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HomeMy WebLinkAboutSUBMITTED PAPERSp'IoI jp(UL01vla is i. of 411 ♦� �J�i� 0' �' 01-/ PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCA 772-462-1553 �IVE® tj APPLICATION FOR STORM -SHUTTER PERMIT St CUB e Coun ty my 1. LOCATION/SITE ADDRESS: s-os-1 IU • iT 1 l- 1?F/ 3 2. PARCEL ID NUMBER: Ili 1 `i - Co (oZ - O 10 S— D 0 O - % 3. DESCRIPTION OF PROJECT: �N r?4 It DN(_ l o A-) 4. TYPE OF STRUCTURE: SFR: MOBILE HOME: 5. OWNERS INFORMATIION NAME: J A►E.S t�1pECCA.4w ADDRESS: 50r1 N • 1+16- UOZ ©03 3 CITY: r7- Q;fJc.C-e__ STATE: r/ ZIP CODE: 3 Y 4 `1 4 PHONE:76,5- q 2,(- - R1 O(o EMAIL: Type of Surface attachment: Wood Frame 5 OTHER: 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: 45CG(3 11 So 8a,9N COUNTY CERT #: 7^ S•-F `7 7 r BUSINESS NAME: _ r OlU; a � S4IUTr4S"-' C!�^ PHONE NUMBER: 5G (- ? 3 - q S / ( 7Concrete Masonry Please Call Other _ ZZ--, _ when n ^BRODUCT TYPE' ' ,PRQDUCT,-, DESIGN •,PRESSURE:1. t ' PRODUC #567 7. REMOVABLE PANELS ­ ;_'__"U[)OtMajj Co. ACCORDTON -- S C) r-[, LtWQ - R ROLL=vPi: :. 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. O� 7. VALUE OF CONSTRUCTION: $ 7 • PERMIT FEE: $ 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. Ctmoft J. Stypulkowskl PRINT NAME OF OWNER OR CONTRACCTTOR/QUALIFFIEER STATE OF FLORIDA COUNTY OF V A' ) � ,/�+'.I--Q �g�fQVWIItR UR C TRACTOR/QUALIFIER ACKNOWLEDGED BEFORE ME THIS +! DAY OFJy'�E , 20A BY18� ^' J' PUlkow►ski !�WHIS PERSONALLY KNOWN O OR 7WHS PRODUCED AS IDENTIFICATION. ,k PAi`,AELA A.1=1/ARIb -•�-�� - ��4Mblo4 ►Q • �d•h+y 5 NOTARY PUBLIC SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTAR �j ATE OF FLORIDATITLE: NOTARY PUBLIC COMMISSION NUMBER 2 A- O� 3 %CO ( p' r_� C.3rnt0t EE033967 RxpIMS loll 112014 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: 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. 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: . .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's 'registi'ation numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION:':.' ........................................ ,�J'•' yt t ,l•� 1 C ••:Li 1•�, 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. k11 applications for the installation of Shutters are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie �ounty Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed vith 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 'egular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Shutter Permit, the scheduling of 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 HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION ORiINSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 Property Appraiser - St.Lucie C = . ty, FL Page 1 of 1 James Shaw Record: 1 of 1 Property Identification Site Address: 5051 N A1A PH3-3 Sec Town/Range: 14 :34S :40E Map ID: 14/14N Zoning: Ownership and Mailing Owner: James Shaw Rebecca Shaw Address: 5051 N A1A Unit PH3-3 Fort Pierce FL 34949-8279 Sales Information Date Price Code Deed 4/13/2012 330000 0001 WD 11/11/1997 295000 02 WD PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print CIE° G ParcellD: 1414-612-0105-000-9 Account* 137683 tie Land Use: Condo City/Cnty: St Lucie County Legal Description SEAWARD AT ATLANTIC VIEW UNIT PH3-3 AND GARAGE UNIT G- 17 (OR 3388-178) Assessment 2011 Final Total Land and Building Book/Page 2011 Final: 317800 Land Value: 0 Acres: 0.02 3388 / 0178 Assessed: 317800 Building Value: 317800 1111 / 2129 Ag.Credit: 0 Finished Area: 2279 SgFt Exempt: Taxable: Taxes: 6465.84 BUILDING INFORMATION Exterior Features 3900 View: Ocean RoofCover: - RoofStruct: - View ExtType: X142 - SewrdAAtlntV YearBit: 1995 Frame: - Grade: XSVE - EffYrBlt: 1995 PrimeWall: BS - CB Stucco Seawrd _AtVuE StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: - PrmintWall: - FullBath: 0 HeatType: - AvgHt/Fl: STD 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No, Land Use Type Measure Depth PGAR - Condo GAR Y 1 14400 AV AV 1995 1 0400-Condo N -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=141461201050009 6/6/2012 From: 09/05� 12 10:56 #397 P.001/001 JOSEPH E. SMITH, CLERK OF THE CIBc.