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1 E 97" X 80" MAR 17 2016 PER:N'IITTING St.Lucie County,FL REPLACE DOORS AND SIDELIGHTS IN 1 OPENING ONLY. NEW DOORS&SIDELIGHTS TO BE IMPACT RESISTANT- 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 97 80 53.89 4 33.8 1 -37.0 FL16674.8 45.0 1 -45.0 LIVING ROOM-LSMI REPLACE EXISTING DOORS&SIDELIGHTS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS&SIDELIGHTS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR&SIDELIGHT 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. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT= 12 FT 7 IN COSTOLO RESIDENCE 7625 MAHOGANY RUN DOOR REPLACEMENT PLAN PORT SAINT LUCIE, FLORIDA 06/30/2015-2:37pm gabriels V:\Projects\-2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'CBASED 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 Ftl Roof Tributary Area i§Lm 1. TABLES ARE INTENDED TO BEP,ICT-TH ORST CASE'PRESSURES.'WORST CASE'IS H 10 15 20 25 30 5- ,.,_ '^545 %,5Q eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITLCACGOCI_i mm OFIAN�_N WN VARIABLE AS DESCRIBED BELOW. 7� USE OF CRITICAL CO DITIMNS$'EQWIRED FOR ITH THESE TABLES. 41.0 -40.0 -39.3 -38.7 38.3 -3 9 �'7�6•r°�.. \0 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALID O L" BI�LUI(�GS FTN} ROOF HEIGHT AS LIMITED ABOVE. 0-15 h I �..., y 0-15 ft 3 TABLES VALID F R" OFT-VhEs� �S�p APPLICABLE REDUCRONS FOR ROOF SLOPES 37.8 +36.8 +36.1 +35.5 +351 +m.7, 4 :t34 3.8� +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 �` LESS THAN 10°SHA I BEE' B rA(V Ef,� INEER AS A SITE SPECIFIC CONDITION. 16 ft '41.6 -40.5 -39.8 -39.3 -38.8 3 9 8 1�s'"3 8 4„ T 16 ft -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B ,jL^Tf'G=ME9 VEP AGE}a'F2QOF HEIGHT.IF THE MEAN ROOF HEIGHT +38.3 +37.3 +36.6 +36.0 +35.6 + 5;2 4:9>>ti34 6' i>S4 "'� +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF ED E 7 EAK R'b HEI T. 5. ALWAYS ROUND ^00 GHTS�YbsXT,StT LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft -42'1 -41.1 -40.3 -39.8 -39.3 -38. 8 G- °�, r- (0 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRI 11 p�=0� ,HE OPENING IN QUESTION(HEIGHT*WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 `+3 4.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)M 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(HEIGHT2/3).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 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -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 20 ft -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 20 ft -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 +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 +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 -48.5 .:.�'^47,LL -46.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL ��!..! MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +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 +qgi� ,_ �+37c3S + 63+9 +,3 +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 -51.110� Oa s -47;5 8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36,7 22 ft +41.0 +39.9 +39.1 + ',5F' 0 '+7b; *7�3 7.0 +36.7 - GENERAL NOTES: 23 ft -44'9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft -55.4 -53.2 -51.6 5 4 9,1 S,I 114.6 E 4,t9T 47.3 -46.7 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 + $;g� 8°4�;,+38.0 }37;6@ .3 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 24 k -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 24 k -55.9 -53.7 -52.1 -STY-` 49,9'=493-.'Cq 4 °- -47.1 CRITERIA AS OUTLINED HEREIN. "• _Is"'�;'. 2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38. `r-3 "F 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 1+40.2 1+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 1+37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-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 1+41.3 +40.5 +39.9 1+39.4 +39.0 +38.6 +38.3 +38.0 1 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 _qg,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 +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 --4 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft �+-- 8 ft COEFFICIENTS LIST ED,Jd N�SH%RL.BE-D Cf-ATE ND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 +3�Yr. zti .+38 9 +387i'!"F�& -:./ +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM - N_ ERM HOLDER 1V RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 4 6 2�'• t--42.6, -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFER D REI 1.,,, 29 ft " 2 y29ft 5.THIS SPECIFICA j0 I OfiI 7 lDED�TO!O R ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +3.9 �,+9 38:9 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE R ESARATE�1�$UMITTED TEST CRITERIAANDOTHER 47.4 -46.3 -45.5 -44.8 -44 3 -4 9 3.5;,�� 2� �9' -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE IG, N$-fAL'�ATION,jNF MATION AND APPLICABILITY OF THESE TABLE 30ft +43.7 +42.6 +41.8 +41.1 +40 6 + '930 ft VALUES WHICH IS T B VEBTFI 6Y OTF�EEjS�I CCORDANCE WITH GOVERNING CODES. 