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HomeMy WebLinkAboutSUBMITTED PAPERS- - - PLANNING & DEVELOPMENTj ;RVICES DEPARTMENT o ` U►} '' - ~'=`�' UILDING & CODE REG(,-,_,ATIONS DIVISION 2300 Virginia Avenue ' Fort Pierce, FL 34982 .Sc��, 772-462-1653 CUCie count APPLICATION FOR STORM SHUTTER PERMIT Y DATE: � (_I PERMIT NUMBER: nD—c �2�? 1. LOCATION/SITE ADDRESS: q'oq 2. PARCEL IDNUMBER: 3. SECT Z TW" -3/ J G \ CIS 07 G , (Z� r� LU si IIVIT I L DESCRIPTION OF PROJECT OR WORK ACTIVITY: yV\ )'i A _a_" 'ECGN, v\ ShUMy 4. TYPE OF STRUCTURE: SFR� 5. OWNER INFORMATION Name: Address: 0006 City:-C" � wh State: Zip: Phone: Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #• County Cert #: 2 �� Business Name: Phone number: Concrete 'l Masonry Other Product Type Maximum Opening Pressure per A.S.C.E. 7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels fl�� Accordion �3"3 IT — Roll oll U Colonists ther ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BURNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACIL 7. VALUE OF CONSTRUCTION: $ 93 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in compliance with all applicable laws regulating construction and zoning.- ­ \3 ('� "Y\ \\% � v) 6 PRINT NAM& OF OWNER OR CO LA TO QUALIFIER SN STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME TIES _ DAY OF 20-LI, BY,_yj SLCPDSD Revised 96/17/2010 OR that all work will be done in IS PERSONAL<!!!y ME TYPE OR PRU47NAME OF NOTARY )SEAL COMMISSION NUMBER �tiwv p� AUDREY B. HUMPHREY *_ p fY COi;1MISSION # DD 633047 :ate CXPIRES: March 6, 20, ota ?ublic Unde "den writors o?F_��Bwon�d+esdThruN ry - 03/02/2009 - F:103 Elements110 Loading111 CalculalerslASCE 7-05\ FLB - ASCE 7.02 Pressure Charts .2007 FLORIDA BUILDING CODE & ASCE 7-05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES PSF -Zone 4.... _. Roof Tribute Area S FI Height 110 15 20 25 30 35.= 0-30ft =38.2 r •_ d -37,3 38.7 -38.1 -35 7 -354 �51 «3d 8 34 6 +35.30 +34.3 +33.1 +33.2 +327 +32k i "�+3Taa +31'8 +j1:6 31 ft -38.6 -37.7 37.0 36.5 361 45rtfi 3541 51 34:9 +35.6 +34.7 +34.0 +33.5 +33.0 +32;7 t32A . +32.1 • +31:9 32 ft 39.0 38.0 37.3 36.8 48.4 36.0 35.7' =35 4 35.2 +35.9 +35.0 +34.3 +33.8 +33.3 +33.0 +32.7 +32.4 +32.2 33 ft 39.3 38.3 37.7 47.1 -36 7 3Q 4 36 0 i 35 Q 45:5 +36.2 +35,3 +34.6 +34.1 +33.6 +33.3 +33 OF -+32 Z +32 4 34 ft 39.6 38.7 38.0 -37.5 37.0 46.7 363 36.1 35:8' +36.5 +35.6 +34.9 +34A +33.9 +33.6 +33.2 +33.0 +32.7 35 ft -00,0 39.0 48.3 47.8 37.3 47.0 38.6 36.4 36.1 +36.8 +35.9 .+352 +34.7 +342 +33.8 +33.5 +33.2 +33.0 36 ft -40.3 39.3 . -384 -38.1 37.6 -37.3 -36.9 -36.7 -36A +37.1 +36.2 +35.5 +34.9 +34.6 +34.1 +33.8 +33.5 +33.3 37 ft 40.6. -39.6 38.9 48A -37.9 37.6 372 -36.9 46.7 +37.4 +36.4 +35.7 +352 +34.8 +34A +34.1 +33.8 +33.5 0-0 9.9 49 . 