— COURT - SAINT LUCIE COUNTY FILE # 3711402 OR HOOK 3397 PAGE 308, Recorded 06/06/2012 at 11:35 All (^�j S '� 6V NOTICE OF COMMENCEMENT Pe.mlt No, S L-tr I ZOL- OO SO Tax Folio No.1414- 6Q -0 W-QW-4 State of Florida County of St. Lucie The undersigned hereby gives notice that improvement WIN be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement. =legal Deaalption of Aoperty: (and street address iT available): 4L .. (1` yk Meta I -'V4 3nA cae-2r L+il (.17 EO51 M AEA. PH3-3 Ot—IdesolpUonofbpprovement: tw?61l uAnr.Z_ Owner Infor"'I or LesIt Lim if the Lessee contraged for the Improvement: Name .Samr.v 1- Kebecnn ShGsu Address �"jl u Ain ll.,:l 4H'Y9 oral svrr-o E 9r1 fnterestinproperty: Ot)ty Pt- r Name and address of fee simple titleholder (if different from Owner listed above): —_ Cmtnctah Name: Tp t ContraaorAddresz: Phone Number: 4 I.61>'3-4R! 1 surety (If applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and addreu: Phone number: [ends Noma: Phone Number: lender i address. Person within the Stale or RoNda designated by Owner upon whom notices or other documents may be served as provided by Section 713.1R(11(a)7., Florida statutes: Name: Phone Number. Address: In addition to himself or herself, Owner designates o1 toramlveacopyofthe Lie.e, NOUCe as provded In Sector 713.14(1) (b), Florida Statutes, Phone number of person or entity designated by owner: EYpintlondateofnotIMOfcommencemem: (the ekpiration date maynot be before the completion of construction and final payment to the contractor, but will he 1 year from the date of recording unless a different date is specHled) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER 11IE EXPIRATION OF TIIE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 723, PART I, SECTION 71113, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE 714E FlRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMEW. Underpenalty d pre Jury, I declare that I have read the foregoing notice of commencement and that the tacs stated therein are true to the best of myknowledge ndbellN. (Slgna ofOwnerohessae, or Owne'im •s Aulhodledorfcer/Oirecwr/Partner/Manager ( natpNs Titlooffice) ,,'�fa The foregoing instrument 1wasacknoWedged before me thisa4 day ofFN_, 2A Ay �IQM1Ifs S:ts4s+1 as for of Person Type oftuthorlty(e.g. officer, trustee) Party on behalf of whom instrument vas entuled - A, cVw Personally known_ aproduced identification (Siliwu®of Notary Public ateof Flodda -R) pA''AEIA (Print, Type, urStamp Commisdpned Name of {yYtTAiCpfF of IpA Type of Wentalwtion produced D/—• .: �mmyCE03395i . cvvlm,l0!1112014 STATE. Of fLDRIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE INe<<A ORIGINAL. r�Y„ SSE H E. f� ERK J""p By: i a cr3Q _ry k eG 3rk Za PI C IV SEP 0 6 2012 03/09/2012 - 1 Wind 10-400 Series 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 10 15 20 25 30 f -51.7 -51.7 -51.7 -51.2 -50.6 -50.2`1`1 =49:8_ 49;4= -:49.1 0 - 70 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2A ,+48 6- --+48.1 +47 6-. -52.9 -52.9 -52.9 -52.4 -51.8 -51.3 ° 550.9- L50.6 -50;3 SO ft +52.9 +52.9 +52.9 +51.9 +51.1 il +50.4 � _+49.7- _+49.2 +487` -54.0 -54.0 -54.0 -53.4 -52.9 -52.4- =52.0 �-51.6_ r513 90 ft +54.0 +S4.0 +54.0 +53.0 +52.1 +51.4 +50 8 '`+50 �2: : 49.7 100ft -55.0 -55.0 -55.0 -54.4 -53.9 p53:4 -53.OI �52.6_ t523= +55.0 +55.0 +55.0 +53.9 +53.1 - 52.4�1i1T5171 +51`2° `+50:7 -55.9 -55.9 -55.9 -55.3 -54.8 -54.3_ '_53._8, =53:5'1 53_1), 110 it +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 It +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 ISO 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 -57.9 -57.5 -57.1 -56.7 160 it +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 -58.5 -58.1 -57.7 -57.3 170 it +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 -60.9 -60.9 -60.9 -60.3 -59.7 -59.1 _58.7 -58.2 -57.9 180 it +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +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 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 + -62.1 -62.1 -62.1 -61.4 -60.8 -60.2 -59.7 -59.3 --59.0_ 200 ft +62.1 +62.1 +62.1 +60.9 +59.9 +59;1� � -+58:3- -+57.7 +57: -62.6 -62.6 -62.6 -61.9 -61.3 -60.7' =60.3_ --59.8- -59.5 210ft +62.6 +62.6 +62.6 +61.4 +60.4 +59.61;+98'.8_ +58!Y'+57:6i -63.1 -63.1 -63.1 -62.4 -61.8 -61.2I z-60.7 � 60.3 -59.9 220 ft +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59:3. +58.7 +58.1' -63.6 -63.6 -63.6 -62.9 -62.3 -61:7= �,61.2- =-60.8_ '=60:4- 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8' =+59f1= :+58.6 -64.1 -64.1 -64.1 -63.4 -62.7 �62I2 617 61.2- _60:9= 240 ft +64.1 +64.1 +64.1 +62.8 +61.8 '+61.0 Ii +60:2I +59.6- -+59A -64.5 -64.5 -64.5 -63.8 -63.2 -62.6_ •-62:1: ==61J• Z61 250 ft +64.5 +64.5 +64.5 +63.3 +62.3 1 +61.4 +60.7 +60.0 +59.4 -65.0 -65.0 -65.0 -64.3 -63.6 -63.0 -62.5 -62.1 -61.7 260 ft 1 +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +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 1 +61.9 +61.2 1 +60.6 -66.2 -66.2 -66.2 -65.5 -64.8 -64.2 -63.7 -63.3 -62.9 290 It 1 