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REV-17-489BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 $ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING FEB 2 4 2017 FBC 201"-1 Master Permit No.K 's ( -4 - 130 Sub Permit No. e�co,\l iq -wesso REVISION ❑ EXTENSION [-]RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: :5 YS Cron coU!`3e, _ City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 14/0 Is the Building Historically Designated: Yes NO _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: AWNER: Name (Fee Simple Titleholder): el- roil a*0r�� —Mai- Phone#: 'f — Address: .5- g 6r-" IAO -V Arm 5e City: W%0_vk S%ofec State:, Zip: 33/ 3 k — Tenant/Lessee Name: Phone#: — Email: CONTRACTOR: Company Name&,,6,I1^Ci R+m'rie '%kz7 &1'5 Phone#: Address City: Qualifier Name:y i C4zr 3"gch I Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: — Value of Work for this Permit: $ l� OLI3, no Square/Linear Footage of Work: — Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile:dh _ Submittal Fee $ Permit F � I Scanning Fee $ UQs Radon Fee $ , • Technology Fee $ /l Training/Education Fee $ _ Structural Reviews $ (Revised02/24/2014) CCF $_ (/-) 'R$_ ' • *%OF - -.)tary $ 2 Double Fee $ Bond $ TOTAL FEE NOW DUE $ _ - ISO *40 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu - OWNER o6AGE�NT The foregoing instrument was acknowledged before me this ,,&& ay of i 20 17 by Push(@,y Ages who is personally known to moor who has produced as identification and who did take an oath. NOTARY PUBLIC: "My PW* - State of Florida Conanbfion_OFF 903612 My Coeur. Explree Nov 3.2019 Saddthrou�r N�IfCnal � APPROVED BY / (RevisedO2/24/2014) Signature &a, ! CONTRACTOR The foregoing instrument was acknowledged before me this ,Z _ day of A 20 17 by yiC16r / ( ,who is personally knowr�to DS or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review i ALICE M. BRYANT Notary PubliC - State of Florida COWWW 0 FF 903612 My Comm. Expire Nov 3. 2010 ************ Zoning Clerk PERMIT#: - Miami Shores Village APPROVED BY DATE ZONING DEPT DEPT yPBLDG SUBJECT TO COMPUANCE WITH STATE AND COUNTY RULES AND R ULATIONS RECEIVED FEB 24 Z00 M+01 i &w S .... ... .. . . ... ... . ... . 06/30/2015 - 2:51 pm gabriels Wind Series C&C (Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES Mean n O D O Q a REMARKS DRWN CHKD I VALE INIT ISSUE GSS ITSB 0;/05/j p m 3 T v z LO Hy Z m m p REV -ADJUSTED HEIGHTS GSS TSB 4/09/1 REV 2014 FBC DGM TSB • /10/1 Tributary _(PSF)- Area S Ft THIS DOCUMENT IS THE PROPERTY OF ENGINEERING E*IES, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITINDUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIQNS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT OT PERMITTED AND INVALIDATE OUR CERTIFICATION. 000 EXTERIOR ZONE 5 PRESSURES Mean PEAK ROOF WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DESIGN PRESSURES ZONE 5 DIMENSION OR 3FT (Im). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT MEAN Roof ROOF µa a µ EAVE HEIGHT ROOF Tributary _(PSF)- Area S Ft 5 1 ® 1 5 5® ight 10 15 20 25 30 35 40 45 50 -63.1 -60.6 -58.8 -57.5 -56.4 -55.4 -54.6 -53.9 -53.2 0 -15 ft +47.1 +45.9 +45.0 +44.3 +43.8 +43.3 +42.9 +42.5 +42.2 -64'0 -61.4 -59.7 -58.3 -57.1 -56.2 -55.3 -54.6 -54.0 16 ft +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 -65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 18 ft +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 -66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 19 ft +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 -67.0 -64.4 -62.5 -61.1 -59.9 -58.9 -58.0 -57.2 -56.6 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 -67.7 -65.1 -63.2 -61.7 -60.5 -57.8 -57.1 21 ft +50.6 +49.2 +48.3 + A +45.3 -68.4 -65.7 -63.8 - .4r58. 22 ft +51.1 +49.7 +48.8 + 6.1 -69.0 -66.3 -64.4 - 6 . - 9.0 23 ft +51.6 +50.2 +49.2 + ,4 -69.7 -66.9 -65.0 -6 . .3 - 24 ft +52.0 +50.6 +49.7 +48.9 +48. 7.3 +46.925ft -703 -67.5 -65.5 -64.0 -62.8 -61.7 -60.8 -60.0+52.5 +51.1 +50.1 +49.3 +48.7 +48.2 +47.7 +47.3 -70.8 -68.0 -66.1 -64.5 -63.3 -62.2 -61.3 -60.5 -59.8 26 ft +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 -71.4 -68.6 -66.6 -65.1 -63.8 -62.7 -61.8 -61.0 -60.2 27 ft +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 -72'0 -69.1 -67.1 -65.6 -64.3 -63.2 -62.3 -61.4 -60.7 8 ft +53.7 +52.3 +51.3 +50.5 +49.9 +49.4 1 +48.9 +48.5 +48.1 -72'5 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -61.9 -61.2 29 ft +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.2 -62.3 -61.6 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 -74'0 -71.1 -69.0 -67.4 -66.1 -65.0 -64.0 -63.2 -62.4 32 ft +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 -75.4 -72.4 -70.3 -68.7 -67.4 -66.2 -65.3 -64.4 -63.6 35 ft +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 -77'6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 -65.4 40 ft +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 -79.5 -76.4 -74.2 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 •!r ft: $1.3 -78.10 -V.8 x,4.1 -72.6 -71.4 -70.4 -69.4 -68.6 460.i 449.3• +08. +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 • ft• 2. - F9. • _ .4 0 775.6 -74.1 -72.9 -71.8 -70.8 -70.0 • 11.1 460.36 +09.2 +W.3 +57.5 +56.9 1 +56.4 1 +55.9 +55.5 5 -81.1 -78.8' -77.0 -75.5 -74.2 -73.1 -72.1 -71.3 60 ft 1 +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 WIND VELOCITY = 175 MPH MRH <_ 60' EXPOSURE 'C' BASED ON Kd = 1.0 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO QRST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRI T10 WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. 