47.2 37.038ft +36.7 +38.0 +35.5 +36.0 +34.7 +34.3 +34.0 +33.8 _419 -002 49.5 .0 .. 378 -37.5 -37.239ft +37.0 +3&3 +35.7 +35.3 +34.9 +34.6 +34.3 +34.0 40.6 9 492 -38.8 38A 38.1 -37.8 37.540R . +37.3 +36.6 +36.0 +35.5 +35.2 +34.8 +34.5 +34.3 41 ft -01.8 -40.8 -40.1 39.5 49.1 38.7 48.3 -38.0 -37.8 +38.5 +37.5 +36.8 +36.3 +35.8 +35A +35.1 +34.8 +34.6 42ft -02,1 -01.1 -40A 49.8 :543 898.9 .98.6 8.8.3 8.8.0 +38.8 +37.8 +37.1 +36.5 +36.0 +35.7 +35.3 +35.0 +34.8 43 ft -42.4 -41.4 40.6 -00.1 -39.6 -39.2 48 9 -38 6 -38.3 +39.1 +38.0 +37.3 +36.8 +363 +359, +356r''#35' „+950, 44 ft -42.7 41.6 40.9 Wo.3 39 9 -3 fi 14911 ti 36 81 13g +39.3 +38.3 +37.6 +37.0 +36.5 +38 ;1 +35 B :}ti35 6_ + 21„ 46 R -03.2 -022 -01.4 -00.8 -00 4 -0Up 9 6 _ ;, 39 3 -39:0 +39.8 +38.8 +38.0 +37.5 +37.0 +36O„ +3621 ;;+35 9 +35:'7 ' 48 ft -03.7 42.7 41.9 41.3 40.9 4O3E WO tr 39 8 :40 5 ! +40.3 439.3 +38.5 +37.9 +37.4 +37.0 +36.7 +31i 4 4$6.1 60 ft 44.3 -43.2 42A -41.8 -413 40.9 .40.6 -40.3 0 -409+ftiq�' +40.8 +39.7 +39.0 +38.4 +37.9 #37,:6= 52ft 44.8 -43.7 -42.9 -42.3 -41.8 -41.4 41 Q- -40 T +41.3 +40.2 +39A +38.8 +38.3 +37k +37:5 +37& 54 ft -052 - 4.1 -43A 42.8 42.3 41.8 -41.5 41.2 -40.9 +41.7 +40.6 +39.8 +392 +38.7 +38.3 +37.9 +37.6 +37.3 56 ft -05.7 -04.8 -43.8 43.2 421 42.3 41.9 41.6 -41.3 +42A +41.0 +40.2 +39A +39.1 +38.T +38.3 +38.0 +37.7 58 ft .40.2 -45.1 44.3 -03.6 43.1 42.7 42.3 42.0 -41.7 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +383 +38.4 +38.1 ft . 44.7 A4.1 43.6 -43.1 -42.8 42.4 42.1-06.6 .0 +41.8 +41.0 060 +4A ++3 39.5 +39.1 +38.8 +38.6 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - Zone 5 = Roof Tribute Area S Ft tle-9ht A10 15. 20 35 40 45 50 25 30 0 - 30 ft 47.2 +/145.4 -44.0 -43.0 -42.2 -41.5 -00.9 40.3 .39.8 +36.3 A+34,3 +33.7 +33.2 +32.7 +32.4 +32.1 +31.8 +31.6 z : 31 R '47.7 45.8 -44A -43.4 -42A -01.9 -01.2 -00.7 -00.2 +35.6 +34.7 +34.0 +33.5 +33.0 +32.7 +32,4 +32.1 +31.9 32 ft. 48.1 46.2 44.9 -43.8 -43.0 -42.2 41.6 -41.1 40,6 +35.9 +35.0 +34.3 +33.8 +33.3 +33.0 +32.7 +32A +32.2 33'ft"' -08.5 -06.6 -052 -04.2 -03.3 -02.6 -02.0 -41.4 40.9 +362 +35 3 +34.8 +34.1 +33.6 +33.3 +33.0 +32.7 +32.4 34 ft -48.9 47.0 -45.6 44.6 -43.7 43.0 -42.3 -41.8 -01.3 +36.5 +35.6 +34.9 +34.4 +93.9 +33.6 +332 +33.0 +32.7 35 ft '49.3 47.4 46.0 44.9 -44.1 -43.3 -02.7 -02.1 .41.6 +36.8 +35.9 +352 +34.7 +34,2 +33.8 +33.5 +332 +33.0 38ft -09.7 -47.8 46A 45.3 -44A., b:43_�i: , q�,0 -02.5 -42.0 +37.1 +362 +35.5 +349@ 'a4li + {34{I + °' �33`8., " c433.5 +33.3 37 ft 50.1 48.2 46 -45 ''.. -04 $ L44 0 -03 4 4'2.8 -02.3 +37.4 +38.4J��j+35.7+35 - 3.4.8. ^ " -+g45L., ,;3q,i:433.8 +33.5 38ft 50.5 48. -46` -05 ..