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Home My WebLink AboutSUBMITTED PAPERSDATE: 1 , RECEIPT: STLC.ICIE :.� 'CrouTTjy �r PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT St. Lucie CoUnt� 1. LOCATION/SITE ADDRESS: %6() cj (nl�l � )S�01;C' 2. PARCEL ID NUMBER: 35 3S— OO 6 — ' a',.� 3. DESCRIPTION OF PROJECT:d lV ,_-_ V" 4. TYPE OF STRUCTURE: SIR: MOBILE HOME: OTHER:1. 5. OWNERS INFORMATION t 1 _ 11 ` NAME: W i�I�LaJO! d- N�M� �'(�C% )tjiA- r_X ADDRESS: ►gf C[I C t r FtD'i e CITY: Fyyn� _(_ STATE:' ZIP CODE: 6 PHONE: g�{�`_ EMAIL: Type of Surface attachment: Wood Frame 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: scC 13 I 1 SO D COUNTY CERT #: et -7 1 1 1 BUSINESS NAME: �tyyo ob f9 PHONE NUMBER: C EM 1 �@ $fs• 11'1 Concrete Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL #' 'REMOVABLE PANELS ACCORDION ROLL -UP FABRIC OTHER 1 } ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. '-SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 1 7y� ' PERMIT FEE: $� , 5O OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3 SiNiPLAV�CWaG-1 cz � At�—L PRINT NAME OF OWNER OR C TRACTORjj/QUALIFIER SIGNATURE ER O /Q ONTRACTORUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS AQ DAY OF � 20_� BY, QWW J. RmilkoweMHO IS RSONAL�KN OR A PRODUCED AS IDENJTIFICATION. PAMELA A. EVANS NOTARY PUBLIC �� s —STATE OF FLORIDA SIGNATURE OF NOTARY TYPE OR PRINT NAME OF OTARY G y m# EE033967 TITLE: NOTARY PUBLIC COMMISSION NUMBER �033 cE 9�0 Expires 10I1112014 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. SLCPDSD Revised 4/10/2012 JC DATE: RECEIPT: PERMIT N6 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT 1. LOCATION/SITE ADDRESS: S'f3 2. PARCEL ID NUMBER: :3,53S-r7Q,3—Q01b3-CQ(5—t,6, 3. DESCRIPTION OF PROJECT: 402zctZ /d,1 S U- =� 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION NAME: W 1 kka''m b- �7 ��{ (�AQ MuAlro FL REGISTRATION/CERT #: �'C 13 11 SOW D ADDRESS: 1,31 cu'b COr- FtI7T e COUNTY CERT CITY: 'STATE':, Z L BUSINESS NAME: _F61� e�r►Ce ��[�(A er 00 tp ZIP CODE: O PHONE': W4 7-g51_ q'I PHONE NUMBER: L EMAIL: EM l @ t°iTJ • iY1 Type of Surface attachment: Wood Frame Concrete Masonry Other PRODUCT" TYPE; " w PRODUCT ;DESIGN'PRESSURE; i ..,.. .."_ PRODUCT APPRQVAL #:'," REI�VABLE PANELS ;'. ROLL ,UP FABRIC,: [ 1 ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS. SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBA`CX. . oa 7. VALUE OF CONSTRUCTION: 1 '71 PERMIT FEE: $ OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME -OF OWNER OR C TRACTORI/QUALIFIER SIGNATURE ER ORf ONTRACTORLQUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS 4RQ DAY OF(/ P411--, 20.� BY, J. 8t^1kpWWHO IS RSONALLY KN OR A PRODUCED AS IDENTIFICATION. PAMELA A. EVANS _605 -NOTARY PUBLIC i7 C U _ STATE OF FLORIDA SIGNATURE OF NOTARY TYPE OR PRINT NAME OF ILO ®y m# EE033967 TITLE: NOTARY PUBLIC COMMISSION NUMBER �. E Expires 10/11/2014 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. SLCPDSD Revised 4/10/2012 JC INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those activities that is not otherwise included under a primary building permit. This application for Permit, may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: ................................... 