The URL can be used to link to this page

WS-15-1158Atidt Scam is'Y231215 77 Ids''' A# Pi'�I� mem dell'. ,.�e�+nt�o�sr�q�t�Qterrt, If 1 BUILDING 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 PERMIT APPLICATION 4UILDING ❑ ELECTRIC ❑ ROOFING MAY 14 201,5 FBC 20 (ID Master Permit No.LA� 15 Q Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP , CONTRACTOR DRAWINGS JOB ADDRESS:—/ `l'/ ®0 /Vf /®3^d ST City Miami Shores County Miami Dade Zip: Folio/Parcel#: 11 32,195-031-0010 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name � (Fee Simple Titleholder): -SdA i�ON W. Sa, C- f-� Phone#%9G� ei/7_„ D/ -V Address: 1e1AZ 6^ �03 5% City: Hr om / _APREs State: 'W:V' Zip: Tenant/Lessee Name: Email: CONTRACTOR: pCompany,N9ame:: Address: MI MI /V a City: /L1 / A /q 6 State: Qualifier Name: State Certificatic -33/72— Zip: 33/72— of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $,—,c��J Square/Linear Footage of Work: Type of Work: El Addition [9 Alteration ❑ New ❑ Repair/ReDace Description of Work: q\_.mP&eTwoNDaws A1U0 h\tMPArT D1Y Zip: ❑ Demolition Specify color of color thru tile:_- (1 Submittal Fee $ Permit Fee $ 150 , 6D CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $, (Revisedo2/24/2014) DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 4 P. . 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 approvedand,a einspection fee will be charged. Signat 'e � ' Signatu J /10 ER or AGENT CONTRACTOR Tie foregoing insthmfent was acknowledged before me this 'I�� day of /-44 � ,20 Lys by JAPON) X65 ,, who is personally known to me or who has produced LI LEA)26' as The foregoing instrument � was acknowledged before me this t ' rt/ /Q'ra day of /" lCAA, , 201 S , by A) 06e who is personally known to me or who has produced as identification and who did take an oath. identification and who did take an oath. • P6B�% RIGOBERTO JESUS CUESTA NOTARY PUBLIC: * i1"1 COMMISSION # EE 051340 NOTARY PUBLIC: EXPIRES: April 27, 2015 F d Thru Budget Notary Services Sign � Sign: ( Print: 9A) Print: `�° .° ern RIGOBERTO JESUS CUESTA Seal: RIGOBERTO `':B`'� RIGOBERTO JESUS CUESTA Seal: MY COMMISSION # EE 051340 ** MY COMMISSION # EE 051340 EXPIRES: April 27, 2015 EXPIRES: April 27, 2015 �r9rFOFFLOQOP Bonded ThruBudget Notary Sarvioas -NO,0"I" Bonded Thru Budget Not Services ��*sxx*�*x��■*x�*r*ix*axe*�*xx*�x *a� x**•�r►w�w�****xr+�***xixwx�***rxx*Axa***a�rx*a*x�xe<�*x�x*s�*r�ax�x�**aw* APPROVED BY 0 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) IN J r $ Sharon James 1400 NE 103 Street Miami, Shores, FI 33138 . . ... . . . ... .... . ...... . . . . . . . . . . . . . ... . . . . ... . ••. . .•• • •.• . . .. . . .. . . .. . . . . . . . . . . . . ... . ... . • ••• • • • • K Back Porch Area: No Bedrooms 1 ❑PGT - Fixed 12-1005.01 96 x 58 PGT - Fixed 12-1005.01 40 x 58 0 0 ❑IXIXIXIXI PGT - Fixed 4- Panel Bi -Fold 12-1005.01 Door 64 x 80 FL 15472.5 144 x 80 Front Door NIA 0 0 PGT - Fixed 12-1005.01 48x80 BUILDIN4 G REVIEW y DATE. APPROVED WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: ASP Windows and Doors ADDRESS: 1400 NE 103 Street PROJECT: Sharon James Miami Shores, FL 33138 City State ZIP EXPOSURE " D " WIND VELOCITY = 175 MPH ROOF SLOPE > 10 0 Roof Elev. Tributary Area (Sq- Ft) Roof Elev. Tributary Area (Sq. Ft) (ft) 10 15 20 25 30 35 40 45 50 ft 15 20 25 30 35 40 45 SO + 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.8 43.5 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.8' 43.5 52.7 514 50.5 49.8 49.2 48,8 4&3 48.0 47.6 65.1 62,5 60.7 S9.3 58.1 57.2 56.3 55.6 54.9 17 + 49.5 48.2 47.3 46.6 46.0 45.5 45.1 44.7 44.4 17 + 49.5 4&2 47.3 46.6 46.0 45.5 45.1 44.7 44.4 53.7 52.4 51.5 50.8 50.2 49.7 49.3 48,9 48.6 66.3 63.7 61.9 60.4 59.3 58.3 57.4 56.6 56.0 20 t 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 45.6 0 20 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46 0 45.6 /� 55.3 53.9 53.0 52.2 51.6 51.1 50.7 50.3 49.9 n - 68.2 65 5 63.6 62,2 61.0 59.9 59.0 5&3 57.6 p, + 5i.9 50.5 49.6 48.8 48,2 47.7 47,2 46.8 45.5 � 22 + 51.9 50.5 49.6 48,8 48.2 47,7 4772 46.8' 46.5 O � 56.3 54.9 54.0 51.2 52.6 52.1 51.6 SL2 50.9 H 69.5 66.8 64.8 63.3 62.1 6L0 f�.l 59.3 58.6 .2 25 + 53.3 5L9 50.9 50,1 49.5 49.0 4$ 5 48.1 47.7 u. 25 + 53.3 5L9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 57.8 56.4 55.4 54.7 54.0 53.5 53.0 526 52.3 O 71.4 68.6 66.6 65.0 63.8 62.7 61,8 61.0 60.2 U. 28 + 54.3 52 8 51.8 Si.O 50.4 cc 49.8 49.4 49.0 48.6 U. 28 t 54.3 52.8' 51.8 SLO 50.4 49.8 49.4 49.0 48.6 a 58.9 57,4 56.4 55.6 55.0 54.4 54.0 53.6 53.2 72.7 69,8 67.8 fifi 2 64.9 63.8 62 9 62 0 61.3 H + 54.7 53.3 52.3 515 50.8 50.3 49.8 49.4 49.0 + 54,7 53 3 52.3 515 50.8.50.3 49.8 49.4 49.0 i 59.4 57.9 56.9 Sfi l 55.5 54 9 54,4 54,0 53.6 I - 73.3 70.4 68.3 66 8- 65.5 64.4 63.4 626 6L8 vi 35 + 56.1 54.7 53.6 528 52.1 5i.6' 51.1 50.7 50.3 h 35 +` 56.1 54.7 53.6 52,8 52.1 $1:6 SL 50.7 50.3 i 60.9 S9.4 58.4 57.5, 56-9156.3 55.8 55.4 55.0 O 75.2 72 2 70.1 68 5 67.2 66.0 65.1 64.2 63.4 Rt + 37.6 -%0 55.0 54.1 53.5 52:9 52.4 519 51.5 40 t' 37.6 S&O 55.0 54.1 53.5 52:9 52.4 SL9 51.5 Rt 40 62.4 60.9 59.8in 59.0 58.3 57.8 57.3 56.8 56.4 d 77.1 74.0 71.9 70 2 68.9 67.T 66.7 65.8 65.0 1V 45 + 59.0 57.4 56.3 555 ' 54.8 54 2 53.7 53.2 52.8 Ip 45 + 59.0 57.4 56.3 35.5 54.8 54.2 53,7 53,2 52-8 15 0 62.4 61.3 60.5 59.8 59.2 58.7 58.2 57.8 79.0 75 9 73.7 719 70.5 .69.4 6&3 674 66.6 + 59.9 58 3 57.2 56.4 55.6 55.0 54.5 54.1: 53.7 + 59.9 58.3' 57.2 56.4 55.6 55.D 54,5 54.1 53.7 65.0 63.4 62.3 fiL4 60.7 601 59.6 S91 58.7 80.2 77.1 74.8 73.1 7L7 70,5 69.4 68.5 67.7 55 + 60.9 59.3 58.1 57,2 56.5 55.9 55.4 54.9 54.5 55 + 60.9 593 58.1 572 56.5 559 55.4 549 54,5 66.0 64.4 63.3 62 4 61.7 61160.5 fi0.1 59.7 - 81.5 7&3 76.0 74.3 72.8 716 •700- 69.6 68.8 60 61.8 60.2 59.0 58,1; 57.4 56.8 56.2 55.8 55.3 +' 61.8 602 59.0 58e1 53.4. 56.8 56,2 .55.8 55.3 • * 40 • 67.0 65,4 64.3 634 62.6 610 51.5 6LO 60.6 82.8 79.5 77.2 754 73.9 72.7 --7Lfd 7f17 69.8 • • GENERAL NOTES FIGURE : • • • • • 1 • TABLES VALID ONLY FOR BUILDINGS OF D=10% OF LEAST HORIZONTAL DIMENSIOtd� • • • • i • • • . • • • • •i• MEAN ROOF HEIGHT 60 FT. OR LESS, ELEVATION "H" FOR SLOPED ROPES•••IS• • • • • • : •i• • THE MEAN ROOF HEIGHT. • • • 2• ROOF ELEVATION "H", IS DETERMINED • • • • •W- E• 4O • • • • BY USING FIGURE 1 AS REFERENCE. _ • ZONE 5I • • • 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. +.� • • • • • • • H •••• 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN D� • • • • : • • ROOF HEAIGHT AND APPLY TO ALL FLOORS. u U • w 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D�� SHOWN BUILDING HEIGHT IN END ZONE. 5. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOO CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND FBC 2010 STANDARDS data 10-02-131 REVISIONS: arae, u.r. AL-FAROOQ CORPORATION 2 M5 no. dote by description chocked ua ENGINEERS & PRODUCT DEVELOPMENT OwG rt 3238 SW 87 AVE TEL (308)(308)26"100 MIAMI. FL 33174 FAX MM 262 3978 JAVAD AHMAD SHEET 1 OF 1 FLA P.E. # 70592: Ea CAN. 3535 a ? Florida Building Code Online 5/12/15, 1:45 PM S� � i PR T r1 BQS Home i Log In t User Registration y Hot Topics g Submit Surcharge Stats & Fact ` Publications F MC Staff BCIS Site Map p Links E Search➢ { Busines1 Professia( .� Product Approval USER: Public User 11'egUlation Product Approval Menu > eruct or Application Search > Application List > Appiicadon Cetail FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL15472-R3 Revision 2010 Approved Euro -Wall Systems, LLC 24100 Tiseo Blvd. Punta Gorda, FL 33980 (888) 989-3876 fbc@buildingdrops.com Scott Zurbriggen fbc@buildingdrops.com Scott Zurbriggen 24100 Tiseo Blvd. Punta Gorda, FL 33980 (888)989-3876 scottz@euro-wall.com 6666 • • 6666 6666•• • • • • ••• •• •• • 6666•• Exterior Doors 00 0 :0000: Swinging Exterior Door Assemblies ' • • • • • • • • • • ••9••• • ••• 60660 Evaluation Report from a Florida Regi steredAmhitect ora U;ensed Gooch • Professional Engineer 066966 • 0 • v Evaluation Report - Hardcopy Received* i • • 0000:0 6666•• • • • • • Robert James Amoruso • • • • 000 • • • • • PE -49752 National Accreditation & Management Institute 12/31/2015 Charles A. Pagen R E., Ph. D. Fenestration Technology Validation Checklist - Hardcopy Received Certificate of Independence FL15472 R3 COI Cofl 2068 RevO 412-0214 Euro -Wall HVHZ-Door.odf FL15472 R3 COI Co fI 2130-2138 Revl 412-0612 Euro-Wall,pdf FL1547 R3 COI Cofl 2233 RevO 413-0203 Euro-Wall.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtep%2bDhVRQZHGiO%2fg6vg3B8robaJ8UENe6oB!%2febYxbkQ%3d%3d Page 1 of 3 r r Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaw of Prnducta 5/12/15,1:45 PM ASTM E1886 2009 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL35472 R3_E uiv EER 2069 RevO 412-0214 Euro-Wall_HVHZ-Door.p_df FL15472 R3 Eciuiv EER 2130 Revl 412-0612 Euro-Wall.pdf FL15472 113 Eauiv EER 2138 Revl_412-0612 Euro-Wall.odf Method 1 Option D 06/28/2013 06/30/2013 07/05/2013 08/23/2013 http://floridabuilding.org/pr/pr-app_dti.aspx?param=wGEVXQwtDgtep%2bDhVRQZHGiO"/2fg6vg3BBrobaJ8UENe6oBi%2febYxbkQ%3d%3d Page 2 of 3 FL # Model, Number or Name Description 15472.1 EURO -4 BiFold Wood Door System EURO -4 BiFold Wood Door System-LMI, HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15472 R3 II EUR0001 RevO Bi -Fold HVHZ.odf Verified By: Robert 3. Amoruso, P.E. 49752 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +55/-55 Evaluation Reports Other: FL15472 R3 AE PER 2068 RevO 412-0214Euro- Wall HVHZ-Door.pdf 0000 Created by Independent jird P$rty: No • • . • • • • • . 15472.2 EURO -4 BiFold Wood Door System EURO -4 BiFold Wood Door see •LMI, Nen-HV• iSYsterr-HE •• 00 0 Limits of Use Approved for use in HVHZ: No Installation Instructions+ • •: • • • • FL15472 R3 II EUR0002 a",Bi-Fold NON-aVHZ.pdi' • • • • Verified By: Robert 3. Amcfiuso RE. 497 • • • • 00 Created by Independent Thira Party: Yes' "0 Evaluation Reports • • • • • • • • • • 00000 FL15472 R3 AE PER 20� Re,sO 412-0244 Euso-WalloWww•. Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: HVHZ-Door.pdf 000000 • • • Created by Independent 'Tird Ta isy: Yes. • • 0 • 0000•• 15472.3 Euro -C3 BlFold Aluminum Door Euro -C3 BiFold Aluminum Door•5y•stem - Large Missile Iwipa&j. System •• • • Non-HVHZ • .0: • Limits of Use Installation Instructions Approved for use in HVHZ: No FL15472 R3 II EUR0003 RevA C3 4Panel.pdf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: FL15472 R3 AE PER 2130 Revl 412-0612 Euro-Wall.pdf Created by Independent Third Party: Yes 15472.4 Euro -C3 BiFold Aluminum Door Euro -C3 BiFold Aluminum Door System - Non -Impact, Non - System HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: No FL15472 R3 II EUR0003 RevA C3 4Panel.pdf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports http://floridabuilding.org/pr/pr-app_dti.aspx?param=wGEVXQwtDgtep%2bDhVRQZHGiO"/2fg6vg3BBrobaJ8UENe6oBi%2febYxbkQ%3d%3d Page 2 of 3 Florida Building Code Online 5/12/15, 1:45 PM Other: FL1547 _ R3 AE PER 2130 Revl 412-0612 Euro-Wall.p�f Created by Independent Third Party: Yes .�Ck FN 0000 • • 0000 0000•• Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-48F1821 • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: A i e Ref ➢d �Statament • •0000• • Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to arpu k oef:ords request, do not send electronic • mall 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 SecUa➢ • • • • 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the t with an it aQQdress if they have • one. The emails provided may be used for official communication with the licensee. However email addresses are publi row" you da r�➢Lo supply aoppt address, please provide the Department with an email address which can be made available to the public. 7b determine If you are a licensee under Chapter 45, • please dick here. 000000 0 000 00000 Product Approval Accepts. 0 • 000 • • • 000000 • 0000•• • • • • 0 0 000••0 SQL'Yn'1 tit➢:Y tali:;:. 