1 1 +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 1S1Ft :Height SO 35 20 25 30 35 40 45 50 ! -94.8 -94.8 94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 0-70f+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 80ft 59+2. +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 -99.0-99.0 -87.6 90ft 50+4. +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +50.2 +49.7 -100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 `10 ft +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 +52.8 +52.3 -105.6 -105.6 -105.6 -102.6 -100.2 -98.1- ;_96.4- _94.8 -93.4 130 ft +57.6 +57.6 +57.6 +- _+55:6 -+54.8 +54.1 + Si. 5 +53.0 -106.9 -106.9 -106.9 -103.9 -101.5. -99A- -97.6 !-96.0 -94.6 140 ft +58.3 +58.3 +58.3 +57.21 :+56:3- -+55'5 +54 8' ,+k2 +53.7 -108.2 -108.2 -108.2 -105.2 -102.7_ -200.6 -98.8 '-97.2 -95.8 150 It +59.0 +59.0 +59.0 +574 -+57.0 +56.2 +55.5' +5`4.9 +54.4 -109.4 -109.4 -109.4 -106.4 403.9 -101.7_ --99.9 =98:3 -96.8 160ft +59.7 +59.7 +59.7 +58.5 +57.6-'+56: +56.1 +55.5 +55.0 -110.6 -110.6 -110.6 -107.5 105.0 102.8 101.0 99.3 =-97.9 170 ft 9'11 .1+5_6. +582 `+571 fl'A++60.3 +60.3 +60.3 45.2 7:4= =55.6 -111.7 -111.7 -111.7 -1086 : -106.0 -1039 ; =102.- -100.3 -98.8 180 it +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 190f+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 _200 ft +62.1 +62.1 +62.1 +60.9 +59.9 +59.1 +58.3 +57.7 +57.1 -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +59.8 +58.2 +57.6 -115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102.4 220 It +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +58.7 +58.1 -116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59.1 +58.6 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 Z240ft-117.4 +64.1 +64.1 + +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 +59.4 -119.1 -119.1 -119.1 -115.7 -113.0 -110.7 -108.7 -107.0 -105.4 260 it +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 -106A 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 +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 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 WIND VELOCITY = 165 MPH MRH > 60' EXPOSURE 'D' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLATTERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT-THE_WORST CASE' PRESSURES, 'WORST CASE' IS DEFINED AS THE CRITICAL -CONDITION -OF -ANY -UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS.REQUIRED FOR USE;WITH THESE TABLES. 2, TABLES VALID ONLYjFOR-BUILDINGS'OF MEAN ROOF HEIGHT AS LIMITED ABOVE, 3, TABLES VALID FOR ALL ROOF TYPES,&'SLOPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10' SHALL BE PERFORMED Bl AN'ENGINEER AS A SITE SPECIFIC CONDITION. 4, IDENTIFY THE BUILDING -MEAN (AVERAGE)'ROOF HEIGHT, IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIEDIiUSETHE'PEAK ROOF -HEIGHT. 5. ALWAYS ROUND SUP -ROOF -HEIGHTS TO,NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION. 6, CALCULATE THE TRIBUTARY AREA'OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED'BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE,SPAN,LENGTH,(HEIGHT /„3).,USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS`INCLUDES'AREAS:BETWEEMSTRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING'CANNOT;BE,IDENTIFIED,,THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED, ALWAYS ROUND TRIBUTARYdAREA-DOWN'TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN -PUBLISHED, USE THE -LARGEST PUBLISHED VALUE. 7, IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS, ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. _ 8, READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL % MUNICIPALITY IN ACCORDANCE WITH CODE. 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 FLATTERRAIN 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 CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED -HEREIN SHALL -BE -DICTATED -AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT=AND.PERMIT-HOLDER: NO:WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN-.--_-__--_ // r% S. THIS SPECIFICATION IS NOT-INTENDED.70'OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER'TO:ANY-SEPARATELY�SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN,&,INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED,BY OTHERS,IWACCORDANCE WITH GOVERNING CODES. 6, ADHERE TO ALL LOCAL IMPACT PROTECTION;SYSTEM ORDINANCES. 