2. TABLES VALID O ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F . APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 100 SHA INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B L A OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF T. 5. ALWAYS ROUND - LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP NING IN QUESTION (HEIGHT *WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT2 / 3). USE THE AREA BETWEEN STRUCTURAL 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 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER 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 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CO ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N ,,, B$r ND VERIFIED BY THE GOVERNING BUILDING DEPARTM 'DE RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER 5. THIS SPECIFICA I ER ANY PRODUCT APPROVED CERTIFICATION. REI MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE Tf70 _ �. MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T B V CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL O TEM ORDINANCES. 7. NO CERTIFICATHII TTY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, PEAK ROOF WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (Im). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF µa a µ EAVE HEIGHT ROOF 1 I HEIGHT 5 1 ® 1 5 5® 4 �` 0 WALL ZONE FIGURES �� ISO C �-TH',OBD: F,WRIDA BUILDING CODE 22014) • • ASCE i-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING • • • • • • • MVTER PLAN SHEET .•.::•: s41%13CE 7-10 ENGINEERING o EXPRESS ° K CORVORATE OFFICE: � Z 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 0 P:(954) 354-0660 F:(954) 354-0443 M CERT OF AUTH #9885 m E: HELLO@ENGINEERINGEXPRESS.COM A ENGIN EERINGEXPRESS. COM 9 0 #k -n m� o� a clr " "C3 °z z D F 0 0 F1Qrida Building Code Online Page 1 of 3 �iar�ar�immrc:a�m SCIS Home Log In User Registration Hot Topics Submit Surcharge ( Stats & Facts Publications j FBC Stall BCIS Site Map Links Search �I rich t ` r Product Approval 4 r'; ' USER: Public User r�,ppyy 6un1#u� 100 Fourth Avenue North Product Approval Menu > Product or Aoolication Search > Application List > etall FL # FL14285-R5 Application Type Revision Code Version 2014 Category Application Status Approved - Subcategory Comments • • • Archived 17-1 Product Manufacturer Andersen Corporation Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 alan.barstad@AndersenCorp.com Authorized Signature Alan Barstad alan.barstad@AndersenCorp.com Technical Representative Address/Phone/Email Quality Assurance Representative Alan Barstad Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 abarstad@andersencorp.com Category • • • LExterior oor=Door ••000* Subcategory g Exteemblies • • • • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • • • 0. •• ' • :09 W Evaluation Report - Hardcopy Received• • • • • • • •••••• •••• Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. • • • • • • •' the Evaluation Report • •' • • • • Florida License PE -73778 • • • • Quality Assurance Entity Window and Door Manufacturers Associabion-QA : • • • • Quality Assurance Contract Expiration Date 12/31/2018 • • • • • • • Validated By Locke Bowden ••; R Validation Checklist - Hardcopy Received Certificate of Independence FL14285 R5 COI Andersen COI SS 2015-02-23.0f Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA 101/CSA 101/I.S.2/A440 2005 AAMA/WDMA 101/CSA 101/I.S.2/A440 2008 ASTM E 1886 2002 ASTM E 1886 2005 ASTM E 1996 2012 ASTM E 1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 2/6/2017 Flprida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/25/2015 Date Pending FBC Approval 04/28/2015 Date Approved 06/23/2015 Summary of Products Page 2 of 3 FL # Model, Number or Name Description 14285.1 400S FWI Standard 400 Series Frenchwood Inswing Doors. Single, Double, & Triple Configurations Limits of Use Installation Instructions Approved for use in HVHZ: No FL14285 R5 II AWD078 SS 2015-04-21.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: See drawing AWD078 for approved design pressures FL14285 R5 AE PER3510 SS 2015-04-21.1)df per configuration. All pressures meet water infiltration Created by Independent Third Party: Yes requirements. Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 2/6/2017 14285.2 400S FWO Standard Outswing Single and French Doors Limits of Use Installation Instructions Approved for use in HVHZ: No FL14285 R5 II AWD018 SS 2015-04-20.0f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See drawing AWD018 for approved design pressures FL14285 R5 AE PER3511 55 2015-04-21 odf per configuration. All pressures meet water infiltration Created by Independent Third Party: Yes requirements. 14285.3 A Series FWOD Outswing Single and French Doors 0000 Limits of Use Installation Instructions • • •• • •••• • • Approved for use in HVHZ: Yes FL14285 R5 II AWD024 55 20913-04*20,odf • • • Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero• e."Q PE #73:780 • • • • • Impact Resistant: Yes Created by Independent Third Part;: Yes Design Pressure: N/A ••• •• • Evaluation Reports • • • Other: See drawing AWD024 for approved design pressures FL14285 R5 AE PER3512 SS 24C*"4-21 Ddf• • • : per configuration. All pressures meet water inflitration Created by Independent Third•Pa";sPes • • • • • requirements. Plastic Material Certification of PVB interlayer is listed under current Miami -Dade NOA. • Outswing Single and French Doors • • • • 14285.4 A Series FWOD DP Upgrade Limits of Use Installation Instructions • • • • • • • Approved for use in HVHZ: Yes FL14285 R5 II AWD039 SS 4015-W-20.Ddf; • • • • Approved for use outside HVHZ: Yes Verified By: Hermes F. Norerd&, P.P. Fibrida P.E. 73778 411,11410 Impact Resistant: No : Created by Independent Third Party: Oes *0'. • Design Pressure: N/A Evaluation Reports • • Other: See drawing AWD039 for approved design pressures FL14285 R5 AE PER3513 55 2015-04-21.Ddf per configuration. All pressures meet water inflitration Created by Independent Third Party: Yes requirements. Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 2/6/2017 Florida Building Code Online Credit Card Safe Page 3 of 3 2/6/2017 0000 • • . Y... 0000.• 0000.• . •• 0000.. 0000.• • • • 0000•• 0000 •• . • • •.�• • .• 0000• 0000.. 0000 0000. •• •• •... 0000.. 0000.• • • • • • . . 0000•. 0000.• • • • •0000• 00 2/6/2017 INSTALLATION NOTES 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH OR 114 INCH ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 13/4 INCH MINIMUM EMBEDMENT. 5. FOR INSTALLATION INTO 2X BUCK USE N30 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR INSTALLATION THROUGH METAL FRAME USE N10 SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B'CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI. E. STEEL- MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM WALL THICKNESS OF 33 MILS (0.033" Dr 20 GAUGE). MIN. 1/2" EDGE DISTANCE. • F. ALUMINUM - MINIMUM 1/8" THICKNESS. (6063 -TS) • • • • ANDERSEN CORPORATION WING DOOR - IMPACT GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 5TH EDITION FLORIDA BUILDING CODE (FBC), 2012 INTERNATIONAL BUILDING CODE AND 2012 INTERNATIONAL RESIDENTIAL CODE INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 • AAMA/WDMA/CSA 101/I.S.2/A440-05/08 • ASTM 1886-02/OS _ 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. 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 HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: PONDEROSA PINE OR EQUIVALENT WITH FIBERGLASS CLADDING. (MIN SG = 0.40) 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. 8. DESIGNATIONS 'X" AND "O" STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL j9•CUTjW,6SIZF6 AI#ILABIJ UPO RE VEST. TOM DESIGN • PRESSUI(E WrL B6ASV.N jPEf�UA OV RGER STANDARD • SIZE. • • • • • • • • • •• • • • • ••• • •:SIN ACCdIDA*CEWITI• 41HEDIION FBC,&NOOD C091"ENTSIFR)LL HAVE BERN PFRSEI•',QIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 11.IN ACCORDANCE WITH THE FBC, DISSIMILAR METALS INCLUDING 9Tr.>;TENERS'&1AT MA)6 E INTOfjVCT WuH ALUMINUM IINIT FRAMING SHALL B OTECTE • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • WINDOWB•000Rs 100 FOURTH AVE NORTH BAY"T."55003-1096 PH: (651)264-5150 FX: (651) 264-5485 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 D GENERAL AND INSTALLATION NOTES 2 C ELEVATION AND ANCHOR LAYOUT 3 C ELEVATION AND ANCHOR LAYOUT 4 C PRESSURE TABLES 6 GLAZING DETAILS 5 C VERTICAL SECTIONS 6 C HORIZONTAL SECTIONS 7 C COMPONENTS 6 BILL OF MATERIALS 8 C LOCK COMPONENT DETAILS WINDOWB•000Rs 100 FOURTH AVE NORTH BAY"T."55003-1096 PH: (651)264-5150 FX: (651) 264-5485 WATER RATING AISSILE IMPACT RATI W/ WATER LARGE AND SMALL INFILTRATION MISSILE IMPACT RATED WINDOWB•000Rs 100 FOURTH AVE NORTH BAY"T."55003-1096 PH: (651)264-5150 FX: (651) 264-5485 m m m U # C $ on W c Z wZ'r O S w x D<u <nw Z<m O N uJ O Z H n H W-�< Z °C u3 W p d a0LLJ F cc rn e d n W F < o N cc m2 00 Z 3 Y = = u z O n lJ V) Digitally signed by Hermes F. Norero, P.E. A W D024 Reason: I am approving this document Date: 2015.04.2018:34:16 -04'00' 1 SHEET: 1 OF 8 ur M HE] 119. UNIT MAX. WIDTH 38.125" ACTIVE PANEL MAX. WIDTH 35.10" D.L.O. MAX. WIDTH 26.874" B L 5 5 a D 5 5 ELEVATION UI M HE 6 119 UNIT MAX. WIDTH 38.125" ACTIVE PANEL MAX. WIDTH 35.10" D.L.O. MAX. WIDTH 26.874" 6 C 5 5 Andersen, X ONE (1) ANCHOR HINGE PLATE IIT � -WOOD OR METAL: THREE (3) -CON'CRETE/MASONRY: TWO (2) tX. += ANCHORS THRU CENTER RECEIVER w l. D o $- o o G R$ SEE TABLE - WOOD OR STEEL: FOUR (4) IT H CORNERS STATIONARY DOOR LEGEND O ( ) / = ADDITIONAL FIELD DRILLED 3/16" L 1X. 6 ITN TAPCON ANCHOR FOR DOORS "O" m GHT E # T HEIGHT, APPLIES TO INSTALLATION STATIONARY 500" 6 O X. SEE TABLE SUBSTRATES WHEN UTILIZING 3/16" PANEL MAX. BELOW(I)ADD'L END RECEIVER ITW TAPCONS ONLY. ADDITIONAL tion C Omw LL HEIGHT D.L.O MAX. 43 < 2 \ N w 116.469" HEIGHT < v) w m Z -KL m m X or 0 4p O D.L.O MAX. MIK IN.EDGE DISTANCES 16\ DWC �_4 m < ANCHOR CONCRETE CMU HEIGHT f03.43T m w '!a \ (-a 1- CL a TAPCON 2 I/8• 3 1/2' • • BQ434.0 8 10 4 a D 5 5 ELEVATION UI M HE 6 119 UNIT MAX. WIDTH 38.125" ACTIVE PANEL MAX. WIDTH 35.10" D.L.O. MAX. WIDTH 26.874" 6 C 5 5 a D 5 5 FI FVATInN ACTIVE DOOR LEGEND (X) Andersen, X ONE (1) ANCHOR HINGE PLATE IIT � -WOOD OR METAL: THREE (3) -CON'CRETE/MASONRY: TWO (2) tX. += ANCHORS THRU CENTER RECEIVER w l. D o $- o o G R$ SEE TABLE - WOOD OR STEEL: FOUR (4) GHT H CORNERS STATIONARY DOOR LEGEND O ( ) BRYPORT MN SS (65 )2 R1: (651)264-5150 FX -(651)264-5485 = ADDITIONAL FIELD DRILLED 3/16" L 500" 6 ITN TAPCON ANCHOR FOR DOORS "O" m PANEL MAX. # T HEIGHT, APPLIES TO INSTALLATION STATIONARY HEIGHT INTO CONCRETE/MASONRY O ~ 0 SEE TABLE SUBSTRATES WHEN UTILIZING 3/16" 116.469" a m a BELOW(I)ADD'L END RECEIVER ITW TAPCONS ONLY. ADDITIONAL tion C Omw LL FOR DOORS OVER FASTENERS NOT REQUIRED WHEN 1/4` D.L.O MAX. 43 < 2 B' IN HEIGHT ITW TAPCONS ARE UTILIZED. N w �m< HEIGHT < v) w m Z -KL m m X or 0 4p O 103.437' MIK IN.EDGE DISTANCES 8.0, 34.0, & MIDSPAN DWC �_4 m < ANCHOR CONCRETE CMU 5 m w '!a "X" 3/16' TAPCON2 1/8' 12 3/e' (-a 1- CL a a D 5 5 FI FVATInN ACTIVE DOOR LEGEND (X) Andersen, X ONE (1) ANCHOR HINGE PLATE O= ANCHORS THRU ENDND R RECEIVER � -WOOD OR METAL: THREE (3) -CON'CRETE/MASONRY: TWO (2) HEAD += ANCHORS THRU CENTER RECEIVER w l. D o $- o o G R$ SEE TABLE - WOOD OR STEEL: FOUR (4) 4" FROM -CONCRETE/MASONRY: TWO 2 BELOW r () I°o F°"°TM AvE N°°TM CORNERS STATIONARY DOOR LEGEND O ( ) BRYPORT MN SS (65 )2 R1: (651)264-5150 FX -(651)264-5485 = ADDITIONAL FIELD DRILLED 3/16" L SIZE (IN.) CONFIGURATION MAX. FROM CORNER MAX. O.C. ANCHOR ITN TAPCON ANCHOR FOR DOORS (IN.) m EQUAL TO AND LESS THAN 10' IN (IN.) # T HEIGHT, APPLIES TO INSTALLATION STATIONARY Z g INTO CONCRETE/MASONRY O ~ 0 SEE TABLE SUBSTRATES WHEN UTILIZING 3/16" ,D'o a m a BELOW(I)ADD'L END RECEIVER ITW TAPCONS ONLY. ADDITIONAL tion C Omw LL FOR DOORS OVER FASTENERS NOT REQUIRED WHEN 1/4` Z c w3 43 < 2 B' IN HEIGHT ITW TAPCONS ARE UTILIZED. N w �m< < v) w m Z -KL m m X or 0 4p O Q Q Z MIK IN.EDGE DISTANCES 8.0, 34.0, & MIDSPAN DWC �_4 m < ANCHOR CONCRETE CMU 5 m w '!a "X" 3/16' TAPCON2 1/8' 12 3/e' (-a 1- CL a TAPCON 2 I/8• 3 1/2' • • BQ434.0 8 10 4 X or 0 *MIN. EDGE DISTANCES FOR INSTALLATION OF STATIONARY DOORS • _• .•„•8. MIDSPAN 6 9 3 38.125 X 79.50 ONLY 19.1 Q p o N C 9 SEE TABLE (- BELOW T ANCHOR LAYOUT OPERABLE SEE TABLE r BELOW t ANCHOR LAYOUT STATIONARY NOTE: •• ••• •• • • • •• 1) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND REQUIREMENTS. 2) HINGE REQUIREMENTS - DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL UTILIZE 4 HINGES, AND DOORS EQUAL TC 0;?L:SS THAM 6'-10 Pf' jHALL lMl•:ZFy3%NGES. 3) RECEIVER REQUIREMENTS -ALL DOORS UTILIZE CENTER ECE ER BASKtZ &OOR6 REATER =HANIO' TALL SHALL UTILIZE 3 END RECEIVERS, DOORS EQUAL TO OR LESS THAN 8' TALL SMALL U�LIZ92 END REClIVERS lf01.6 BOT7pM9 . .. ... .... ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• N:•L i~ ul .• ).z I- C ;fib •••.\ . •w � J �y is PRO�.�`� o � .P C :r 'z - N ,D 3 Y Y= v Z 0 o v V) AWb024 SHEET: 2 OF Q ANCHOR SCHEDULE HEAD JAMBS MAX. FROM CORNER MIN. ANCHOR MIN. ANCHOR MIN. ANCHOR AT SIZE (IN.) CONFIGURATION MAX. FROM CORNER MAX. O.C. ANCHOR (IN.) (IN.) QUANTITY (IN.) QUANTITY ATQUANTITY QUANTITY AT STATIONARY HINGE JAMB LOCK JAMB JAMBS 38.125 X 119.5 X or 0 19.1 N/A 1 8.0, 34.0, & MIDSPAN 10 13 5 38.125X95.50 XorO 19.1 04N/400 • 1 • • • BQ434.0 8 10 4 38.125 X 82.38 X or 0 19.1 N/ • _• .•„•8. MIDSPAN 6 9 3 38.125 X 79.50 X or 0 19.1 •INWA • • • • • • •8.0 & 1)SPAN 6 9 3 NOTE: •• ••• •• • • • •• 1) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND REQUIREMENTS. 2) HINGE REQUIREMENTS - DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL UTILIZE 4 HINGES, AND DOORS EQUAL TC 0;?L:SS THAM 6'-10 Pf' jHALL lMl•:ZFy3%NGES. 3) RECEIVER REQUIREMENTS -ALL DOORS UTILIZE CENTER ECE ER BASKtZ &OOR6 REATER =HANIO' TALL SHALL UTILIZE 3 END RECEIVERS, DOORS EQUAL TO OR LESS THAN 8' TALL SMALL U�LIZ92 END REClIVERS lf01.6 BOT7pM9 . .. ... .... ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• N:•L i~ ul .• ).z I- C ;fib •••.\ . •w � J �y is PRO�.