6. VALUE OF CONSTRUCTION: ........................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place: Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday Following the issuance of this Shutter Permit, the scheduling clf all required inspections may be made by calling (772) 462-1261. INSPECTIONS ** EXISTING RESIDENCES All shutters must be installed and in place at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by, the, opening for -the" inspector to verify remaining panels. ON-NEW.-HOMESALL SIIUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 90Y'MRH EXP "D" . . CD o19 McNULTY, WILLIAM Vilna 9400 S. OCEAN DRIVE #808-B Castle ° JENSEN BEACH, FL 34957 Impact Windows �* FACTORY DIRECT SINCE 100 any ` Z. ;7.. ,!. '. ,,,, i►►�4.11r�3siieerY.7TMMa�:►:W "` '. 'wN;'. . �. , .f,�rr�,�,• t BCIS Home Log In User Registration ' Hot Topics I Submit Surcharge • Slats & Facts Publications ; FBC staff SC1S Site Map : Links Search j Busmess�,-� 4 Professibr"ai*ProduCt USER: Public UsserAprOVal Nclgul; Lio1) �y Product Aooroyal Menu > E[pdu,1g6M-1! a -1Qn Search > Bpgysjtjpn LEI > Application Detail FL # ' Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall 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 Certificate of Independence FL6410-RS Revision 2010 Approved Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 gary@foldingshutters.com Frank Bennardo frank@engexp.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561)209-7675 edh@foldingshutters.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE-0046549 PFS Corporation 12/31/2015 Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received FL6410 R5 COI Cert Indep pdff Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj2szs... 3/8/2012 N Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 Summary of Products Model, Number or Name Descri Ion i Titan II Folding Shutter Accordion Shutter f Use Installation Instructions d for use in HVHZ: Yes for use outside HVHZ: Yes =an FL6410 R5 II Dwa.Dded Verified By: Frank L. Bennardo, P.E. PE0046549 Resistant: Yes Created by Independent Third Party: Yes Pressure: N/A Evaluation Reports See engineering drawings for design limitations FL6410 R5 AE Eval Rpt.Ddle spans$ mounting conditions, anchor options, Created by Independent Third Party: Yes Back Next M1 Contact Us :: 1990 North Monroe street Tallah« aee FL 32399 Phone: ASO-487-1824 •The State of Florida is an AA/EEO employer. copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Stat ment Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at wobmasterOdbor st�tate.fix . " Product Approval Accepts: ~ ® 55R_ E sccvrit tIV[UB HBi�e - [ M T H/ M http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj2szs... 3/8/2012 Customer: - McNULTY M rder Number: 03282014015 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -51.9 112 51 132.25 59 55.75 24"o.c. 9"o.c. 04/09/2012 - FA01 Wind 0400 Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof Tributa Area S Ft Height SO 15 20 25 30 50. f -51.7 -51.7 -51.7 -51.2 -50.6 -5 2- :1 61-70 ft +51.7 +51.7 +51.7 +50.7 +49.9 + -52.9 -52.9 -52.9 -52.4 -51.8 -5 �3 `- Soft +52.9 +52.9 +52.9 +51.9 +51.1 + -54.0 -54.0 -54.0 -53.4 -52.9 -52. 