7. NO CERTIFICATION'IS:OEFERED_FORTHE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEASTHORIZONTAU�DIMENSION,OF -40%�:OF_MRH, PEAK ROOF WHICHEVER IS SMALLER,=,BUT�NOT(IESSTHAN 4"/o,OF LEAST HORIZONTAL r HEIGHT DIMENSION OR 3FT (16)r•USEiZONE 5,10-_ f-ALL=IIN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED, MEAN ROOF a a EAVE HEIGHT ROOF HEIGHT ® 5 1 I 5 a y ELEVATION - 5 �$ WALL ZONE FIGURES f ISO RI M G) to D o REMARKS DRWN CHKD DATE 2010 FLORIDA BUILDING CODE ENGINEERING n o INIT ISSUE GSs TSB 03/05/12 Gm m 3 ASCE 7-10, CHAPTER 30 0 EXPRESS <T DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, #106 �o �f�` ij torn _ z �-` MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m \_-_ z THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WRITTEN CONSENT OF FRANKL.BENNARDO,P.E. ASCE 7 10 p in O r m PH: 954 354-0660 FAX: 954 354-0443 WWW.ENGEXP.COMO _ �^ N P 0 °WITHOUT '� -p 211 "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND�' CERT OF AUTH #9885�' INVAI InATF MIR CFRTIFICATION. Customer: Shaw -- VorkOrder Number: 04272012018N0301 - Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 ,p 680 101 680 101 97.75 9"o.c. 3"o.c. 1 .v.♦..w it ulay...b vv�.v v..a.a.v A ubV 1 Vl L �1 � y�:} t +•'i 11v...A[1�,v{ '. 1 r. . r - i �h[ 3. 1 y �il. « '` Is°��J..����.°�-,�i.�ti��.��'�)�"`�..���-{ll,,,-4i•Srt�?v.C.A.�� r��_ii �-� �v°r A � �"���.:. n BCIS Home Log In User Registration ! Hot Topics Submit Surcharge i Stats & Facts Publications FBC Staff ; BCIS Site Map : Links search j -'� Business' —111 Professibal + "`� Product Approval User USER: Public Regulation Prodyct Approval Menu > Prod _ t or Applica 1 n S_e�rgb > APplicatig_n List > Application Detail ." a-i.Y '� ✓' FL # .i Application Type E"; Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email 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 .Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL6410-R5 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.odf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgs7kTE8 Waj j 2szs... 3/8/2012 _ _ 1 1V11U{.{ LUlauaaab �/VUV V111111V 1 CI�V L. V1 G Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/15/2011 12/16/2011 12/26/2011 01/31/2012 Summary of Products FL # Model, Number or Name IDescription 6410.1 Iffiman II Folding Shutter Accordion Shutter Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6410 R5 II Dwg.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See engineering drawings for design limitations FL6410 R5 AE Eval RDt.Ddf (allowable spans, mounting conditions, anchor options, Created by Independent Third Party: Yes etc.) Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 webmasterColdbpr.state.Fl.us. Product Approval Accepts: ICkpk �j Credi yz,my 1 R SA.FE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Wajj2szs... 3/8/2012 Jr� \I f/ PE00465'49, , Y 1\. `. ' GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE ("HVHZ"), PER TAS 201, 202, & 203 PROTOCOLS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd=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 JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR.EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITYMAWES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. THE SYSTEM DETAILED HEREIN IS GENERIC -AND DOES NOT PROVIDE INFORMATION FOR A'SPECIFIC•SITE.:IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6. THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 7. ALL COMPONENTS SHALL CONFORM TO THEIR RESPECTIV€ SPECIFICATIONS AS NOTED HEREIN. 8. ALL EXTRUSIONS SHALL BE 6063T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 9. ALL POLYCARBONATE MATERIALS'FOR USE.WITH THIS SYSTEM SHALL BE MANUFACTURED FROM 100% SYNTHETIC THERMOPLASTIC POLYMER RESIN (UV STABILIZED) AND DEMONSTRATE COMPLIANCE WITH SECTION 2612 OF THE BUILDING CODE SPECIFIED ABOVE. 10. SHUTTERS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER ASSEMBLY: CONTAINING THE FOLLOWING: FOLDING SHUTTER CORPDRAIION. WEST PALM BEACH,3=L TAS 201, 202 & 203 FLORIDA PRODUCT APPROVAL:NUMBER 11.. THIS SHUTTER SYSTEM HAS BEEN DESIGNED ANDTESTED TO THE MAXIMUM SPANS AND CORRESPONDING.LOADSSHOWN HEREIN. - 12. TOP & BOTTOM DETAILS SHOWN .MAY.BE INTERCHANGED. AS FIELD CONDITIONS DICTATE WHERE:NOTED AS SUCH. 13. ALL BOLTS, NUTS, & WASHERS SHALL BE ZINC.COATED STEEL, GALVANIZED STEEL, STAINLESS STEEL, OR.ALUMINUM ALLOY 2024-T4 OR 7075-TS. TEKS'AND:SHEET•METAL SCREWS SHALL BE SAE GR. 2 MINIMUM OR•EQUIVALOU. 14, STEEL SURFACES TO BE-FLACED IN'-'CONTACTWITH ALUMINUM SHALL BE GIVEN DNE COAT..oF.