000000 �' 00.0 0 • •0• 000000 go a http://fioridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtep%2bDhVRQZHGiO%2fg6vg3BBrobaJ8UENeSoBi%2febYxbkQ%3d%3d Page 3 of 3 15472.5 Euro -C3 BiFold Aluminum Door Euro -C3 BlFold Aluminum Door System - Large Missile Impact, 15472.6 Euro -C3 BiFold Aluminum Door Euro -C3 BiFold Aluminum Door System - Non -Impact, HVHZ System HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use In HVHZ: Yes FL15472 R3 II EUR0004 RevA C3 413anel HVHZ.pdf Verified By: Robert 3. Amoruso, P.E. FL License No. 49752 Approved for use outside HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Other: Design Pressure: +70/-70 Evaluation Reports FL1547 _3t3 AE PER 2138 Revl 412-0612 Euro-Wall.pdf Other: FL15472 R3 AE EPDM Gasket Material Testing_pdf FL15472 R3 AE PER 2138 Revl 412-0612 Euro-Wall.pddf 15472.7 Created by Independent Third Party: Yes Euro -C3 BlFold Aluminum Door System, 10'- Large Missile .�Ck FN 0000 • • 0000 0000•• Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-48F1821 • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: A i e Ref ➢d �Statament • •0000• • Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to arpu k oef:ords request, do not send electronic • mall 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 SecUa➢ • • • • 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the t with an it aQQdress if they have • one. The emails provided may be used for official communication with the licensee. However email addresses are publi row" you da r�➢Lo supply aoppt address, please provide the Department with an email address which can be made available to the public. 7b determine If you are a licensee under Chapter 45, • please dick here. 000000 0 000 00000 Product Approval Accepts. 0 • 000 • • • 000000 • 0000•• • • • • 0 0 000••0 SQL'Yn'1 tit➢:Y tali:;:. 000000 �' 00.0 0 • •0• 000000 go a http://fioridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtep%2bDhVRQZHGiO%2fg6vg3BBrobaJ8UENeSoBi%2febYxbkQ%3d%3d Page 3 of 3 15472.6 Euro -C3 BiFold Aluminum Door Euro -C3 BiFold Aluminum Door System - Non -Impact, HVHZ System Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15472R33_II EUR0004 RevA C3 4Panel HVHZ.idf Verified By: Robert 3. Amoruso, P.E. FL License No. 49752 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: FL15472 R3 AE EPDM Gasket Material Testing. FL1547 _3t3 AE PER 2138 Revl 412-0612 Euro-Wall.pdf Created by Independent Third Party: Yes 15472.7 Euro -C3 BiFold Aluminum Door Euro -C3 BlFold Aluminum Door System, 10'- Large Missile System, 10' Impact, HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15472 R3 II EUR0006 RevOb C3 6Panel- Approved for use outside HVHZ: Yes lOFeetTall HVHZ.p_if Impact Resistant: Yes Verified By: Robert 3. Amoruso, P.E. FL License No. 49752 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Evaluation Reports FL15472 R3 AF PER 2233 RevO 413-0203 Euro-Wall.pdf Created by Independent Third Party: Yes .�Ck FN 0000 • • 0000 0000•• Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-48F1821 • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: A i e Ref ➢d �Statament • •0000• • Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to arpu k oef:ords request, do not send electronic • mall 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 SecUa➢ • • • • 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the t with an it aQQdress if they have • one. The emails provided may be used for official communication with the licensee. However email addresses are publi row" you da r�➢Lo supply aoppt address, please provide the Department with an email address which can be made available to the public. 7b determine If you are a licensee under Chapter 45, • please dick here. 000000 0 000 00000 Product Approval Accepts. 0 • 000 • • • 000000 • 0000•• • • • • 0 0 000••0 SQL'Yn'1 tit➢:Y tali:;:. 000000 �' 00.0 0 • •0• 000000 go a http://fioridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtep%2bDhVRQZHGiO%2fg6vg3BBrobaJ8UENeSoBi%2febYxbkQ%3d%3d Page 3 of 3 Arp"NAL. Product Evaluation Report Date: December 14, 2012 Report #: 2138 Report Revision No.: 1 Project #: 412-0813 Product Mfg.: Euro -Wall Systems, LLC 24100 Tiseo Blvd. Punta Gorda, FL 33980 Product Description: Euro -C3 BiFold Aluminum Door System — Large Missile Impact, HVHZ Euro -C3 BiFold Aluminum Door System — Non -Impact, HVHZ Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: Product Approval Rule 9N -3.005(1)(d) — Product Evaluation Report by a Licensed Professional Engineer Prepared By: Robert J. Amoruso, P.E. **see* Florida P.E. No. 49752 • • 0000 ••• PTC Product Design Group, LLC, PO Box 520775, Longwood,E(�gT52-0715:• Florida C of A No. 25935 686:06 CERTIFICATE OF INDEPENDENCE PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. ...... • •0• �®°p' ��,,Q`.•`'r � � ''°• �®'/tee ...... No 497;2 ems••• • a ' o STATE: OF :0 Z •:,�� PTC Product Design Group, LLC Project No. 412-0913 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2138 Page 1 of 5 FBPE Certification of Authorization No. 25935 .0000. 0000•• APIPFff ALW SCOPE Evaluate Euro -Wall Systems Euro -C3 BiFold Aluminum Door System — Large Missile Impact, HVHZ and Euro -C3 BiFold Aluminum Door System — Non -Impact, HVHZ for conformance to the 2010 Florida Building Code — Building and Residential Volumes including the High Velocity Hurricane Zone (HVHZ). The engineering analysis (Reference 3.a) determines the anchorage of the product to the supporting substrate and the product evaluation report (this document) summarizes 2010 FBC compliance verification and appropriate Limitations and Conditions of Use. DESCRIPTION OF PRODUCT - INSTALLATION REQUIREMENTS See Reference 1 for a description of the product, its installation and other pertinent data related to its approved use. CODE CONFORMANCE This product is designed to comply with the 2010 Florida Building Code (FBC) requirements including the High Velocity Hurricane Zone (HVHZ). The 2010 Florida Building Code (FBC) and 2010 Florida Residential Code (FRC) requirements specific to this product that have been met by testing (Reference 2), engineering evaluation (Reference 3) and depicted on the installation drawings (Reference 1) are the following. 0 2010 Florida Building Code (FBC), Building Volume 0 1609.1.2 Protection of Openings ."". 0 1626 High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris • 0 • 0 1715.5.2 Exterior windows, sliding and patio glass doors 0 0 0.. • • 0 0 0 1715.5.3 Exterior door assemblies • • •: • • • 096 6 0 1715.5.4 Anchorage methods • • • • 0000.. • • 0 2411.3 Doors and Operative Windows in Exterior Walls - HVHZ "" 000 0 .. "0 0 06.00. 0 606 0006• .. .. .. . 00000 . 2010 Florida Building Code (FBC), Residential volume 6..... o 6 . . R301.2.1.2 Protection of Openings .' 6 6 000000 o R4403.16 High Velocity Hurricane Zones - Impact Tests for Wind -Borne Qeb�i% 6 ; o R612.6 Exterior windows, sliding and patio glass doors 00 • * 6 D o; .6 000 ' o R612.8 Exterior door assemblies o R612.10 Anchorage methods o R4410.2.3 Doors and Operative Windows in Exterior Walls — HVHZ PTC Product Design Group, LLC Project No. 412-0913 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2138 Page 2 of 5 FBPE Certification of Authorization No. 25935 AFMFN ALW LIMITATIONS AND CONDITIONS OF USE This product evaluation report contains or makes reference to specifications, technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein. Specific limitations and conditions of its use including but not limited to the following are contained in Reference 1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 9N-3. • Design Pressure Rating (psf) • Installation restrictions. • Installation substrate requirements. • Product description. • Installation anchor requirements. • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by an approved Certification and Quality Assurance Entity National Accreditation & Management Institute (NAMI) as required in Rule 9N- 3.005(3). See FBC Organization No. CER1773 and QUA1789 for approval under Rule 9N-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 9N -3.005(1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test required by the Code for approval of products within the scope of the standard, except that project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." 999 Any modification to this product as evaluated in this report and approved by the Florida Building Com9mission is••�••• outside the scope of this evaluation and will be the responsibility of others. As allowed M jtt ig 9N-3. * " * *I (e), a • • project specific approval by the local authorities having jurisdiction may be used givemam approprtateralional9...:9 analysis is conducted and deemed acceptable to the local authorities having jurisdiction • • • • • • • 9999 9 9 PERFORMANCE AND TESTING STANDARDS SUMMARY69 99. ;;t;;• . .. 9• •• 69 • 699960 Reference 2 conducted testing to the following standard(s). See Reference 3.b for EquivaAWn valuation of test a procedures to the 2010 FBC/FRC. 0 • • • % • • 9 9.999.9 00 0 800 01. TAS201-94, Impact Test Procedures. 099' 2. TAS202-94, Criteria for Testing Impact & Non -impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 3. TAS203-94, Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. PTC Product Design Group, LLC Project No. 412-0913 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2138 Page 3 of 5 FBPE Certification of Authorization No. 25935 Arlp"s ALW MATERIAL CERTIFICATIONS 1) Laminated Glass Interlayer: a. Dupont Sentryglas interlayer material certification per NOA. No. 11-0624.02. 2) EPDM Glazing Gasket: a. Hexpo) Compounding — Burton Rubber Processing Test Report No. 75308 for Trelleborg Sealing Profiles, Compound No. RM260864 testing to ASTM C864-05 b. A2LA ISO/IEC 17025:2005 Accreditation of Hexpol Compounding — Burton Rubber Processing L Certificate No. 0121.01 ii. Certificate No. 1200.01 c. Trelleborg EPDM Glazing Gasket meets ASTM C 864-05 in accordance with the 2010 FBC, Section 2411.3.4 and 2010 FRC, Section R4410.2.3.4. REFERENCES & SUPPORTING DOCUMENTS 1) Drawings: a) EUR0004, Rev. 0, dated October 11, 2012, signed and sealed by Robert J. Amoruso, Euro -Wall Systems LLC, Euro -C3 BiFold Aluminum Door System - HVHZ, Installation Anchorage Details 2) Test Reports a) Intertek Testing Services Testing to TAS 202-94 i) Test Report No.100244636COQ-002, dated February 24, 2011 and Addendum Letter dated August 15, 2012 for testing to TAS 202-94, Test Results: Design Pressure = +/-70 psf. 0400 ii) Test Report No. 100118893COQ-003A, revised October 7, 2010 and Addendem Letter dated Adgust ...... 13, 2012 for testing to TAS 202-94, Test Results: Design Pressure= +/-70 psf *. • * ' „• ; •; • b) Intertek Testing Services Testing to TAS 201-94 and TAS 203-94 ***We* a*sofas* i) Test Report No. 100245458COQ-004A, revised September 8, 2011 and Adden&IV Letter0dated June :••••: 20, 2011 for testing to TAS 201-94 and TAS 203-94, Test Results: Design Prestuge r +/-70V f"' ease* c) Architectural Testing to TAS 202-94; Test Report No. C4820.01-401-18 and C453;V-61- 401-44 for 0 tional..:..' . . Sills. •• •• 00 • 000900 . ...... . 3) Reports *.9.:9 �••••0 a) PTC Report No. 2129, Anchorage Engineering for Euro -Wall Systems LLC, Euro-C3.WFoai Aluminwp.Door;••••; Systems, dated July 24, 2012, signed and sealed by Robert J. Amoruso. 0..' b) PTC Report No. 2138 -EER, Equivalency Evaluation to the 2010 FBC for Euro -Wall Systems LLC, Euro -C3 BiFold Aluminum Door System — LMI, HVHZ and Euro -C3 BiFold Aluminum Door System — Non -Impact, HVHZ, dated October 11, 2012, signed and sealed by Robert J. Amoruso. 4) Florida Building Code a) 2010 Florida Building Code (FBC), Building Volume i) 1609.1.2 Protection of Openings ii) 1626 High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris PTC Product Design Group, LLC Project No. 412-0913 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2138 Page 4 of 5 FBPE Certification of Authorization No. 25935 iii) 1715.5.2 Exterior windows, sliding and patio glass doors iv) 1715.5.3 Exterior door assemblies v) 1715.5.4 Anchorage methods vi) 2411.3 Doors and Operative Windows in Exterior Walls - HVHZ b) 2010 Florida Building Code (FBC), Residential volume i) R301.2.1.2 Protection of Openings ii) R4403.16 High Velocity Hurricane Zones - Impact Tests for Wind -Borne Debris iii) R612.6 Exterior windows, sliding and patio glass doors iv) R612.8 Exterior door assemblies v) R612.10 Anchorage methods vi) R4410.2.3 Doors and Operative Windows in Exterior Walls — HVHZ 5) EPDM Glazing Gasket Testing a) Hexpol Compounding —Burton Rubber Processing Test Report No. 75308 for Trelleborg Sealing Profiles, Compound No. RM260864 testing to ASTM C864-05 i) ASTM C864-05 is in the 2010 FBC and 2010 FRC. . • .... ...... •••••• •• • •••••• • •••• • ••••• •• •• •• • •••••• • • • • •••••• • • 00 PTC Product Design Group, LLC Project No. 412-0913 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2138 Page 5 of 5 FBPE Certification of Authorization No. 25935 . . ... . . . ... .. .. . . . .. .. . • EURO -WALL SYSTEMS, LLC EURO -C3 BIFOLD ALUMMUMWVOR,s��SM]ff - HVHZ • • • • • • • INSTAMATIONANCSORAGEDE7!M3 � * 086 • • • GENERAL NOTES: • • • • • :0. • ••• .90 • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE (FBC) INCLUDING THE HIGH VELOCITY HURRWANE4[0* (HIt2+tATWHODESKN PRESSURES STATED HEREIN. 