-43,1 -02.6 +37.7 +36.7+35t5:`t35043j734,3.`;;+34.0 +33.8 39 ft 50.9 -08.9 -07.5 48A � -454 `-04 7� 04.0 43.5 42.9 +38.0 +37.0 +36.3 +35.7 +353 a34.11t +34,6 +34.3 +34.0 40 R 519 -09.2 47.8 48.7* ;±45:8 • -45;0= � =. 4;4' 49.8 -43.2 +38.3 +37.3 +36.8 $+36`.0., :#355; .+32 `+34•6 :+34.5 +34.3 41 ft -51.6 -09.8 48.1 47W,::-45.1 ` %45.3 + . =44;7 _.644.1 -43.6 +38.5 +37.5 +36.8 +36.3 +35.8 +35A +35.1 +34.8 +34.5 42 ft 52.0 -49.9 -48.5 47A -08.4 45,7 -45.0 -44A -43.9 +38.8 +37.8 +37.1 +38.5 +36.0 +35.7 +35.3 +35.0 +34.8 43 ft -52.3 50.3 48.8 47.7 -481 46.0 -453 44.7 44.1 +39.1 +38.0 +37.3 +36.8 +36.3 +35.9 +35.6 +35.3 +35.0 44 ft 522 -60.6 -49.1 48.0 47.1 46.8 45.6 .45.0 -04.4 +39.3 +38.3 +37.6 +37.0 +36.5 +36.1 +35.8 +35.6 +35.2 46 ft 53.3 -512 49.8 48.6 -47.7 -46.9 46.2 45.6 -45.0 #39.8 +38.8 +38.0 +37.5 +37.0 +36.6 +362 +35.9 +35.7 48 ft -54.0. 51.9 50.4 -492 .48.2 47A 46.7 46.1 -45.6 +40.3 +39.3 +38.6 +37.9 +37.4 +37.0 +36.7 +36A +38.1 50 ft ; 54.6 -52.5 -51.0 -49.8 48.8 -48.0 47.3 46.7 -06.1 +40.8 +39.7 +39.0 +38A +37.9 +37.5 +37.1 +36.8 +36.5 52ft -55.2 53.1 51.5 50.3 49A -48.5 -47.8 -47.2 46.6 +41.3 +40.2 +39.4 +38.8 +38.3 +37.9 +37.5 +372 +36.9 54 ft 55.0 -53.6 52.1 -60.9 -49.9 -49.1 48.3 -47.7 -47.1 +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +37.9 +37.6 +37.3 56ft 58.4 -54.2 52.6 -51A -50A 49.6 48.8 -48.2 -47.6 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 58 ft 57.0 54.8 53.2 51.9 -50.9 -50.1 49.3 -48.7 -48.1 +42.6 +41A +40.6 +40.0 +39.5 +39.1 +38.T +38.4 +38.1 60 ft -57.6 -55.3 -53.7 52.4 -51.4 -50.6 1 -49.8 -49.1 -48.6 +43.0 +41.B +41.0 1 +40.4 +39.9 +39.5 +39.1 +38.8 1 +38.5 .-�... ,..w "n bnn YM,C t1 VI 03 INITISSUE CL FLB 04/19/0 m G, REVISE FOR 07 FBC TSB FLB 02/23/01 THIS DOCUMENT IS THE PROPERTYOFF RANKL.BENNARDC O RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART O 3 Ul WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. O '•ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER .9 MARKINGS TOTHIS DOCUMENT ME NOT PERMITTED AND WIND VELOCITY=140 MPH MRH=o-50' EXPOSURE IBI SEETABLENOTE 5 EE FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO,.DEPICTTHE'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICALCOI O-M.ON,OF-ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COryDI_ 13WREQUIREOf. USE WITH THESE TABLES. 2. FOR SITUATIONSTHAT4RLQUIRE L4-_0N0 :TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18 VER�FY Kd! EQQI EM�NTS:: ATH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID O�LY:fC)bt)ILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL'ROORSt ES .REDUCTIONS FOR ROOF SLOPES LESS THAN 100 SHALL BE PERFORMED I AN'ENGINE R AS,A`SITE SPECIFIC CONDITION, S. IDENTIFY THE BUILOINI;i-N�EAN (AVERAGE)lROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED,'USl1E:PWAOOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. - 7. CALCULATE THE;` .UTditY ARE PI OfxTHS..