3' 90 ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 9.7 -55.0 -55.0 -55.0 -54.4 -53.9 100 ft +55.0 +55.0 +55.0 +53.9 +53.1 .4 + 7 -55.9 -55.9 -55.9 -55.3 -54.8 -54. 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 -56.8 -56.8 -56.8 -56.2 -55.6 -55.1 -54.7 -54.3 -53.9 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 '57.6 -57.6 -57.6 -57.0 -56.4 -55.9 -55.4 -55.0 -54.7 130 ft +57.6 +57.6 +57.6 +56.5 +55,6 +54.8 +54.1 +53.5 +53.0 -58.3 -58.3 -58.3 -57.7 -57.1 -56.6 -56.1 -55.8 -55.4 140 ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 -59.0 -59.0 -59.0 -58.4 -57.8 -57.3 -56.8 -56.4 -56.1 150 ft +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9 +54.4 -59.7 -59.7 -59.7 -59.1 -58.4 -17.9 -57.5 -57.1 -56.7 160 ft +59.7 +59.7 +59.7 +58.5 +57.6 +56.8 +56.1 +55.5 +55.0 -60.3 -60.3 -60.3 -59.7 -59.1 -59.5 -58.1 -57.7 -57.3 170 ft +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 1 +56.1 1 +55.6 -60.9 -60.9 -60.9 -60.3 -59.7 -59.1 -58.7 -58.2 -57.9 180 ft +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 1 +56.1 -61.5 -61.5 -61.5 -60.9 -60.2 -59.7 -59.2 -58.8 -58.4 190 ft +61.5 +61.5 1 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 -62.1 -62.1 -62.1 -61.4 -60.8 -60.2 -59.7 200 ft +62.1 +62.1 1 +62.1 +60.9 +59.9 + ' :7 c -62.6 -62.6 -62.6 -61.9 -61.3 -6 ti7 c 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 + .6 -63.1 -63.1 -63.1 -62.4 -61.8 -6 ,2 220 ft +63.1 +63.1 +63.1 +61.9 +60.9 + .0. + 8, P86' -63.6 -63.6 -63.6 -62.9 -62.3 -6 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 -64.1 -64.1 -64.1 -63.4 '62.7 -6• 240 ft +64.1 +64.1 +64.1 +62.8 +61.8 -64.5 -64.5 -64.5 -63.8 -63.2 -62. . 250 ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 -65.0 -65.0 -65.0 -64.3 -63.6 -63.0 -62.5 -61.7 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +62.1 +60.4 +59.8 -65.4 -65.4 -65.4 -64.7 -64.0 -63.4 -62.9 -62.5 -62.1 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 '65.8 -65.8 -65.8 -65.1 -64.4 -63.8 -63.3 -62.9 -62.5 280 ft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 -66.2 -66.2 -66.2 -65.5 -64.8 -64.2 -63.7 -63.3 -62.9 290 ft +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 5 Roof Tributary Area j2aLtj iptight 10 1 15 20 25 1 30 35 40 1 45 1 50 -94.8 -94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 61-70 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -88.6 -87.1 -85.8 80 ft +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 -99.0 -99.0 -99.0 -96.2 -94.0 -92.1 -90.4 -88.9 -87.6 90 ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50,8 +50.2 +49.7 g -100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 �d +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 '104.1 -104.1 -104.1 -101.2 -98.8 -96.8 -95.0 -93.5 -92.1 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 1 +52.8 +523 -105.6 -105.6 -105.6 -102.6 -100.2 -94.8 -93.4 130 ft +57.6 +57.6 +57.6 +8 +,�`.41. +53.0 -106.9 -106.9 -106.9 -1 TFa .0 -94.6 140 ft +58.3 +58.3 +58.3 + ,.2 4.2 +53.7 -108.2 -108.2 -308.2 -1 0'.6 S B 7.2 -95.8 150 ft +59.0 +59.0 +59.0 + :.9 '. $6;2 5 " _rc.. +54.4 -109.4 -109.4 -109.4 -10 .. 9 -96.8 160 ft +59.7 +59.7 +59.7 +58.5 +57. 