4.2 9&x'+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 r 'CT:1'ROTE OT�cS,.TEM ORDINANCES. 32ft -48'1 -46.9 -46.1 -45.4 -44.9 4 '14� ,�., 7 q.• f 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATION' EE Rf55``CC))jj INT OF THE HOST STRUCTURE. +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. '' 0- 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 B.EXCEPT AS EXPRESSLEEIN,NO ADDITIONAL CERTIFICATIONS OR 35 f[ -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, PEAK 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 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 k -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 a a EAVE HEIGHT +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +47.6 1+46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 1+42.6 �,y 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 HEIGHT 50 ft +48.7 +47.4 1+46.5 1+45.8 1+45.2 +44.7 +44.3 +43.9 +43.6 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 Q -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 SS ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 rJ I 5 a fi0 ft -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 60 ft -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 EL 5 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 +50.6 +49.3 +48.3 +47.6 +47.0 1+46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES �-/� IS M C REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m� D O A INITISSUE GSS TSB 03105/12 m I REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r 1 a 3 `2014 J lb< EXPRESS _ ° z REV 2014FBC DGM TSB 06/10/15 p L )f VI - = ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: z w� co z m 160 SW 12th AVENUE, SUITE 106 m 0 °z DESIGN LOADS FOR COMPONENTS&CLADDING N S z DEERFIELD BEACH, FL 33442 0 D z MASTER PLAN SHEET m m � O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z 7� _. p x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 CERT OF AUTH#9885 m 3 O o W v9pi WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / -1 0 E:HELLO@ENGINEERINGEXPRESS.COM N O m m ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT Z o PERMITTED AND INVALIDATE OUR CERTIFICATION. EN GIN EERINGEXPRESS.COM ` Ul JELD-WEN Design-Pro and Smooth-Pro!' Fiberglass Doors WI N D 0 W S R. I) 00RS The performance information listed is for new products and is intended to be used for reference only,and is not complete.Depending on the components,accessories,and options chosen,the actual rating could vary.Confirm ratings for specific products with your supplier or JELD-WEN sales representative. - Highlighted options are ENERGY STAR certified in all zones. W Highlighted options are ENERGY STAR certified in Northern,North-Central zones. Door Illustrations are examples of glass area and are not representative of the full selection of door desi ns available. 114 Lite 112 Lite 3/4 Lite Full Lite GLASS UNIT THICKNESS/ TYPE DESCRIPTION GLAZING Clear 0.23 0.10 0.28• 0.19 0.31 0.26 0.36, 0.34 1/2„ Low-E 0..21 0.09 0.25 0.16 0.28 0.21 0.31 0.28 Clear w/Grids 0.23 0.09 0.28 0.17 0.31 0.23 0.36 0.30 Low-E w/Grids 0.21 .0.08 0.25 0.14 0.28 0.19 0.31 0.25 3/4" Clear with SDL NA NA NA NA 0.30 0.20 0.34 0.26 Low-E with SDL NA NA NA NA 0.25 0.16 0.28 0.22 Clear 0.22 0.10 0.27 0.19 -,0;30'° 026•x,':' 0.34 0.34 Low-E 0.21 0.09 0.24 0.16 0.26 1 021 .29' 0.28`°; Inswing and Outswing 1., Clear w/Grids 0.22 0.09 0.27 0.17 0.30 1 0.23 0.34 0.30 Low-E w/Grids 0.21 0.08 0.24 0.14 0.26 1 0.19 0.29 0.25 Clear w/Blinds NA NA 0.28 0.17 0.32 0.23 0.36 0.31 Low-E w/Blinds NA NA 0.24 0.09 0.27 0.12 0.30 0.16 Decorative Glass* Decorative/Clear 0.21 0.09 0.24 0.15 0.26 0.20 =0 30, 0.27>o Embossed NA U-Factor=0.17 SHGC=0.01 Flush NA U-Factor=0.16 SHGC=0.01 Impact Glass* Clear Lam 0.24 0.08 0.29 1 0.15 1 0.33 0.20 Triple Pane Clear w/Blinds and Grids NA NA 0.23 1 0.12 1 NA NA I 0.27 0.23 Low-E w/Blinds and Grids NA NA 0.21 1 0.10 1 NA NA Clear NA NA 0.25 0.11 0.27 0.15 '0.31 0.20 1/2, Low-E NA NA 0.23 0.09 0.25 0.12 0.28 0.16 Clear w/Gilds NA NA 0.25 0.11 0.27 0.14 0.31 0.18 Low-E w/Grids NA NA 0.23 0.09 0.25 0.12 0.28 0.15 3/4" Clear with SDL NA NA NA NA 0.26 0.13 0.30 0.17 Low-E with SDL NA NA NA NA 0.24 0.11 0.26 0.14 Clear NA NA 0.24 0.11 0.26 0.15 0.30 0.20 Low-E NA NA 0.22 0.09 0.24 0.12 0.26 0.16 Sidelite Clear w/Grids NA NA 1 0.24 1 0.11 1 0.26 0.14 1 0.30 1 0.18 1 * Low-E w/Grids NA NA 0.22 0.09 0.24 0.12 0.26 0.15 Clear w/Blinds NA NA 0.25 0.09 0.28 0.12 0.32 0.16 Low-E w/Blinds NA NA 1 0.24 0.05 1 0.26 0.07 0.28 0.09 Decorative Glass* Decorative/Clear NA NA 0.23 0.10 0.24 0.13 0.28 0.17 Embossed NA U-Factor=0.17 SHGC=0.01 Flush NA U-Factor=0.16 SHGC=0.01 Impact Glass* Clear Lam NA NA NA I NA I NA I NA 0.36 0.14 * These options include direct glazed and lip lite glazed products. Performance values calculated in accordance with NFRC 100&200.This data is certified by NFRC and can be