&ENING IN QUESTION (HEIGHT • WIDTH) OR THE SPAN LENGTH (HEIGHI,T) MULTIPLIED BY -AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE:5PAN.ILENGTki(FLEI'GHT = / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY, AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHAH BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARG& TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY. THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONES) PER THE FIGURE OR INFORMATION BY OTHERS. ANY-QUEST70NABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR% S REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: ` 1. THESE CHARTS ARE NOT VALID AS A SI VALID WHEN SIGNED & RAISED SEALED BY 2. THIS SPECIFICATION IS INTENDED TO USE OF THESE TABLES AND CORRESPONDIP COEFFICIENTS LISTED HEREIN SHALL BE DI BUILDING DEPARTMENT AND PERMIT HOLDI VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDEE CERTIFICATION. REFERTO ANY SEPARATEL APPROVALS FOR DESIGN & INSTALLATION I VALUES WHICH IS TO BE VERIFIED BY OT 4. DESIGN IS BASED ON THFF,.,��,SECON (GENERAL RESIDENi-IAL & COLl7ME(i IAL - I=1.0. THESETABLES(NOFORUSi TOPOGRAPHICFACTDRiKzlc?IOFQIFF,' HILLY TERRAIN INTF,IRIAL PRESSUR VERIFY USE OF Kd Or OiRECCI v= HIGH VELOCITY HoRt 5. ADHERE TO ALL LO, L MPA1Q 7. EXCEPT ASICATIONES EXPR�P 0U� f:D tIERE AFFIRMATIONS. ARE INTENDED.2: a- 10% OF LEAST HORI2'ONTAL(DIM ($8f0 01 WHICHEVER IS SMALLeR,"B..0 MILESS'I Ary DIMENSION OR 3FT (IM)'r#ISE-L I�E 1p• T'Al AN ENGINEER FORA MORE SPECI iL 1NTERPRI ELEVA O WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7-05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING GT C' ING. THESE TABLES ARE ONLY EN� P.E. TE DESIGN WIND PRESSURES AS LISTED. VELOCITY, EXPOSURE, AND OTHER NO VERIFIED BY THE GOVERNING W TY FOR APPLICABILITY OF TABLE FER AYY PRODUCT APPROVED IITTEb TEST CRITERIA AND OTHER ATION AND APPLICABILITY OF THESE TABLE ACCORDANCE WITH GOVERNING CODES. NT D VELOCITY) FOR A CATEGORY II ON) USING AN IMPORTANCE FACTOR L FACILITIES OR ASSEMBLY OCCUPANCIES. USE ONLY. THESE TABLES NOT VALID FOR ' (GCpI=+/-0.18) ENCLOSED BUILDING ONLY. ) WITH LOCAL BUILDING DEPARTMENT. HVHZI -OR WALLS AND VERTICAL SURFACES ONLY. (STEM ORDINANCES. 3RITY OF THE HOST STRUCTURE. ADDITIONAL CERTIFICATIONS OR 40%'OFMRH, PEAK ROOF ?