6.1 +55.0 170 ft �,qp www+55.5 +60.3 +60.3 60.3 ,2 +5 . .7 �5.6 -111.7 -111.7 -111.7 -10 ' - b - . .3 -98.8 180 ft +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 -112.8 -112.8 -112.8 -109.6 -107.0 -104.8 -102.9 -101.3 -99.8 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 -113,8 -113,8 -113,8 -110,6 -108,0 -105.8 -103,9 -102.2 -100.7 0 ft ,y +62.1 +62.1 +62.1 +60.9 +59.9 +59.1 1 +58.3 +57.7 +57.1 210 ft -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 -115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102.4 220 ft +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +58.7 +58.1 -230 -116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59.1 +58.6 -117.4 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 kkm +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 & -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 250 ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 -119.1 -119.1 -119.1 -115.7 -113.0 -110.7 -108.7 -107.0 -105.4 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 -119.9 -119.9 -119.9 -116.5 -113.8 -111.4 -109.4 -107.7 -106.1 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 -120.6 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7 280 ft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 1 +61.2 +60.6 -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -107.4 290 ft +66.2 +66.2 +66.2 1 +64.9 1 +63.9 +63.0 +62.2 1 +61.6 +61.0 WIND VELOCITY = 165 MPH MRH > 60' EXPOSURE 'D' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRI 0 I`37DN,,- WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COtl, D F`OR 1y ITH THESE TABLES. 2. TABLES VALID 0 E. ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R L F"„ _ APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA B a " INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B L Av E OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF D. S �EAK.." T. 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP rtGTk z ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- I" +LU1;fA RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE 0 CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO No -0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH B SH D, RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CDR DING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED N Hdit,$F , NO VERIFIED BY THE GOVERNING BUILDING DEPARTM - . flLDE RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER 5. THIS SPECIFICA 0 I E, T ER ANY PRODUCT APPROVED CERTIFICATION. RE R itx 'I, 2. (1' MITTED TEST CRITERIA AND OTHER APPROVALS FOR DES TION , F- MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T $ V Y,O_T CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL FfQT TEM ORDINANCES. 7. NO CERTIFICATRI # " F 11'S ' TY OF THE HOST STRUCTURE. S. EXCEPT AS EXPRESSLY P r �4 IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAS - PEAK ROOF WHICHEVER IS SMALL pp LEHEIGHT DIMENSION OR 3FT (1 ONE qJ QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF'MEANa aVE OFHT®E HEIGHT 4ONTAHE, EV IO ALL ZONE FIGURES �ISO C to C) o REMARKS DRWN CHKD DATE 2010 FLORIDA BUILDING CODE ENGINEERING ' < T o D o Z INIT ISSUE GSS TSB 03/05/12 m m = EXPRESS ' \ J, LQ� REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 