licensed to participating dealers.Certified product must carry a label with valid NFRC logo. Rev.22 j 15114 Florida Building Code Online r i - BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines PfofesSloria� ii � USER PubliccUseerOVai no.oval N a,n>P-''-nr Annk: ,:n SFar h>., Ali .3 cine I-sL>Application Detail FL# FL16674-R4 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Fails,OR 97601 (800) 535-3936 fbcl@jeid-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 AAMA 1304 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By http:/h%,%%lv.floridabuilding.org/pr/pr_app_dtl.aspx?param=%vGEVXQwtDgsHepng4%2fS6elYO8I3ShBDtAgGAG50wec%2bKtIWG4ck62A%3d%3d[]0/14/2015 10:24:49 Aivl] Florida Building Code Online ❑� I 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 QYes ONo ON/A 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 Summary of Products FL# -- -------Model, Number or Name Description --_—� — 16674.1 I Design Pro/Smooth Pro (Single(X) Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011919.01.-R4.rdf Approved for use outside HVHZ:Yes j FL1.6674 R4 C CAC NI01.].91.9 R4]1df Impact Resistant:Yes 'Quality Assurance Contract Expiration Date Design Pressure: +50/-50 103/30/2018 Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL]6674 R4 II A010851A SS 2014-09-26,12d Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2750 SS 2014-09-26 pdf —v -- Created by Independent Third Party: Yes 16674.2 Design Pro/Smooth Pro Single(X) Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I FL16674 R4 C CAC NIOI.1918.01-R4.odf Approved for use outside HVHZ:Yes I FL16674 R4 C CAC NI011918-115,odf Impact Resistant:Yes I 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 A010852A SS 2014-09-26.Idf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2751 SS 2014-09-26.pdf -- I Created by Independent 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 FL7.6674 R4 C CAC NIO1.1916.01-R4.odf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011916-R4.rdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 103/30/2018 Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing i Installation Instructions i FL16674 R4 II AO10853A SS 2014-09-26 odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2752 SS 2014-09-26pdf 1 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 �— I FL16674 R4 C CAC NI011917.01-R4 pcif Approved for use outside HVHZ:Yes FL16674 R4 AC NI011 17 RS.pdf 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 A010854A SS 2014-09-26,cdf j Verified By: Hermes F. Norero, P.E. 73778 http://«�%�v.floridabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDgsHepng4%2fS6elYO8I3ShBDtAgGAG50wec%2bKt1 WG4ck62A%3d%3d[IO/14/2015 10:24:49 AM] Florida Building Code Online Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2753 SS 2014-09-26.Ddf j Created by Independent Third Party: Yes - ---- -------------- 16674.5 - -------16674.5 j Design Pro/Smooth Pro Single with side lite(s) (X,0/O,X/O,X,O) Impact Opaque Fiberglass Door Limits of Use 1 Certification Agency Certificate Approved for use in HVHZ: No I FI-16674 R4 C CAC N10.11.922.0.1.-R4.odf Approved for use outside HVHZ:Yes ; FL16674 R4 C CAC N1011.922-R5.[2d Impact Resistant:Yes j Quality Assurance Contract Expiration Date f Design Pressure: N/A 03/30/2018 Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL1.6674 R4 II A010855A SS 2014-09-26 gdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PFR2754 SS 2014-09-26 odf 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 -J--— Limits of Use Certification Agency Certificate ( Approved for use in HVHZ: No FL16674 R4 C CAC NI011924.01-R4. Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011924-R5.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date !. Design Pressure: N/A 03/30/2018 j Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL1_6674 R4 II A010856A SS 2014-09-26.i2df i. I Verified By: Hermes F. Norero, P.E. 73778 ! Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2755 014-0 -26.pdf 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 FL1.6674 R4 C CAC NI011914 01-R3-signed,pdf I Approved for use outside HVHZ:Yes j FL16674 R4 C CAC NI011914-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 I Installation Instructions FL1.6674 R4 II A01.0857A SS 201.4-09-26.oclf I Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2756 SS 2014-09-?_6 W Created by Independent Third Party: Yes 16674.8 v Design Pro/Smooth Pro — Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Glazed Fiberglass Door I Limits of Use Certification Agency Certificate Approved for use in HVHZ: NoFL16674 R4 C CAC N1011915.01-R4.