�`� o � .P C :r 'z - N ,D 3 Y Y= v Z 0 o v V) AWb024 SHEET: 2 OF Q UI N HE 119 UNIT MAX. WIDTH 75.25" ACTIVE PANEL MAX. D.L.O. MAX. WIDTH 35.10" WIDTH 26.874" 5 5 A D 5 5 FI FVATInN ry SEE TAP' BELO1 (1) ADDITIONAL HINGE FOR DOORS OVER 8' IN HEIGHT ANCHOR LAYOUT DOOR LEGEND (XX) X = ONE (1) ANCHOR THRU HINGE PLATE 0 = ANCHORS THRU HEAD RECEIVER SEE DETAIL A BELOW -WOOD OR METAL: FIVE (5) -CONCRETE/MASONRY: THREE (3) .1101©1• DETAIL A (1) ADDITIONAL HEAD JAMB RECEIVER HINGE FOR DOORS OVER 8' IN HEIGHT o) m M n M Z ANCHOR SCHEDULE ~ ^ a N0 O wZ > dm 0<= HEAD/SILL v JAMBS m Z < m H M CONFIGURATION MAX. FROM CORNER MAX. O.C. ANCHOR MAX. FROM CORNER MIN. ANCHOR SIZE (IN.) / mui Lu I \ d M IT QUANTITY AT / (IN.) \ QUANTITY AX. HINGE JAMBS 75.25 X 119.50* XX 17.75 MIDSPAN 3 GHT 10 75.25 X 95.50* XX 17.75 6 3 PANEL MAX. 75.25 X 82.38* XX • • 7 • • • ID AN 3 HEIGHT 6 75.25 X 79.50* XX • .. W.71• • IQ AN 3 1 116.469" 6 D.L.O MAX. HEIGHT 103.437" A D 5 5 FI FVATInN ry SEE TAP' BELO1 (1) ADDITIONAL HINGE FOR DOORS OVER 8' IN HEIGHT ANCHOR LAYOUT DOOR LEGEND (XX) X = ONE (1) ANCHOR THRU HINGE PLATE 0 = ANCHORS THRU HEAD RECEIVER SEE DETAIL A BELOW -WOOD OR METAL: FIVE (5) -CONCRETE/MASONRY: THREE (3) .1101©1• DETAIL A (1) ADDITIONAL HEAD JAMB RECEIVER HINGE FOR DOORS OVER 8' IN HEIGHT NOTE:��♦♦ • • • • • • • 1) FOR SILL ANCHORAGE, SEE AII&OR LAI ;T AAD•LEGETID AJ�OVE. • • 2) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND REQUIREMENTS. 3) HINGE REQUIREMENTS - DOC65 VJ4TER TVN 8' IV IAV&HTi UTI�IZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL UTILIZE 4 HINGES, •ND DOO&S EQUAL TQ OR LESS;HAN 6 jr10 3/8" SHALL UTILIZE 3 HINGES. . . .... .. .. . .. ... .... R. • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Nm WINDOWS -DOORS 100 FOURTH AVE NORTH SAYPORT, MN 55003-1096 %4(651)2645150 FX:(651)264-5165 o) m M n M Z ANCHOR SCHEDULE ~ ^ a N0 O wZ > dm 0<= HEAD/SILL v JAMBS m Z < m H M CONFIGURATION MAX. FROM CORNER MAX. O.C. ANCHOR MAX. FROM CORNER MIN. ANCHOR SIZE (IN.) mui Lu d M QUANTITY AT 1,491 (IN.) (IN.) QUANTITY (IN.) HINGE JAMBS 75.25 X 119.50* XX 17.75 MIDSPAN 3 8.0, 34.0, & MID5PAN 10 75.25 X 95.50* XX 17.75 MIDSPAN 3 8.0 & 34.0 8 75.25 X 82.38* XX • • 7 • • • ID AN 3 8.0 &MIDSPAN 6 75.25 X 79.50* XX • .. W.71• • IQ AN 3 1 8.0 & MIDSPAN 6 NOTE:��♦♦ • • • • • • • 1) FOR SILL ANCHORAGE, SEE AII&OR LAI ;T AAD•LEGETID AJ�OVE. • • 2) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND REQUIREMENTS. 3) HINGE REQUIREMENTS - DOC65 VJ4TER TVN 8' IV IAV&HTi UTI�IZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL UTILIZE 4 HINGES, •ND DOO&S EQUAL TQ OR LESS;HAN 6 jr10 3/8" SHALL UTILIZE 3 HINGES. . . .... .. .. . .. ... .... R. • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Nm WINDOWS -DOORS 100 FOURTH AVE NORTH SAYPORT, MN 55003-1096 %4(651)2645150 FX:(651)264-5165 o) m M n M Z 0 w ~ ^ a N0 O wZ > dm 0<= U) w v < U) w F m Z < m H M p Lu � ': °� Lu g� <0 a d mui Lu d M 1,491 N < 0 ^! 0 o LL �/Y • * PROF``, o > ( p W m 2 m Q Z i lz �z 0 0 Y v N Z DWG #: AW0024 SHEET: 3 OF Q ••• • • • • ••• • • • • 2 ZL CONFIGURATION HEIGHT (IN.) WIDTH (IN.) 61 I NEG. ------ V -- 62 POS. V - NEG. 63 POS. NEG. 79.50 75.25 45.0 80.0 45.0 80.0 82.38 75.25 45.0 80.0 45.0 80.0 95.50 63.25 45.0 70.0 45.0 70.0 95.50 7525 45.0 70.0 45.0 70.0 rixx- 101.50 75.25 45.0 6625 45.0 66.25 107.50 75.25 45.0 62.5 45.0 62.5 75.25 45.0 58.75 45.0 58.75 75.25 45.0 55.0 45.0 55.0 X or 38.125 45.0 80.0 45.0 80.0 - - X or O V82.38 38.125 45.0 80.0 45.0 80.0 X 32.125K45.0 70.0 45.0 70.0 O 32125 80.0 45.0 80.0 X 38.125 70.0 45.0 70.0 O 38125 80.0 45.0 80.0 O 101.50 38.125 775 45.077.5O 107.50 38.125 75.0 45.0 750 O38125 72.5 45.0 72.5 X orO 119.50 38.125. 70.0 - - 45.0 70.0 3/4" O.A. I.G. LAMINATED GLASS 7/8" O.A. I.6. LAMINATED GLASS 1/2" O.A. LAMINATED GLASS CONSISTING OF: CONSISTING OF: CONSISTING OF: 5/32' TEMPERED GLASS, 5/32" TEMPERED &LASS, 7/32" ANNEALED GLASS, 5/16" STAINLESS STEEL SPACER, 5/16" STAINLESS STEEL SPACER, 0.090" PVB INTERLAYER BY DUPONT, 3/32" ANNEALED &LASS 5/32' ANNEALED GLASS 7/32' ANNEALED GLASS 0.090" PVB INTERLAYER BY DUPONT, • 0.090" PVB INTERLAYER BY DUPONT, •• ••• • • • • • F. 3/32' ANNEALED &LASS 5/32" ANNEALED GLASS EXTERIOR DOW 9-1350 • •: R 0 • • •: DOW 9-1350 EXTERIOR DOW 9-1350 SILICONE SILICONE SILICONE 1/4"X 1-1/2Y ATAP E0 • • • • • • • • 1/4" X 1-1/2" STAPLES 1/4" X 1-1/2" STAPLES (I8 GA. GALV. (18 GA. GALV. (18 GA. GALV. MIN. GLASS STEEL @ 8" O.C.) MIN. GLA55 STEEL @ 8" O.C.) MIN. GLASS STEEL @ 8" O.C.) BITE 9/16" BITE 9/16" BITE 9/16" INTERIOR 0:0 • • : • • • •INTERIOR INTERIOR GLAZING DETAILI ••• ;• &AZINt DtT;►IL2 GLAZING DETAIL • • • • . 10.1101--1 •. ce...r .�r..� oe.,. ,roe.. r.•rc .,e rue eon ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wlxoowc•000R$ loo FOURTH AVE NORTH SAYVORT, MN 55003-1096 %i: (651)061-5150 FX: (651)261-595 m m M n => Z o z Ho O Z V) m M 2Z- 0 D U LL LL LY u p m < 'co r" m ZHm H < O W Lu_j G H �.1 W OL " 'o < a mIn M i N o N < 'v o 0 0 ti F� o i1 �1 F� m2 mZ stn 3 Y Y= U Z 2 N 0 l'o u DWG #: AWD024 SHEET: ^ OF O SEALANT BETWEEN CONCRETE/MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS-� SEALANT BETWEEN FIN 6 2X —� WOOD BUCK EXTERIORFINI5H BY OTHERS PERIMETER SEALANT BY OTHERS O.A. DOOR HEIGHT ,"_ i 24 SEE GLAZING g VERTICAL SECTION DETAILS 5 HEAD -2X WOOD FRAME EXTERIOR INTERIOR 1 6 INTERIOR EXTERIOR O.A. SEE GLAZING DOOR DETAILS HEIGHT NOTE: ITEM 20 OPTIONAL. SEE PRESSURE TABLES ON SHEET 4 FOR