G rn 3 ASCE 7-10, CHAPTER 30 a W n DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, #106 �( loz N z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 0 \ D H •tn O m THIS DOCUMENT IS THE PROPERTY OF FRANK L, BENNARDO (954) 354-0443 O O I -P z o RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER ASCE _ 7 10 WWW.ENGEXP.COM CERT OF AUTH #9885 � a7 O O � ?t - in MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND !n IM/AI InATF nI IR ('FRTIFrATinN _ _ ,R I 9 GENERAL NOTES: LARGE ISSIIE TMPATHIS EN CT SYSTEM IN ABEEN TESTED AND ACCCOORDANNCAS AE EWITTHE FORROSE W17HDf AND DUrSIDETHE MC,Ft ®VELOCt�ry HURRICANE ZONE CHWin, PMTAS 201, 202, a 203 PIROTOCIXS. 2. No 33-1/3% INCFWASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR 01+1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 306-SPEMC BASIS IN ACCORDANCE WITH THE GOVERNING CODE SITE-SPECIITIC �REQUMSASDETERMINED NACCRDANCWTTAND R1 10 BUILDING CODE SHALL BE LESS THAN OR.EQUALTO THE POSITIVE OR NEGATIVE DESIGN PRESSURQUPACITTYNAUUFS LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4. DESIGN PRESSURES NO, HELEDI ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 15 SAFETY FACTOR. . S. THE SYSTEM DETAILED HEREN LS GENERIC'AND DOB NOT PROVIDE INFORMATION FOR ASPECUMSM. ,IF SITE CONDITIONS DEVIATE FROM TIE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER ER OR REGSTE MARCHIIECT SHALL PREPARE SITE SPECIFIC DOCU14E7NTS TO BE USED IN CONXR#CTION WITH THIS DOCUMENT. S. THE ADEQUACY OFTHEEISTDFGSTRUCTURETO WITHSTAND SUPERIMPOSED LOADS IS OMMETHE SCOPE OF THIS CERIFICATION AND SHALL BE VERIFIED BY OTHERS. 7. ALL COMPONENTS SHALL CONFORM Tp1HEIR RESPECTIVE SPECIFICATIONS AS NOTED HEREIN. B. ALL EXTRUSIONS SHALL BESM346 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 9. ALL POLYCARBONATE MATE EALSFOR RISE.VMH THIS SYSTEM SHALL BE MANUFACTURED FROM 300%SYMMTIC THEtMOH+lASnC POLYMER RESIFT ON STAMnM) AND DEMONSTRATE COMPLIANCE WITH SECTION 2612 OF THE BUILDING CODE SPOCUM ABOVE. 10. SIURES SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABS. PER AsSEMBLYcoFTFAtNINGTHE FOLLOWING: FOLDING SHUTIEROORRORATION WEST PALM BERCH,-TL - TAS 201, 202 B 203 FLORIDA PRODUCT APPROVAL•TiUMBER 11. THIS sN11T1E1 SYSTEM HAS MEN DESIGNED AN DITSTED To THE MAXIMUM SPANS AND CDRRFSTONDIRGIDAOS.SHOW N HEREIN. 12. %P & BOTTOM DETAILS smmMM►Y.BE INTERCHANGED AS FIELD CONDITIONS DICTATE WHERENCTED AS SUCH. 13. ALL BOLTS, NUTS, B WASHERS SHALL BE ZINCCOATED STEEL, GALVANIZED SME., STAD`EES.S STEEL. ORALLP MLM ALLOY 2024-T4 OR 7075TS, TE6 MMtoNtzi tETALSCREWS SHALL BE SAE GR. 2 HO MIM ORMQLDVALmr. 14. STEEL SURFACES TO BT43ACEDI*MOMRCFWIRN ALUMINUM SHALL BE GIVEN ONE C011LOF:ZIFLC.UMpMATE PRIMER OR SMALL BE GALVANI2>D, TITAN II FOLDING SHUTTER Big NIS WIDTH CNMITED TOP MOUNT 'MOUMRNG AS.MEgD SECTIONS I I I I I I I •' sunuMTWUNT L- AS RMD .TYPICAL ELEVATION 1 N.T.S. ERER E EV HOOT SMT OSLAT SPAN SCHEDULE veND PRESSURE ('H MAXIMUMsu r1EAe110N ATTOPB BOTTOM PownvE PRESM1RE NEOATNE PRESSM 30!>M .144r iMr To R upf ear ear "Mt low tw.r 14e MR 144.r MR- 210MR 4OW w.r 00.tr iw MR toot 1wr /e76ft 144r 144.r 140WR 4e WH e0r emir 1te ER.R 07r e7.T te7eMR 1311• 144.0' 2MMR wpf w.r wr 125BIR eor M.er te7Mt 100.0' two 10e Mt 120.01 1m.r =RM 13e? wr 3w%ft tepees Mir wr stiretr lor-M 1w.T 1000 1m.r 1mr VSWR /33.0- 144.4r 330 ML wPtN aw w.r 1wEeT 10.7 tw.