�df Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011915-R5.pddf 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 I Installation Instructions FL16674 R4 II A010858A SS 014-99-26.pd l Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2757 SS 2014-09-26.udf Created by Independent Third Party: Yes p� Contact Us:; 1940 North Monroe Street,Tallahassee FL 39199 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://%%,%vw.floridabuilding.org/pr/pr_app_dtl.aspx?param==%vGEVXQwtDgsHepng4%2fS6elYO8I3ShBDtAgGAG50wec%2bKtIWG4ck62A%3d%3d[I0/14/2015 10:24:49 AM] Florida Building Code Online 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: - SVCur11Y:1 S'I i,Ics n littp://N%-%%iv.floridabuilding.org/pr/pr_app_dtl.aspx?param=AvGEVXQwtDgsHepng4%2fS6elYO8l3ShBDtAgGAG50wec%2bKtIWG4ck62A%3d%3d[10/14/2015 10:24:49 AM] NOTICE OF PRODUCT CERTIFICATION Q CERTIF/�, ' CERTIFICATION NO: NI011915.01-R4 z `d DATE: 03/25/2014 CERTIFICATION PROGRAM: Structural `� �� • COMPANY: JELD-WEN CODE: 822-1 REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification'is valid,please visit«•%y .NAN I1Certilicatiou.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 any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved" Fiberglass Glazed In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Doors w/Glazed Sidelites Configuration:OXXO Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass IS Frame: W-3778mm(148.75") H-2487mm(97.93") OS Frame: W-3778mm(148.75") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606mm(23.87") H-1995mm(78.56") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +45/45 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:OXX/XXo/o.XXo AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/SJW2013-195/NCTL-210-3924-02/SJW2013-241/SJW2013-242//SJW2013- 208-TAS/SJW2013-209-TAS/SJW2013-234/SJW2013-235/SJW2013-251/SJW2013- 252/SJ W2013-253/NCTL-210-3925-03/NCTL-210-3924-01/SJ W2010-003/SJ W2014-032/NCTL- 210-3930-01/NCTL-210-3930-02/SJ W2014-069/SJW2014-079/W-1667/W-1709 Expiration Date: March 30, 2018 T 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 NOTICE OF PRODUCT CERTIFICATION Rcci CERTIFICATION NO: NI011915-R5 DATE: 03/25/2014 4 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN �1 fi`��hre®p�aCODE: 822-1 REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit w%.�,`,NAI IlCcrtitication.coni 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 any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved"Fiberglass Glazed In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Doors w/Glazed Sidelites Configuration:OXXO Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB Interlayer/I/8"Annealed Glass 1S Frame: W-3778mm(148.75") H-2081mm(81.93") OS Frame: W-3778mm(148.75") 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 Configurations:OXX/XXO/OXXO AAMA 1304-04 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/SJW2013-195/NCTL-210-3924-02/SJW2013-241/SJW2013-242//SJW2013- 208-TAS/SJW2013-209-TAS/SJ W2013-234/SJW2013-235/SJ W2013-251/SJ W2013- 252/SJ W2013-253/NCTL-210-3925-03/NCTL-210-3924-01/SJ W2010-003/SJ W2014-032/NCTL- 210-3930-01/N CTL-210-3930-02/SJW2014-069/SJ W2014-079/SJ W2013-238/W-1667/W-1709 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 'WEPARLSt;15' V4"MAX,O.A V110i 17 '"N" -4RAM I TyP. Bt It DING DROPS INC. vELUWEN w'I N L)0 W S K. V)0 0 R S DESIGN PRO/SMOOTH PRO FULL LITE FIXED IMPACTAPPROVED e ACTIVE 0 ACTIVE Zj 'zq 10- Z OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 0 t t2 FOR USE 0 LU —i < GENERALNOTEj 1. THLPRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTI I RED TO COMPLY WITI I THE CURRENT µT z Q 0 's INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE fiRr),AND FLORIDA BUILDING CODE ffi_T� 'L— Lij P ELEVATION I > z< (FBC).EXCLUDING f1VIIZ AND HAS BEEN EVALUATED ACCORDING TO FILE FOLLOWING: z U-) ASTM E'Eii 04 in -j LIJ ASTIR E330-132 MAX,D.A.WID I m— < • ASTM E I 386-OS —1113/8 U ASTM E.1996-06 • AAMA 1304 02 LLI TAS202.94 _ _I w 2. ADEQUACY Of THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMiNG AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OFWITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION ISTHIERESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF 0 REMARKS Elf DE INSTALLATION. CA. 0173/14 1 THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR a 9 o O zdn Ins 2w-s4 s—d— A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 0 ACI IVE • ACTIVE FIXED HEREIN,A LICENSED ENGINEER 0 R ARCHITECT SHA LL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT, 4, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE FORWINI)70N[30fiLESS. 5, GLASS MEETS THE REQUIREMENTS Of ASTNI E.1300 GLASS CHARTS.SEE SHEET 4 FOR GLAZING DETAILS 5 F.IVO ' 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN TVP.EL '-Et GLASS DECORATIVE,AND EXTERNAL WROUGHT IRON.RADIUS(SHAPED)U1 ES ARE QUALIFIED FOR 6'-8"DOORS �QN t AT LIP+/-50 PSF ONLY, TAT, OF 7. NOTE:OPERATING AFCO 14-497 SILL WATER INFILTRATION AT WATER TEST PRESSURE(writ)OF 9.0 PSE NOTES; FIXED S DEUTE NAME,WATER INFILTRATION AT WfP OF 7.5 PSF.REMAINING SILLS NOT RATED FOR WATFS T.