1 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED INTERTEK TESTING SERVICES TEST REPORT NO. 100246.46 13, 1dEL &93:OC" W 1 W&4%36COQ-002, ADDENDUM LETTERS TO THESE REPORTS AND ASSOCIATED LABORATORY DRAWINGS. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. 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 ARCHITECT OR ENGINEER OF RECORD 4.1. IN ACCORDANCE WITH THE 2010 FBC, SECTION 2411.3.3.3, WOOD SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SECTION 23282 5. 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, SITE SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT. S. OPENING PROTECTION: B.I. IMPACT PRODUCTS GLAZED WITH GLAZING OPTION 2 ON SHEET 7: 6.1.1. WHEN USED IN AREAS INSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIRING OPENING PROTECTION, THIS PRODUCT COMPLIES WITH SECTIONS 1628 AND R4403.16 OF THE FBC AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS LARGE MISSILE IMPACT TESTING REQUIREMENTS OF TAS 201 AND TAS 203. 6.1 NON -IMPACT PRODUCTS GLAZED WITH GLAZING OPTION 1 ON SHEET 7: 821. THIS PRODUCT IS REQUIRED TO USE AN IMPACT PROTECTIVE SYSTEM THAT COMPLIES WITH THE FLORIDA BUILDING CODE IN THE HVHZ. 7. MATERIALS: 7.1. DOOR HEAD TRACK MATERIAL• EXTRUDED ALUMINUM 6063-T5. 72 DOOR SILL AND JAMB TRACK MATERIAL: EXTRUDED ALUMINUM 6083-T5. DESIGN PRESSURE RATING (PSF) IMPACT RATING DESIGN PRESSURE RATING (NSF) IMPACT RATING 7.3. DOOR PANEL STILE MATERIAL: EXTRUDED ALUMINUM 6083-T5. 7.4. DOOR PANEL STILE MATERIAL: EXTRUDED ALUMINUM 6083-T5. 7.5. ASTRAGAL MATERIAL: EXTRUDED ALUMINUM 6063-T5. +70.0%70.0 NON -IMPACT +70.01-70.0 LARGE MISSILE 7.8. IMPACT GLAZING INTERLAYER: 0.090° SENTRYGLAS BY DUPONT, NOA 11-0824.01 7.7. EPDM GLAZING GASKET: MEETS ASTM C 884-05 IN ACCORDANCE WITH THE 2010 FBC, WITH GLAZING OPTION 1 ONLY. SEE SHEET 7 FOR WITH GLAZING OPTION 2 ONLY. SEE SHEET 7 FOR SECTION 2411.3.4 AND 2010 FRC, SECTION 844102.3.4. GLAZING DETAIL. GLAZING DETAILS. S. HARDWARE -_.__ 8.1. PADDOCK MULTI -POINT LOCK MECHANISM WITH TOP AND BOTTOM HIGH INSTALLATION ANCHOR SCHEDULE SECURITY SHOOTSOLTS. 82 OFFSET HINGE WITH AND WITHOUT HANDLE BY EURO -WALL SYSTEMS, U.C. FRAME SUBSTRATE HEAD TYPE MANUFACTURER AND/OR SIZE� �T NBN. EDGE CAPACITIES BASED ON 8.3. TWINPOINT GEARSET WITH STAINLESS STEEL SHOOTBOLTS AND ALUMINUM COMPONENT SPECIFICATION DISTANCE IN RODS. 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-0401 GLASS CHARTS. ITW TAPCON (3) 1/4° 1 1/2 1 1/8 MIN. 2000 PSI CONCRETE BUT NOT LESS HEAD, SI LL OR THAN THAT REOIRED BY BUILDING CODE SEE SHEET 7 FOR GLAZING DETAILS. IAMBS CONCRETE Elco Ultracon 1/4° 1 3/8 1 MIN. 2500 P51 CONCRETE BUT NOT LESS 10. DESIGNATIONS °X° AND °O° STAND FOR THE FOLLOWING (AS APPLICABLE): THAN THAT REQ)RIZ) BY BUILDING CODE 10.1. X: OPERABLE PANEL 102. 0: FIXED PANEL ITW TAPCON (3) 1/4° 1 2 STRENGTHCONFORMANCE TO ASTM C-90, 11. IN ACCORDANCE WITH THE 2010 FBC, SECTION 2003.8.4 DISSIMILAR METALS IAMBS MASONRY SEE NOTE 4 MEDIUM WE] GHT DENSITY > 117 PCF INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING (BLOCK/CMU) BELOW. STRENGTH CONFORMANCE TO ASTM CAO, SHALL HAVE BEEN PROTECTED AS DEFINED IN SECTION 2003.8.42 Elco Uttracon MEDIUM WEIGHT HEADANDSILLWOOD(1) "--- "-'-- 13/8 7/8 '.---.............__._...- ------ ASME 818.6.4 (TAPPING SCREW) Minimum OF 0.55 JAMBS WOOD (2) ANSI 918.6.1 (WOOD SCREW) NO. 11/2 1 WOOD WITH A MINI MUM SPEC) FIC ASME B18.6A (TAPPING SCREW) OF 0.55 TOTES: FOR NO. 12 WOOD AND TAPPING SCREWS IF SPUTFI NG IS ACONCERN, DRILL 0.12° PILOT HOLE FOR WOOD FRAME INSTALLATION. 'J FOR NO. 14 WOOD AND TAPPING SCREWS IF SPLITTING IS A CONCERN, DRILL 0.134° PI LOT HOLE FOR WOOD FRAME INSTALLATION. WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE HEAD FRAME COMPONENT WI LL USE PAN HEAD WOOD/TAPPI NG SCREWS OR HEX HEAD CONCRETE SCREWS. SILLAND IAMB FRAME COMPONENTS WILL USE FLAT HEAD M 00 O I N 91 o a a TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL NOTES AND DESIGN PRESSURE RATINGS 2 APPROVED CONFIGURATIONS AND INSTALLATION NOTES 3 ELEVATION AND ANCHOR LAYOUT 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION - SILL OPTIONS 8 HORIZONTAL CROSS SECTIONS 7 1 BILL OF MATERIALS AND GLAZING DETAILS HEADANDSILLWOOD(1) "--- "-'-- 13/8 7/8 '.---.............__._...- ------ ASME 818.6.4 (TAPPING SCREW) Minimum OF 0.55 JAMBS WOOD (2) ANSI 918.6.1 (WOOD SCREW) NO. 11/2 1 WOOD WITH A MINI MUM SPEC) FIC ASME B18.6A (TAPPING SCREW) OF 0.55 TOTES: FOR NO. 12 WOOD AND TAPPING SCREWS IF SPUTFI NG IS ACONCERN, DRILL 0.12° PILOT HOLE FOR WOOD FRAME INSTALLATION. 'J FOR NO. 14 WOOD AND TAPPING SCREWS IF SPLITTING IS A CONCERN, DRILL 0.134° PI LOT HOLE FOR WOOD FRAME INSTALLATION. WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE HEAD FRAME COMPONENT WI LL USE PAN HEAD WOOD/TAPPI NG SCREWS OR HEX HEAD CONCRETE SCREWS. SILLAND IAMB FRAME COMPONENTS WILL USE FLAT HEAD M 00 O I N 91 o a a N � z F � N o c 0 � O 00 Wm L q W '' U] W NCO 8o _' a V1 taw/ Q 70_ ZZ0 B €8 � ;X � 9W 4 755�755Z '$ O v S W w f g @9 Robert J. Arnoruso, P.E. FL P.E. No. 49752 . . ... . . . ... • • • • • • • • • • 1.INSTALLATION ANCHOR QUANTITIES AND LOCATIONS: 1.1. JAMSS 1.1.1. JAMB INSTALLATION ANCHORS ARE COMPRISED OF TWO ANCHORS LYING IN THE SAME PLANE OR LOCATION AS SHOWN IN THE JAMB ELEVATION BREW OR • • SHEET 3. • • • 1.1.2.JAMS INSTALLATION ANCHORS ARE COMPRISED OF TWO ROWS OF ANCHORS (A3 MEASURED) ALONG THE HEIGHT OF THE JAMBS. • • • • • 1.1.3. SPACING OF THE TWO (2) INSTALLATION ANCHORS ALONG THE HEIGHT OF THE JAMBS SHALL BE AS SHOWN IN THE ELEVATION VIEW ON SHEET', • • 1.1.4. DISTANCE BETWEEN THE ROWS OF INSTALLATION ANCHORS SHALL BE AS FOLLOWS. • • • 1.1.4.1. FOR SECTION VIEW G5 AND 015, DISTANCE BETWEEN INSTALLATION ANCHOR ROWS IS APPROXIMATELY 13118'. • • 1.1.42 FOR SECTION VIEW B/4, DISTANCE BETWEEN INSTALLATION ANCHOR ROWS IS Y MINIMUM. 1.1.5. QUANTITIES OF INSTALLATION ANCHORS. 1.1.6.1. FOR THE 100' TALL DOOR (TESTED HEIGHT), A MINIMUM OF EIGHT (8) ANCHOR LOCATIONS AS SHOWN IN THE ELEVATION VIEW ON SHEET 3 ARE REQUIRED. EACH LOCATION REQUIRES TWO (2) ANCHORS SPACED APART AS DETAILED ABOVE. • • • • 1.1.82. FOR DOOR HEIGHTS LESS THAN 100', THE INSTALLATION ANCHORS CAN BE REDUCED BY ONE LOCATION EACH TIME THE ON CENTER SPACING (124 • • DECREASES TO 80% OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. • 000 1.1.6. SECTION VIEW HIS CAN BE EMPLOYED WHEN JAMB ANCHOR SPACING IS Y MIN IN WOOD, CONCRETE OR MASONRY SUBSTRATE. • • • 1.1.7. SECTION VIEW C/5 CAN BE EMPLOYED WHEN JAMS ANCHOR SPACING IS 13/18' IN CONCRETE OR MASONRY SUBSTRATE AND SHALL EMPLOY 2X BUCK�I�i • ATTACHED TO THE CONCRETEMASONRY SUBSTRATE IN ACCORDANCE WITH GENERAL NOTE 4. 1.1.8. SECTION VIEW DIS CAN BE EMPLOYED WHEN JAMB ANCHOR SPACING IS 13118' IN WOOD FRAMING SUBSTRATE. 12. HEAD 1.2.1. HEAD INSTALLATION ANCHORS ARE COMPRISED OF TWO ROWS OF ANCHORS (AS MEASURED) ALONG THE WIDTH OF THE HIM. 122. DISTANCE BETWEEN THE ROWS OF INSTALLATION ANCHORS IS SHOWN IN SECTION VIEW A/4 AND IS APPROXIMATELY 1.8N8'. 12.3. ANCHORS LOCATED ALONG THE TWO ROWS DO NOT NECESSARILY LIE IN THE SAME PLANE OR DATION. 12.4. QUANTITIES OF INSTALLATION ANCHORS. 12.4.1. FOR THE 180' WIDE DOOR (TESTED WIDTH), ANCHORS ARE LOCATED AS FOLLOWS - SEE ELEVATION VIEWIHEADERANCHOR LAYOUT ON SHEET 3. 12.4.1.1. EXTERIOR ANCHORS 12.4.1.1.1.A TOTAL OF SEVENTEEN (17) ANCHORS ARE INSTALLED. 1.2.4.1.12 FROM JAMB ENDS FIVE (5) ANCHORS ARE INSTALLED AT 4' FROM THE OUTSIDE OF THE JAMB, THEN 3' ON CENTER FOR THE REMAINING FOUR (4) ANCHORS. THIS IS APPLICABLE TO EACH SIDE OF THE HEAD. 12.4.1.1.3.BETWEEN THE JAMB END CLUSTERS, SEVEN (7) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT 16' MAX. 12.4.12. INTERIOR ANCHORS 1.2.4.121.A TOTAL OF TWELVE (12)ANCHORS ARE INSTALLED. 12.4.122 FROM JAMB ENDS ONE (1) ANCHOR IS INSTALLED AT W FROM THE OUTSIDE OF THE JAMB. THIS IS APPLICABLE TO EACH SIDE OF THE HEAD. 1.2.4.123. BETWEEN THE JAMB END ANCHORS, TEN (10) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT 14-11-- MAX 12.42 FOR DOOR WIDTHS LESS THAN 16W, THE INTERMEDIATE ANCHORS CAN BE REDUCED BY ONE EACH TIME THE ON CENTER SPACING (18' FOR EXTERIOR AND 14-I rZ FOR INTERIOR ANCHORS) DECREASES TO 60% OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. 12.4.2.1. END ANCHORS (CLUSTER OF FIVE AT EXTERIOR AND ONE AT INTERIOR) SHALL NOT BE REDUCED. 1.2.4.2.2. ONLY THE INTERMEDIATE ANCHORS SHALL BE REDUCED FOR DOOR WIDTHS LESS THAN 160' 1.2.4.3. FOR DOOR WIDTHS GREATED THAN 160', THE INTERMEDIATE ANCHORS CAN BE INCRFEASED AS REQUIRED TO MAINTAIN THE ON CENTER SPACING (16' FOR EXTERIOR AND 14 IW FOR INTERIOR ANCHORS) OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. 1.2.4.3.1. END ANCHORS (CLUSTER OF FIVE AT EXTERIOR AND ONE AT INTERIOR) SHALL REMAIN THE SAME. 1.2A.32. ONLY THE INTERMEDIATE ANCHORS SHALL BE INCREASED FOR DOOR WIDTHS GREATER THAN 16V 1.3. SILL 1.3.1. SILL INSTALLATION ANCHORS ARE COMPRISED OF TWO ROWS OF ANCHORS (AS MEASURED) ALONG THE WIDTH OF THE SILL. 1.32. DISTANCE BETWEEN THE ROWS OF INSTALLATION ANCHORS ARE SHOWN IN SECTION VIEW A/4 AND A/5 AND ARE APPROXIMATELY 2713--. 1.3.3. ANCHORS LOCATED ALONG THE TWO ROWS DO NOT LIE IN THE SAME PLANE OR LOCATION. 1.3.4. QUANTITIES OF INSTALLATION ANCHORS. 1.3.4.1. FOR THE 160' WIDE DOOR (TESTED WIDTH), ANCHORS ARE LOCATED AS FOLLOWS - SEE ELEVATION VIEW/SILL ANCHOR LAYOUT ON SHEET 3. 1.3.4.1.1. EXTERIOR ANCHORS 1.3A.1.1.1.A TOTAL OF THIRTEEN (13)ANCHORS ARE INSTALLED. 1.3.4.1.12. FROM JAMB ENDS ONE (1) ANCHOR IS INSTALLED AT S' FROM THE OUTSIDE OF THE JAMS. THIS IS APPLICABLE TO EACH SIDE OF THE SILL. 1.3.4.1.1.3. BETWEEN THE JAMB END ANCHORS, ELEVEN (11) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT IT MAX 1.3.4.12. INTERIOR ANCHORS 1.3.4.12-1.A TOTAL OF SIXTEEN (18) ANCHORS ARE INSTALLED. 1.3.4.1.22. FROM JAMB ENDS TWO (2) ANCHORS ARE INSTALLED AT 2- FROM THE OUTSIDE OF THE JAMB, THEN 1.3W ON CENTER FOR THE ADDITIONAL ONE (1) ANCHOR. THIS IS APPLICABLE TO EACH SIDE OF THE SILL 1.3.4.123. BETWEEN THE JAMB END CLUSTERS, TWELVE (12) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT 12' MAX 1.3.42 FOR DOOR WIDTHS LESS THAN 16T, THE INTERMEDIATE ANCHORS CAN BE REDUCED BY ONE EACH TIME THE ON CENTER SPACING (12- FOR EXTERIOR AND 12' FOR INTERIOR ANCHORS) DECREASES TO �% OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. 1.3.4.2,1. END ANCHORS (CLUSTER OF TWO AT INTERIOR AND ONE AT EXTERIOR) SHALL NOT BE REDUCED. 1.3.4.2.2. ONLY THE INTERMEDIATE ANCHORS SHALL BE REDUCED FOR DOOR WIDTHS LESS THAN 180' 2. ANCHORS ARE TO MATCH TYPE, SIZE, EDGE DISTANCE AND EMBEDMENT OF THOSE SHOWN IN THE INSTALLATION ANCHOR SCHEDULE SHOWN ON SHEET ONME FOR THE RESPECTIVE SUBSTRATE 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(% MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING). 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 6. 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. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 1. • ••• • ••• ,•; •APjR6ME!D CONFIGURATIONS • 2 -PANEL -tPWT • • • E OR W • 2 -PANEL - 2RIGHT EXTERIOR VIEW 2 -PANEL -1LEFT/1RIGHT EXTERIOR VIEW 3 -PANEL - 3LEFP EXTERIOR VIEW 7 3 -PANEL - 3RIGHT EXTERIOR VIEW 3-PANEL-1LEFf/2RIGHT EXTERIOR VIEW 4-PANEL-1LEHT/3RIGHT 4 -PANEL - 3LMARIGHT EXTERIOR VIEW 4 -PANEL - 2LEFf/2RIGHT EXTERIOR VIEW 4-PANEL-4LEFC EXTERIOR VIEW 4 -PANEL • 4RIGHT EXTERIOR VIEW NOTE: APPROVED CONFIGURATIONS ABOVE ARE POSSIBLE ARRANGEMENTS THAT ARE ALLOWED BASED ON NOT EXCEEDING THE MAXIMUM TESTED PANEL SIZE AS SHOWN IN SHEET 3 ELEVATION. OTHER ARRANGEMENTS ARE ALLOWED IF NOT EXCEEDING THE MAXIMUM PANEL SIZE AND USING APPROVED VERTICAL CONDITIONS. U 1-4 1-4 qq �a ut�j, m ✓-' W l p OQ zs ;�O 0 9W OO mC9 Robert J. Amoruso, P.E. FI_ P.E. No. 49762 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3" MAX. 4" MAX. 3" MAX. �,+�� 16" MAX. 1 9/16" MIN. 3" MAX' 3" EITFMOR • i :' .QrC ;6 SEPARATION 3" MAX. -- I I-14 1/2 " MAX. HEADER ANCHOR LAYOUT D.C. TYP. LEFT SIDE OF HEADER SHOWN. RIGHT SIDE IS WKNlICFL, •• ••• 160" MAX. O.A. FRAME %rDjl ' 39" O.A. 39" O.A. • •39" sO.a INTERIOR 1 3/4" • • • • - • • • • • • •• • ' ' " • • •• i 39• G/3 O.A. PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 4 g o M 20 a 12" MAX. � z a U1 @ 0o �o z TYP. Q' o z swc JIM a L mcg 111 O 12" MAX. O.C. TYP. _ TWO (2) INSTALLATION ANCHORS PER LOCATION 6" MAX. SEE SILL ANCHOR LAYOUT A BELOW FOR ANCHOR SPACING 5 1 3/4" MAX. 12" MAX. 2" MAX. - --I 12" MAX. O.C. TYP. 27/32" MIN. SEPARATION12" MAX. 9" MAX. O.C. TYP. ELEVATION AND ANCHOR LAYOUT F 1 5/32" SEE HEADER ANCHOR LAYOUT ABOVE FOR ANCHOR SPACING 95 15/16" OA. PANEL HEIGHT _ 100" MAX. O.A. FRAME HEIGHT EXTERIOR VIEW A INTERIOR L SILL 1 23/32" SILL ANCHOR LAYOUT EXTERIOR 15/16" IDE OF SILL SHOWN RIGHT SIDE IS IDENTICAL a 1 a1 1-404 a o r o N 0 g o M 20 a U) oaa � z a U1 @ 0o �o z Q' o z swc JIM a L mcg 111 O Robert J. Amoruso, P.E. ' FL P.E. No. 49752 .. .. . . . .. .. . . . . . . . . . . . • MIN. EDGE DIST. 1 9/16" MIN. VARIES, SEE ANCHOR SCHEDULE SHEET 1 SEALANT VARIES. SEE ANCHOR SEPARATION BY OTHERS El—Robert 1/4" MAX SHIM SCHEDULE SHEET 1 • • • • • • • • • • • • SCHEDULE SHEET 1 MIN. EMBEDMENT -- - VARIES. SEE ANCHOR SCHEDULE SHEET 1 ��"'��,eEg •• • • • • • • •• • • • • •• • o SUBSTRATE VARIES. MIN. •EMBEDMENT • • 0 • • 1 SEE ANCHOR VARIES, SEE AACHOR • 0 • • • • • N SCHEDULE SHEET 1 SCHEDULE SHEET 1 • • • • •• ••• •• PERIMETER SEALANT 1/4" MAX, • • • • • • • • • • • • • • • • • • • BY OTHERS SHIM SEALANT • • • • 1 • • • • • • • • BY OTHERS N f4 INSTALLATION ANCHOR 1 VARIES, SEE ANCHOR U7 SCHEDULE SHEET 1 o 5 w H U� w 00 0 ZZ 10 D a = o g a a �� NON -IMPACT GLASS, ITEM 10, SHOWN. SEE p, o 9Lu p SHEET 7 FOR I mcg ADDITIONALLY APPROVED 0 IMPACT GLAZING OPTION. a i 6 W EXTERIOR INTERIOR 11 INSTALLATION ANCHOR \ J VARIES, SEE ANCHOR SCHEDULE SHEET 1 SEALANT PERIMETER SEALANT BY OTHERS BY OTHERS El—Robert 1/4" MAX SHIM SUBSTRATE VARIES. J. Amon, P.E. SEE ANCHOR FL P.E. No. 49762 SCHEDULE SHEET 1 MIN. EMBEDMENT -- - VARIES. SEE ANCHOR SCHEDULE SHEET 1 ��"'��,eEg MIN. EDGE DIST. 27/32" MIN. VARIES, SEE ANCHOR SEPARATION SCHEDULE SHEET 1 A VERTICAL CROSS SECTION 4 WITH STANDARD SILL TRACK W/RISER (SEE SHEET 5 FOR ADDITIONAL SELL OPTIONS) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 10 NON—IMPACT GLASS, ITEM 10, SHOWN. SEE10 NON—IMPACT GLASS, ITEM p 9 SHEET 7 FOR • • • • • • • • • • • 10, SHOWN. SEE ADDITIONALLY APPROVED • • • • • • • U • 9 SHEET 7 FOR IMPACT GLAZING OPTION. • • • • • • • • • ADDITIONALLY APPROVED • • • • • IMPACT GLAZING OPTION, 6 15 SHOWN • • • • • • 6 EXTERIOR 16 SEE SHEET 7 15 SHOWN EXTERIOR 18 SEE SHEET 7 13 INTERIOR • • • • • • • • • • • INSTALLATION ANCHOR o • • .0. • • • • 14 INTERIOR VARIES, SEE ANCHOR • 000 • • • • • • SCHEDULE SHEET 1 SANT • iNSTi "'nOM Ai10HOR SEALANT PERIMETER SEALANT BY OTHERS • O ARIESp Sff ANCHDR • • BY OTHERS 1/4" MAX. BY OTHERS 1/SHIM • • PERIMETER SEALANT SEHEDl1LE SPIE Ep • SHIM F (OPTIONAL) (OPTIONAL) BY OTHERS SUBSTRATE VARIES. SUBSTRATE VARIES. T SEE ANCHOR SEE ANCHOR SCHEDULE SHEET 1MIN. EMBEDMENT SCHEDULE SHEET 1 MIN. EMBEDMENT VARIES. SEE ANCHOR VARIES. SEE ANCHOR SCHEDULE SHEET 1 SCHEDULE SHEET 1 MIN. EDGE DIST. 27/32" MIN MIN. EDGE DIST. 27/32" MIN. VARIES. SEE ANCHOR SEPARATION VARIES. SEE ANCHOR SEPARATION SCHEDULE SHEET 1 SCHEDULE SHEET 1 UVERTICAL CROSS SECTION A VERTICAL CROSS SECTION C, WITH STANDARD SIU TRACK W/O RISER 5 WITH ADA SILL TRACK W/O RISER ALTERNATE SILL ❑PTI❑NS (TESTED TO 0,15 CFM/FT2 AT A POSITIVE TEST PRESSURE ❑F 1.57 PSF) (TESTED TO 0,33 CFM/FT2 AT A POSITIVE TEST PRESSURE ❑F 6,24 PSF) 10 NON—IMPACT GLASS, REM 10, SHOWN. SEE 10 NON—IMPACT GLASS, ITEM 9 SHEET 7 FOR 10, SHOWN. SEE D p ADDITIONALLY APPROVED 9 SHEET 7 FOR IMPACT GLAZING OPTION. ADDITIONALLY APPROVED IMPACT GLAZING OPTION. 6 15 SHOWN 6 15 SHOWN EXTERIOR 16 SEE SHEET 7 EXTERIOR 16 SEE SHEET 7 INSTALLATION ANCHOR 13 INTERIOR INTERIOR VARIES, SEE ANCHORSEALANT INSTALLATION ANCHOR 14 SEALANT SCHEDULE SHEET i BY OTHERS VARIES, SEE ANCHOR BY OTHERS SCHEDULE SHEET 1 PERIMETER SEALANT PERIMETER SEALANT BY OTHERS ° ° BY OTHERS +� SILL EMBEDDED IN CONCRETE a .• 4. SILL EMBEDDED IN CONCRETE ° ° ° • ' SUBSTRATE. SEE ANCHOR MIN. EMBEDMENT MIN. EMBEDMENT ° '°' . 6 SUBSTRATE. SEE ANCHOR '' < °,., SCHEDULE SHEET 1. ° e °. . SCHEDULE SHEET 1. <'° •'•'" VARIES. SEE ANCHOR " VARIES. SEE ANCHOR °., ° " SCHEDULE SHEET 1 q .' SCHEDULE SHEET 1 A 4' MIN. EDGE DIST. 27/32• MIN MIN. EDGE DIST. 27/32" MIN. VARIES. SEE ANCHOR SEPARATION VARIES. SEE ANCHOR SEPARATION SCHEDULE SHEET 1 SCHEDULE SHEET 1 %AIVERTICAL CROSS SECTION A VERTICAL CROSS SECTION \IV WITH STANDARD SILL TRACK W/O RISER S WITH ADA SILL TRACK EMBEDDED IN CONCRETE SUBSTRATE EMBEDDED IN CONCRETE SUBSTRATE Robert J. Amonrso, P.E. FL P.E. No. 49752 No 49752 INI L STATE OF . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 1/4" MAX • • • • • • • •' • SHIM • A i%2"• MIN.* • •�/4-MAX. 0EMWgME1VT ; I• ; sAIAo M o ' SEPARATION '- g #14 WOODL4. SEALANT 10, SHOWN. SEE 3 INTERIOR • • • • e • • • • 3 INTERIOR N BY OTHERS SHEET 7 FOR [— e09 SCREW PERIMETER SEALANT ADDITIONALLY APPROVED U) 6� S BY OTHERS IMPACT GLAZING OPTION. EXTERIOR 4 ea •: MIN. EDGE DIST.NON–IMPACT U1 z BY OTHERS gg SEE ANCHOR SUBSTRATE VARIES. L 10 '� 10 1- GLASS, ITEMVARIES. SHEET 1 o 10, SHOWN. SEESCHEDULE SEE ANCHOR SCHEDULE SHEET 1 • 9 13/18" MIM • • SEP 5TAONi i i • W 9 7FF � SHEET 7 FOR SEAOTHERS m BY ADDITIONALLY APPROVED O � IMPACT GLAZING OPTION. • . i • • • PERIMETER SEALANT MASONRY/CONCRETE VARIES, SEE ANCHOR BY OTHERS BY OTHERS SCHEDULE SHEET 1 g ORIZONTAL CROSS SECTION 2" MIN.Bff ' SEPARATION I NON–IMPACT GLASS, ITEM #14 WOODL4. SEALANT 10, SHOWN. SEE W O7 BY OTHERS SHEET 7 FOR [— e09 SCREW PERIMETER SEALANT ADDITIONALLY APPROVED U) 6� S BY OTHERS IMPACT GLAZING OPTION. EXTERIOR MIN. EDGE DIST.NON–IMPACT U1 z BY OTHERS SEE ANCHOR C HORIZONTAL CROSS SECTION GLASS, ITEMVARIES. SHEET 1 6 2R BUCK OVER MASONRY/CONCRETE INSTALLATION 10, SHOWN. SEESCHEDULE a � SHEET 7 FOR SEAOTHERS m BY ADDITIONALLY APPROVED O � IMPACT GLAZING OPTION. INSTALLATION ANCHOR PERIMETER SEALANT MASONRY/CONCRETE VARIES, SEE ANCHOR BY OTHERS BY OTHERS SCHEDULE SHEET 1 g ORIZONTAL CROSS SECTION 6 ALTERNATE INSTALLATION SUBSTRATE AND ANCHORS VARY, SEE ANCHOR SCHEDULE SHEET 2 1 1/2" MIN. 1/4" MAX. EMBEDMENT SHIM INTERIOR INTERII I13/16" MIN. SEPARATION I #14 WOOD SCREW EXTERIOR v v NON–IMPACT GLASS, ITEM 10, SHOWN. SEE SEALANT SHEET 7 FOR BY OTHERS ADDITIONALLY APPROVED IMPACT GLAZING OPTION. 2X W000 FRAMING PERIMETER SEALANT BY OTHERS BY OTHERS D HORIZONTAL CROSS SECTION 6 2X WOOD FRAMING INSTALLATION EXTERIOR (ngORIZONTAL CROSS SECTION \11v NON—IMPACT GLASS, ITEM 10, SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTION. Robert J. Amonuso, P.E. FL P.E. No. 49762 EXTERIOR I NON–IMPACT GLASS, ITEM SEALANT 10, SHOWN. SEE W O7 BY OTHERS SHEET 7 FOR [— e09 PERIMETER SEALANT ADDITIONALLY APPROVED U) 6� S BY OTHERS IMPACT GLAZING OPTION. t 2X WOOD BUCK U1 z BY OTHERS C HORIZONTAL CROSS SECTION a 6 2R BUCK OVER MASONRY/CONCRETE INSTALLATION a � m O � OR & 1 n W EXTERIOR (ngORIZONTAL CROSS SECTION \11v NON—IMPACT GLASS, ITEM 10, SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTION. Robert J. Amonuso, P.E. FL P.E. No. 49762 15/16" O.A. 5/32" TEMPERED Irl 5/32" TEMPERED 1 11/16" GLASS EXTERIOR EPDM DRY GLAZED 11 GASKETS INTERIOR OGLAZING OPTION 1 3 15/16" NONIMPACT 1/4" ANNEALED - 0.090" SENTRYGLAS BY DUPONT 11/16" GLASS 16I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... . BILL OF MATERIALS • ITEM # PART # DESCRIPTION MANUFACTURER MATERIAL 1 HEAD TRACK SAPA ALUMINUM 6063-T5 2 SILL TRACK SAPA ALUMINUM 6063-T5 3 JAMB TRACK SAPA ALUMINUM 6063-T5 4 DOOR STILE SAPA ALUMINUM 6063-T5 5 DOOR PANEL TOP RAIL SAPA ALUMINUM 6063-T5 6 DOOR PANEL BOTTOM RAIL SAPA ALUMINUM 6063-T5 7 GLAZING STOP SAPA ALUMINUM 6063-T5 8 ASTRAGAL SAPA ALUMINUM 6063-T5 9 9/16" LAMINATED IMPACT GLASS 10 15/16" IGU NON -IMPACT GLASS • 11 EPDM DRY GLAZING GASKET TRELLEBORG SEALING PROFILES U.S. INC. EPDM MEETING ASTM C 864-05 12 EC3 REDUCER 14MG SAPA ALUMINUM 6063-T5 13 STANDARD SILL TRACK W/O RISER SAPA ALUMINUM 6063-T5 14 ADA SILL TRACK SAPA ALUMINUM 6063-T5 15 SWEEP WITH STRAIGHT RUBBER RUBBER 16 SWEEP WITH ROUND RUBBER RUBBER 15/16" O.A. 5/32" TEMPERED Irl 5/32" TEMPERED 1 11/16" GLASS EXTERIOR EPDM DRY GLAZED 11 GASKETS INTERIOR OGLAZING OPTION 1 3 15/16" NONIMPACT 1/4" ANNEALED - 0.090" SENTRYGLAS BY DUPONT 11/16" GLASS 16I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... . ••• • ••• • • •• • • •• • • •• • • • • • • • • • • • • ••• • ••• • .25" •• • • •• ••• •• • ••• • • • • •• • 1!25' • • • • • • STRAIGHT SWEEP ITEM NO. IS 9/16" O.A. 1/4" ANNEALED EPDM DRY GLAZED 11 GASKETS EXTERIOR II II INTERIOR OGLAZING OPTION 2 9/16" LARGE MISSILE IMPACT {-- .25" I 1.16" R.22" ROUND SWEEP ITEM NO. 16 H U N a 0 u- U1 ODW w .03 ul w �� zz rte+ a m 0 0 kilig W m gg W 0 p Robert J. Amoroso, P.E. FL P.E. No. 49752 No 49752 ILIw11 � STATE OF M I®MADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES OMR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eav/economy PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Mann -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as -described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "SS 3500" Aluminum Storefront System - LALL APPROVAL DOCUMENT: Drawing No. MD -3500 -LM, titled "Series Store nt Systems, Details - LM", sheets 1 through 10 of 10, dated 10/05/12 with the latest revision dated 01 i08/13,'pmpared by.. • • manufacture, sign an s y ony ynn ii%r; ri: bearing a iam exit Co�untytrOduct e. Control Section Approval stamp with the Notice of Acceptance number and AppfdcV'date by't11e Miami""" Dade County Product Control Section. a... • •. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' .... • *00 ..... • LABELING: Each unit shall bear a permanent label with the manufacturer's itL'Or logo,' clt�l statd; "' • .... .. ...... model/series, and following statement: "Miami -Dade County Product Control App �o � � , unless p erevise • • noted herein.• . . . . ...... RENEWAL of this NOA shall be considered after a renewal application has beeg filgd and there as beep... no change in the applicable building code negatively affecting the performance of thItprdduct..' ' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-1005.01 Mt D/►DE UfdTY ,� Expiration Date: January 17, 2018 �,�o�►�! Approval Date: January 17, 2013 Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. NOD--3500--LK titled "Series Storefront System Details - LM", sheets 1 through 10 of 10, dated 10/05/12 with the latest revision dated 01/08/13, prepared by manufacture, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Tests, per ASTM E 547-00 (2009), ASTM E 331-00 (2009) and FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, T4$.202-94 2) Large Missile Impact Test per FBC, TAS 2,01-94 *00000 • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TA9 203-94. • ; • ; • along with marked -up drawings and installation diagram"' §forefront 'system;' prepared by Fenestration Testing Laboratory, Inc., Test Reporc5tiXq.FTI$-7248, datted...: 01/04/13, signed and sealed by Marlin D. Brinson, P. E. ' • • • •' :""' • • • • • ...... .... ..... C. CALCULATIONS • • • • • • • • • • • • 1. Anchor calculations and structural analysis, complying with F$C--2010, prepared by.... % manufacture, dated 12/17/12, signed and sealed by AnthonyL hiller, 2. Glazing complies with ASTM E1300-04 .. . . ... . .. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11--0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11 exp' ' g on 01/14/17. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1005.01 Expiration Date: January 17, 2018 Approval Date: January 17, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'I"I'ED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed, ASTM D395B 22 HRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by manufacture, dated 10/04/12, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL-7137, dated 12/10/12 and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson, P. E. 3. Proposal issued by Product Control, dated 10/05/12, signed by Manuel Perez, P. E. G. OTHERS 1. None. Jaime D. Gascon, P.E. Product Control Section Supervisor NOA No. 12-1005.01 Expiration Date: January 17, 2018 Approval Date: January 17, 2013 E-2 0000 0000.0 .. 0000 0000.. 0000.. 0000 0000.. 0000 . 0000. 0000.. 0 000 00000 0 . . 0000 ..0. 0000.0 00 :00:0: .. . . . . 0000.. :000-- 0 . 000000 .. 000000 0 Jaime D. Gascon, P.E. Product Control Section Supervisor NOA No. 12-1005.01 Expiration Date: January 17, 2018 Approval Date: January 17, 2013 E-2 GENERAL NOTES: SS -3500 IMPACT -RESISTANT STOREFRONT SYSTEM• 000 • • • • • • • • ALL SHAPES, ROUND OR ANGLED. ALLOWED. •SE61TA•I FA 3 & 4, SIFT 6 SO, FOR • • • 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE ANCHORAGE TO BE AS HALF -ROUND &TAPE •CLD3ITER A1ICHOPiOUA f" jS • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY • • • • RE J" ZONE WHA EX 1 EX 2 • •SED TgA16LE3 F&�9 • • • • T 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MID -PANEL ANCHOR QUANTITY 3) USE ONLY APPROVED FASTENERS PER TABLE 1, SHEET 2. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PNE, ASTM COD CONCRETE MASONRY UNITS (CMU) AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 1. SHEET 2. FOR GROUT -FILLED CMU, ANCHORS WERE EVALUATED WITH ONLY THE CELL RECEIVING THE ANCHOR FILLED. 4) ALL WOOD BUCKS LESS THAN 14PC THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO MIN r LENGTH OF SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112' THICK OR GREATER. IX AND ANCHOR CHANNEL, 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO PART 9 7, REQ. AT THE STRUCTURE WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF ALL ANCHOR THE ENGINEER OR ARCHITECT OF RECORD. LOCATIONS IN CURVED HEADER E S) ANCHOR EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L18E ANCHOR OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 1, SHEET L INSTALLATION ANCHORS SHOULD BE SEALED. ALL FRAME JOINTS MUST BE MAX 8° FROM 8�'TART SEAMSEAIED. OVERALL SFALING/FLASHING STRATEGY FOR WATER RESISTANCE OF OF BEND INSTALLATION SHALL BE DONE BY OTHER AND IS BEYOND THE SCOPE OF THESE 1�' INSTRUCTIONS. HEIGHT 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. T -- WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS SEE O.C. SPACING IMPOSED ON THEM BY THE WINDOW. ON TABLES 6 & % 7) DESIGN PRESSURES: SHEET 7 A A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME 1 ANALYSIS AND GLASS PER ASTM E1300, SEE SHEETS 2, 6, 6 & S. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1S00, SEE SHEETS 2, 5.6 & 9. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 8' MAX. LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 9) DISSSNLAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, HEAD SIMILAR ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO FOR PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE RECTANGULAR 10) REFERENCES: TEST REPORTS FTL-7137 & 7208; ELCO ULTRACON NOA; ELCO TRAPEZOIDAL, CRETEFLEX NON ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM EYEBROW OR DESIGN MANUAL SIMILAR CORNER ASSEMBLIES INSTRUCTIONS: 1) DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE OSCE 7 STANDARD. THE PRODUCTS DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE 2) DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 2. 3) DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET2. 4) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO ANCHORAGE FROM TABLES 3 OR 4, SHEETS 8.8 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHOR REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE B) JAMB ANCHOR SPACING IS GIVEN IN TABLES 6 & 8, SHEET 7 AND HAVE BEEN CALCULATED FOR THE PRODUCTS MAXIMUM OP. 8) DETERMINE THE MIOPANEL ANCHOR QUANTITIES FROM TABLES 7 & 8, SHEET S. 7) IF THE WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION, DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9, SHEET 9. 8) THE LOWEST DESIGN PRESSURE FROM 3.4 & 8 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. BA& Lm t6JS� Ni�1 `sem E u u SHEEP 3 II II u u u / u II II II II n n u A n Il SHEET II it 4 it ii 6&1/4' ii u MAX DLO II II II II It I u 11 II II II BEE TABLES 7 & 8, SHEEPBFOR ANCHOR QUANTITY TYP. ELEVATION OF STOREFRONT SYSTEM _�\\111t1111//t, � cam? •' \,\GENSLc • • �Q ~ *' NO. 58705 *' 'ST TF OF ss/ONA1 , V,"" A LYNN MILLER• P.E T, SEE 9 80' WIDTH - --► S, SHEET 3 D / SHEET 4 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE I I I I FOR ATTACHED I--I-�----- DOORrtRANSOM, ==1====== SEE SEPARATE APPROVAL � D I I 1 I II 1 II 1 u 1 u � 1 p I I II I u , lI I / uul uuI u 1 / +1 lu i I C Iii 1C SHEET I II 1 --- 4 II I---- II g I I SEE TABLES 3 & 4, — — SHEET 6 & 6. FOR ANCHOR QUANTITIES. evised By: Dote: ® RDescription: ELEVATION 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Revision: CONTENTS SHEET GENERALNOTES ........... .......... 1 ELEVATIONS .» ..............................1 ANCHOR TYPES ...........................2 GLAZING DETAILS ........................2 VERT. SECTIONS ..........................3 HORIZ. SECTIONS ........ .............. 4 HEAD/SILL ANCHOR OF._...... ...... 6.8 JAMB ANCHOR SPACING ...- ........ 7 MID -PANEL ANCHOR QTY. ... ...... 8 MULLION DP .................... -- ......... 9 EXTRUSION PROFILES................10 PARTS UST/CORNER DETAILS 10 J ROSOWSKI STOREFRONT SYSTEM DETAILS - LM 110/05/12 1 SS -3500 I NTS 11 OF 10 I MD -3500 -LM I RO TAEILE 9• tF COMBINED WITH STOREFRONT ENTRANCE DOOR (SEE SEPARATE APPROVAL),THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Window Wap Glass Capacity (ps1) �.�� :.•''�CENSF • .. •P �� GLASS STACK Nornlrml Dim. GLASS STACK 4114'A101111111lED • • •GLpSg f Van Tvae Edge Frame width Frame Width Frame Height p I B C 0 E F 24in 90 in 911.0 MO Ina MO Mo 80.0 120.0 SOA 120.0 90.0 Ma Im 1310 __ 1Mo Mo 600 Me90.11 1Mo MO MO 1711.0 48ln Bain rz1n Sao MO Mo MO 800 1100 1000 89.9 Bao Ilan Sao MO IMO 6DIn Oslo 82.4 Sao IMO MO 80.0 1100 MO Mo rzln =10 Mo 241n 201n 78in Sao Bao 120.0 Sao MO SMO Mo Bao MO Sao MO 2310 SIM 42In MO MO Me Sae MO 1100 MO Bao IMO MO MO 1100 481n 841n S" Mo IMA MO Mo Mo as Mo Mo MO MO SMO In S61n 77A MO Mo 84.1 MO ]MO 320.0 ]MO 7210 SMO 1100 241" 301n 1040 Mo MO 1100 Mo Bao 1100 MO MO Mo no 800 110.0 381n Mo Mo Mo no Me 3310 �0_ Mo 120.0 Mo MO MO n Bal" � �i� Mo IMG Mo acro 1m,o 3410 900 7&1 MO 120.0 as Mo SMO .0 1Ma 661n n )1000 1310 !04`11 1100 241" 3010 9oln MA Ba o 110 0 911.0 M O 1210 MO MO IMO 90A MO 7310 36in 421n MO MO 12MO MO MO =0 MO MO M.0 MO MO 1310 481n S41n MS MO IMO 866 MO 120,0 IMA 1100 601n OBI" rzin 1 20.0 1310 500.0 MOA 100.0 =0 24 In Mtn IMA 900 BOA 12MO MO MO 1100 Sao MO Mo Mo MO MO 361n 42 in 900 Mo SMO I Mo MO 3310 MO MO =0 I MO MO IMO 48In 97.7sin 7611 MO 3100 83.2 MO 2=0 3M,0 Mo 68th 721n IMO =0 Mo 1MO 241n 301n 10210 9011 MO 210.0 MO MO ]MO 900 MO MO MO Me =0 36in 42in MO MO MO 90.0 MO 2100 8&I Mo 2310 MO 100 31011 4810 Min 120.0 Mo MO Mo 6oln Win IMO I I SMO 1000 1 1 IMO tF COMBINED WITH STOREFRONT ENTRANCE DOOR (SEE SEPARATE APPROVAL),THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. •. .. . . . .. .. • • . . . . • . • • . Window Wall Glass Capacity (psf) �.�� :.•''�CENSF • .. •P �� GLASS STACK Nominal DIM GLASS STACK 4114'A101111111lED • • •GLpSg f Val • i • 1/4' HEAT- I • STRENGTHENED Edge Frame width Forme Ifilaht A a C I 0 E F 24[A Win IOB10 911.0 BDA Ina Mo MO Mo MO MO IMO 9011 MO Mo min 4210 911.0 SOLD 1211 940 MO 320.0 BDA Mo 1200 MA MO 32a0 Min so in O 120 0 1OO.0 win BB in 0 SODA 0 1000 2410 So in 11410 90.0 MO 0 MO 8110 SMO Mo MO Mo 90.0 Bao 12U 3610 4210 Mo MO 0 Mo MO Mo o 12MO Q810 sato SIM 0 120.0 0 1000 0 1000 Min 3010 1201" 111.0 MO 0 90A MO 12M SDA MO 0 90,0 MO 12- 120 3610 4210 900 MO Mo 90A MO 320 120 4810 S4M ®10 o 1200 O 2100 1040 2410 901" Ism MLO MO 3✓g l.aM Dtemafer MO MO 12MO Mo MO 90.0 Mo 1200 SIM 42 tn MO MO 911.0 MO 1100 MO 4810 Sala 1060 0 2410 2010 'Min 900 Mo 0 SOA MO IMO 8060 Mo 1100 Mo MO 1100 86111 421. ]MO IMO =0 3M0 48in gain 1040 IMO 10110 1040 Mo 3010 Into 90.0 MO 120 MO MO IMO MO MO 120 90.0 MO 2240 3611 4261 4810 Ito 12MO 1100 200.0 Mo 1000 IO in 9010 14410 Mo MO 120 MO MO IMA 913.0 MO 1100 940 80.0 1240 Iain 421n ]MLO 1240 300.0 1000 4810 WOM 3040 •. .. . . . .. .. • • . . . . • . • • . on m ��li��j SITE O ®GLASS TYPE s 4J_. tr T�QLIE 1: Anchor �.�� :.•''�CENSF • .. •P �� GLASS STACK MM. GLASS STACK 4114'A101111111lED • • •GLpSg f • • • •• • i • 1/4' HEAT- I • STRENGTHENED Edge 1/4' HEAT STRENGTHENED 0. C. • • • • i f • OM°r60P • • • • 1/4fANNEALED • • GLASS • 1WHEAT• BLABS IWHEAT- • • s • • • 42 • GESS • • • • • • •STRENGTHENED'ESOP • 42 GLASS 42 SRENOTHENED 0 GLASS 3/4" GLASS SMS (0 3/4' MASS 314• GLASS SITE41 40 SITE 41 40 BITE 49 40 SMS (G5) 11835 list Steel 3W Ifir 5v • 30 2-1/2° 1.318" 3' • bLUI TWA • • • GLASS TYPE B rGL4SS TYPE C • • a • • o • a C Hollow Stock- I1�� 13H8'LO. 9n8G GLASS STACK 13NB"LO. eHGLAMINATEDLASSSTACK GLASS Sfatl( GLASS STACK 1-3nB•LO. S%GLANNATED fAA888fAIX GLrssarAat �I H lock' III 6116' steet Ukracon Hdow loc 114" ANNEALED 114' HEAT- STTtENOTHEN® 114" 410 3.35 kill COricrete 114' HEAT - STRENGTHENEDGA8 1 0 5116' Steel U9 7n8AIRBPACE GLASS' II f�neaI6CE 7 S" on m ��li��j SITE O ®GLASS TYPE s 4J_. tr T�QLIE 1: Anchor �.�� :.•''�CENSF • .. •P �� Min. MM. Min. Type Description Substrate Edge Embed- 0. C. S ' ` P.O. BOX 1529 NOKOMIS, FL 34274 AP.EP L/JP.EAdd�,L1ER, P.E. 88768 Distance nlent DlStence A Tn _;Rsteel -.410 SS S. Pirie 1' I.3f8" 1" SMS (0 B 4 SIM Or 410 SS 118" 606&T5AWmbntm 316• 1/6" 518' SMS (G5) 11835 list Steel 3W Ifir 5v dei-Caraete 2-1/2° 1.318" 3' 114" Ste• UOrecon G �rt-F1112 CML C Hollow Stock- 2112" 1.11 " 6" TO -5.i Qom- ax H lock' 2-1 6116' steet Ukracon Hdow loc 114" 410 3.35 kill COricrete -1 1 0 5116' Steel U9 3.52 kill Concrete 3.116" 3° mu. Grind A8w am 1 f E 3✓g l.aM Dtemafer kilt Connate 3" 1.112" 4` nw Tapcon Ho2ow 31 LYNN 4114 �.�� :.•''�CENSF • .. •P �� \ * ' No.58705 :�O •'. S ��'••!.....CORiOP.•'G��: 1070 TECHNOLOGY ORNE N. VENICE, FL 34275 S ' ` P.O. BOX 1529 NOKOMIS, FL 34274 AP.EP L/JP.EAdd�,L1ER, P.E. 88768 CERT. OF AUTH. 829296 ri (R42 Ile GLASS 0®Mif;%T iiiloii`� _ 4 m O GLAW TYPEF m NOTES: 1) ANCHOR MUST MI TEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS INTO GROUT -FILLED CMU OR HOLLOW 13LOOK ARE ONLY APPLICABLE, FOR THE JAMBS. 3) ALL ANCHOR HEAD TYPES ARE ALLOWED. • SEE SHEET 1, GENERAL NOTE 3. 1•m8 tr[W ad By. Date. Ravtsfon: W 8y: Dote: Revision: iption: Drcvn W.* AZING DETAILS i ROSOWSKI Dote: )REFRONT SYSTEM DETAILS - LM 10/05/12 /Model: 'N'T:Sheet: Orewing No. Rei: SS -3500 NTS 2 OF 10 1011 -3500 -LM R0 CONCRETEK MU INSTALLATION PER ANCHOR a OPTION REQUIREMENT INSTALLATION e ANCHORS DIRECTLY INTO MASONRY. VISIBLE LIGHT HEIGH FRAME HEIGHT EXT-. a INSTALLATION OPTION INSTALLATION ANCHOR DIRECTLY INTO MASONRY. . • ••. . • . ••• • • • • • • • • • • • • ••• • • • • ••• TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE :1, SHEET 2. LAW IO • ••• a ••• • ••• EMBEDMENT AND ANCHOR. SEE SHEET 1 EDGE DISTANCE PER SUBSTRATE, SEE FOR REQUIRED LOCATION TABLE 1, SHEET 2. Lu BE USED ON ANY SIDE OF THE WINDOWW, ALL ANCHOR HEAD • • •• • • •• • • •• EDGE CONCRETEICMU • • • • • • • DIST. PERANCHOR EDGE • • • • w • • • • w • • • • s • • • • • REQUIREMENT DIST. I AS REQUIRED BY TABLES 3-8, SHEETS 64. ° ° ' 2X WOOD BUCK ' EMBEDMENT ° ° OR FRAMING EDGE �` D ° EMB®CySWT 12° MAXMAK SHIM • • • • • • • EMBEDMENT �" • • • • • • 1X WOOD 1 BUCKS- P. UT MAX SHIM IPC MAX SHIM SEE NOTE 2, THIS SHEET. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE :1, SHEET 2. LAW IO NOTES: GLASS TYP. ANCHOR TYPE, CHANNEL AT INSTALLATION EMBEDMENT AND ANCHOR. SEE SHEET 1 EDGE DISTANCE PER SUBSTRATE, SEE FOR REQUIRED LOCATION TABLE 1, SHEET 2. REWIRED AT 3 1 EACH ANCHOR LOCATION 12' MAK SHIM EMBEDMENT CONCRETEICMU ° PERANCHOR EWE REQUIREMENT VERTICAL SECTION B -B INSTALLATION OPnON INSTALLATION ANCHORS THROUGH 1X SUCKSTRIP INTO MASONRY. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 2. EXTERIOR TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2 INSTALLATION OPTION INSTALLATION ANCHORS INTO 2X WOOD. TYP. ANCHOR TYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2. INSTALLATION OPTION INSTALLATION ANCHOR DIRECTLY INTO METAL VERTICAL SECTION E -E CURVED FRAME MEMBER ONLY NOTES: 4' LENGTH ANCHOR CHANNEL AT INSTALLATION 1) USE ONLY SUBSTRATE APPROPRIATE ANCHOR, FOLLOW ANCHOR. SEE SHEET 1 EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS FOR REQUIRED LOCATION PER TABLE 1, SHEET 2. ANY INSTALLATION OPTION SHOWN MAY Lu BE USED ON ANY SIDE OF THE WINDOWW, ALL ANCHOR HEAD TYPES ARE ALLOWED. 2) ALL WOOD SUCKS LEN THAN 1-12° THICK ARE TO BE OF �� :4L SLORIOP:••�U'?� i'•., F CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE P.O. BOX 1529 NOKOMIS, FL 34274 WOOD BUCKS DEPICTED AS 2X ARE 1.12° THICK OR GREATER. IX P AND 2X BUCKS WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN /S X 1-W BUGLE -HEAD AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER SMS, 2.12- FROM EACH OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE END & 19-10 MAX O.C. AS REQUIRED BY TABLES 3-8, SHEETS 64. VERTICAL SECTION E -E CURVED FRAME MEMBER ONLY EDGE ALUMINUM, STEEL DIST. FRAMING OR STEEL STUD, SEE TABLE 1, SHEET 2. 112° MAK SHBA TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2 Description: Drawn By: VERTICAL X -SECTION J ROSOWSKI STOREFRONT SYSTEM DETAILS - LM 110/05/12 1 SS -3500 I NTS I 3 OF 10 I MD -3500 -LM JR0 LYNN..... '�'j'.•' \CENSE ,'P *'— * N0,68705 Lu o�';� OF �� :4L SLORIOP:••�U'?� i'•., F 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ;•�lSs� ••��`�� P.O. BOX 1529 NOKOMIS, FL 34274 P CERT. OF AUTH. #29296 EDGE ALUMINUM, STEEL DIST. FRAMING OR STEEL STUD, SEE TABLE 1, SHEET 2. 112° MAK SHBA TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2 Description: Drawn By: VERTICAL X -SECTION J ROSOWSKI STOREFRONT SYSTEM DETAILS - LM 110/05/12 1 SS -3500 I NTS I 3 OF 10 I MD -3500 -LM JR0 INSTALLATION OPTION INSTALLATION ANCHORS EMBEDMENT I DIRECTLY INTO MASONRY. • •° 3 EDGE DIST. TYP. ANCHOR TYPE, EMBEDMENTAND ° EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2. ° CONCREWCMU PER ANCHOR REQUIREMENT •• EXTERIOR 1/Y MAX. SHIM6--� m STEEL REINFORCEMENT, SEE SHEETS 9 810 31 OPTIONAL LAN IG GLASS F-- VISIBLE LIGHT WIDTH —� 1X WOOD BUCKSTRIP,SEE NOTE 2, THIS SHEET. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE ° TABLE 1, SHEET 2. •° CONCRETE/CNU PERANCHOR REQUIREMENT 1/a- MAX. SHIM�•�— EMBEDMENT EDGT-r T li'�, FRAME WIDTH --r HORIZONTAL SECTION A -A I I i I ALUMINUM REINFORCE! SEE SHEETS INSTALLATION OPTION INSTALLATION ANCHORS THROUGH 1X SUCKSTRIP INTO MASONRY. ALTERNATE REINFORCEMENT VARIES WITH DESIGN PRESSURE REQUIRED, SEE TABLE 9, SHEET 9. 7141*3 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 2. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2) ALL WOOD BUCKS LESS THAN 1 -12 - THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAYBE INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS 2X ARE I.1/2 - THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MA)amum SHIM THICKNESS TO BE AS REQUIRE SY TABLES S•S, SHEETS 54. I I�- 1 I � 1 I II 1 EXTE�ROR v FOR ATTACHED DOOR TRANSOM,SEE SEPARATE APPROVAL VISIBLE LIGHT FORMULAS FRAME WIDTH - 661/2' FRAME HEIGHT- 0-1/7 do INSTALLATION TYP. ANCHOR TYPE, EMBEDMENTAND OPTION • • • • • • • EDGE DISTANCE PER INSTALLATION ANCHORS • • • • • SUBSTRATE, SEE INTO 2X WOOD. • • • i • • i i TABLE 1, SHEET 2. • • • • zx WOOD BucK OR FRAMING EXTERIOR • • • • • • • • • I 11r MAX. SHIM - ► • • • • • • • • • • • • • ••• • •.• 1 V 1 L 1 1 1 1[/ INSTALLATION APPROVED MULLION, NOA6 \\ �. / • `, CZ0 .9E •' �R 4" ;wC '...* �"'��iii•.• 5n5 ?� o• i `� Q. D O� ::�2 ��0,: •• ALO+�� !p �� • //t1 �(iNl� • • //tl I L m -11y • • A�- "•�'E' • ® OPTION ALUMINUM, STEEL FRAMING Revrsron: 1/4- NUT 8 BOLT, 24- FROM INSTALLATION ANCHORS OR STEEL STUD. SEE TABLE 1, SHEET 2. IINe: STOREFRONT SYSTEM DETAILS - LM EACH END AND 24- MAX O.C. DIRECTLY INTO METAL NTS V4- NUT & BOLT• Growing No. MD -3500 -LM Rew. RO CERT. OF AUTH. #29296 � Jy -----' 24 FROM EACH TYP. ANCHOR TYPE, 1 rr----�, END AND aa" EMBEDMENTAND EDGE DIST. MAX O.C. (� -U EDGE DISTANCE PER 1- i i 1 i SUBSTRATE. SEE TABLE 1, SHEET 2 ---�I�-----I�� ' ' I FOR ATTACHED DOOR, I 18EE SEPARATE APPROVAL I I I t 1 �42 41 I � I EXTEql I 1/2 - MAX SHIM -----------------------' �t 5 HORIZONTAL SECTION C -C ALTERNATE REINFORCEMENT VARIES WITH DESIGN PRESSURE REQUIRED, SEE TABLE 9, SHEET 9. 7141*3 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 2. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2) ALL WOOD BUCKS LESS THAN 1 -12 - THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAYBE INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS 2X ARE I.1/2 - THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MA)amum SHIM THICKNESS TO BE AS REQUIRE SY TABLES S•S, SHEETS 54. I I�- 1 I � 1 I II 1 EXTE�ROR v FOR ATTACHED DOOR TRANSOM,SEE SEPARATE APPROVAL VISIBLE LIGHT FORMULAS FRAME WIDTH - 661/2' FRAME HEIGHT- 0-1/7 do INSTALLATION TYP. ANCHOR TYPE, EMBEDMENTAND OPTION • • • • • • • EDGE DISTANCE PER INSTALLATION ANCHORS • • • • • SUBSTRATE, SEE INTO 2X WOOD. • • • i • • i i TABLE 1, SHEET 2. • • • • zx WOOD BucK OR FRAMING EXTERIOR • • • • • • • • • I 11r MAX. SHIM - ► • • • • • • • • • • • • • ••• • •.• 1 V 1 L 1 1 1 1[/ Rev7aed ey: Dote: NOA6 \\ �. / • `, CZ0 .9E •' �R 4" ;wC '...* �"'��iii•.• 5n5 ?� o• i `� Q. D O� ::�2 ��0,: •• ALO+�� !p �� • //t1 �(iNl� • • //tl I L m -11y • • A�- "•�'E' • ® Revrsea W. Data: Revrsron: Description: HORIZONTAL X -SECTION Drown By: J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 IINe: STOREFRONT SYSTEM DETAILS - LM Dote: 10/05112 SBnae16fodel: Sccle: SS -3500 NTS Sheat: 4 OF 10 Growing No. MD -3500 -LM Rew. RO CERT. OF AUTH. #29296 or • • • • ••• • • TAnI C I• Window Wall Muftn Head/SID Anchor Cluster Load CapadW (psf) (1/4° Mazlllwm Skim space) Kong nal Dim. I AST 'A' AWwTvpeW AnchorTmv I Aldwt °0' Andor 'r France Width Frame HeIgM A2 A3 I A4 82 83 M 0 1 C3 C4 M D3 D4 E2 E9 E4 241" in Min 1200 17.0.0 =A 120.0 120.0 290 um 2=0 Imo 2mO 7Wo 11.0 120.0 1m0 1200 IWO 1200 2200 1200 120.0 Imo UNTO IMO 120.0 MO 7M0 Jac 1200 gain "'Imo 2200 320.0 1M.o 21..0 1200 120.0 220.0 120.0 270.0 =0 32MO 120.0 IMO 2200 3= 120.0 =a =a 1me me 1200 2200 5240 UmO Imo 3mo IWO Imo 70.6 112.9 IMo Imo Imo 220.0 I= Imo IMO 22U 17120 1200 IMO I= IM48ln CERT. OF AUTH. X29296 ]200 Sm0 190 ]20.0 MO ]MO 120.0 120.0 270.0 1200 1=0 ]90 ]MO 110.0 Soil win 02.3 2240 1077 120.0 Imo mil =A ]200 190 3200 fMO 1240 120.0 1222. 720.0 MO 120.0 2200 Imo Imo IMA MD 120.0 1200 720a 1M0 1100 Imo 108.2 MO 1200 MO =0 2200 ImA Me 1Ma Im.O =0 3=0 Imo 190 1200 103.9 ]20.0 1mA 1200 1300 Imo =a Imo 11.0 220.0 mo Imo mui me SMO 105.2 -0 1MO 1700 220,0 1200 170.0 12M 720.0 =a 170.0 7MO MO Imo Ima Bain 721. M1. soil 78 in1.0 MO MO 220.0 120.0 320.0 MO 1MO =0 MO Imo 2MO im.O 120 190 =0 ]m0 220.0 Ino 1700 me 2=0 3m.0 220.0 IWO 170.0 1700 =a 1240 120.0 Imo mo 120.0 220.0 IMO me 190 2ma 1mO 220.0 11.0 =0 3200 1mD 2200 90 11.0 IMO =0 11.0 1740 IMo 320.0 770.0 21.0 1200 Imo 190 IMO Min 421n 48111 Bolin =0 220 12" 21.0 I= I= 21.0 7200 0 0 3m0 0 130.0 mo 11.0 110.0 =0 IMO MO =0 IMO MW WIn 601" W IMO 220.0 Me 720 Im.O Ima Imo 21.0 =a 720. 0 =0 IMO Imo me 790 IMO Imo IMO Imo 2200 Imo =0 0 Imo 2200 =0 12" =0 =0 21.0 Im.O 120.0 =a 21.0 11.0 21.0 t.12ILOEMO: 7241 74111 301" 0 2MO 1&0 Imo IMA =a Imo 21.0 21.0 IMO I= Imo =0 11.0 0 21.0 me IMA 21.0 2me 120.0 IM.O IMO 1200]MO 7200 190 ]MO IMO IMA 790 =0 120.0 1240 IMO 19042111 0 120.0 11.0 IMO 1=0 220 Mo 120.0 =a Imo Mo ]Mo Win 841n 90.7 IMO.== 720.0 IMO 21.0 0 mo 541. 84.6 984 1198 2200 I90 1081 IMO 1200 2MO 1200 120.0 22DA 3200 190 =a .71.0 1M0 Im.O me Mo 11.0 0 71. Mo IMO 1MO 71.0 21.0 IMO 7200 11.0 170.0 - IMO - Mo 71.0 6061 07.2 81.0 11.0 1200 IMO 11.0 ImA 71.0 11.0 220.0 Imo 1200 IMO 1200 Wo - 1.0 7220 U=4 190 21.0 3mo 120 31.0 1 Sac I Mo 21.0 2240 =A Mo me 2WO 24in 136411 =0 MO MO 390 -320 SMO 190 21.0 I= 1m.0 Mo 11.0 Mo 7Mo Win 38111 QM =0 MO 2200 =0 U" MI= Mo 390 Imo 190 U0.0 gain ret" 481" gain 1092. =0 SMO 790 190 I= =0 =0 MO 770.0 1240 290 11.0 942 2MA 290 3m.O =0 =0 MO MO 22.00 Mo 194 0 Mo 120.0 461 nu 2m0 Mo Imo Mo 21.0 I= 2240 Imo 390 390 IMo 790 11.0 5$1. 61. 90.7 120 IMO 220.0 IMO SMO Mo Mo 1200 120037111 602 1*0 IMo Imo 320.0 IMO 12DA 1200 Mo Imo 75.7 =6 Imo 2mo Mo Mo Mo 1MA IMO IMO Sao 7200 2mo Mo 7Mo 661. 72411 725 1087 190 190 770.0 120.0 120.0 17.00 2200 ]200 790 790 0 105,2 Imo MO 190 11.0 235.8 190 MO VIW 1Mo 120.0 Imo Min in SMA 2200 3200 IMO 790 =0 Imo 1200 I 10.0 1m.0 Imo 790 2mo 1240 SMO R0.o Imo 720.0 iM0 IgA 390 120.0 120:0 190 1090 290 3200 IMO N 42111 46111 97.75111 720.0 220.0 990 Sm 210.9 790 0 Mo 6 19 190 190 Mo2200 IMO 2m0 Imo =0 2m0 77 1155 790 I= Mo Immo I= 7mD MO Imo =0 MO Mo W In 68 107.1 =0 790 3200 - 177.6 =0 lm.0 1700 390 790 =0 190 IMO 67.1 1006 M o 1759 Mo 110.5 Mo Mo IMO 790 I= 3=0 720.0 09.8 85.7 190 11.2 710.0 ULI IMO =a IMO Sm0 3090 IMA 790 3mo 72in 623 910 290 705.8 me Mo 707.1 390 Mo 720.0 I= Mo 2=0 Mo 190 74111 30In 2071" 220 MO I9a MO 370.0 3090 290 I 310:0 I =0 790 Mo 3209 Mo 3200 Mo w Mo 120.0 =a Mo Jim 1M0 nullmolmo Mo =a Mo 7M0 in 42111 120.0 90.2 =0 1= Imo 1MA IMA 190 IMO5m. 80.2.190. 220.0 22" 11.0 IMO 170.0 SRO =0 190 Mo 719 =2 Mo Mo me 190 7090 =a 1Mo 230.0 Mo 190 290 Imo 679 2010 Mo 218.8 31.0 Mo me Mo Imo =a Mo IMA Mo 411[n S4in Win 63.2 917 21.0 1m.0 200.0 I= 120.0 190 790 I=gain 593 89.8 1185 109.0 390 IMO 987 Im.O MO 118.1 IMO 299 Imo IF COMBINED WITH STOREFRONT ENTRANCE DOOR(SEESEPARATEAPPROVAL),THELESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Window Wall Mullin Head/SIA Anchor Cluster Load Capsay (p3fl(1/4` Maldntu nShim Space) Oim Anchor 'A' Anther °5° AlMlor frame Framewidth Hel AZ As A4 M 83 M C2 ca C4 D2 D3 04 E2 E9 E4 241" in Min 118.4 MO 1200 IMO 120.0 120.0 1200 11.0 Imo 120.0 1m0 2200 1200 Mo 120.03 97.7 190 120.0 UM Im.O 11.0 174.0 190 1200 1200 1140 290 1200 17D.0 =A 80.2 1240 1240 120.0 1m0 11.0 1mA SMO I= Im.O 120.0 120A Imo 22W 1m.0 42In NOK MISO529 FL 70.6 112.9 IMo Imo Imo 220.0 I= Imo IMO 22U 17120 1200 IMO I= IM48ln CERT. OF AUTH. X29296 67.6 2034 1MO 129.8 IMO IMO 4 0 11.0 0 =0 0 I==541n 02.3 2240 1077 120.0 Imo mil =A ]200 190 3200 fMO 1240 120.0 60111 6601 SU 87.4 1105 1007 3MO Imo 900 Imo 1200 1330 Imo Imo SM 120.0 1200 511 87.6 2 953 190 1MO 908 IMO 120.0 1087 Imo IMA 114.7 190 ]MO Min Win 1114 11" 1=0 2200 1200 IMO 12MO 390 7M0 IMO 1200 Imo IMO 1mA 320.0 918 120A 120.0 22.00 IMO IMO IMO =0 190 1240 =A 1MO 290 =0 I= Win 421n 1141. 789 1184 IMO IMO 190 1MO 120.0 11.0 120.0 IMO Imo IMO 11.0 120.0 IWO WA 100.7 220.0 IMO IMO 120.0 125.0 =0 I= 120.0 =W MW IMO Imo 2=0 481n 843 7 Imo 209.0 1=0 200.0 Imo Imo 120 Imo 11.0 Imo 220.0541. S80 87.1 1161 100.3 2200 IW) 915 1200 =0 1145 1MO 120 190 220.0 Win 50.1 813 10$2 120.0 I= 99.1 Imo ,0 206.7 SMO 230.0 1127 170.0 1=0 loin 20LI Imo 11.0 120.0 Imo 2200 2200 1200 1200 IMO 220 120.0 1200 2me I= s0 n 2min =0 3MO 120.0 Imo 370.0 170.0 IMO meWin 743 1114 2200 2200 1200 170.0 UM" IMO 120.0 2=0 U" 1200 1200 2200 2200 421n 48111 84.6 984 1198 2200 I90 1081 IMO 1200 2MO 1200 120.0 22DA 593 888 118.4 1022 11.0 2200 975 IMO 12U 1188 UW 1200 190 1200 12" 541n 543 81.4 1080 838 3200 320.0 893 720.0 - 107.1 1200 920.0 718.1 120 - 403 75.7 7200 1700 720.0 .O 10.2 3200Min 136411 98 Imo 21.0 320.0 2240 =0 SMO 0Win81.8 124 =0 I= Imo 120 1200 Imo =A 220.0 310.0 Imo 2=0 21.0 38111 QM 70.1 1042 11.0 1200 fMA 117.0 120.0 1200 1200 11.0 120.0 1200 37DA 2200 618 927 1200 1088 1ffi0 720.0 1075 ffi0 7200 1200 1200 SMO 11.0 1200 ImA 48111 94111 �.7 1133 1114 962 120.0 918 4200 109.9 1200 7200 1180 1200 3200 SLO 79S 100.0 881 1=0 IMO 64.0 120.0 Imo 6 =A 1M0 1082 21.0 IMO in Lim 90.7 120 IMO 220.0 IMO SMO Mo Mo 1200 120037111 77.7 ULS 120.0 190 Imo 31.0 1=0 190 120.0 O3620 42 in 664 917 2200 230.8 1200 =A 1093 Imo 320.0 Imo 11.0 Igo Imo 1140 I= SBS 87.7 117A IOLO IMO 1200 WA 210.0 1=0 313.4 IMO Imo 1200 11.0 320.0 461n 541n 819 789 mil 949 I= 1&0 W.7 Mo SMA mi11 3200 7Mo 109.8 1200 1200 461 72A 982 841 1Mo Imo 742 118.9 Imo 969 1200 mu 120.0 2=0 Min 9D3 1200 I= 2MO 1200 21.0 110.0 1&0 12" 1200 21.0 190 3m.0 IMO 3DIn Win 1962063.1 1148 Imo Sm0 Im() 3=0 120 1200 Imo 320.0 iMO 120.0 URO 120.0 MO 9L7 Imo =4 Imo IWO 104.0 Imo Imo Imo 3240 1200 320 2mo 42 n In 220,0 2200 4 0 720.0 1146 494 74.7 7 883 120.0 821 1200 983 1200 - 1098 -Mln Bel 11.0 21.0 ]m.0 21.0 120.0 1m0 1m0 Imo mo 11.0 2200 120.0 MoWin Win -in 7 SMO IMA 2181 0 120.0 0 190 22" 643 903 1200 303.8 1200 2MO 994 IMO 7200 118.6 120.0 Imo 11" 120.0 IMO 421n 528 793 109.6 933 Imo 1M0 87.0 =0 1200 10LI 1MO 120.0 109.8 1200 Imo48111 473 734 80.7 09.8 1200 MA 78.0 117.0 Im.O K4120.0 SMO 988 120.0 ]204 •Ito ... • • 320,0 • • • • • • • ••• • ... •� A''\OENSF ' •, Q a f•• .