(r MOM 130.1m 13e.Y 34e ML SSW ee.r Isom e2r24e MR low 271 mm 127.r m MR "W tw.r KIM, mMR 1mr 374FAwrte7l>IR73W 1mr313MI1m.1•3e7 eNR wwr ties vier 4006M w Pit 113.0" 1130 424 MR 1eow 107? 1072 -447 MR 110p3r tots Mr 40e FA 120 PC eer eer 4e4 BIR 130W ee.Y eel 4e3OM 1Mpef ,E2e• etr 4e4M1 1w00 7T.T T.T R t11:0! 72r Mr ft 170 Py ee2 w2 1w PF e4A• M.4' R l4as 1e0pf e1A' e1.1' R IIOO IN eer w1p R SLAT SPAN SCHEDULE NOTES: 1. SPANS SHOWN IN SLIT SA4N SCINIDULE ARE MATOMUM ALLOWABLE SPANS AT EACH RESPECTIVE POSITIVE AND NEGATWE DESIGN PRESSURE. MIN" OF POSITIVE OR NEGATIVE ALLOWABLE SPANS SHALL GOYM DESIGN. 7. TMIS SCHEDULE MAY SE USEDFORALLMOUNTING CONDITIONS LISTED HEREIN. 3. USE'RERCTION ATTOP B eorro `TO DETERMINE ANCHOR SPACING FOR APPROPRIATE MOUNTING CONDITIONS PER CONNECTION MACIMSONEOULES. 4• ® DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE U z I 3 0 Rai I 1}-- �•0 R0•S.1rnD2O3•�� {--29 -431 0.69T 0.0 62' 7141o1s Qs s R0.14 0OTP 0151-RO12R.iW 3 RO.Ml R0.154 0A62 OUTSIDE PIECE 1 SLAT L-END LAT EN 6063-T6AWM 2 N.TS. 6�Ts� 3 N. 0 FIX.& 6M3-MA TSAWM N.TS. 6063-T6AWM 6W�HEADER I ;lyr o.a9r u id 1 a 0.090• �2.666` BOTTOM TRACK ADAPTER TS. 6063-TS NM ALTERNATE WALL HEADER 7%.L,f N.TS. 6o63-TSAWM ALT. BOTTOM r1 TRACK ADAPTER it N.T.S. 6063-TSPWM }---f 0.500' o.uo•� a J ^ N l . TYP. (OVIioNAI NON-STRUCTURAL) BOTTOM BRAIN GUARD 1G N.T.S. 6063-T6IlWM Mow .3 Tf'P BOTTOM r� ILL TRACK N.T.S. 60046 AWM ----5.000•---------- r 0.12s• lw og' 2X3X• L2XIX1/6'' BUILD -OUT NGLES 13 N T6 AUR4 3.331• 0 o.iz4• L ( L .676•+--# NON�S7ROQUpILL ) r 4 RAIN HOOD 1Y NTS.. _ 6063-TSAWM t u '21 0.437• .7/16• (�p) w i� EXISTING FT HOST STRUCTURE �7/16• 0.437• T MAX CORN TYPE C21 POP ANCHOR SPACING 24, O.C. PER SCHEDULE 2 OR 3 IN HOOD umt ) n NYLON ROLLER n 500 DIA/ NYLON BUS"M HG #10 X 2-1/2• S.M.S. STAINLESS STEEL �- OPHO_. NAL RAIN GT1A (NON RAL) r PDP RHEA � II 4 %/ AJrAGUNG PHI, ALT. SG[ 7116• WALL FE gp@ i MOUNT NG SECTION - Y �'-1'-0' VERT SECTION OPTIOML RAIN IGUApggppp�� s ON STRUCTURAL) / I r -L 9 3 ,16 EI'r ii oil SOTIH SmEs�I 0MAX wpm 3/16'AWM TCPF ie y�RULium i O 10.O.G EOT}1; S Ma HlYP! O6:A I OR 3GGGGyy7��7AE pKpnM SPACINGDETAIL) �i MOUNTIING SECRACK TION' W W - I'-V VERTSBCITON 0 W . E KISTI(G HOST 1-3J4- STRUCHXRE HIM.Ed EXMMG COTNH TYPE C4: 1/4• X 3/4' YM OR -c . (J $e*ALUM POP HOST ANCHOR SPACING PER I/4• X 3/4• BOLTS W/ RIVETS 0 24' O.C. STRUCTURE SCHEDULE 2 OR NUTS N WASHER O 6' OPRONAL RAN HOOD 2 X 3 X 1/S• O.G 1 IX4X1/6- �- (NON-STRUCRlML) WALUMP&'o .� AUJM AIIM ANGLE EO Ey RHYEts A 24! O;G n OPTIONAL MIN H000' N B 500 0 BUSHING � I (ROTI•STaULTURAy •• 0.437• -- MAX I MICI 7YP! G7: 0 � I ANCHORSPACINGP6L SCHEDULE 2 OR 3 .9 UPORDOWN ANGLE LEG MAY 0.437• MAX MAX j t NOTE: HEADER AND SILL DETAIL CAN BE USED IN ANY COMBINATIONS 0.43E _ MAX 0.437• MAX 2 X 3 X 1/8' 2 X 4 X I/0' E M ALVMXA 3Polp/1 RIV� I am TYPE CI: • 14AY BE CEILING BOTHSIDHEAMOR G15 PER SCHEDULE 2AMUSTABLE I OR 3 DEP LLsm CONK M! GT: I TO TOP iv ANCHOR SPACING TO PER SCHED 2 0R 3 i CONN TYP! CA• I - EANGLFL EXISTING EXISTING WOOD STUDS