—MACTIVC AND ACTIVE DOOR PANEL ORIENTATION IS INTFRCHANGEAR.1 r. tY INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, 2, SIDELITE MAYBE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN PRODUCT SHALLOT USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED. (Oil)RATIO=OH LENGTH-OH HEIGHT IS>_1D TABLE OF CONTENTS SHEET SHEET DESCRIPTION MAX.OVERALL DESIGN PRESSURE(PST) REVISION MISSILE ligitally stgn(d by Hermes F.No,em,P.E. NOMINAL SIZE FINGER-JOINTED PINE ALL OTHER MA RIALS 1 TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES IMPACT approving tilts document 2 A ELEVATIONS CONFIGURATION WIDTH HEIGHT INSWING OUTSWING INSWING OUTSWING RATING late.;2014,09.26 15:36:27-04'00'pos. NEG. POS. NE pos POS. NEG.. DALE: 02.05.14 3 A TYPICAL ANCHOR LAYOUTS AN D NOTES O'XX'o 17*-Dl 6*41 50, so 50, 50 50. 50, so LMI&SMI DWG CHK-QY; I A QUALIFIED CONFIGURATIONS&GLAZING DETAIL. —— 0. GL/TAM ss/MSS 5 A OPTIONAL 2X RUCK ANCHORING DETAILS US 121-01 50, 50 So SCALE: NTS -- 12"W V01 45* 45 6 A VERTICAL ASSEMBLIES .1 50, DWG.#:AO10858A I A HORIZONTAL ASSEMBLIES �O'E 9*-0 61-8 ww NOW 0- som SHEET: OF10 u- so END&SMI XX,O RADI S 9%0� 6'.1- 50* so so, 50 50* 51, 8 A WOODSUE15TRATES — 9 A CONCRETE SUBSTRATES XX'o 1.4. 9'.0' 45* 45 45* 45 451 45 45' 4S 0411&SMI 10 APPROVED SILLS. 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION A —�FIMPITNENr,&BILL OF MATERIALS PRE PARD EY 148 i/4'MAX O.A.WiDTH 1738" I n --FRAME-----i BUILDING DROPS,INC- lyp. T LD g < C) HXED FIXED 00 0 ACTIVE ACTIVE L9 C) N air cr• Z cj xa Q0.. 2 X E_ < w TYP.ELEVATION 3 REMARKS BY DATE 1.M.111 ne.0,F. ct mlim I 1113/3"MAX.O.A.WIDTH- 373/8" -FRAME- TYP. )!o x(P -1 1%.0 2 FIXED < \ 0 0 3 STA 9 ACTIVE ACTIVE 0 ;3 j, 3: o Z 44 VIP.ELEVATION 4 DATE: 02.05.14 DWG BY TCHK. Y: GL/TJM I SS)MSS SCALE: NTS NOTEDWG.a:A010858A INACTIVE AND ACTIVE DOOR PANEL ORIENTATION 15 INTERCHANGEABLE. SHEET: OF10 2 INSTALLATION NOiCS; _SFE IARtF PSLPAR'.G By. Fw O'1' 149 3/11'MAX.0A.W;UTH-- -- L ONE.(1)INSTALLATION ANCHOR IS REQUIRED AT TACH ANCHOR I CI(Al ION SHOWN i T"YP-- I ly r�tP_ 3 TYP 2 SHIhI A5 REQU RED AT EACH INSTALLATION ANCHOR WITH LOA)BEARING SFf,.'.1{<_j MAXIMUM AI IOWABLI, J 1 ShlhI STACK TO BE 1,41 INCH.SHIPA WHERE SPACE OF J J6INCH OR GRFATER OCCURS,SHIA;{Si SllAtl 66 C;3 _ _ .. ... 4 BUILDING DROPS INC. G CONS TRE TED OF HIGH DENSITY PL 1ST C OR BETTER. 3. MINIMUM EIVIEDMENT :JD EL F.DISTANCE EXCLUDE WA Lr NISHF INCLUDING BUT NOT LIMITED TO °x a STUCCO,FOAM,BRICK VENEER,AND SIDING.__ � I � � i � �l-��, ,• �^ x N •1. INSTALLATION ANCHORS AND ASSOI.IAI ED IIARUWAIiE MUST BE MADE OF CORROSION RESISTANT MA I ERIAI. ~ I © Lu O •, OR HAVE A CCRROSION RESISTANT COALING,AND SHALL BE INSTALLED IN ACCORDANCE WH H ANCHOR t and i MANUFACTURER'S INSTAtIAT10N INSTRUCTIONS. m Z 0. ( t' ¢ J m .moi, S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTAILA FION ANCHORS INTO MORTAR ? w i 4-O .6 Li m IOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT'NTO FACE = I I v O W Q w Lr` SHLCL OF BLOCK. N a �' I ! ac-O N < OLi ?x N i w a F n i r G. FOR 2X STUDCONSIRUCT'ON,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONST'RUC710N. O u _ h U c}t 7. INSTALLATION ANCHOR CAPACI I IES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH IIIF - FIY,Ep ACTIVE INACTIVE fl-- XTF FOLLOWING PROPERTIES: L - - - - S A.WOOD M;NIMUM SPECIFIC GRAVITY OF0,55. B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. n3 r1�TYP.6ANCHORR LAYOUT _ _33TMPP. (3 O2 � C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ,- ED u z OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUPd COMPRESSIVE STRENGTH Q OF 2000 PSI. 3"TYP— — SEE TAB E I f2"IYPV h FOR QTY. 3"TYr^^. U 8. SEE SHEETS 8 AND 9 FOR MORE DETAILS OF THE INSTALLATION R.EOUIREMENTS,INCLUDING ANCHOR LOCATIONS,EDGE DISTANCES,EMBEUMENTS,AND SHIM SPACING. G3 _--_ - _— —_ _— G3 a 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROWSECTION OF HEAD OR JAMB AS LONG AS MINIMUM REMARKS BY DATE � r � �'"- EhIBEDMENT"AND EDGE DISTANCE ARE ACHIEVED. I \IL I io ne4 lactt rura�M1<ie xamcsu ct /zrze 2 ANCHOR TABLE I w s 6'8"DOORS B'0"DOORS z"` ^2 F- F "trS' c�rT.r•Hscrcn<-; m a ZU,' p 8 I 0 wornwco:uw�oi ua.�iw crn�s�n� ANCHOR MIN. MIN.EDGE Z = = uivn,.uw�u. r.:.wc,caon,fn ANCHOR TYPE SUBSTRATE 4OF u IT d u 512E EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. F 3 = I ANCHORS AT ANCHORSATI 0 SPACING AT SPACING AT 0 ¢ C 1 !!/ JAMBS JAM85 HEAD/SILL HEAD/SILL p z xF Q w N ``�S ^�$ . o / CLUSTERS CLUSTERS 2X WOOD BUCK : � r "'•WOOD SCREW #10 1-i/2" 3/4" 17.1/2" .� O 111 ORFRAMING 1-1/ n — J ACTIVE INACTIVE FIXED ITW TAPCON 3/1 G" CONCRETE2MU l.1/4" 2-I 2" 17-1/21, 4 171/4" n ----- ----- ---- 'OC"'' TE F --- --- —3,;TYP. A7 -13 J4 9 lu 1.3/8"-GONG. TYP.ANCHOR LAYOUT —3"TYP. 0 �':9(WoIil• 4r ELCO UITRACON 1/4" CONCRETE/CML! 4 17.1/•i" 4 D3 N03 i ..'' G\R, 1-1(n"•CMU - �'�—' ".s<a,m F. a S _e " - -:J n Mir Mom 6 NOTES: /�ie'N:A\},SS eV rxa 1. INACTIVE AND ACTIVE DOOR PANEL ORIENTATION 15 INTERCHANGEABLE. A'IaNcc�nu�cdi<un,No_•m,.. 