•ZINC'CHROMAlE PRIMER OR SHALL BE GALVANIZED. TIiAI N II FOLDING SHUTTER WIDTH UNLIMITED TOP MOUNT 'MOUNTING AS REQ'D SECTIONS I I C0 I60 x 1'� I�u I �I I t- :LBDTTDM -MOUNT r� A5 RWD i TYPICAL ELEVATION 1 N.T.S. EXTER ELEV .1 HORIZ SECT. OSLAT SPAN SCHEDULE WIND PRESSURE MAXIMUM SLAT SPANS REACTION AT TOP & BOTTOM POSITIVE PRESSURE NEGATIVE PRESSURE 30 psf 144.0" 144.0" 160 Ib/ft 35 psf 60.0" _ 100.0" 60,0" 88 Ibf t 100.0" 1461bAt 144.0" 144.0" 2101b/ft 40 psf 80.0" B0.0" 1001bAt loo.0" 100.0" 1671b/ft 144.0" 144.0" 240lblft 46 pst 60.0" 60.0" 1151b/t 97.0" 970' 187IbAt 139.1" 144.0' 276lb/ft 60 psf 6001 8901 80.0" 12510A1 8901 1871b/ft 1o0.0" 100.0" 2081bift 120.0" 120.0' 2601bM 136.2" 144.0" 3001b/ft 55 psf 60.0" 60.0" 1381b/(t 8101 81.0" 187Ib/ft 100.0" 10D.0" 229 Ib/ft 120.0" 120.0" 2751b/ft 133.0" 144.0" 3301b/ft 6o psf; 60.0"� IOOiD', 80.0"r (100:0" 150Ib1ft- <2601 130.1" 138.4'= 346Ib/ft 65 psi • 59.0" 690' 1601b/ft 92.0' 92-0" 249_IbfR 100.0" 100.0" 2711b/ft 127.5" 133.0" 360Ib/ft _ 70 psf 80.0" 60.0" 175Ib/ft 10-0 100.0" 128.1" _282 Ib/t 3741b/fl 125.2" 75 psf 69.0" 69.0" 187IbIR 100.0" 100.0" 313 Ib/R 123.1" 123.8" 3871bl t 80 psf 119.9" 119.9" 400 Ib/ft 90 psf 113.0" 113.0" 424 Ibft 100 psf 107.2" 107.2" 441 Ib/ft 110 psi 102.2" 1022' 466 Ibtft 120 pst 98.7" 96.7" 484 Ib/ft 130 psf 89.2" 89.Z' 483 Ib/ft 140 psi 620' 82.9" 484 IbAt 150 psf 77.3" 77.3" 483 Ibllt 160 psf 72.5" 72.5" 483 Ib/ft 170 psf 68.2" 6821 483 Ibl t 180 psf 64.4" 64.4" 4831bAt 190 psf 61 A" 61.1" 4841b/ft 200 psf 68.0" 1 58.0" 1 46311A SLAT SPAN. SCHEDULE NOTES: 1. SPANS SHOWN IN SLAT SPAN SCHEDULE ARE MAXIMUM ALLOWABLE SPANS AT EACH RESPECTIVE POSITIVE AND NEGATIVE DESIGN PRESSURE. MINIMUM OF POSITIVE OR NEGATIVE ALLOWABLE SPANS SHALL GOVERN DESIGN. 2. THIS SCHEDULE MAY BE USED FOR ALL MOUNTING CONDITIONS LISTED HEREIN: 3. USE "REACTION AT TOP & BOTTOM" TO DETERMINE ANCHOR SPACING FOR APPROPRIATE MOUNTING CONDITIONS PER CONNECTION CAPACTIY SCHEDULES . 4, ® DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. �. U Z'= x tins W l " W 39 6NW J W III ,40k 7 a U 1 cevfnE R c `LJ $ � 1 ad ar a a D z :3 =f�e ZO V) o� a z� �Ra O LL 111-FSC-00021 6 NARDOi P.E. 4.365 3.834" 0.045" TYP R0.042" R0.123" R0.074' R0.154" 1`SL�T N.T.S. 6063-T6 ALUM g 3.715" � e `o Ln 0.Im 609" rn 0.062" 2.074" 0 -3-- o r`rn„ 0.090" TYP 1.264" - { �• 0.600" 2.725 0.697" 2.500"-� 0.062" TYP 0 R0.123" �- R0.154" , 'EN`DO 2` N.T.S. 6063-T5 ALUM 4ALL HEADER 6 S. 6063-T5 ALUM 0.093" N �D fV 0.093" 0.090" --2,686" BOTTOM @n� TRACK ADAPTER N.T.S. 6063-T6 ALUM N %o N }----3.61d" --� 4.446" 1.588" R0.154" R0.123" rq 0 0.062" TYP 0.625" 3 FLAT END N.T.S. 6063-T5 ALUM 3.715 ;n 0.609" m 2.074" o ni .0901, TYP L 11 1 #71.264" -� 0.093" ALTERNATE 0 ALL HEADER 4S. 6063-T5 ALUM 2.696" 0.093 r0.093" t 0.050" Ln 0 vq 0.070" ALT. BOTTOM 11 TRACK ADAPTER N.T.S. 6063-T5 ALUM6063-T5 ALUM {--- 2.941'° 0.062" 0.125" n 0.688" OUTSIDE c-4'E NTERPIECE N.T.S. 6063-T6 ALUM 2.725" 2.012" ---f I �1.264"7 .100" n� .4 ,_ L CEItL-YNG HEADER O % N.T.S. 6063 l 5 ALUM 0.250 e e 0 0 u� ri 0.062" TYP. (OPTIONAL, NON-STRUCTURAL) BOTTOM - RAIN GUARD N.T., 6063-T6 ALUM 2.940" - 1.904" --� in 0.688" �o 0.062" TYP. N NSS.IDE (CE'NTER_PIECE 5 N.T.S. 6063-T6 ALUM 2.657" 0.600" �1.419" rt N n T- 0.�062"YPP --I-. BOTTOM 9 4ILL T TRACK .S. 6063-T6 ALUM 5.000" 0.125" TYP c 2X2X1/8" 2X3X1/8" ^I� 2X5X1/8" BUILD -OUT ANGLES 1 N.T.S. 6063-T6 ALUM �--- 3.331" rO.1274 1-4 0.876" (OPTIONAL, NON-STRUCTURAL) RAIN HOOD 1 N.T.S. 6063 T5 ALUM p c ``.0 W� ZQ w uj &a LLI I �+ W 0 lu 7 ce 0 O a ZO O Q O cwi Lu Q rd �ruL Q E� oo L9 cool a J 0 0 111-FSC-0002 P2q a INN'; ° Cl: ANCHOR SPACING PER RW',. 'rM 3 (STAGGERED SEE 4GGERED ANCHOR SPACING bETAIL) G i�vTiYPErC2 11 .060 FORMED 7/16 STAINLESS STEEL N16" ALUM POP ANGHORSPACIW PER SCHEDULE 2 OR 3 ROLLER HOUSING RIVETS @ 24" O.C. OPTIONAL RAIN HOOD (NON`STRUCTURAL) _ _r i-- -__- __ NYLON ROLLER U I w , 11 7/16 i. EXISTING HOST STRUCTURE T' LL W 7/16" E i w 0.437" MAX (TYP) 0.437" MAX CONN TYPE Cl: ANCHOR SPACING PER SCRE MEE-7M 3 (STAGGERED SEE STAGGERED ANCHOR SPACING DETAIL) 7/16" WALL FACE �1 MOUNTING SECTION J6" = 1'-011 VERT SECTION OPTIONAL RAIN GUARD (NON STRUCTURAL) r 3/16" ALUM I I POP RIVETS I I @ 10" O.C. BOTH SIDES I a EXISTING HOST I STRUCTURE M N 0.437" MAX .500 DIA NYLON BUSHINHG *10 X 2-1/2" S.M.S. _ STAINLESS STEEL OPTIONAL RAIN GUARD (NON STRUCTURAL) rr� I I 3/16" ALUM POP RIVETS @ 10" O.C. BOTH SIDES TOP LIP OF PARTS #9 10 AND 11 MAY Be CUWHENIAL . RIVET LOCATION IS USED. M� I ALT. RIVET LOCATION: `V 3/16" ALUM POP RIVETS @ 10" O.C. BOTH SIDES EXISTING HOST STRUCTURE 3/16" ALUM POP RIVETS @ SO" O.C. BOTH SIDES f CONN TYPE C6: ANCHOR N OR 3 (SNTAGRE EDE SEE STAGGERED ANCHOR SPACING DETAIL) ALT TRACK ADAPTER /0'4� MOUNTING SECTION 1 _V ran. _, �........ Eq —Ed Eq- EXISTING HOST STRUCTURE EXISTING %6' ALUM POP HOST RIVETS @ 24" O.C: STRUCTURE _-_lOPTIONAL RAIN HOOD (NON-STRUCTURAL) 9 500 DIA U NYLON BUSHING _ 0.437" MAX 0.437" MAX Ed --� 14 Zo aw NU tn i w a 3/16" ALUM POP RIVETS @ 10" O.C. BOTH SIDES PER SCHED 2 OR 3 TRAPPED z MOUNTING SECTION 3 6" = 11-011 VERT SECTION ANCHORS AT ENDS ANCHOR SPACING 0 0 O 0 0 ANCHOR SPACING 10 W EXISTING HOST STRUCTURE EXISTING WOOD STUDS (G=0.55 MIN.) SPACED AT 24" O.C. MAX. k STAGGERED ANCHOR SPACING DETAIL 3 j6" = 1'-0" 0 -CONN TYPE C4: ANCHOR SPACING PER SCHEDULE 2 OR 3 2X3X1/8" CONN TYPE C4: }---Eq ANCHOR SPACING PER SCHEDULE 2 OR 3 . r 1/4" X 3/4" TEK 4 1/4" X 3/4" BOLTS W/ NUTS & WASHER @ 6" ' �- �O.C. ; y %6" ALUM POIP RIVETS @ 24". O.C. Eq OPTIONAL RAIN HOOD, r(NON-STRUCTURAL) , ' u" BUILD —OUT — MOUNTING SECTION 6" = 11-0" VERT SECTION 1"x4"x0.125" 6063-T6 ALUMINUM TUBE / (3) 1/4" LAG SCREWS W/ 2" MIN. THREAD PENETRATION AND 3/4" MIN, EDGE DISTANCE PER STUD 6I MAY BE CEILING HEADER OR 20. SL E 3/SIL3 FOR ADDJUSTABLE SILL FASTENERS TO ANGLE. 2X3X1/8" 2X4X1/8" 2X5XI& ALUM AN I " L BOTTOM LAG SCREW ANCHORS �-EG Eq- 4 ANGLE AND TUBE TO EXISTING HOST CEILING HEADER STRUCTURE. BETWEEN LAG SCREWS, FASTENERS: 1/4" X FASTEN ANGLE TO TUBE WITH: #14 3/4" TEKS OR 1/4" X TEKS AT 5.5' O.C. MAX WHEN USING 3/4" BOLTS W/ NUTS CEILING HEADER; 3 O.C. MAX WHEN &WASHER @ 6" O.C. USING ADJUSTABLE SILL. MOUNT TO WOOD STUDS C MOUNTING SECTIONTSECTION 3 6 = 11-01. MAKVV, F.L. 0 0 $ t� U .J C uj 8 � °C D p N cp0 Z =a4 Z �� Qic J 0 0 LL 11-FSC-0002 ALE: _ 104, PAGE DE MMIMON: EXISTING HOST STRUCTURE 7/16" CONN TYPE C7: ANCHOR SPACING PER SCHEDULE 2 OR 3 OPTIONAL RAIN HOOD (NON-STRUCTURAL) Il U 1-1/4" PER SCHEDULE 2 MIN. OR 3 EXISTING HOST STRUCTURE ALT WALL FACE 1 MOUNTING SECTION 4 6" = 1'-0" VERT SECTION ANCHOR TYPE SCHEDULE: A. 1/4" TAPCON (BY ITW), WITH 1-3/4" MIN EMBEDMENT TO CONCRETE (3192 PSI MIN), OR 1-1/4" MIN EMBEDMENT TO HOLLOW BLOCK. B. #14 SMS WITH POWERS SCRU-LEAD INTO CONCRETE (3000 PSI MIN), 1-1/2" MIN EMBEDMENT. C. 1/4" ALL -POINTS SOLID SET ANCHOR, WITH 7/8" MIN EMBED INTO CONCRETE (3000 PSI MIN) OR INTO HOLLOW BLOCK. D. #14 SMS/LAG SCREWS INTO WOOD (S.G. 0.47), 1-1/2" MIN PENETRATION. E. #14 SMS TO MIN 12ga STEEL STUDS WITH FULL THREAD PENETRATION n2 CONNEC...bN CAPACITY SCHEDULE V CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE A B O HOLLOWBLOCK ANCHOR TYPE A C WOOD ANCHOR TYPE D STEEL ANCHOR TYPE E 24 365 LBIFT 125 LBIFT 325 LB/FT 85 LBIFT 201 LBIFT 163 LBIFT 216 LB/FT 12 731 LB/FT 250 LBIFT 649 LBIFT 171 LBIFT 402 LBIFT 326 LBIFT 433 LBIFT Ci 9 974 LBIFT 334 LBIFT 885 LBIFT 228 LBIFT 538 L61FT 434 LBIFT 577 LB/FT 6 1 501 LBIFT 1298 LBIFT 342 LB/FT 804 LBIFT 651 LBIFT 865 LBIFT (9 _ f ` 771LBIFTi 41fi LBIFT 100 LBIFT 150 LBIFT 296 LBIFT 444 LB/Ff 94 LBIFT 141 LBIFT 169 LBIFT 253 LBIFT 110 LBIFT 166 LBIFT 191 LBIFT 286 LBIFT 3 830 LBIFT 300 LBIFT 888 LBIFT 282 LBIFT 607 LBIFT 331 LBIFT 672 LBIFT 9 250 LB/FT 90 LBIFT 263 LB/FT 81 LBIFT 151 LBIFT 101 LBIFT 170 LBIFT C3 6 415 LBIFT 160 LBIFT 444 LBIFT 14i LBIFT 253 LBIFT 166 LBIFT 286 LBIFT 3 751 LBIFT 270 LB/FT 788 LWFT 244 LBIFT 464 LBIFT 303 LBIFT . 609 LBIFT C4 9 228 LBIFT 78 LBIFT 203 LBIFT 53 LB/FP 125 LBIFT 102 LQ/FT 135 LBIFT 6 342 LBIFT 117 LBIFT 304 LBIFT 60 LBIFT 186 LB/FT 162 LBIFT 202 LBIFT 3 884 LBIFT 234 LBIFT 608 LBIFT 160 LBIFT 376 LBIFT 305 LBIFT 405 LBIFT 9 365 LB/FT 125 LBIFT 324 L8/FT 85 LBIFT 201 LWfFT 163 LBIFT 216 LBIFT C5 6 547 LB/Ff 188 LBIFT 486 LBIFT 128 LBIFT 301 LBIFT 244 LBIFT 324 LBIFT 3 1094 LBIFT 376 LBIFT 972 LB/FT 256 LBIFT 602 LBIFT 488 LBIFT 648 LBIFT C6 12 9 432 LBIFT 676 LBIFT 168 LB/FT 208 LBIFT 466 LBIFT 622 LBIFT 150 LB/FT 199 LBIFT 265 LBIFT 354 LBIFT 172 LBIFT 229 LBIFT 300 LBIFT 400 LBIFT 6 865 LB/FT 313 LBIFT 933 LBIFT 299 LBIFT 630 LBIFT 344 LBIFT 699 LBIFT 6 173 LB/FT 59 LBIFT 164 LB/FT 41 LBIFT 86.LB/FT 77 LBIFT 103 LBIFT C7 3 347 LBIFT I IS LBIFT 308 LBIFT Si LBIFT 191 LBIFT 155 LBIFT 206 LBIFT C8 9 283 LBIFT 97 LBIFT 252 LBIFT 66 LB/FT 156 LBIFT 126 LBIFT 168 LBIFT 6 425 LBIFT 146 LBIFT 376 LBIFT 99 LBIFT 234 LBIFT 189 LBIFT 252 LBIFT CONNECTION CAPACITY SCHEDULE FOR REDUCED MASONRY ANCHOR EDGE DISTANCES CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE A C HOLLOW BLOCK ANCHOR TYPE A C 1"EDGE DISTANCE 2" EDGE DISTANCE 1"EDGE DISTANCE 2" EDGE DISTANCE 24 311 LBIFT 280 LBIFT 78 LBIFT 191 LBIFT 12 622 LBIFT 672 LBIFT 156 LBIFT 362 LBIFT C7 9 830 LBIFT 762 LBIFT 208 LBIFT 509 LBIFT 6 1245 LBIFT 1143 LBIFT 313 LBIFT 764 LBIFT 9 118 LBIFT 256 LBIFT 64 LBIFT 144 LB/FT C2 8 177 LBIFT 386 LB/FT 95 LB/FT 210 LBIFT 3 354 LBIFT 775 LBIFT 191 LB/FT 433 LBIFT 9 112 LBIFT 229 LS/FT 57 LB/FT 130 LBIFT 03 6 177 LBIFT 368 LB/FT 95 LBIFT 216 LBIFT 3 