ANCHORS AT ENDS (G`0.55 MIN•) SPACED AT 24. O.C. MAX. }-ANCHOR SPACING ° o of STAGG s SPAC NG ED DEANCHOR g6• .1'-0• sQ1EDULE 2 OR 3 --,,'AMUSrABwstu NTm' 4' ONHOo BUILD-OUT f 3MOUNTG SECTION MrsEcam 0. ce I - 9 O2 CONNECTION CAPACITY SCHEDULE HOOD V 2 X 2-3/4 X 1/5' M 8 ALUM ANGLE a �N �-E9 EA-4 •14TENS 06'O.0 7AE COL 1-1/4' ANCHOR SPACING PER SCHEOME 2 MIN. OR 3 E70SfING HOST STRUCTURE ALT WALL FACE 111i MOUNTING SECTION van sELTIOM ANCHOR TYPE SCHEDULE: A.. or TAPWN w rrW), WITH 1-3/4' MIN EAUEMENTTO CONCRETE (3192 PS2 MM), OR 1-1/4' MIN E1lEDItEL7 To HOLLA7F stoat. 0. *14 SO4S WRH POWERS SfRtMFAO INTO EAUEDKE VOOO PSI MVf)' 1.21r MIN C. 1/4' ALL-PODRS SOLID SET ANCHOR, WITH 7/U' MIN EAU® INTO CONCRETE (3000 PSI MIN) OR Mw HOLLOW UIDCR. D. if4 SNS/LAG SCREWS ORD WOOD (S.G. - 0.47), 1-1/2' MM PENETRATION. E. 014 SMS TO MIN 12.1 STE$ SEWS WITH RRL THREAD PENETRATION fXRNNECIION ANCHOR CONCRETEANCFgRTYPE NOLL SCREW S LOC(NRR I' FROM ENDS AND 6.O.0 MAX OR 1/4' TEH6 SCREWS 1' FROM ENOS AND 3V O.C- MAX. HLRIw" "' POMy� Iwf1W TAPCOM U CONNECTION CAPACITY SCHEDULE CONN CAPACITY SCHED NOTES: "PBF FM RmUCED MASONRY ANCHOR ®,CE DISTANT$ CO TYPE S AO CONCRETEAf1ORR TYPE A C HOLLOWRDOX ANCHORTYPE A C L TAANCE DISTANCE 14 31/ LIFFT tee tA1FT 71 LNFT 19ILWr C1 Oa Lwr MLNFT 15eLWr 252LEFT • 5 030 LU54 1245LWr 1e2U1FT 1S/LNFr 609UflF'r 1143LWr 3vLNF7 754LWr C2 • 113 LUFT 250LIWT e4LWr 144LNFT 5 177WFf 351LNFr •SLNFT 2t5LNFr 3 3"LSHFr 775tNFT 101 LNFT 433 LNFr • 112LWr 229U1Fr 57tNFT 130LWT C1 a 177LOFT 3YLWT 05 LNFT • 211tw 3 335 L"r an LU5TT 171 teIFr an tNFT • 114UWr 17•LNFr 48 11•UYFL G • 2efLrFT 2p LNFT 73lrFT /7•LUFT OA IIIFT 135 LOFT 1A 151FT 35•L•IFT C5 • att LIFT ifd tSVFT 75lUFT 7n INFT U. 42•tNtlFT it7tNFr 2.5tNFT • lg2lNFT 1511NFT 234LNFT 572 LWr 0• 12 to LEFT 407Lwr ionw1 775LNFT • wi-L Fr 512 LIIFT 133LIWT 300 LNFT • 3ntNF7 •14LO4T 7NLdFT 4MLNFT Cr • 14eLNFr 13eLNFT 37LNFT •1 LNFT 3 2WLNFT 271 LNFT 74 LWr 1n LWr Ce • 24t Lwr ' 222 LL•FT n LNFT 14• LNFr a NF mLr 333twr •1 LNFT 22 5; 1/4-20 MACHINE SCREW & LOCK f1Ur r I' FROM ENDS AND 6. O.C. MAX OR 1/4' TER SCREWS 1' FROM ENDS AND 3V Mr- MAX.-1 mnaeETe MD4. 3000 fRSI S . A NOTE SEE ANCHOR SC IDULE AND NOTES FOR REquIRED ANCHOR T E'TU®mom mm DISTANCE 5 z-1/r O MDRDRHN, (� 1 C cl! � 5 L0L. 2'X3-XI/4- I ALUM ANfNIE MLPSI MAXAMC OR NOTE SEE ANCHOR NEWRED SPACM SCI®UIIAND poem PIE )RE T N � U RMRED ANCHOR SOLtDUET NOTES M4 EMU®NE M EDGE fie FEF w r MOSONAINCE IS 2-1/2' utxr ALT TRAPPED. Z MOUNTING SECTION 4 6• 1'-0` VERTSERION `T J' i .It . r- 25c4'x1/M ALUM 2•xft1/M ALUM, 1/4'24' ALUM BAR, 1-m ALUM TUBE, OR 7" EXTRUDED ALUMINUI TO SPAN TRUSSES a SU TRACV. ANGLE 9 OTHER MEMBERS SPE ARE INSTALLED THE MIN 224 EXISTING wow TRUSSES AT 24" O.c MAX (S.G. t 0.51), OR 16 GAUGE METAL STUDS AT 241 O.C. MAX. (3) *14 S14S WITH 21 MIN, PEWE'TRATION AT EACH WOOD RAFTER, OR (3) *14 TEKS AT EACH 16 GAUGE METAL STUD, YWOOD 3` EXISTING SOMT IT*AS � HEADER TO 4 MOUNTING SECTION 6• -1w VERTSECRON IPOLYCARBONATE g EACH SIDE OF WINDOW y 3/16' ALUM " K BOTH in u ' f POL.YGRBONATE SNIa'-M END CLIP AX v MAX N = M N —Y 4• THRU BOLT W 31, MIXES; 1/B• Y�ASHER a NUT @ SO.O.0 OR URGER EACH SIDE STAGGERED. AWMINUM ANGLES 0.060' 7HIC(LE7TAN EE 5iANDARD