2.712 X 3'PFH 83 7. SIDEUTE MAY BE USED IN LIEU OF ODOR IN CONFIGURATIONS SHOWN SCREW C3 I STRNE PLATO ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED. rfOPPE 01965010 2.78 X 5"PFH E3 NOTC: I TOP ASTRAGAL SCRCIV F3 ;-STRIKE PLATE 1.STP.IKE PLATE IFJSERT PLUG HOPPE:1098945 STRIKE PLATE HOPPE 71565010 DATE: 02.05.14 UFO BED OF SILICONE �5{REwS PTH DV1G. Y: CHK. Y: 7 "Iq DETAIL F3 _ DETAIL C3 TYP,ASTRAGAL f DETAIL 13 G L�T)M SSAM 55 TYP,ASTRAGAL _--a MULTIPOINT DETAIL H3 _ TYP.TOP ASTRAGAL/ NTS INSERT PLUG bVITH $I BIKE LOCATION TYP,TOP ASTRAGAL t— 1I MULTI-POINT STRIKE SCALE: DETAIL B3 1-BOTTO:•1 SHOOT A x9 X2 I/2'PF4 MULTI-POINT ONLY STRIKE PLATE u H3 LOCATION PFH SCREvr STRIKE LOCATION �13 A010858A ASTRAGAL ONLY INSERT PLUG BOLT INSERT PWG WCATIOtJ DWG.lt: / INSTALL IN 5111C(kJE B� (INSWING ONLY) OFTAT E3 L UNtr I o9 h 2 112"PRH '! _ 2 79%21/2'PFt1 SHEET: OF 10 W STD.REINFORCEMENT PLATE ( 1•ASTW:GA pFH SCREYJi SINEWS :JNDER REJNFORCEME`JT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE ----- PIATF.FROM A INSWING SILL SECTION VIEW HAR.DWARE KIT [6�_OUTSWINGSILLSECTION VIEW G HEAD SECTION VIEW 3 1[I MINI OS -048CWf Xf tlFEnll f)tl113—YE _� WING SHOWN OlI1SWiNG S�M1IIWI PItEPARED BY n BUILDING DROPS,INC o Ll n)P :I / LJ/ \ `� 7' o� � o TY n O,%2 ELEVATION Z O,XX,O ELEVATION XX,O ELEVATION u " O XX,O ELEVATION `� z z wnu ro-+means _—wnx ra•irtsnrcs 4 w1r;ac-n1mmY q wn,lrr O N : tL e � L„(D f h LL 0� tom' �cf �> NOTES: ' 1. INACTIVE AND ACTIVE DOOR PANELORIENTATION IS INTFiRCHANGEABIf, I= 2 SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN 6 6 REMARKS BY DATE ABOVE AS LONG AS D.A.OIMf.N510EJ5 ARE NOT SURPASSED. _ \ ° // \ • Add M146 stint Lok AL•aAtus GE 16,/23/14 // -- . - Al •i,.w:im'All X61 XX,O ELEVATION (� XX,OELEVATION w'.'3t"•"nunr ya oz,rva�.F wrt�Ye ram:.•vinn• wne rr vvnnc wne u•smnnJ e•.n.;wcsmnas urzu+ n' �lriewrrir+•m L1Yi1°° F. 11„MAX. 1"MAX. MW 1"MAX. `\!L�:' 1••+:�� 1(2"AIRSPACEAIRSPACE 111"AIRSPACE 1/2"AIRSPACE ^Z \4 / �«�� N 3AF�c 7 INIER:OR EXIfR.I'M IN7E0.1C)R I EXEERlUR INffRI171J EXTERIOR ItJTw Oi -pTPpF a i/R"Ah'!JEALUGLAS'S —1/8"ANNEALED GLASS 118"ANNEALED GLASSANNEALED GLASS ! rU Z m 0.1790•S0LU.IA PVR 1NTERIAVFR z m 0.090"SOLUTIA I'VB INTEIIIAVEfI 2 m 0.090'SOLUTIA PVB INTERLAYER i O�:•�(p'R(pP;: �/� S 5 N N Z0"SGP INTERLAYER r n� m,2 1/8'Tf MPER ED GLASS ¢I ±/8'TEMPERED GLASS m I/a""TEMPEREDG'u1SS UPONT �j sJCS % Lj DOW 1199 SILICONE e+ TCt�IP[REC7 GtA55 rrZ��Y•.1((QN,A)g}}1E1,`S�\ UUW 495 SILICONE T �DDW 995 SILICONE DOW99551LICONE ,.+�.-I. 2DREDI-SEAL REGI-SEAL 02.05.14 DOW]199 SILICONE • `— -- SILICONE DATE; �6'-8"GLAZING DETAIL [$>8'-0"GLAZING DETAIL FLUSH GLAZE DETAIL lel GLAZING DETAIL DWG. Y: CHK. Y: GL TJM SS MSS q )ll In' PY.Q.I.O.w•10)N d 2C lri•MRY U.,.O.w..on1 q i2)J8'M1PY.D.L.D.WmTil (� lOPflGL'A4.WNBVRSI,PNfl xOUN�.OYS NTS 621(1"NAY,a,40.O[IGMI nl 171'MAY O 1.0.NF.1GMr )fl TLA'M11.0 L.O 11:.14HT 69'iN1tt n1(NnJ.SC Mi OO;Y SCALE: DWG.N:A010858A FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS 5HE[T: OF t O SETW E EN GLASS,DECORATIVE,AND EXTERNAL AND W I E RNAL WROUG1fi IRON ARE APPROVED ALL GIAZING DETAILS /I 5HOWN ABO`i E. L_Hl. vRI BUILDING DROPS,INC. P 112"TYP. 4 112",TYP. 4 Iii"TV. 41/,"TYP. 1 1!2-Of FSET FYP, 1 10 OFFSET TYP. 7111T TYP. 1 112"Offs[T Typi 4. O- — P CL < z 0 0 u ° Q ) Z < Z� REMARKS BY DATE Add V,lti-lomz LoY r,,di-I CL 06/23,'1 1 TYP.ANCHOR LAYOUT TYP.ANCHOR LAYOUT 1/4"MIN.EMBED TYP. ........... SEE TABL 2X BUCK ANCHOR TABLE s 0 = G'R"DOORS 8'0'DOORS cr -k' MIN, MIN.EDGE MIN.CENTER ANCHOR TYPE ANCHOR SUBSTRATE SIZE EMBEDMENT TO CENTER a DIST.TO ,;<-, SUBSTRATE DISTANCE MAX.O.C. MAX.D.C- SPACING AT SPACING AT L 2X WOOD BUCK L2x wooD BUCK INSTALL, JAMBS JAMBS ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CO'ICRFTL/C%IU 1.1/4" 4- 61, 30.1/4" I ELCO ULTR, 13/8' CONC. 2X WOOD BUCK INSTALL. 2X WOOD INSTALL. 1-1/4'•-Claw DATE: 02.05.14 DWG. C.'. 1. 2X BUCK LS NOT FOR IF457ALLATION AT SILL.THRESHOLD SHALL ESE FASTENED GLfJm I SS Mss IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 3. SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 415. DWG.h:A010858A SHEET: OF 10 5 PN VIRf II By LLi BUILDING DROPS INC. JJ8 X 7-111."pm 6 11 GM CORNERS, ONE AT WDSPAN �4. IN, VIMW iNTMOR TOW 'WER'011 V) LJ �LL O >u VN Oc < —j < OPERABLE HEAD SIDELITE HEAD OPERABLE SILL OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING ENDURA ZAIL4565F > REMARKS BY DATE Md M.4P—1 L.4 P.odW.It GLO612VN 09 X 2-1/2"F`FH 6"FROM CORNERS ONE AT MIDSPAN !hTrR1011 EXTERIOR R I. EXTERIOR 5 EXIMOR 3 Sh% 19 cV Nl 7q' ' Tt OPERABLE SILL SIDELITE SILL OPERABLE SILL o OUTSWING 6 OUTSWING SHOWN-INSWING SIMILAR OUTSWING AFCC)J-2297 OPTIONAL AFCO H-497 DATE: 02.05.14 DWG BY' CHK. Y: GL/TJM I SS MSS SCALE: NTS DWG-,s:A010858A OF JD 6 PAT I--IT,:115, BUILDING DROPS,INC. 22 FRIIN INT77 HINGE.Di IA'•-A,JAM' A7 IY\ PLACE 49 X 2-112"PFH SCREW vm FXT TOVVFAIWR6HPIP 1-99 X 2-i/2'PHILLIPS 2� INTERIOR JIB X 2 112 PFH rIA-FEAD WOOD SCRC�,'— A7 6'FRONT G CORNERS, It 1/4"O.C,IYP T-1 99X3(4'PHILLIT's :Z) Lu FLAD-FADWOODr, ScqEW EXTERIOR 4-09 PHILLIPS FLATHEAD WOOD SCREW Q-0 24 USE 314"LENGTH FOR U 8"DOORSHINGE SCHEDULE I USE I'l.; C)NGTH FOR DOOR-ILIGHT QUAN It Ty o�z < (!)MEETING STILE AT ASTRAGAL FIXED JAMB HINGE JAMB OUTSWING SHOWN-INSWING SIMILAROUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN INSWING SIMILAR Z 1,7� 0 LD cc O APPLY DAP ALEX PLUS SILICONE 31 API'l DAPAIIX FL-—IT-UNL r0 APPLY DAP ALEX PLUS SUTCONE OR EQUIV.ADHESIVE SEALANT OR EQUIV.ADHESIVE SEALANT OR EQUIV.ADHESIVE SEALAN I BFIWEFN JAMBS BEFORE BETWEEN JAMES BEFORE I BETWEEN JAIVIRS BEFORE MULLING L MULLING MULLING ----- 98 X 2"PFH SCREW 08 X I"PFH SCREW 08 X 3'PFH SCREW AT EACH MULLION'. AT EACH MULLION. AT EACH MULLION 6"FROM CORNERS, 6"FROM CORNERS, 6"FROM CORNERS, REMARKS BY DATE 14 1/2"O.C.TVP. 14 112"D.C.TYP. 14 112"O.C.TYP. AdsVhdt—int.,I,&Ra6.,,Lt GL0fij23f'4 IAMB MAERJAI: ,—rAM'MATERIAL: JAMB MATE RIALL: INGER JOINT WOOD FINGER JOINT WIINGER JOIN IF WOOD.OOD, SOLID WOOD,LVL, OR SOLID WOOD SOLID WOOD,OR WE OR COMPO.SITE 0 3 =Nlim 1-3-: �4 BACK-TO-BACK JAMB )BACK-TO-BACK JAMB /-6--\BACK-TO-BACK JAMB r-7INTEGRAL MULLION �7 NO MULLION REINFORCEMENT 7 1X MULLION REINFORCEMENT ZX MULLION REINFORCEMENT FOR 6*8"AND B'D"UNITS ALL SOLID WOOD USED IN MULLION ASSEMBLIES ABOVE i o" To M PONDEROSA PINE(MIN,S.G.=0 45)OR GREATER, ......... 4.48XI3/8"PFH I REINFORCEMENT PLATE HOPPE 91512296 rm DATE: 02.05.14 DTVG BY CHK.�Y: f G L/TJ M I SS MSS 3-98 X 2"PFH 13.ITS x I 3/8-'PFH SCALE: I MUL FI-PT'LOCK STRIKE PLATE 16.8 UNFIS) NTS AT A51RAGAL 15-08 x 13/8-REH DwG.4:A010858A DETAIL A7 (9-0 UNITS] 8 HOPPE MULTI-POINT LOCK HOPPE MULTI-PT LOCK COVESWITH HARDWARE 7 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY SHEET: OF110 FASTENING 7 Ppff".lvrr ay. BUILDING DROPS,INC. 2)(WOOD BL,CX WOOD ANCHOR SILICONL SEE TAH-E ON SIIECT.3 _3 yam EDGE DIST. WOOD ANCHORti 2�n SEE 1ABLESHCET 3 SEE TABLE ON SHEET 3 LIT LL CL F- < cr 2)(WOOD 81 WE z¢ QF, U') u ca < Q) Z' l—"WOOD .i Z' ID EDGE DIST WOOD ANCHOR 'FE TARLF SHEET I I q SEE TABLE ON SHEET 3 MIN.EfAI3(D SEE TABLE SHEET 3 HEAD (TYPICAL) JAMB (TYPICAL) r3 OPERABLE SILL OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR ' INSWING Qu ENDURA ZAIL4565F REMARKS BY DATE AEE m,Tt,-r.k 7.Aldlll L:IL WOOL)ANCHOR WOODANCHOR WOOD ANCHOR SEE L TA E�l L E ON S"ll I E E T 3 '�'ON SEE TABLE ON SHEET 3 E TABLE SHEET 3 SILICONE 19 -11 '6 F. 10 1/ SILICONE SILICONE 61. �g T IL I 2X WOOD BUCK 2X WOOD BUCK zx W DO aucx < T- TATE 9F Z C) MIN DC'M"ll MIN EDGE DIST. GE DIST. EDGE OST. ZT 3 SEE TABLE SHEET3 ABLE SHEET 3 SEC TABLE SHE SEE T OPERABLE SILL_ SIDELITE SILL 7 OPERABLE SILL OUTSWING OUTSWING SHOWN-INSWING SIMILAR HIGH BUMP OUTSWING AFCO J-2297 AFCO H-497 DATE: 02.OS.14 CHK.BY: ss/mss SCALE: NTS OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECIION OF HEAD OR:AMR AS I ONG AS MINIMUM DOIG.u:A010858A EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, SHEET: BUILDING DROPS,INC. .,•.wr:.�,iacr,� i�a�st." MIN EX WOOD RUCK CUGE DiSi, IOPTIONALI W SFI[TAnL'_SHEET 3 ��"ui'. e –SILICUSL –CONCRFTI ANOI')R _ =o I SEE TABLE ON SHEET 3 os ° CONCRETE ANCHOR _"Jp �) a;no w SEE TABLE ON SHEET 3 �'t° ,r`=� 4 O toUJI 7 47 ,W - •:.� ±OHCRETEJ /� r - W W ¢' 5 ,.t OTHEco z< Cl to -_'- �IX WOOD BUCK (OPTIONAL) \ / �—CONCRETC; G= W MASONRY C5 / / re" —�—N)AX. MiN BYOTHERS o SHIM EDGE DIST. ' Z CONCRETE ANCHOR SF'.TA E SHEET. SCC TABLE ON SHEET 3 CONCRETE/MASONRY BY OTHERS q O MIN.EMBED, V 1 SEE TABLE SHEET 3 t-1 11 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL w C� OUTSWING SHOWN-INSWING SIMILAR 9 OUTSWING SHOWN-INSWING SIMILAR 9 INSWING t= ENDURA ZAIL4S6SF ` REMARKS BY DATE Ada%Wli P,mf I.k a aaeoa It GL E«s/:a CONCRETE.ANCHOR CONCRETEANCHOR a SEE TABLE ON SHEET 3 SCC TABLE ON SHEET 3 wi u u.�moi uacn';.=^ CONCRETE ANCHOR SEE TABLE ON SHEET 3 h \��\� .�� 19 SILICONE c _�SIUCONE y \ \ \�`\ -Sa1coNE \`:1 �$F O W Q n' a y I i<� Z ^ ? z y, CONCRETE _._._._ ___ `1 ?r -`TYIQ'i7 7$'. e;, —'d- CONCREIEI z wCUNCRETE/ ')}• 7k MASONRY ,,, d MASONRY MASONRYv C: f T-Y' Er = T BY OTHERS BY OTFIE RS BY OTHERS ' 40 MM. MIN. MIN. ,��s ...........' G\�`�� EDGE DISI, EDGE DIST. EDGE DIST. SEE TABLE SHEET 3 SEE TABLE SHEET 3 SEE TABLE SHEET 3 M.NiRL'tnC".R'iHW 4� OPERABLE SILL SIDELITE SILL 71 OPERABLE SILL 9 OUTSWING 9 OUTSWING SHOWN-INSWING SIMILARC9 HIGH BUMP OUTSWING AFCO 1-2297 AFCO H-497 DATE: 02.05.14 DWG. Y: CHK. Y: GLr_T_JM SS/MSS OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SCALE: NTS- SECTION OF HEAD OR IAMB AS LONG AS MINIMUM O WG.4:A010858A EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. SHEET: OF10 9 I`EPARLD 0I. BHL 01 MATER'AP; -- -- ------ HOMULl POINT LOCK //� PE " IfC;i.SU DLSCRIPIION `,IATFPIAI (17) `- H.,[°JOINTED PINE ...I----- RUI(DING DROPS,INC, SOLID FINE l FRAME IICAD•LIAMBS -_..�—. - I cn c,•�4^r r.