• is •No• 5%705 9 bm'; ��P`' B:'�. 1i�,t\'•,, 4 •F3OItLt7P;••' C7� '`• ��\\�\ \ 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 134274 a •77/f 1 1% NOK MISO529 FL 11 e • • E e � P P CERT. OF AUTH. X29296 ..• • . . . .•• . • • . . . • • • • . . . • • •. . . . •. .. ..• . • . •.. . • WIDTH 2 -►� WIDTH 1 it II I I II n u HEIGHT II II II u n u II FRAME WIDTH = WIDTH 1 + WIDTH 2 2 Arldlm Bo/Andmla Aedlor polAlOra Andwr po}Alors atFadl Side iFa stEadl Side aEedl9de A2 2 A3 3 A4 4 W 2 63 9 M 4 Q 2 CS 3 C4 4 02 2 03 3 04 4 E2 2 E3 3 E4 4 Stl1 SHOWN, HEAD SIMIIAR n CITY. MAY VARY II WINrmWINDOW SEE TABLE 1, 11 SHEET 2 FOR ANCHOR 2-1/4, O.C. SPACING, 4° MAX rC 1116 ea cotaply�g will t1m An<o - Pludust Coauvi� Revtaion: NOAO Rev(s(nn. Description; I Drown ay: ANCHOR TABLES @ 1/411 SHIM SPACE J ROSOWSKI MI..Dere: STOREFRONT SYSTEM DETAILS - LM 10/05/12 S-061Modal: Scols: Sheet: DrOwing No. Rev: SS -3500 NTS 1'5';OF 10 MD -3500 -LM RO Window Wall Mullion Heed/SRI Anchor Cluster Load Capacity (psf) (s!2' MaxlmumSNm spate) Nomii•I Dim. I Andror 'A• AmthorTyWir I Anchor 'C AndrorT 'D' I Artthw 'E' Frame Width Frame Ne1gM A2 A3 A4 62 83 M C2 C3 C4 02 03 1 1. 1 k E3 E4 241. Win 721n 1210 1m0 moo 2280 Me me 1281) 120.0 Im0 lm.o 1m0 M0 12x0 1M0 1280 1210 ]m0 120.0 I2o.0 me 1200 Me 1200 Inc 1210 IM.0 1280 120.0 1280 124 312g 1210 Im0 112.9 Me 120.0 1100 7200 1m0 1280 me MC Me ]m0 MC IO2S 1210 1210 =3 1280 1210 3210 =0 =0 1210 1M0 2280 1780 1210 Sino 943 1M0 MO 95.3 1M0 1260 MO 2280 1210 120.0 32" Me 7M0 1210 1M0 900 1210 1180 904 7210 IMO =0 1210 ]MO 220.0 1210 2210 120.0 1210 Mc 361n 42in 48in 54111 win Bolo 871 2210 =0 876 1210 7210 IM2 1210 SMO 12.0 1210 Me 1210 =a 32.0 85.3 IMO IMO am IMO 7M0 116.7 IMO 1M0 SMO 1210 IMO 1210 IMO I2p 60.7 1M0 IMO 80.7 =.a 1240 114.9 me 1210 me 1210 120.0 IMO IMO 1280 72in Min Win 95.3 IMA 12.0 me me 120.0 IMO Me me 1210 120.0 IMO IMO Sm.0 120.0 SMO 1m0 120.0 1162 me IMO 1182 120 mo Me IMO IMO 1210 SMO IMO me 7m0 120.0 ICL7 7210 12.0 101.7 1210 Imp 1=0 SMO =a =0 120.0 IMO 720.0 1210 321.0 F. gain 421. 481a 781n 917 120.0 12.0 917 IMO SMO =0 IMO 2210 IMO 1=0 IMO 3240 80.7 1210 =0 84.7 Me IMO 113.9 120.0 me SMO SMO MC 3m0 3m0 1M0 78.7 1195 120.0 71X7 119.8 11210 1109..0 1210 ]21.0 1210 120.0 7200 1210 720.0 1M0 762 1144 iM0 762 1144 MCI 109.3 IMO 1210 IMO 1210 120.0 2210 1210 1200 739 110.9 3M0 73.9 110.9 IMO 20L1 MO SMO SMO IMO 1210 SMO Me MO 729 1089 SMO 7M 308.9 SMO 99.9 IMO IMO 1210 Sino IMO IMO Imo IMO SOin win 68111 72111 241n 3oln S41n SMO SMO 1m0 110.0 Malmo 12.0 2210 IMO MCI me 120.0 me 3210 Im0 106.1 3M0 1M0 1061 1210 I 1210 1M0 1210 Im0 1m0 I 1210 1M0 I ]m0 1210 1M0 9t4 -110.0 120.0 920 220.0 1210 =0 IMO MO IMO 1280 IMO IMO 1M0 =0 830 321.0 IMO 9&0 =0 3M0 11&5 IMO Me Imo IMO IMO 7210 IMO SMA 762 3144 MO 767 114.4 1200 100.8 2210 IMO 1210 IMO Me IMO 1210 1210 381" Gin 4921 541 wi11 SCS SL7 1089 94.3 3070 IMO 718 70.0 SMO 97.6 0 1210 0 120.0 1210 SM.0 1210 130.0 0 817 =0 1210 138.1 120.0 IMO 2210 1M0 3210 67.8 Imp 879fj= gain 721n 632 979 120.0 65.2MO 892 1210 110.0 1137 1210 Sm0 IMO SMO 1M0 65 98.3 1210 as869 me Imo 1147 Me Imo IM0 1210 121X0 min !0111 90111 1 137.9 - 1210 3175210 - 1210 1210 -0 Imp Imo -0 IMO 3140 979 me me 973MO ]m0 me 7m0 Me Me Imp 1210 Im0 7210 gain 421n 847 Imo 120.6 847mo l2&g lino MCI 3210 110. 1210 3M0 IM.o amp 75.8 114.6 1210 7990.0 1036 Imo 1M0 Imo 1M0 120.0 Sm0 IMO 120.0 69.8 100.0 2210 89.3mp 948 121.0 1210 1210 120.0 7210 SMO 1210 SMA 48in 54in 646 969 me64.62.0 W3 me Me 1121 1M0 =a 12.0 1m0 121.0win gain BLD 903 1210 61.0mo &A 1210 121.0 1o8a 1me Ime IMO me =C 564 87.5 116.7 38A167 119.7 3210 1101.7 MO 11210 =0 I 1210 Imo 72in 369 1 847 2129 SU 84.7 I 1729 77.2 114.9 Imo 1 986 220.0 ]200 3M0 1 lino lino 7410 9070 206.7 IMO 1210 106.7 Imo SMO Me Mo Me I Imo 1210 MO Im0 1210 Mo 884 1210 121.0 884 Imo 1200 Imo 1210 =0 IMO 7210 =a 1210 1210 2300 3621 42in 97.7810 786 1147 imp 765 lUX47 120.0 Me 2200 Me Me MD Me Me Me 683 1021 Imo 6&1 1071 1210 932 =0 1210 1167 IMO 1740 Me SMO 12.0 481n 6LO 980 IMO 67.0 980 =0 1210 =0 3081 3M0 7M0 =0 3210 1210 &lin 11.3 1210 889 IMO 1210 1107 ]MO SMA 1210 1210 IMO 579 862 114.9 57.5 86.2 1169 78.6 217.9 1210 Sga2 Imo =2 IMO lino Mc gain gain 56.2 540 910 1011.01 540 I SLO =0 73.9 1218 ]m0 90.1 1210 me Imo me 3m0 51.4 7/.1 2118 81.4 77.1 IW.B Ms 20A Me 89.6 1210 1210 120.0 Sm0 120.0 72111 4&4 741 983 4&4 741 988 67.3 101.3 9210 881 SMO Imo 1240 =0 1240 241n Win IOL7 1210 SMO 301.7 1=0 Imo Imo IMO 2210 1210 120.0 I2p 1210 3240 841 me 1210 SLI Me Me 119.1 Imo Imo Imo 1210 320.0 2240 1210 729 3089 1210 716 1089 1210 99.3 Imo 1210 1200 IMA 1210 1m0 1210 12.0 If 89111 42in 221 645 988 2210 605 868 1Me 11&3 1200 1210 1125 IMO Me me 1ffi0 1210 08111 59111 65.8 87.1 SU 880 1175 88.6 880 3173 w.3. Im0 9210 102.2 1210 1210 me 7210 542 816 1084 542 82.3 IWA 70.1 111.2 Im.0 90.5 7M0 22.0=0 Imo IMA Join win 782 101.7 50.8 762 7 0g.520.8 =0 8&e me MO 1210 MO -Ino 723 966 82 W4 95.4 ass 98.9 1210 40 1M 90 1210 Me IF COMBINED WITH STOREFRONT ENTRANCE DOOR (SEE SEPARATE APPROVAL), THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. •• • • • • • `�� 7,ON •/l3.// �/�� • • • • J Q�t•' wiC�NSF''• ,F.p • • • �:•• ri,87C5 • •• •• :• • IS EOF • • • • • • i� FS �� qR\O�`i •• •• • •• •• �rlllll'ilV\\� • • • • • • • • ADU•MI MILLER, P.E. P.EA 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIDTH a ---►� WIDTH 1 II I I it u II II HEIGHT I' II I I II u II 11 FRAME WIDTH m WIDTH 1 +WIDTH 2 2 Andwr OofAmhon; Anchor oafAndron Andmr "Anduln Type at Eadtgide Type at Each iPe atStle .fMollim A2 2 AS I A4 4 62 2 83 9 84 4 C2 2 C3 3 C4 4 D2 2 D3 3 O4 4 E2 2 Ell 3 E4 4 SILL SHOWN, HEAD SIl41LAR, II OTY. MAY VARYWIN �� WINDOW SEE TABLE 1. 0 SHEET 2 FOR ANCHOR __� �•�._ �,F 2-1/4° O.C. SPACING, 4' MA)L Ftodda BI�dieaFlyng Wfth 11• Revised By: is: Revision: PraductCol4ro! Revised By: Date: Revision: ® Description: Drawn By: ANCHOR TABLES @ 1/211 SHIM SPACE J ROSOWSKI 1070 TECHNOLOGY DRIVE Mi.. Dote: N. VENICE, FL STOREFRONT SYSTEM DETAILS - LM 10/05/12 P.O. BOX 152929 NOKOMIS, FL 34274 Sense/Model: Stole: Sheet: Drawing No. Rev: CERT. OF AUTH. #29295 SS -3500 NTS 6 OF 10 MD -3500 -LM R'0 Window Wail Mullion Head/501 Anchor Cluster Load Capacity (psf) (Vr Matlmum 9dm spate) Nominal Olin. AndwT 'A' Twome '9' Artd00T 'C Andw 'D' Aixhoff 'E' name Wtdth Fmme Nei A2 A3 A4 82 83 64 C2 C3 C4 02 1 0.i I D4 k 1 E3 I E4 241n min 95.3 IMA 12.0 $63 Mo Mo Mo =a 320.0 Mo =01=0 Mo 120 1210 787 1190 120.0 78.7 11&0 1200 107.8 120.0 1200 Mc =01=0 Mo Mo Mo 361" 67.8 217 1200 673 101.7 ]MO 92.7 1210 ]200 1191 MO 1 22.0 1210 1m.0 1210 42in 48in IM in 60.1 801 I210 601 901 12MO 812 MO 120.0 100.7 IMO I 120.0 120.0 Imo Mo SCS SL7 1089 94.3 81.7 108.8 745 111.7 1200 90 1210 I 1100 Me 1210 1M0 34111 50.2 73.3 1004 30.2 7" 1004 687 W&C 120.0 OAS 12.0 120.0 171X0 1210 SMO win 489 704 9&8 469 704 93.8 662 982 12.0 81.6 1M0 72.0 IMO Mc Me set" 444 66.5 897 464 663 887 607 NA 1200 773 1180 Mo 134.7 1M0 Mo 241n win 89.7 1M0 =0 89.7 1M0 12.0 IMO IMO 720.0 1200 1M0 120.0 IMO Mo ]MO 719 1109 1M0 n3.9 110.9 MO 1011 Imo IMO 1200 2MO Imp MO IMO IMO 951- 613 93.3 IMO 635 11.3 1210 889 IMO 1210 1107 ]MO SMA 1210 1210 IMO 42in t11 1141n 56.2 80.5 1124 862 84.3 1124 780 113.5 ]MO 980 SMO 12Do 1M0 120.0 IMO Spa 782 7 80.8 1200 886 1240 Imp 170.0 1210 SMO 76,1 101.7 89.5PI-R4 S41n 487 701 985 487 701 105 639 =0 815 1M0 Mo ]MO JAC 1210 win 43.6 65.8 87.1 43.6 65.3 971 59.6 1192 75.9 1139 =0 12LI 1M0 1210 24in 3021 1147 120.0 1210 84.7 1MO Imp 114.9 1210 1=0 IMO 120.0 7M0 1Mc 3210 ga.7 1045 Me M7 100.6 12" 93.3 120.0 2210 Imp 1200 1M0 3M0 gain 69.9 89.7 119,6 399 89.7 119.6 819 Im0 1042 1M0 310.0 IMO SMO 1M0 42in 1201n SLB 79.2 1016 63.8 782 295.6 722 121.0 9" IMO 1M0 7Me IMO IMO 48in 47.7 71.5 883 47.7 71.6 953 632 1200841n 437 686 87A 437 64.6 87A 593 1199 762 1143 Me 11&3 IMO 1M0 win 40.7 67.0 813 407 6L0 819 43.8 1 84.4 1112 705 3063 Imp1101 1210 1210 2421 803 1200 IMO 80.8 120.0 Me 1093 I 12.0 120.0 I2C0 Mo Ma 3210 IMO 1M0 Win 36In 226 In 69 959 IMO 84.9 gas Imp 90.2 I !MO MC 110.9 IMO 310.0 120 1210 120 S65 64.7 ]ILO 66.3 847 1129 772 120 11&9 0 MA 7210 120 SMO 1M0 1M0 42in 481n as 747 99.6 49.6 747 99.6 6&1 10L1 1210 SU 120.0 MO SMO 1M0 1M0 44.8 67.3 89.7 40.8 873 89.7 619 VA 1100 78.2 1173 120 118.0 Imp 3210 14111 41.1 01.0 @.I 41.1 818 821 462 K3 IV31 716 107.4 1210 3062 120 MO 24in 781 1144 Imp 1 762 114.4 MC IOU SMD MO I 1210 1210 Mo 12.0 Me Imp 30110 Q.6 W 121101 6L8 93.8 320D 83.6 7M0 1210 309.0 MCI 7210 1210 170.0 1M0 gain 42in Min W3 W3 80.3 10.0 533 803 IMM 732 3018 120 932 7210 720 1210 fine IMO 706 94.1 1 47.1 706 90.2 64.4 96.6 12U VA 1210 I IMO 1M0 1M0 in 440 42.4 695 1147 1 42.4 615 847 57,9 MO 1149 73.8 110.7 1M0 ]095 Imp 12.0 38.7 S81 77.51 38.7 38.1 77S 53A 79A lOS9 87.5 1012 12" =a 12.0 IMO 24in tin 138in 7L6 Wall IM 729 10&9 ]Me 9&3 1210 1210 IMO 320.0 120 12.0 7210 39S 89.3 IMO 59S 03 319.0 81.4 1210 1210 10&7 1210 7210 120 1210 Mo 381n $08 782 101.7 SM 762 101.7 693 104.3 120 885 1210 120.0 120 120 1M0 42in 447 670 89A 44.7 67.0 NA 811 917 120 779 1189 120.0 11&6 MO Mo 481n 401 w2 803 40.1 607 803 819 1090 619 =3 Mo im SMO 244' 221 69.3 106.0 =0 69.5 Soso SMO 90 Sino 320 120.0 SMA 1210 1210 IMO 32.0 %7 85.1 1135 56.7 83.1 113.5 774 1184 3210 9119 =0 1211 MO IMO 720 981. 42111 144111 484 718 85.8 40A 72.6 968 8112 95.3 1210 844 IMO in) 120 IMO Mo 42.4 6&8 81X0 425 6&8 85.0 581 873 716,8 74.1 111.1 Mag 120 1M0 481n MI I 87.1 782 381 57.2 762 421 78.2 3049 680 9&7 12.0 98.8 Mo 12" • • • • • `�� 7,ON •/l3.// �/�� • • • • J Q�t•' wiC�NSF''• ,F.p • • • �:•• ri,87C5 • •• •• :• • IS EOF • • • • • • i� FS �� qR\O�`i •• •• • •• •• �rlllll'ilV\\� • • • • • • • • ADU•MI MILLER, P.E. P.EA 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIDTH a ---►� WIDTH 1 II I I it u II II HEIGHT I' II I I II u II 11 FRAME WIDTH m WIDTH 1 +WIDTH 2 2 Andwr OofAmhon; Anchor oafAndron Andmr "Anduln Type at Eadtgide Type at Each iPe atStle .fMollim A2 2 AS I A4 4 62 2 83 9 84 4 C2 2 C3 3 C4 4 D2 2 D3 3 O4 4 E2 2 Ell 3 E4 4 SILL SHOWN, HEAD SIl41LAR, II OTY. MAY VARYWIN �� WINDOW SEE TABLE 1. 0 SHEET 2 FOR ANCHOR __� �•�._ �,F 2-1/4° O.C. SPACING, 4' MA)L Ftodda BI�dieaFlyng Wfth 11• Revised By: is: Revision: PraductCol4ro! Revised By: Date: Revision: ® Description: Drawn By: ANCHOR TABLES @ 1/211 SHIM SPACE J ROSOWSKI 1070 TECHNOLOGY DRIVE Mi.. Dote: N. VENICE, FL STOREFRONT SYSTEM DETAILS - LM 10/05/12 P.O. BOX 152929 NOKOMIS, FL 34274 Sense/Model: Stole: Sheet: Drawing No. Rev: CERT. OF AUTH. #29295 SS -3500 NTS 6 OF 10 MD -3500 -LM R'0 CM o 0 �0 o� m Oa, J tu CYC J � O a .o o r - v/ y a ~ mH Z Z S 00p O O 9 LL W 1 a 31— SIR MAR ffiffiffiffiffiffiaffiffiffiffiffiffi ffi ffiffiffiffias e0ffi 8ASA ffi ffi ffi ffiffiffi rna m " � C�NM s a.aaa a a a 91 aa eaaa.a a s as Q Sam a asQaea aasaAS AM sae ZLjaa 15 M cl UZm� 6 i'aa a as 0MMAAnn as a seas aS "" S a^^ >aY " s S S Q M a A s s A a A 0 O Z Z W p S • V �aaQaaeaaae A#Asa a ea as •'a ae ^ MS i M Qa s S A. m Ae�Sm1 A a 34 93 $1 cl �aAAAAaaM AA ginsQMP S1751750 Mpp Roma A.^�MaR ````��„�a� "�'i .......... 49 m �.= � of 55555555555£5_5588585 c555 ,£8555 -gel 5. 555555SS555x555 �• rlo. aasie� SffiRRffiffie�$StBRRR e R itaa�$ R>58ae31�$8 aaa �$ a• � :0 o • 3iY��i• ••G�j 00,1 w1,Ai•t....... ..• O` ' t, ••• •••• . 00.00• • •.• 0000•• • 0000•. • • • is • • • •• • • •.• so.