OOUIVTER TOP BHVT PLATE POLYGRBONATE CONDITION FOR CONNECTION (3' LEG AT WAIL) 1gEW(NG WINDOW OF AN TO WALL NOTES: (2 M2NDOW5 NAY BE BV ONE SLAT SPACED 11 OF 24• APART. WINDOWS MAY BE LOCA'1® EVERY (10 SIA75. SEE GENERAL NOTE tM FDR POI�GTUIONATH NOTES. ALT COUNTER -TOP MOUNTING SECTION OPTIONAL z1 OPTIONAL WINDOW DETAIL 5 -w VERTSECTION 5 6•.1'D VERT SECTION �Vgt)D 2� IM ranrllt�lUry70Gc0 SMIN L7IISTIIVG MSPACING,AND 3/4` EDGE UM nM SHUTTER ALL O� 7TATE NUMBEROPTEXB SCREW; HUI6ROF ARoompm ST CZI�E ��b//I��ST SIZE �µ END 3CE. �p�� pp M9l SPA�4TUBE 5Vi1EM 6063 T6 ALUMINUM TOP TUBE BOTTOM TUBE TOP TUBE BOTR7M TLFW Top TUBE BOTTOM TUBE W[ ANGLE PER BFAM END SIZE PER SPAN TUBE SCREDU&NOTES. rxc ■D12S •O` M 10•.0 ftt H3.1• Bo.4' 2 3 2 . 3 7 • 7 B , TAT 3 3 11 • 11 SPAN SIIGN SCHEEDDULE e2 20,E or 111.1 111.1 11B3' 174•' 3 S 3 S • • it • 11 VG 733 }Eyl I �� X; % 3W TEKS OR 1/4' X 7/4 sous W/NUTS WASHER ® 61 o.c 8 the - 14P [Kr •OT 123.8' . MR t3Bt 4 2 a 14 6 14 • IA12r - !N• 14V' MOLT BIT I 3►,T 3 4 S 10 t0 i —�. y 1 2, u0A1 w Or 129.r 114P 16TA' 124L1• S . 3 4 3 4 12 3 It 13 10 12 0y SPAN TUBES 144' BCffD1RE It Nt7RESt TOMS 4 4 14 . 10 ANCHORS MAY BE INSTALLED I t $ . 6063T6 AIUMDRM.� ANGLES. ANGi. ANGLES MAY BE OR 1/4• THICC 0 IN MULTIPLE ROWS AS , a z w W NECBSl1tLY. SEE SDAN TUBE 8 SCHEDULE NOTE 12 2. NUMBER OF ANCHORS PER END• INDICATES NUMBER OFTOTAL ANCHORS W THE A AND TUBE END. ANCHORS MAY BE INSTALLED IN MULTIPLE Rows AS NECESSARY 11 ANGLE PROVIDED TNATTNE MINIMUM MAX DESIGN LOAD = t72 PSI Zj ANCHOR SPACING INDICATED 15 MAINTAINS TUBE END SHALL HAVE A MIMMUM OF t(2)) ANCHORS 3. TOP a BOTTOM BEAMS MAY BE USED F 2 ANCHORS, OR iN COMBINATION m WITH OTHER �TSL7ION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BI 5 SPAN TUBE MOUNT '' ABOVEEAAND MAY B LOW THEOEAMAMI�SpAM CONDITION � SHUTTERS S G' . r o• vERr SECTION BBEAAMM 771E SHUTTER SPAN TAHfEN AS THE SUM OFTHE SPANS ABOVE AND BELOW TN ARE 6. ALL BEAMS TO BE 6O63T6 ALUMINUM. AM I ANCHORS A,B,C,ORD O 36.O.C. X 1 x 1/16• OR L1 I x 2 x 1/16'(Typ) ZZ 3 �R ENDN LZ)1'1bI77 OR 0 MT-OUI SEES DETAIL LEFT 0. ATG" LErAS 3/16• POP RIVETS 1! O G3/4• TEKS CONDIiI a OPTION TO PUCE ANGLE OUTSIDE 3/16' POP RIVETS OF FIAT END OR 1/4'.X3/4' TENS . WALL FACE 9 1S' O.C. END COIVDIRON MOUNT so 1 SIIILD-OUr END CONDITION BE'FLAT OR nr 10 X 3/4• TENS OR%,- POP RIVETS MIN CLASS SEPARATION QED ONLY IN HVFR. SAS SEPAPIRON MM 1. GLASS SEPARATION REQUIRED ONLY IN KW .AM 1WND ZONE 4 AND ESSENTIAL FAOI men A2. WIND 2011E 4, AND BSBOIAL FACILITIES. �. FOR USE OUTSIDE W4 AMN WIND ZONE 4 SLAT SPAN 5 96.5't 2.25' AND ESSERULFACUTIES, PROOKYNAS SEEN DESIGNED AS A NON-POROIIS SYSTEM & MOST SLAT SPAN S 144" 3.25' STRUCTURE MAY BE DESIGNED AS ENODSED. 46PTS+SS 9/OP O is, O.C. 6.026' MAx (INSIDE OR OUTSIDE) Vs(--.2)3/S'0PLASnMCTMB WS 30• APART O mWAN iNSTALL9! IDB R TT AY BE EE OR O 1*71 HORIZONTAL SECTION 6 6 o1r,0. How SECTION .PUML TRAPPED WITH FL►T END END ODNDITLON LATDIREcMN .Um Roal yy�� P PROSY SING SHOWN MAYBE MIRRORED IY VARY. OPPOSITE ( INSTALLATIONS WITHIN THE HVHZ, ASTM WIND ZONE 4, AND LT w"ON Loa ESSENTIAL FACILITIES, MINIMUM GLASS FX7ERM MUST .=CTION WITH SEPARATION MUST BE MAINTAINED). -l'.2� - •�,- HORTZ SELIION [-] it