DETAILS. SET SILL IN BED OF SEALANT OR WET CEMENT _� '•: "SEE SHEET 2 FOR ALTERNATE EDGE CONCRETE/MASONRYA • • • • • • DISTJA" FOVNSTALLATION OF BY OTHERS • • SEE TABLE FIR • STATIONWRyDCIORS ELSE DIST 8M • • • • VERTICAL SECTION• • 5 SILL - CONCRETE #10 SELF -TAPPING SCREW CONCRETE/MASONRY INSTALLATION ANCHOR BY OTHERS SHEATHING • • • • 3/4"MIN EDGE DISTANCE 3 THREADS SEALANT BETWEEN MIN. PENETRATION • 1-1/2" MIN. EMBEDMENT BEYOND METAL FRAMING EXTERIOR FINISH p p Z < W J Q 1.1 Z # 10 WOOD SCREW go n a PERIMETER SEALANT INSTALLATION ANCHOR r4 1/4" MAX. SHIM SPACE EXTERIOR INTERIOR 1 6 INTERIOR EXTERIOR O.A. SEE GLAZING DOOR DETAILS HEIGHT NOTE: ITEM 20 OPTIONAL. SEE PRESSURE TABLES ON SHEET 4 FOR DETAILS. SET SILL IN BED OF SEALANT OR WET CEMENT _� '•: "SEE SHEET 2 FOR ALTERNATE EDGE CONCRETE/MASONRYA • • • • • • DISTJA" FOVNSTALLATION OF BY OTHERS • • SEE TABLE FIR • STATIONWRyDCIORS ELSE DIST 8M • • • • VERTICAL SECTION• • 5 SILL - CONCRETE #10 SELF -TAPPING SCREW METAL STUD INSTALLATION ANCHOR FRAMING BY OTHERS SHEATHING • • • • BY OTHERS 3 THREADS SEALANT BETWEEN MIN. PENETRATION FIN 6 SHEATHING BEYOND METAL FRAMING EXTERIOR FINISH p p Z < W J Q 1.1 Z BY OTHERS go n a PERIMETER SEALANT BY OTHERS T m LU CL o LUm ITW TAPCON Z INSTALLATION ANCHOR, SEE TABLE (OPTIONAL, SEE CHARTS ON • • •SHEET•' 2 6 3) • • • • • • I-I3/MS.• • MS M • • E000 • • • • • • 00 'nmc m ZHm TkrlEE'LAZ'NG 1/4" MAX. _ SHIM SPACE 1 O.A. 15 DOOR HEIGHT7 EXTINTERIOR ETAILS C VERTICAL SECTION 5 HEAD - METAL STUD FRAME • •*MSN. EDGE DISTANCES A HORCONCRETE CMU 3/16"•TAIICON 2 1/8" 2 3/8" 1/4" TAPCON 21/8' 2" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW S•DOORS 100 FOURTH AVE NORTH 6A PMT. MN 55003-1096 PK(651)264-51W FX: (651) 2645155 O_ j:2II ;11" Fw-� m2 mZ J V Z vl o Zi Y <I- po QY DWG #: AW0024 SHEET: 5 OFQ Z O H > n a O vi m o O�a .2 W. ix 'o v �3 0 2V) x y1 'nmc m ZHm O < p p Z < W J Q 1.1 Z ui go n a F m LU CL o LUm p o O_ j:2II ;11" Fw-� m2 mZ J V Z vl o Zi Y <I- po QY DWG #: AW0024 SHEET: 5 OFQ 3THREADS MIN. PENETRATION BEYOND METAL FRAMING METAL STUD ; FRAMING BY OTHERS #10 SELF -TAPPING SCREW INSTALLATION ANCHOR SHEATHING BY OTHERS SEALANT BETWEEN FIN A SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS 1112' MIN. EMBEDMENT 2X WOOD FRAMING BY OTHERS —\ #10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. E06E DISTANCE SHEATHING BY OTHERS SEALANT BETWEEN FIN 6 SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING 5 8 13 3 DETAILS O A EXTERIOR DOOR WIDTH E HORIZONTAL SECTION 6 JAMB - METAL STUD FRAME 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE ,5 1 . l INTERIOR 1 3/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY 6 IX WOOD BUCK BY OTHERS �ITW TAPCON INSTALLATION ANCHOR (SEE TABLE) SEE TABLE FOR EDGE DISTANCES O IX WOOD BUCK BY OTHERS SEE GLAZING DETAILS 3 13 8 12 5 SEALANT BETWEEN FIN 6 IX WOOD BUCK *MIN. EDGE DISTANCES ANCHORCONCRETE CMU 3/16" TAPCON 2 1/8" 2 3/8" 1/4" TAPCON 2 1/8" 2" *SEE SHEET 2 FOR ALTERNATE EDGE DISTANCE FOR INSTALLATION OF STATIONARY DOORS INTERIOR •• ••• • • • • • •• SCFE BlAaINI! • s • • • • • • • • 5 8 13 A L• • . ••• • • • a • • • • DOOR WIDTH H HORIZOUTAL SECTION ... • 6 STATION4RY JA&IB - 2X W QWRAAV • • • % ... ... ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • XTERIOR O.A. EXTERIOR FINISH DOOR BY OTHERS WIDTH PERIMETER HORIZONTAL SECTION BY OTHERS SEALANT 6 JAMB - 1X WOOD FRAME SEE GLAZING DETAILSJ HORIZONTAL SECTION 6 ASTRAGAL USED ON DOOR HEIGHTS OF 8' OR LESS LSEE GLAZING DETAILS I HORIZONTAL SECTION 6 ASTRAGAL USED ON DOOR HEIGHTS ABOVE 8' llqw?m I Ig WINOOWS•000RS 100 FOURTH AVE NORTH BAYPORT. MN 55003-1096 PH_ (651) 2M-5150 FX: (651) 264-5185 Z b M M Z p 0C 0 ~ J M a p p m h Hz h J LL wZ4 y v < �3 z pw umw < F O m H 7 w O a p p Z< W J C 2 K ~ 3 < m ui a a Lu a v D- M < a p o 0 LL "E9 o� 3Y Y= uZ DWG #: AWD024 SHEET: L OF Q OFRAME HEAD/SIDE JAMB WOOD 4.242" 1.01 OPANEL TOP RAIL & STILE 3 WOOD 4.1113/t1.71 9' T OFRAME SILL FIBERGLASS TYP. WALL THICKNE55 0.090" 6.200" 1.722" OPANEL BOTTOM RAIL 4 WOOD 8.824" 1.719" INAV WINDOWS -DOORS 100 FOURTH AVE NORTH BAYPORT. MN 55003-10% PH: (651) 264-5150 FX; (651)264-5485 eD n m ti 3IAg 3 a H NoIn 25 h� w't Z� OSLL x Z woav W m Z 2F oma <nfo m ZaDO b° , D a z a o m w Jaz ca LU DO W m N � N o � o $ OFLANGEO PANEL GLAZING STOP O HEAD/SIDE FRAME CLADDING 11 ASTRAGAL (ACTIVE) 13 WEATHERSTRIPPING if) PVC WOOD FIBERGLASS FIBERGLASS SANTOPRENE (DUROMETER: 70) Z TYP. WALL THICKNESS 0.05" TYP. WALL THICKNESS 0.082" I TYP. WALL THICKNESS 0.047" O J_Z 1.969" 0.500" �{ � r 0.875" 4.204" 1.250" 0.893" 0 Q �I--11- 1.736" > d < w N Lij U V J II 0.384" w 2 -�{ 0.678" .322" tf O p O 15 PANEL STOP 19 STATIONARY PANEL CLIP 20 DROP CHANNEL 21 ASTRAGAL (PASSIVE) 23 ASTRAGAL (PASSIVE) WOODSTEEL ALUMINUM 6063-T5 FIBERGLASS FIBERGLASS 0.681" TYP. WALL THICKNESS 0.015" O 2 a m u �0.96%691" 5" 1.396" 3.621" 1"1.828" 0.938" �{ R MONO GLAZING STOP 7/8" GLAZING STOP u:WOOD WOOD UI •• ••• • • •• • s • • 3.269" % H • • • • • • • • i �r 0.875" s8� 5" • : : : : : : • : • • FOR