* • • •• •ciii 94 11 fd mJ F y aaaffiaaffiaaffiaffiaffiffiaaaaa aaaffia aaaffiffiffia eaaaaaa affiffiffiaaae gaaaaaaaaaaaa aaaaaaaaeaa a as aaaaaaInn aaaaaaaaaa G sasses aaa a a seas .1 aes ssaaa� ease s s s a a a ASSISI aaa Q a a ffi a IRS ffi ffi a s :: ffi a ffi ffi e a ffi ffi ffi ffi ffi a a a�affiffiffiavaaaaaaaaawasttaaaaM eaa s aria �e� � ��pp QQn pg ffiffi 8555555885 sr5_55855555ac5 .958555555555555555 55&55555 ��tSB�Ssaffi30ffi1 i$S 136tS8t� $�$ ffit0�$O�SSi6 Viggo Al 9 � �aaaaaaa aaaaaaaaaa aaa eases �a0 $ Hula 5 aaaaaaSaaaaaaaaa aaaaaaaaa eSa eases aaaaaaaaAnn aaaaaaaaaaaaaaeaaaa 4a 5 aaaaaaaaaaa a $ eases aaa s s easall aaaaaaaMaaaaaa�aaaaaaaa a aaa v �� baa a ease 0:1a seas as �aaaaa a ti ffiaaaaaaa aaaaaaaaaaffi sasses' aaa aaaaaaaaaaaaa 0 a as eases ss �aaaa^ffiM a a aass�saaaa aaQaQaaa e p� SM141 Aa as s paaa Mea e�R�s s � aS S q aA v A AaA 'a' a o ^a na � as amt $� ffi°' aS a S a aSOAM a '� qA as a s ad. SfA h. a ea S A� am sit a:aaaassaia�$�aaaa�ivsi ao Baa ££8fifi A a a S' a as as ffi S nil a A S Wa amm saAam a SR smaS w^f 13 0A Ss R eeeeeeeeaee88,g58S0�S548�$>a� S tg��R$8S$A�t 918��$S7$8� � �aaaaaaaaaaaSaaaaaaaaaa aaaaaaaaaa aaa eases �a0 $ Hula ANI aaaaaaSaaaaaaaaa eSa as aaaaaaaaAnn 4a aaaaaaaaaaa a $ eases aaa s s easall aaa a aaa v �� baa sass a ti ffiaaaaaaa aaaaaaaaaaffi aaa aaaaaaaaaaaaa 0 a S ��aa aaQaQaaa SM141 Aa as s paaa Mea e�R�s � AaA 5 $� h. € easiate £S_S58S58Sfi a:aaaassaia�$�aaaa�ivsi ££8fifi S5S5 S' 5555 se SSSSfi ffi FB £SSS Affi8� -5 $8>Bl: S 8 $ffid� � �aaaaaaaaaaaSaaaaaaaaaa aaaaaaaaaa aaa eases �a0 $ Hula ANI aaaaaaSaaaaaaaaa eSa as aaaaaaaaAnn 4a aaaaaaaaaaa a $ eases aaa s s easall aaa a aaa v �� baa sass a ti ffiaaaaaaa aaaaaaaaaaffi aaa aaaaaaaaaaaaa 0 a S ��aa aaQaQaaa SM141 Aa as s paaa Mea e�R�s � AaA 5 $� h. € easiate £S_S58S58Sfi a:aaaassaia�$�aaaa�ivsi ££8fifi S5S5 S' 5555 se SSSSfi ffi FB £SSS Affi8� -5 $8>Bl: S 0000•• • • • 0000•• 0000•• 0000• 0000• 0000•. • 0000•• 0000•• TABLE 7: TABLE B: SILL SHOWN, 14410 8;�; :Si Cli'. a lffl • • II / E?�ff d m m m ddddd ddddd' � y�� t M/ //� ©dOdd • • ©d©©d ddddd dd©d0 ddddd t3>� C71, m NMI! m m ©dddd ddddd Odddd m ©dddO 0400© ododd odd©© Oddd© • o©ood dddd m m ddddd �,7 ddOdO TO BE EQUALLY ddddd • • D m ©dddd OOOdd ©dddO m m m m m D O O© d OddE�E� ddddO odddo 66706 wM m oodod oddoo ©ddoo d ddOd m m dOddQ Odd©d �7 C1Gf E�dddO ddddd l7dOdd Odddd �3� Ci:7 dddd© ©E>•EI•oE� d©dE�d d�doo m Elm od©dld Odddd odd�ad ootid© m CL7 m t>■dOd© E'iLf OdE1.00 dddOO o�000 oodoo m m dd00a m dOddd ©dd0d dOd©d m m Odddd m �■ ©d Odd ©ddd m od000 Elm E� ddddd cn wM om ododd � m 000Eso ddOd Od000 ooAoo m m dddd0 �■d©ed EiGf KIM ddddd dddd© Odd©d dildOO m m d©dE�d dE�O©d E�ddE�d dddd m OddE�d d dddd mom m m m tido© d 000�1d m oo©oo d mddi�dE>t � m CTI, Od©dd QIQOdd im m Oddde O d d d m dd eood TABLE B: SILL SHOWN, 14410 8;�; :Si Cli'. a lffl • • II / E?�ff d ,: ddddd Odddd � y�� t M/ //� ©dOdd • • o0ddd ddddd m m EL7 ddddd •• • Elf ddddd ��dddd m dddOO 0400© odd©d odd©© d E'1Ef • d dddd �odod ddddd �,7 ddOdO TO BE EQUALLY dddOd • • >� ddddd OOOdd O dOdO m m d dd dd paries/Model: m m Shest, ddddO OO©©d 66706 OdOOd ddddd oddoo 8 OF 10 I d ddOd RO dOddQ �7 C1Gf E�dddO ddddd Odddd m �f ©E>•EI•oE� ddddd d�doo m m Odddd ootid© ddddd m �f m E'iLf dddOO oodoo d©dOd • m dOddd dOd©d dddlEld m m m m �■ ddddd ©ddd ddddd O©d©d Elm E� ddddd d©dOd o0odd � m � OEMMill ddOd ooAoo 0 dddd0 : EiGf KIM ddddd dddd© dildOO d m dE�O©d d dddd m X17 d dddd mom ®dddd 0000© d ddd 0 m d d d d d TABLE B: NOTES: 1) USE THIS SHEET FOR ANCHOR QUANTITIES LOCATED BETWEEN THE CLUSTERS. ON THE HEAD AND SILL SILL SHOWN, 14410 8;�; :Si Cli'. a lffl • • II / ffl m m • • •• Odddd � y�� t M/ //� u • • • o0ddd '••, m m EL7 ©Es©�fa •• • dddd© J Qi.• • • * � ��dddd E�:7 m 0400© 5 r k i @N�•5.8?0 —_ odd©© m ©dod© • �odod m m m dd00d Drown By: J ROSOWSKI TO BE EQUALLY • • • • • • Odddd SPACED, +A IM OOOdd • m m ©d Odd paries/Model: doo©e Shest, m m m OO©©d 66706 OdOOd SS -3500 oddoo 8 OF 10 I o�000 RO m E'_I7 Oddd© ddddd �I� m ©E>•EI•oE� d�doo m m E1•dd©d ootid© m �f m 0000© o0d00 oodoo m E37 • DdOdd dOd©d m m m ©ddOd ©ddd d O©d©d W -M o0odd � OEMMill O©Odd ooAoo Q1� : o��o© OdOdd ETA Eii7 dE�O©d E�E1.O©© m X17 E'•d©Od Odd OO 0000© m m 0000© 0odoo NOTES: 1) USE THIS SHEET FOR ANCHOR QUANTITIES LOCATED BETWEEN THE CLUSTERS. ON THE HEAD AND SILL Wbtdav Wall Md -Panel Andwr Quffity I10 Mextnaan 9dm S>4•el 21410 SILL SHOWN, 14410 a t a 1 1 Approved M= aplyins wAb the HEAP �� • • • • II / • • • • • •• n � y�� t M/ //� u • • • II II n '••, 11 II •• • •• J Qi.• • • * � EQ. EQ, EQ Rev7sed 8y: Dsta: RevrsFon: 5 r k i @N�•5.8?0 —_ • • MID -PANEL ANCHORS • • Drown By: J ROSOWSKI TO BE EQUALLY • • • • • • LM SPACED, +A IM • • • • paries/Model: Scale: Wbtdav Wall Md -Panel Andwr Quffity I10 Mextnaan 9dm S>4•el 21410 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8810 4Zht 14410 a t a 1 1 Approved M= aplyins wAb the Z t Z I 1 � y�� t M/ //� ReWsad By: Oate: RgyFajp�: NOA# � �j '••, J Qi.• • • * � Rev7sed 8y: Dsta: RevrsFon: 5 r k i @N�•5.8?0 —_ �+ : -o ,�`" ® Deac pf on: PANEL ANCHOR TABLES Drown By: J ROSOWSKI ;: •,<po,�, . 4�F TEDD :' �. i., LOAI,.•4i�C��: 1070 TECHNOLOGY DRIVE1tle: N. VENICE, FL 34275 STOREFR ONT SYSTEM DETAILS - LM Dote: 10/05/12 :•//WNI•`'��` NOKOMIS,O FL 134274 paries/Model: Scale: Shest, Drawing No. Rav: 66706 CERT. OF AUTH. #29296 SS -3500 NTS 8 OF 10 I MD -3500 -LM RO ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9: • • •• • 4• • • •, .k ••i ••i • "*4i• 01018305 r. rt WIDTH 2 Window Wail Mullion Capadty (psf) STM' f� 1070 TECHNOLOGY DR1VE N P.ONI SOXF 1529 75 FL 34274PRESSURE rare: STOREFRONT SYSTEM DETAILS - LM FlmMne) Ohn. Ummitdmead (Gh13Typm9&O Umatdor®d I0m/TWm A&D) Man. Md. (GlaaTypesC&F) Slut ROW. IGlmsTyMCBF) Fra11e W dth Frans WVA Post •)Fos s Po8 al N - Post.) N 24 in 901n 721"7" 700 0.D 0.0 90.0 90.0 20m0 940 120.0 70.0 110.0 no 900 no 1000 90.0 mo 361n 42111 70.0 90.0 900 900 Imo 900 1240 7110 800 900 no 900 100.0 no 1m0 481n no no no 90.0 mo no ]m0 94111 601n 7a0 a" Sao Wo me I= 900 100 7a0 an 90.0 90.0 9010 100.0 no 170.0 8810 72M 800 imo no 1260 90.0 100.0 no Ua0 24111 9Din 781n 740 640 no 90.0 90.0 moll 940 1a0 700 80.0 no Sao no 1000 90.0 120.0 96in 42111 70.0 EA9 900 900 960 1010 900 160 700 50.0 900 2060 90.0 121LO 48111 %M 700 80:0 800 90.0 900 mo 760 80,11 904 90.0 80.0 IM0 8110 Im.O 601n 66M no 80.0 no 90.11 1 no 1=0 940 1m.0 9" 785 72M 90.0 mao I 90.0 lao 24 M 94111 720.0 811.0 no no no =0 9110 1 12IL0 760 no no no =9 IM0 9IL0 I 1240 min 42111 70.0 840 no no 940 20ao 940 100 700 80.0 Wo 100.0 no 120o 48M 90 740 no 940 no 80.0 1111" 840 1m0 no i 80.0 Sao Sao no 10.0 no 1&0 60111 861+1 940 1040 90.0 10..0 900 mac 940 10.0 1111 940 Imo 241n 9DM Win 70.0 960 90,0 9010 90.0 moll no I=0 I mo 80.11 80.0 9110 50.0 ima 90.0 7240 961n 421n 7010 911.0 no Sao 90,0 100.0 9010 10.0 740 9110 90.0 90,0 Una Sao 10.0 481n 941n 7a0 640 99.4 K4 no 100.0 90.0 100 90.0 2000 no 1240 Poin 56111 911.0 mmo Sao 11=0 920 IM0 721n 90.0 100. 24111 90111 97.75in 7Q0 80.0 90,0 90,0 90.0 0.0.0 840 10.0 7010 80,0 940 100.0 9110 12SO win 421" 700 840 90,0 no 9110 100.0 8010 la0 7110 97.9 $7 no 0 70. 45M 94M 70.0 80.0 no no Sao x11.0 990 120.0 90.0 IM0 940 1m0 in 6610 Sao Imo 90.0 Imo RM Sao imo 24111 Mtn %min 70.0 80.0 90.0 1 9060 615 100.0 In 1 0 12" Tao 80.0 no no 0 IM0 90.0 1'140 9610 47111 740 no au au 90.0 1000 940 10.0 1183 770 79.1 77.1 940 =A Sao 4911190.0 min 1040 90.0 90.0 0.00 840 min Win 90.0 100.• no • • •• • 4• • • •, .k ••i ••i • "*4i• 01018305 r. rt WIDTH 2 Window Wag Mullion Capacity (psf) STM' f� 1070 TECHNOLOGY DR1VE N P.ONI SOXF 1529 75 FL 34274PRESSURE rare: STOREFRONT SYSTEM DETAILS - LM Naairlel dm Uaeirdorced (m•T"ma&P) Unmkdorned WmaTypesA&D) Almon. Relyd. (Glm TAMC&F) Steel RsIM. (Ghm7ypesc&F) Frage waft Frans Nei PCs ♦ Pm +l PCs (t N - Pob (- 241n 30111 m91n 7110 80.0 no 90.0 911.0 200.0 no Im.O 711.0 SAO 07.5 87.5 90.0 Imo 90.0 im.0 381n 421n 6S6 Tao 74.0 740 90.0 I=0 90.0 1200 97.3 60.3 ata 84.4 90.0 2060 900 im.0 481n 541" 9011 lmo 900 Imo no im0 60111 8610 80,0 lao no 1040 241a 3DIn 114 in 70.0 no 940 9m0 90,0 ]GAO 90.0 im as 742 74.2 742 9010 IW.0 90.0 120.9 361n 421" 59.9 618 67.6 626 no mu 90.0 Imo no IMO 840 1011 40in Min660 60111 940 200,0 90.0 ]260 100.0 no 700.0 Z41n 301" 3min 607 78.3 795 785 960 IWA 90.0 I= SU 63.4 634 684 no 1000 80.0 720.0 asin 421a 47.4 59.8 989 SAB 90.0 700.0 90.0 720.0 911.0 HILL 90.0 =A 481n 5410 Win 940 1060 90.0 fm.0 Sao mo 90.0 200.0 241+1 Min 118111 Gu 0.7 87.7 67.7 90.0 90.0 1m0 483 5ta S46 546 960 90.0 I= soM 42111 40.6 4&0 480 480 960 100,0 90.0 Imo 67.1 989 90.0 1166 461n 1 960 IWA ato IGA 24M min 3m In S22 SBR SSS 586 900 100.0 940 120.0 421 47A 47.4 47.4 90.0 1069 90.0 70.0 asFn 421n 47.1 987 90.0 TIM 75A as 90.0 100.9 431n 94111 845 726 on 24M 9o1" 1%10 4 SL4 514 0 90.0 7 4L4 4L4 4L4 90.0 mao 90.0 1200 ;•M 42M M1" 7810 644 90.0 mu 79.2 S8.0 70. 779 241" WIN 1441n 401 432 452 432 9110 2011.0 960 1m.0 329 364 38.4 36A 79.5 89,8 960 IMA Win a2M 8&7 74.1 80.3 899 666 112 48M 615 • • •• • 4• • • •, .k ••i ••i • "*4i• 01018305 r. rt WIDTH 2 Description: MULLION CAPACITY STM' f� 1070 TECHNOLOGY DR1VE N P.ONI SOXF 1529 75 FL 34274PRESSURE rare: STOREFRONT SYSTEM DETAILS - LM Date: 10/05STOREFRONT Series/Madel: SS -3500 II II II I I II 9 OF 10 II II RO CERT. OF AUTH. #29296 HEIGHT n A ii II u II II u FRAME WIDTH = WIDTH I + WIDTH 2 2 4 ALUMINUM REINFORCEMENT #19509,6063 -TO STEEL 10 REINFORCEMENT #19532 A36 STEEL W?R.Waim ReHsion: IF COMBINED WITH STOREFRONT ENTRANCE • ••• • ••i'P DFDOO_SIGN PRREEE SSSSURRE ALUE OF �'�R OAR ER 0 • SYSTEM BHALL BE THE DESItdPI • • • • ••NOKOMIS, FOR THE ENTg2E 9Y376�0. • • • • o •,d 13 w '• '�`i��.` Ilk' / P.EB +0.008 ® Description: MULLION CAPACITY aY; J ROSOWSKI 1070 TECHNOLOGY DR1VE N P.ONI SOXF 1529 75 FL 34274PRESSURE rare: STOREFRONT SYSTEM DETAILS - LM Date: 10/05STOREFRONT Series/Madel: SS -3500 Scale:Snest:No.PE NTS 9 OF 10 No. RO CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR FOR CLARITY, ANCHOR PLATE NOT SHOWN IFOR CURVED OR ANGU HEADERS, CORNERS MAY BE WELDED 6.000• 1.000° 4'� 4.18Y TT -k- • ow 064' 1.760° .ass• OHEAD, SILL & JAMB OTRANSOM O FLAT a4Y BASE SNAP COVER #19601,6083-T6 #19502,6063-T6 #19505,6183-T6 �---- 4.76Y _T J_�:: 2.97' il- -- 22.,1W _�I Imo— 4.7W --�j 1.521' 1.121' .OBY 1.121- I "ate-'Ij'-- '�4• l� �J 1.863°T .187° OREINFORCEMENT �OALUMINUM FLUSH 918°EAD �6 FLUS 1 BEAD O CHANNEL #19509.6063-T8 #193,6063 -TB #19504,8083-T6 #19531,6063-T6 4.760• TABLE 10: Item . # Description Arterial 1 19601 From Head,Jamb, SIO 8085.78 Alan. 2 Lem TransomBese GMS•TBAlum. 31 Cover 8085-•16 Alum 4 19509 Alumlmun RelMorcemeM 8083•TB Alan, 5 19503 Rush Bead 91W 8063.78 Ak m. 8 1 19504 liflush Bead, 1 4' 608578 —m- -7 19591 Andw Ow mil 4° OWTO Alum. 10 19532 Steel Refdon ammlt ASO Stet 30 1652 SoWn Blodt AtW x 71W x 4' Duro -85 -5 EPOM 31 1704 W Sett/ Slade 31W x I -W x 4- Duro- 854 -S EPOM 40 13144 Gazhig Gasket, Be Duro-65 -5 EPOM 41 19543 Gaztng C***t, Glazing Lax Duro-80+-5 SerbP- 42 SUlcww Safteddirr, Dow 71% 795, GE7700 47 2870 Ed I.G 716° Super -Space, 50 71]X112 #12xHex WasherSaew, AssemblyStahB�e Steel 53 I 76656 186X 1-51r Bu a Head Ph. Stew, for Curved Bead. Brae wkb t1w `tt111111f1// DaW • • 00* • • ., 1�F 77� Revised By: Data: Revielon: • �� • • • • • •••• -i M • • • • • • 414. • • • Ravtssd By: Date: Revieka: tl 5 • • • • • t1k • p, 587# EXTERIOR • • • • • • • • � • • w�o1F ` MATERIAUCORNER DETAILS J ROSOWSKI • • • • • • • • • • • •� 0, �'• 7,�:••ip" `�?� 1 N 0 VENICE, FL 34275 RHs: Date: • • • �yF��.�` P.O. Box leas STOREFRONT SYSTEM DETAILS - LM 10/05/12 • • • • • • • �// `•QI�� t NOKOMIS, FL 34274 • • • • • • / / I ■ I ISN • Series/Model: Seale: Sheet: Orawing No. Rev: • • • • • • • + Mt " P•� CERT. OF AUTH. X29296 SS -3500 NTS 10 OF 10 MD -3500 -LM RO or • • • • • • • • • • �-- Aw 1.128• STEEL 10 REINFORCEMENT #19632,A36 STEEL wkb t1w `tt111111f1// DaW • • 00* • • ., 1�F 77� Revised By: Data: Revielon: • �� • • • • • •••• -i M • • • • • • 414. • • • Ravtssd By: Date: Revieka: tl 5 • • • • • t1k • p, 587# EXTERIOR • • • • • • • • � • • w�o1F ` MATERIAUCORNER DETAILS J ROSOWSKI • • • • • • • • • • • •� 0, �'• 7,�:••ip" `�?� 1 N 0 VENICE, FL 34275 RHs: Date: • • • �yF��.�` P.O. Box leas STOREFRONT SYSTEM DETAILS - LM 10/05/12 • • • • • • • �// `•QI�� t NOKOMIS, FL 34274 • • • • • • / / I ■ I ISN • Series/Model: Seale: Sheet: Orawing No. Rev: • • • • • • • + Mt " P•� CERT. OF AUTH. X29296 SS -3500 NTS 10 OF 10 MD -3500 -LM RO or • • • • • • • • • •