336 LBIFT 688 LBIFT 171 LB/FT 391 LBIFT 9 194 LBIFT 178 LB/FT 49 LB/FT 119 LBIFT C4 6 291 LBIFT 266 LB/FT 73 LB/FT 170 LBIFT 3 583 LBIFT 535 LB/FT 146 LBIFT 358 LBIFT C6 9 311 LBIFT 265 LBIFT 78 LBIFT 191 LB/FT 6 466 LBIFT 428 LBIFT 117 LBIFT 286 LBIFT 3 932 LBIFT 656 LBIFT 234 LBIFT 572 LBIFT 12 161 LBIFT 407 LBIFT 100 LB/FT 226 LBIFT C6 9 241 LBIFT 542 LB/FT 133 LB/FT 300 LBIFT 6 361 LBIFT 814 LBIFT 199 LS/FT 450 LBIFT 6 148 LBIFT 138 LBIFT 37 LB/FT 91 LBIFT C7 3 296 LB/FT 271 LBIFT 74 LBIFT 181 LBIFT 9 241 LB/FT 222 LBIFT 61 LBIFT 148 LB/FT C8 6 362 LBIFT 1 333 LBIFT 1 91 LBIFT 222 LBIFT =_t 2" X 4" CONT. ANGLE 1/4-20 MACHINE SCREW & LOCK N 1" FROM ENDS AI 6" O.C. MAX OR 1/4" TEKS SCREU 1" FROM ENDS A 33/" O.C. MAX. CONN CAPACITY SCHED NOTES: 1. CHOOSE COMBINATION OF CONNECTION TYPE, ANCHOR SPACING, & ANCHOR TYPE SUCH THAT CONNECTION CAPACITY IS EQUAL TO OR GREATER THAN "REACTION AT TOP & BOTTOM" AS GIVEN IN SLAT SPAN SCHEDULE. 2. CONNECTION TYPES SHALL BE AS SPECIFIED IN APPROPRIATE MOUNTING SECTION DETAILS. 3. WHEN USING SCHEDULE 2, ENSURE MINIMUM 2-1/2" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. 4. WHEN USING SCHEDULE 3, MINIMUM EDGE DISTANCE FOR ANCHORS TO CONCRETE & HOLLOW BLOCK SHALL BE AS NOTED IN SCHEDULE. 5. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR TYPE SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 8, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 9. APPLIES FOR ALL CERTIF EDCHOR H REIN,iEDULE BUT ONLY PROVIDES MAXIMUM PRODuCTS ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 10, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD "SIDEWALK BOLT") U.N.O. 11.. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. MAX ANCHOR REQUIRED SPACING POS/NEG 1/4" ALL PRESSURE 114"TTW POINTS TAPCON SOLID -SET S1`i'01PSFA f f3� 3" —65'PSV 6- 6" 37 PSF 9" 6" 1/4-20 MACHINE SCREW & LOCK NUT 1" FROM ENDS AND 6" O.C. MAX OR 1/4" TEKS SCREWS 1" FROM ENDS AND Afe" O.C. MAX.--1 1/2" 1" MAX ANCHOR REQUIRED SPACING POSINEG 1/4"ALL PRESSURE 1/4"ITW POINTS TAPCON SOLID -SET 110 PSF 3" 3" 56 PSF 6" 6" 37 PSF 9" 9" MIN. 3000 PSI CONCRETE NOTE: SEE ANCHOR SCHEDULE AND NOTES FOR REQUIRED ANCHOR EMBEDMENTS. EDGE DISTANCE IS 2-1/2" MINIMUM. 2" X 3" X 1/4" CONT. ALUM ANGLE MIN, 3000 PSI CONCRETE NOTE: SEE ANCHOR SCHEDULE AND NOTES FOR REQUIRED ANCHOR EMBEDMENTS, EDGE DISTANCE IS 2-1/2" MINIMUM. . ALT TRAPPED . 2 MOUNTING SECTION q 6" = 1'-0" VERT SECTION 0, F.E. �.+ 1�MI� ON LLW� 5e RU 4W�Q6 �� ZR N�� WmZ id N� OWE W •• O rim 0 z0 �vAE °p p u.i SL S mg c �0 79 Orzi� o, Z� q�ll1 O U- 111-FSC-00021 [41 m N f EQ. �LL z 3/16" ALUM a POP RIVETS LO @ 10" O.C. a BOTH SIDES-7 / S� i 2x3x1/8" 2x4x1/8" 2x5x1/8" ALUM. ANGLES 1/4" THRU BOLT W/ WASHER & NUT @ 5" O.C. ANrCYHH R C O SPA I C E F PPE UP To 7 PSF rnNr NOTE: ANCHOR ory eco EDGE DISTANCES TO CONCRETE AND rneml reoerTTV SrHFT) NATF *3 STANDARD COUNTER —TOP 1 MOUNTING SECTION 5 6.. = 11_01, VERT SECTION MIN 2x4 EXISTING WOOD TRUSSES AT 24" D.C. MAX (S.G. Z 0.51), OR 16 GAUGE METAL STUDS AT 24" O.C. MAX, (3) #14 SMS WITH 2" MIN. PENETRATION AT EACH WOOD RAFTER, OR (3) *14 TEKS AT EACH 16 GAUGE METAL STUD. 3" 2"x4"xl/8" ALUM ANGLE ,2"x5"xl/8" ALUM ANGLE, 1/4"x4" ALUM BAR, 1"x4"xl/8" ALUM TUBE, OR 7/8"x4"xl/8" EXTRUDED ALUMINUM TUBE TO SPAN TRUSSES & SUPPORT TRACK. ANGLE SHOWN; OTHER MEMBERS SPECIFIED ARE INSTALLED THE SAME. 1/4" PLYWOOD EXISTING SOFFIT HEADER TO TRUSS 4 MOUNTING SECTION 5 6" = 11_pll VERT SECTION # 14 TEKS- @ 6" O.C. SPACINI AS NOTE �LLLL.LL goa�a Q It N N �NaaQ1- fQOcOin a L6" ALUM P RIVETS 10" O.C. N HRU BOLT Wt-� ER & NUT @ 10" O.C. SIDE STAGGERED. SEE STANDARD COUNTER TOP CONDITION FOR CONNECTION OF ANGLE TO WALL. 3x5x1/8" OR LARGER ALUMINUM ANGLES OR BENT PLATE (3" LEG AT WALL) ALT COUNTER —TOP 2 MOUNTING SECTION VERTsecrloN 5 6 = 1 -0 ion tA 5 SPAN TUBE MOUNT 5 6„ VERT SECTION MAX DESIGN LOAD = f72 PSF f- POLYCARBONATE Z-CLIP EACH SIDE OF WINDOW E. i Ln N e-I 0.060" MIN. %/ 1.5" MAX L 0.060" THICK LEXAN POLYCARBONATE VIEWING WINDOW NOTES: (2) WINDOWS MAY BE IN ONE SLAT SPACED A MINIMUM OF 24" APART, WINDOWS MAY BE LOCATED EVERY (10) SLATS. SEE GENERAL NOTE #9 FOR POLYCARBONATE NOTES. OPTIONAL 3 SLAT WINDOW DETAIL 5 6" = 1'-0., VERT SECTION rnR �. nt11nnwuv r.,t: 2 1. •�1• .L ML 'I GO - POLYCARBONATE W VJI n v; V SNAP -IN END CLIP ZW Z _ IM: U� c Z. a Tao W WW W 3°3 Lu r) m 0 Lu be fa W ri 0 Q SPAN TUBE SCHEDULE TUBE SIZE SHUTTER SPAN ALLOWABLE TUBE SPAN NUMBER OF TEKS SCREWS NUMBER OF ANCHORS PER END TOP TUBE BOTTOM TUBE TOP TUBE BOTTOM TUBE TOP TUBE BOTTOM TUBE 601, 108.8" 113.1" 2 2 7 7 96"88.0" 89.4" 3 3 9 9 125" X0r2'x,4V'.' 