/a OF LEAST HORIZONTAL HEIGHT IN QUESTION. CONSULT ATION IF REQUIRED• MEAN EAVE ROOF HEIGHT ROOF HEIGHT 5 ® l`+J Ya ENGINEERING �§ EXPRESS° g-n 160 SW 12th AVENUE, #106 o �;0 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354-0443 m WWW.ENGEXP.COM mo CERT OF AUT`H #9885 Z { Design Data and Installation Schedule OWNER JOHN BODENSCHATZ PAGE - 01 Opening Number Shutter Type Anchorage Top/Bottom C, M, W Shutter Height Inches Wind Pressure PSF Neg. Anchor Type Tapcon, Rawl Lag ect. Upper/Lower Max. Anchor Spacing Inches Upper/Lower Notes 1 ACCORDION CEMENT 97 47.2 TAPCONS 12/24 FRONT OF GARAGE / EGRESS 2 ACCORDION CEMENT 97 47.2 TAPCONS 12/24 SIDE OF GARAGE / EGRESS 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Florida Building Code Onl, Page 1 of 2 FL # FL10753-R3 Application Type Code Version Revision 2007 Application Status Approved Comments f q`- ray. Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Vladimir John Knezevich developed the Evaluation Report Florida License PE-10983 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2011 Validated By ORLANDO L. BLANCO, P.E. F Validation Checklist - Hardcopy Received Certificate of Independence FL10753 R3 COI 201.0 Certificate of Independence-FBC.od; Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 httD://www.floridabuildiniz.ora/Dr/Dr aDD dtl.aSDX?Daram=wGEVXOwtDavldAvIteOY07... 2/8/2011 Florida Building Code Only` Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ... .... __................... _..... --- ..... ....................... Summary of Products Method 1 Option D 09/08/2010 10/19/2010 09/20/2010 10/24/2010 FL # IlModel. Number or Name IlDescription 10753.1 116.8 Accordion JjBi folding aluminum accordion shutter Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10753 R3 II 08-225 REV2.pdf Approved for use outside HVHZ: Yes Verified By: V. John Knezevich PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See tables 1 and 3 on page 1 of 12 for design FL10753 R3 AE 68 HVHZ Report 08-225 rev-2.odf pressures vs span Created by Independent Third Party: Yes Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: 0 ® 9PkM 1014 « srvurlt "<13�i'9igts, Tans€gn 7Pgtt9d yB6!Pt� http://www.floridabuilding.org/pr/pr app dtl.aspx?paratn=wGEVXQwtDgvldAvIteOY07... 2/8/2011 A eMANDATORY 1 / ~'l 1 1 \ ,, 6.8 ACCORDION SHUTTER SYSTEM A E 3 nv 1t UUU� HURRICANE PROTECTIC 3-1/2 3� HVHZ- (TABLES 1 & 2 ONLY) TABLE NOTES: 1. HVHZ: DEFINED AS ML0II-DADE COUNTY AND BROWARD COUNTY FLORIDA Z. WIND LOADS: DETERMINE POSITIVE AND NEGATIVE WIND LOAD FROM A5CE 7. 3. SPAN: 1N TABLE 1, ENTER POSITIVE AND NEGATIVE WIND LOADS AND READ ACROSS TO THE APPROPRIATE COLUMN TO DETERMINE MAX. SHUTTER SPAN (BLADE LENGTH). 4.REVERS[NG: THE. 