USE WITH DOORS TALLER THAN 8' �Y 0.734" I -I4 -`i - o W ; m = m 2 Qo Z� x= aH 0 o D Y v V) Z 0.403" • ••• • ••• ••• • • • • • • • • DWG #: • r AW0024 • • • • • • • • • • • • • • • • • • SHEET: 7 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS DESCRIPTION MATERIAL MANUFACTURER FRAME HEAD/SIDE JAMB WOOD ANDERSEN FRAME SILL FIBERGLASS ANDERSEN PANEL TOP RAIL 6 STILE WOOD ANDERSEN P PANEL BOTTOTM RAIL WOOD ANDERSEN FLANGE PVC ANDERSEN PANEL GLAZING STOP WOOD ANDERSEN PANEL TOP RAIL FILLER FIBERGLASS ANDERSEN HEAD/SIDE FRAME CLADDING FIBERGLASS ANDERSEN 9 BOTTOM RAIL FILLER FIBERGLASS ANDERSEN 10 PANEL STILE FILLER FIBERGLASS ANDERSEN 11 ASTRAGAL ACTIVE) FIBERGLASS ANDERSEN 12 HINGE STEEL ANDERSEN 13 WEATHERSTRIPPING PVL ANDERSEN 14 HANDLE ANDERSEN 15 PANEL STOP WOOD ANDERSEN 16 3PT. LOCK SYSTEM STEEL ANDERSEN 17 5PT. LOCK SYSTEM STEEL ANDERSEN 18 PASSIVE LOCK SYSTEM STEEL ANDERSEN 19 STATIONARY PANEL CLIP STEEL ANDERSEN 20 DROP CHANNEL ALUMINUM 6063-T5 ANDERSEN 21 ASTRAGAL PASSIVE) FIBERGLASS ANDERSEN 22 WEATHERSTRIPPING (HEAD) PVC ANDERSEN 23 ASTRAGAL PASSIVE FIBERGLASS ANDERSEN 24 MONOGLAZ11J65TOP WOOD ANDERSEN OFRAME HEAD/SIDE JAMB WOOD 4.242" 1.01 OPANEL TOP RAIL & STILE 3 WOOD 4.1113/t1.71 9' T OFRAME SILL FIBERGLASS TYP. WALL THICKNE55 0.090" 6.200" 1.722" OPANEL BOTTOM RAIL 4 WOOD 8.824" 1.719" INAV WINDOWS -DOORS 100 FOURTH AVE NORTH BAYPORT. MN 55003-10% PH: (651) 264-5150 FX; (651)264-5485 eD n m ti 3IAg 3 a H NoIn 25 h� w't Z� OSLL x Z woav W m Z 2F oma <nfo m ZaDO b° , D a z a o m w Jaz ca LU DO W m N � N o � o $ OFLANGEO PANEL GLAZING STOP O HEAD/SIDE FRAME CLADDING 11 ASTRAGAL (ACTIVE) 13 WEATHERSTRIPPING if) PVC WOOD FIBERGLASS FIBERGLASS SANTOPRENE (DUROMETER: 70) Z TYP. WALL THICKNESS 0.05" TYP. WALL THICKNESS 0.082" I TYP. WALL THICKNESS 0.047" O J_Z 1.969" 0.500" �{ � r 0.875" 4.204" 1.250" 0.893" 0 Q �I--11- 1.736" > d < w N Lij U V J II 0.384" w 2 -�{ 0.678" .322" tf O p O 15 PANEL STOP 19 STATIONARY PANEL CLIP 20 DROP CHANNEL 21 ASTRAGAL (PASSIVE) 23 ASTRAGAL (PASSIVE) WOODSTEEL ALUMINUM 6063-T5 FIBERGLASS FIBERGLASS 0.681" TYP. WALL THICKNESS 0.015" O 2 a m u �0.96%691" 5" 1.396" 3.621" 1"1.828" 0.938" �{ R MONO GLAZING STOP 7/8" GLAZING STOP u:WOOD WOOD UI •• ••• • • •• • s • • 3.269" % H • • • • • • • • i �r 0.875" s8� 5" • : : : : : : • : • • FOR USE WITH DOORS TALLER THAN 8' �Y 0.734" I -I4 -`i - o W ; m = m 2 Qo Z� x= aH 0 o D Y v V) Z 0.403" • ••• • ••• ••• • • • • • • • • DWG #: • r AW0024 • • • • • • • • • • • • • • • • • • SHEET: 7 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IN ACTIVE SINGLE DOOR (B' OR LE55) ACTIVE DOUBLE DOOR (8' OR LE55) PASSIVE DOVBLE DOOR (8' OR LE55) ACTIVE SINGLE DOOR (ABOVE 8') ACTIVE DOUBLE DOOR (ABOVE 8') PASSIVE DOUBLE DOOR (ABOVE B') Anderse 3 PT LOCK SYSTEM 5 PT. LOCK SYSTEM PASSIVE LOCK SYSTEM 4 PT. LOCK SYSTEM 6 PT. LOCK SYSTEM PASSIVE LOCK SYSTEM ib STEEL 17 STEEL i8 STEEL 25 STEEL 26 STEEL 27 STEEL 0 0 0 ° o WINDOWS -DOORS e e + A B lOO FWRTH AVE NORTH BAYPORT, MN 55003-1096 PH:(651)iM-5150 ":(651)269-5985 O lb , m m ♦ m 4 ll#a{ $ �p • O Vf'o O O m ro Z C75 0 10,O Lu �oz o d e iu m ui a s ° e • LU m e x o m o A o 0 e • m O f f 0 z o w U o J N w 10 0 LLJ Li vm O O O 1.0. u_ V gS O_ 2 O 3 • U O • Z ° O \\\\ S ` O XSP n e 0 0 ca m co Z In x x • � •, � • • • , • • • �ii� ti *PRO `�� i •• ••• •• ••° • • ••• <� Z*Y= uZ �o o IQ ° DWG #: •; • ... " AW0024 `' ••• i, • ••• •°• • �•• SHEET: Q OF ••• . • • • v //OA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of Andersen Corporation "A -Series FWOD" Outswing Door for Florida Product Approval FL# FL 14285 Report No. 3512 51" Edition Florida Building Code Per Rule 61G20-3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 398 E Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 1— D (Engineering Evaluation) Exterior Doors Swinging Exterior Door Assemblies A -Series FWOD Outswing Door Wood/Fiberglass Refer to installation instructions, AWD024 Prepared For: Andersen Corporation 1.00 4"' Ave. N i3ayport, Minnesota 55003 Prepared by: llermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 04/14/15 Contents: Evaluation Report Pages 1 — 6 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.21 20:52:52 -04'00' Hermes F. Norero, P.E. Florida No. 73778 //OA\\ BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Andersen Corporation Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies FL#: FL14285 Date: 04/14/15 Report No: 3512 Compliance Method: State Product Approval Method (1)(d) Product Name: A -Series FWOD Outswing Door : •'... This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Andersen .jcupe: ' Corp;Vation based on Method 1d of the State of Florida Product Approval, Florida Department of •• ••�"' Business apd Professional Regulation - Florida Building Commission. • •�•� ...... Her0e%R4Norero, P.E. does not have nor will acquire financial interest in the company ••••• .. manufWdring or distributing the product or in any other entity involved in the approval process of .....: �• �.: the%rQduet named herein. A •• •�•• This�aroduct has been evaluated for use in locations adhering to the 51" Edition Florida Building ...... .... Cooe. • 0000 See Installation Instructions AWD024, 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 5` Edition 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 Chapter 16 of the 51" Edition Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing AWD024 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions AWD024 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 6 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 6 FL#FL142 BUILDING DROPS 5 Date: 04/14/115 Date Report No: 3512 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-05/08 • ASTM E 1886-02/05 • ASTM E 1996-02/12 :06 • • TAS 201-94 ' • TAS 202-94 • • TAS 203-94 :::,*,040eferenceJtfata:• •� • • 1. Product Testing performed by Architectural Testing '00.00 (FBC Organization # TST1795) ' .00.' Report #: Date: ::A1939.01-201-18 11/08/10 : ...... • ' •' • • • 83347.01-201-47 02/05/09 ""•• •... ••• 83348.01-201-47 •"" 07/23/08 83349.01-201-47 07/23/08 87886.01-201-44 08/20/09 87887.01-201-44 08/20/09 87888.01-201-44 08/20/09 87889.01-201-44 08/20/09 87890.01-201-44 08/20/09 87886.02-201-44 08/20/09 87887.02-201-44 08/20/09 87888.02-201-44 01/07/09 87889.02-201-44 01/07/09 87890.02-201-44 01/07/09 D0630.01-201-18-110 08/19/14 D0630.02-201-18-RO 08/06/14 D0630.03-201-18-RO 08/06/14 D0631.01-201-18-RO 08/19/14 D0631.02-201-18-RO 08/06/14 D0631.03-201-18-RO 08/06/14 D0632.01-201-18-RO 08/19/14 D0632.02-201-18-RO 08/06/14 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 6 //OA\\ BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 D0632.03-201-18-RO 08/06/14 D0668.01-201-44-RO 08/06/14 D0668.04-201-44-RO 08/06/14 D0669.01-201-44-RO 08/06/14 D0669.04-201-44-RO 08/06/14 D0670.01-201-44-RO 08/06/14 D0670.04-201-44-RO 08/06/14 FL#: FL14285 Date: 04/14/15 Report No: 3512 •• 2. Quality Assurance • • • • • • • • • .. Window and Door Manufacturers Association 9999., •� •••: (FBC Organization #: QUA2515) • 9999.. ' • • • • • 3. Material Certifications for fiberglass by Intertek ETL Semko: 9999 9999. ...: •99.99 ASTM D 635-98 ,,, • • � 9999. •• • Report #: J20039829-231 Date: 2/23/01 •9999• •9000 0. • • • • • Material Certifications for fiberglass by Intertek: 999900 "' • • • , ASTM D 1929-11 •99• 9 Report#: 100581691MID-002 Date: 2/17/2012 0• „ •� ""•• ••.. ASTM E 84-12 0 • • • • 0 Report #: 100581691SAT-001A Date: 2/27/2012 Material Certifications for fiberglass by PRI Asphalt Technologies: ASTM G 26-96 & ASTM D 638-96 Report #: ARR-03-02-01 Date: 8/14/01 4. Material Certifications for PVC by Aspen Research Corporation: "South Florida outside 45 degree exposure for 5 years" (in lieu of ASTM G 26/G 155) & ASTM D 638-96 Report #: F4693 Date: 03/24/99 Material Certifications for PVC by Intertek ETL Semko: ASTM E 84-05 Report #: 3100559SAT-004 Date: 08/04/06 ASTM D 1929-96 Report #: 3100559SAT-001 Date: 08/09/06 ASTM D 635-03 Report #: 3100559SAT-007 Date: 08/08/06 Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 6 FL# BUILDING DROPS Date FL142 Date: 04/14/115 5 A Perfect Solution in Every Drop Report No: 3512 Certificate of Authorization: 29578 Equivalence of Test Standards: 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 5th Edition Florida Building Code. Andersen Corporation has tested their products to the following test standard edition(s): 1) ASTM D635-98/03 2) ASTM D1929-96/11 3) ASTM E84-05/12 4) ASTM G26-96 5) ASTM D638-96 :"'•• Chapter 35 Qf'�`n Edition Florida Building Code references the following editions of the above mentioned ••60.. •rts�ndard's: • • 6 6 ASTMtib'35-06 "••• 0•.: 2) ASW DM29-96(2001)e01 � • "' • • • AST"44-09 • 'T) ASf W1, 6.8 5-05a • 5) AST" 0668-03 . • .. '•00.6 �6Attrer revie• 41ke above mentioned referenced standards and editions, it has been found that no significant • teWnical 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 5`n Edition FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 6 //OA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: FL#: FL14285 Date: 04/14/15 Report No: 3512 A. For two by (2X) wood frame substrate, use #10 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" or 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.75" into concrete or masonry. •• C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" or • 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve • . minimum embedment of 1.75" into concrete or masonry. ••••D: For metal stud substrate, use #10 self -tapping type metal stud anchors of sufficient .... .. ..... •••� . .. length to achieve a minimum of 3 threads of penetration beyond metal framing. • . ...... •• ••: Refbj:p Installation Instructions (AWD024) for anchor spacing, edge distances, and further details of • • th(bkWau q •••�•• ation requirements. •:... Design*PreSSure: .. .... ago 0000 Refer to Installation Instructions (AWD024) for design pressure based on size, configuration, and glass options. Hermes F. Norero, P.E. Florida No. 73778 Page 6 of 6