144" 702' 73.0" 3 3 11 11 80" 134A" 146.3" 3 3 9 9 96" 111.1" 115.8" 3 3 11 11 144" 90.7" 94.4" 4 4 14 14 x0A25" 80" 123.8" 135.2" 2 3 8 8 96" 101.7" 106.9" 3 3 10 10 144" 83.1" 67.3" 4 4 12 13 2"x6" x0.12b" 60" 129.1" 157.0" 3 3 8 10 9e" 144" 114.8" 1 95.0" 124A" 101.3" 3 4 11 12 4 1 4 14 15 SPAN TUBE SCHEDULE NOTES: 5'x XIMUM ANGLES. ANGLES MAY BE 1/8" OF 1. USE 2'x2 MINIMUM, 1/4" THICK bUb3-Tb ALUMINUM 2 'NUMBER OF ANCHORS PER END" INDICATES AND TUBE ND• ANCHORS MAY BE INUMBER INSTALLED IN MULTIPLE ROWS AS NECESSARY N THE PROVIDEDANGLE THAT THE MINIMUM ANCHOR CING INDICATED IS MAINTAINED, TUBE END SHALL HAVE A MINIMUM OF (2) ANCHORS, 3, TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS, 4, SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL BE LIMITED TO TOP BEAM SPANS, WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. 5, LAP BEAMS ARE NOT ALLOWED, 6. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM, 111-FSC-00021 ANCHORS A,B,C,ORD @ 18" O.C. 2X3X1/8", 2X4X1/8",OR 2X5X178" ALUM ANGLE AS REQD. AT BUILD -OUT CONDITIONS OPTION TO PLACE 3/16" POP RIVETS ANGLE OUTSIDE OR 1/4" X 3/4" TEKS OF FLAT END @ 18" O.C. BUILD -OUT END CONDITION Ed t 1X1X1/16"OR 1 X 2 X 1/16" ALUM ANGLE (TYP) FOR END CONDITION @ BUILT -OUT SEE DETAIL LEFT _ 3/16" POP RIVETS OR 1/4" X 3/4" TEKS �Ca@181,O.C. WALL FACE END CONDITION I - N, END PIECES MAY BE "FLAT - END" OR # 10 X 3/4" TEKS OR 3h6" POP RIVETS Si @ 12" O.C. )F"L-END" END PIECES MAY BE "FLAT 4 END" OR "L-END" r, 2 CORNER POST 6 6" = 1'-0" HORIZ SECT ALTERNATE WALL MOUNT FOR ONE OR BOTH ANGLES 7 fI x X 2"x2"x,I/8" TUBE 6063-TS GLASS SEPARATION NOTEI' MIN GLASS SEPARATION 1. GLASS SEPARATION REQ'4 ) ONLY IN HVHZ, (REQUIRED ONLY IN HVHZ, ASTM WIND ZONE 4, AND ES�'t , n JAL FACILITIES, ASTM WIND ZONE 4, 2. FOR USE OUTSIDE HVHZ, ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES) AND ESSENTIAL FACILITIES, PRODUCT HAS BEEN SLAT SPAN 5 96.5": 2.25" DESIGNED AS A NON -POROUS SYSTEM &HOST SLAT SPAN 5 144": 3.25° STRUCTURE MAY BE DESIGNED AS ENCLOSED. 1/4" X 3/4" TEKS OR ANCHORS GLASS 3/16" POP RIVETS A,B,C OR 11 @ 18" O.C. @ 18" 0. 6.026 MAX "ORO LEVERS (INSIDE OR OUTSIDE) * (2) 3/8" 0 PLASTIC THUMB SCREWS 30" APART @ MIDSPAN (THUMB SCREW MAY BE INSTALLED INSIDE OR OUTSIDE) i� HORIZONTAL SECTION 6 6" = 1'-0" HORIZ SECTION (2) 3/8" 0 PLASTIC THUMB SCREWS 30" APART @ MIDSPAN (THUMB SCREW MAY BE INSTALLED INSIDE OR OUTSIDE) #14 x 3/4" TEKS OR 3 16" POP RIVETS @ 18" O.C. 40 ALUM TUBE, OR ANCHORS A B, C OR D @ 18" O.C. TRUCTURE TYPES 2„ CORNER POST ATTACHMENT DETAIL FOR ATTACHMENT OR EXISTING HOST STRU RE PER ANCHOR SCHEDULE VARIES NOON -STRUCTURAL 112" PLASTIC TIP PROTRSSUD NG THRU HEADER & SILL. LENGTH MAY VARY, AY BE INSTALLED ON L LOCK =USEDIN CONJUCCTION WITH ;\\ BOLTS �RIE7S @ i80" TEKS,0O43�16'r411 END LOCK ANGLE 6 6" = 1'-0" HORIZ SECTION (2) #14 x 3/4" TEKS OR A 2"x2" A 3/16" POP RIVETS PER x0.125" (2) 3/16" POP ANGLE ALUMINUM RIVETS, EACH LEG C w I TRAPPED END CONDITION SLAT DIRECTION SHOWN MAY BE MIRRORED TO OPPOSITE DIRECTION (FOR INSTALLATIONS WITHIN THE HVHZ, ASTM WIND ZONE 4, AND ESSENTIAL FACILITIES, MINIMUM GLASS SEPARATION MUST BE MAINTAINED). D C. #100/4" TEK SCREWS ATTACHED TO ONE CENTERPIECE @ 12" O.C. (2) 3/8" 0 PLASTIC THUMB SCREWS 30" APART.@ MIDSPAN (THUMB SCREW MAY BE ' INSTALLED INSIDE OR OUTSIDE) -rt� NOTE: FOR INSTALLATIONS WITH SHUTTER SPANS <_ 36"1 ONLY (1) THUMBSCREW IS REQUIRED AT THE SHUTTER MIDSPAN, TYPICAL FOR ALL DETAILS SHOWN HERE, ANGLE OF 2"x2" ANGLE BUILD -OUT ANGLE LEG J i Li (2) 1/4" 0 TAPCONS TYPE A, TO NO ANCHORS REQpUIRED 13 MOUNT PER DETAIL 3/3 MAY FACE AWAY FROM OPENING (AS a(ANCHOR CONC) PER ANGLE T(5HOST STRUCTURE SHOWNRORTOWA DS OPENING IT- NOTE: SIMILAR 1-1/2" X 2" X 1/8" MIN AT HEAD AND ALUM ANGLE TOP & SILL AND BOTH BOTTOM OR TO WALL EXTERIOR ELEVATION SIDES OF SHUTTER CORNER POST �� ATTACHMENT OPTIONAL SIDE ANGLE 6 N.T.S. 04 , 1JA1 0 1t TRAPPED END CONDITION WITH FLAT END 2"x2"As" 6063-T6 CONTINUOUS ANGLE ALTERNATE LOCKING SLAT 6 CORNER LOCKING DETAIL 6 6" = 1'-0" HORIZ SECTION BUILD -OUT M34 SCREWS 30 T" MOUNT PER APART @ MIDSPAN DETAIL 3/3 (THUMB SCREWSIAE 1/2" MIN, TYP. L 2"x2"x0.125" ALUMINUM ANGLE PLAN VIEW A -A B INSTALLED OR// OUTSIDE) 3/16" POP'RIVETS 18" O.C. TO ALU TUBE, OR ANCHORS AB CORD@ 18" 4 OR05 O.C' TRUCTURE THYPES 2"x2"xI 8" 6063-T5 POST ATTACHMENT DETAIL FOR 13 (CONTINUC ATTACHMENT} OR EXISTING I STRUCTURE PER ANCHOR SCHEDULE END LOCK •ANGLE HORIZ SECTION 6 6 it -On �0 � •• Via: N 5r U Q >UJ6 � 4+ a W W LJ OW Y r4ON a rag 0 �o V '"' 8 Ow UJ � m CC"3 U) a EA =Q a <96 Z Z J 0 11—FSC-0002 IrALM _ I Oi 191