<:r�. !.AMIINA-ED VENEER LUMKEN COMPOSITF 2 INTEGRAL MULL -- LAMIPVENEER LUMB ;+ — ~ Q CLINKER i v CC 3 SIDFLITF STOP 1V000 10 a _ ENUUNA 2AI14565F iHRF5H0!.D �-- p j � 5 AEC03-Z297 I HRESHUIO - 0.C) Uy„ 3 r�e 6 (NOT ustn; "'S=' J ^ i 7 _ nrcoH-497nIRE5HD1° 8 WEATHL115TNIP URC INANE FOAM& �® S POLYETHYLENE cc HANpLF N W 9 NON-COMPRESSION SHIM(0.25"MAX.THY,.) COMPOSITE s4 HEIGHT 10 + b(WOOD(S.G.MUST BE 0.55 OR GREATER} WOOD J UJ ', LI 1X WOOD(',G.MUST BE 0.55 OR GREATER) WOODZ O A. 12 11:0 V.'OOD INSTALLAP.ON SCREW:•J/11;2"MIN.EMBEDMENT STEEL E�I � 0 (� d WC Il JI PJ 13 CONC./CM,U ANCHOR(SEE ANCI IOR TABLE SHEETS 3&5) STEEL O lA I (NOT USED) - H U 15 KWIKSFT LOCK SERIES 400 STEEL bAREMARKS BYJ DATE 16 KWIKSETDEADROLTSERIES780 STEEL Add Mmu-Pn:nt W6&r&M,c1 a/13/w m 17 I10PPE MUU-POINT HARDWARE HLS90CD STEEL i8 (N07 USED] 141�n` 19 PRESSURE TREATED Sll!SPACER USED FOR FIXED PANEL WOOD ^' 20 ODL LITE KIT(UMI) 6063-16 ALUMINUM a`•` `na�lw p:oc+xruu wnu cs-ve.+ 111; 21 21 FLUSH GLAZING LEG FIBERGLASS �:5 nasaxu,`rl•ai Mn�+wF•rt�Ro nnu 22 ENDURA ASTRAGAL 6063-76 ALUMINUM ♦��` rLS F. 0'7/�i 23 ODL LIPLITE KIT(RADIUS CT IES) PC ABS 24 BUTT HINGE[SEE SCHEDULE SHEET 7) STEEL7$' --T 0.63" 1.36• T'Tf-:QF d FRAME HEAD/JAMBS INTEGRAL MULLION ENDURA ZAIL4565F THRESHOLD AFCO 1-2297 THRESHOLD •••....... I VARIES,SEE BOM AT LEFT � LAMINATED VENEER LUMBER ,J� ( a=a r.w JfJI)11t3`��aW 1 1 L I f 4.56• _ { I--S.G7"_—_-_._I a.563 DAIS: 02.05.14 AFCO H-497 THRESHOLD 22 ENDURA ASTRAGAL i ALUMINUM DWG. Y: CHK.BY: GL TJM SS/MSS SCALE: NTS DWG.;#:A010858A d --4 SHEET: 10 OF10 462 - _I I �T8` ® 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com of JELD-WEN, ine. Design Pro 1 Smooth Pro Full Fite Impact approved For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Its;ic,p o rt �,: 2.7-'5:f Current Florida wilding Code 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: .12'-0"X 6'-8"(11'orninal) 12'-0"X 8'-0"(Nonainal) Prepared For: �`����eii�►r�i>i '3 L'rox.1 t F d 3 j 4 i 5 @ ,.t t,1. a l' ! w / 3. {' \ • '•\f O Prepared by: j I �_T //OF: t� 44/ Florida Professional Engineer# 73778 �� gl vh't�4:•' ��� Date: 09122%2014 �iS "" C�z . Contents: i,,��, N',��%1`1 Evaluation Report Pages 1 —4 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 15:57:13 -04'00' BUILDING DROPS ;' .. Date: 09/22/2014 =: A Perfect Solution in Every Drop Report No: 2757 ' Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro/Smooth Pro Full Lite Impact Approved For use outside the High Velocity Hurricane Zone(HVHZ) 12'-0"X 6'-8" (Nominal) 12'-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 involved in the approval process of the product named herein. 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 A010858A,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 International Building Code (IBC), International Residential Code(IRC),and Florida 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 this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering for Wind Zone 3 or less. 4. Site conditions that deviate from the details of drawing A010858A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010858A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 115"Il1Il ING DROPS Q^. A Perfect Solution in Every Drop Date: 09/22/2014Report No: 2757 Certificate of Authorization:29578 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: NCTL-210-3918-01 10/04/13 SJW2013-195 09/16/13 N CTL-210-3924-02 12/18/13 SJW2013-241 12/03/13 SJW2013-242 12/03/13 SJ W 2013-208-TAS 11/13/13 SJW2013-209-TAS 11/13/13 SJ W2013-234 12/09/13 SJW2013-235 11/26/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 N CTL-210-3924-01 12/18/13 N CTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 NCTL-210-3930-01 02/24/14 N CTL-210-3 930-02 03/10/14 SJ W 2014-069 07/07/14 SJ W 2014-079 07/07/14 2. Product Testing performed by Quality Testing Inc. (FBC Organization# TST7638) Report# Report Date: SJ W 2010-003 01/11/10 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 � F BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 .a Certificate of Authorization:29578 Report No: 2757 3. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Installation: 1. Approved anchor types and substrates are as follows: 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 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 Y4"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. wood bucking is NOT 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. Refer to Installation Instructions(A010858A) for anchor spacing and more details of the installation requirements. Design Pressure: I MAX.OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE FINGER-JOINTED PINE ALL OTHER MATERIALS MISSILE CONFIGURATION IMPACT WIDTH HEIGHT INSWING OUTSWING INSWING OUTSWING RATING � FOS. NEC3. POS, NEG. POS. NEG. P05, TNEG. '-"S" 50" 50 - 50" 50 50, 50 r V�] O.XX,O 12•-0" 8'-0" 45` 45 45' 45 45' 45 4S' 45 LMI&SMI 34 50' 50 1 mllvm mnqrw50' 50 50` 50 116 Js M I XX.0 9'-0'" 8'-0" 45' 45 45' 45 45` 1 45 1 45' 45 LMI&sMl Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4