q 00 6 (NOT USED) - ti a O S Q 6 7 AFCO H-497 THRESHOLD 8 WEATHERSTRIP URETHANE FOAM& h U 03 m Y POLYETHYLENE Q O a m rr�� 9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE C== y Q H+ 10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD z W' HANDLE F- 11 11 1X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD oD q HEIGHT o O W 12 410 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL _ 3 OD O a� 13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL 0 0 14 BUTT HINGE(SEE SCHEDULE SHEETS) - 0 F C) 15 KWIKSET LOCK SERIES 400 STEEL ~ 16 KW IKSET DEADBOLT SERIES 780 STEEL REMARKS BY DATE 17 HOPPE MULI-POINT HARDWARE HL59000 STEEL _ O Add MBIEiPDInI Lock GL 06/23/14 0 m IN ANDSHAIL..BEFREPRODUC WxGLEORPART,C rtHOWMMENCONSEM BUBDINGUROPMIxC ALTERATIONS.ADOMONS,XIGNIIGMTING,OROTHER MAWNG5 IO IXIS OOM-1 RMII ILD AND NVeU04ti F. 7% O -L-T- 0.63"1 -4-1.38" i-pO ..... �nBeO.t.NLY F3c�Y G�?`` -- -- - - - - - - - - - -- --- - - -- - - - - - - - - --- _ - 399 E.D FB,� 14112 FBPE[ERi.DFAULXORUgiIDN x0.19578 -- -- ---0- VAR ESESEE BDM/AAMBTS --- 07-----ALM STRAGAL O ENDURA ZAIL4565F THRESHOLD _O AFCO J_2297 THRESHOLD O AFCO H_497 THRESHOLD L o DATE: 02.05.14 0.06" n m DWG. Y: '- GL/TJM SSMSS 5.62 I I-4.56"� I I I ...�._-. SCALE: NTS 4.563"A 4.62" DWG.#:A010873A SHEET: OFB 8 I � i 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 ' Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH I Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Repurt Of JELD-WEN, inc. Design Pro / Smooth Pro / Studio Impact Approved For use in the High Velocity Hurricane Zone '(HVHZ) i for I Florida Product Approval I ' I Report No. 4664 , Current Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Exterior Doors,j Sub — Category: Swinging Exteri6r Door Assemblies i Product: Design Pro/Smooth Pro/Studio Impact Approved For use in the High, Velocity Hurricane Zone Material: Fiberglass Product Dimensions: V-0"X 6'-81'(Nohiinal) V-0"X 8'-0"(Nohiinal) Prepared For: J1✓LD-WEN, hic. 3737 Lakeport Blvd• .`��SES F. 0 Klamath Falls, OR. 97601 ; , ``����••\•• � AO Prepared by: 7 Hermes F. Norero, P-ECC = '4 Florida Professional Engineer#73778 T T :• Date: 12/20/2016 0 •• O DP;: 44/ Contents: ��� �`�,••'••......••' G��``� Evaluation Report Pages 1 —5 ��i� "'/OW- Digitally SAO -Digitally signed by Hermes F.Norero,P.E. Hermes�l�!hldl OO, P.E. Reason:I am approving this document i Florida No.73778 Date:2017.02.09 15:09:07-05'00' i I I , BUILDING DROPS Date: 12/20/2016 A Perfect Solution in Every Drop Certificate of Authorization:29578 1 Report No: 4664 Manufacturer: JELD-WEN, inc. I � I i Product Category: Exterior Doors i Product Sub-Category: Swinging Door Assemblies I I Compliance Method: State Product Approval (1)(d) I ' Product Name: Design Pro/Smooth Pro/Studio Impact Approved For use in the High Velocity Hurricane Zone(HVHZ) 1 6'-0" X 6'-8" (Nominal) 6'-0"X 8'-0" (Nominal) I I � Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73,778)for JELD-WEN inc. based on Method 1d of the Florida Department of Business and Professional Regulation-Florida Building Commission. i I 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 j the product named herein. This product has been evaluated for use in locations adhering'to the current Florida Building Code. i, See Installation Instructions A010873,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. i . i ' 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. Site conditions that deviate from the details of drawing A010873 require further engineering analysis by a licensed engineer or registered architect:, 5. See Installation Instructions A010873 for size and design pressure limitations. I Hermes F. Norero, P.E. ii Florida No.73778 Page 2 of 5 i i I BUILDING DROPS A Perfect Solution in Every Drop Date: 12/20/2016 Report No: 4664 Certificate of Authorization:29578 I Quality Assurance Entity: The manufacturer has demonstrated compliance of I indowi products in Accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation&Management Institute (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 1 • TAS 202-94 • TAS 203-94 I, Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST1589) Report# Report Date: SJW2013-203-TAS 10/04/13 SJW2013-206-TAS 11/113/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23'/13 SJ W 2013-229 11/26%13 SJW2013-232 11/26'/13 NCTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 SJW2013-194 w/addendum 06/10/14 NCTL-210-3916-02 w/addendum 06/!16/14 i NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/116/14 SJW2014-073 06/26%14 SJW2014-077 06/27/14 SJ W 2014-072 06/27/14 SJW2014-080 07/03/14 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) I 3. Component Material Testing of Dylite,Expandf ble Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#:3113726SAT-001 R1 Report Date 03/13/09 Hermes F. Norero, P.E. Florida No.73778 ' Page 3 of 5 I i BUILDING DROPS j t Date: 12/20/2016 N A Perfect Solution in Every Drop Report No: 4664 Certificate of Authorization:29578 i I II 4. Component Material Testing of Fiberglass SIVI'C Skin: Element Materials Technology ASTM D635-10,ASTM D638-10,ASTM D192 1-12,ASTM D2843-10,ASTM G155-05 1 Report#: ESP010982P Report Date: 02/26/13 i Equivalence of Test Standards: I'. 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 current Florida Building Code. JELD-WEN, Inc. has tested their products to the following test standard editioH(s). i 1) ASTM E84-08 2) ASTM D635-10 3) ASTM D638-10 4) ASTM D1929-12 !" 5) ASTM D2843-10 6) ASTM 6155-05 i i Chapter 35 of the current Florida Building Code references the following editions of;the above mentioned test standards: 1) ASTM E84-07 2) ASTM D635-06 3) ASTM D638-03 4) ASTM D1929-96 (2000)e01 j 5) ASTM D2843-99 (2004)e01 6) ASTM G155-05a i 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 - current Florida Building Code. I i Hermes F. Norero, P.E. i Florida No. 73778 Page 4 of 5 I i, I � I I i BUILDING DROPS ' A Perfect Solution in Every Drop Date: 12/20/2016 Report No: 4664 Certificate of Authorization:29578 I ' I . I Installation: 1. Approved anchor types and substrates areas follows: I � Through Frame Installation: 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 the wood substrate. 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 of 1.25" into concrete or masonry. � I 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 ' Tapco;n or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. r Refer to Installation Instructions (A010873)for anchor spacing and more details of the installation requirements. Design Pressure: MAX,OVERALL DESIGN PRESSURE{PSF} , NOMINAL 51ZE MISSILE CONFIGURATIONIMPACT INSWING OUTSWIMG RATING WIDTH HEIGHT POS. NEG. PO:S, SEG. 60* 60 60,j6G] I LMI &SMI XX 6'-0" 8'-0" 50" 50 50,E Sn 1 LMI &SMI i i I i . I � I Hermes F. Norero, P.E. Florida No.73778 I Page 5 of 5 I I . I i I I