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT 15 PERMISSIBLE TO MOUNT ON THE INSIDE OF A WORD OR CONCRETE BEAM WITH THE BACK OF THE SCAT FACING OUTWARD. FOR THIS CONDITION YOU MUST ENSURE THAT NON-HVHZ & ASTM THE SPANS IN THE APPROPRIATE POSITIVE COLUMN OF TABLE 1 ARE APPLIED IN - THE DIRECTION TOWARDSTHE HOST STRUCTURE AF)b THE SPANS IN THE (TABLES 3 & 4 ONLY) NEGATIVE COLUMN OF TABLE 1 ARE APPLIED IN THE DIRECTION AWAY FROM THE HOST STRUCTURE. 1.NON-HVHZ: DEFINED AS COUNTY AND BROWARD COUNTY S. SEDARATIO4 TO GLASS: DETERMINE SEPARATION FROM GLASS VALUE IN TABLE 2 2. WIND LOADS: DETERMINE WITH THE APPROPRIATE POSITIVE LOAD AND SHUTTER SPAN. AKE 7. 6. FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE LINEAR 3,SPAN: W TABLE 3, ENTER INTERPOLATION TO DETERMINE. SPANS AND SEPARATION FROM GLASS, EXCEPT FROM ASCE 7, THEN MOVE FOR LESS THAN 30 FT. WHERE INTERPOLATION IS NOT ALLOWED AND THE NEXT SHUTTER SPAN (BLADE LENGTH). HIGHER LOAD MUST BE USED. t 1 NON-HVHZ & Zone 4 HVHZ COMPLIANCE ASTM Wind W F a �/ o• c '� O a: C ��.>; -0' ".w-' ' 3 �,L • 4 `oC1 ab V 4,!E" j V, HrV w ' f �. rT/ W y ACCORDION SPAN SCHEDULE SHUTTER ACCORDION SHUTTER SPAN SCHEDULE DESIGN WIND LOAD NEGATIVE WINO LOAD ALL MOUNTING CONDITIONS ASCE 7 DESIGN WIND LOAD HVHZ POSITIVE WIND LOAD WITH UN84ATE O HVHZ POSITIVE WIND LOAD WITH ®&@a Of 11&32 Or 33 & 34 O MVM2ITIVit NEGATIVE WIND LOAD ALL MOUNTING ONDITIONS W (PSF.) Lmax. (FT • IN) W (P,S•F,) I-. (FT -IN) Lmax, (FT -IN) Lmax. (FT - IN) Oto 54.3 55.0 13.0 12-11 23.9 13-0 13-0 13.0 60.0 12.4 65.0 11.10 29.2 12-5 13-0 13-0 30.0 12�1 12-11 13-0 r��75,0 11-5 11-0 35.0 I1010 12.6 13-0 40.0 11.5 12-1 13.4 10-8 85.0 10A 45.0 11.1 11.8 13-0 ' I 90.0 10-1 Soho 10.10 11-5 13.0 95.0 9-30 ��i1 = Z 0 C °c tC a $A R Z r 8, l 54.3 10.7 11.2 13-0 iIOQ:Od �M�9=l 55.0 70-7 11•1 12-11 60.0 30.4 Tall 12-4 1D5.0 9.4 65'0 10-z !as a-10 uo.o ¢1 7D.0 9-11 la6 11.5 125.0 8-11 75.0 ¢9 1a3 u-0 lzao 8 9 80.0 9-7 la1 lab 85.0 9-6 laD 10-0 130.0 8-4 90.0 _ 9-4 9-30__ _ 1049-10 '' 13S.0 8.3 95.0 9-3 ¢8 9-10 140,0 7-11 100.0 9-1 9-7 9.7 ..��. _ 'T8 ._� '-'- 105.0 ¢0 9.4 9-0 145.0 ? 150.0 7-5 H �'• Q ..._... •+ °'r'D+�` ; R;aa; � 9 3 e ...:..........' - ' '. ''• 110.0 8-21 9.1 9-1 155,0 7-2 (35.0 8-9 &il Shc 160.0 6.11--1-1/-4- 120.0 8.8 8_9 8.9 i 165.0 6-9 la5.0 - - 8-6 l70.0 6-6 130.0 - - 8.9 135.0 - 8.3 175.0 6-42-1/2 140.0 7-11 180.0 ---.....-I85.0-_...-.._..._....60 6-2 ._...- 145.0 - - 7-8 Ex• 150.0 7-5 190.0 5-10 155.0 7•2 ____ 195.0 6-11 165.0 - _ 6.9 20D.0 5-6 4 REVERSING: THE 6.6 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND" OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: 1T 1S PERMISSIBLE TO MOUNT ON THE INSIDE OF A WOOD OR CONCISE 861J4 WITH THE HACK OF THE SLAT FACING OUTWARD, FOR THIS COMDUICK 1N ASTM WIND ZONE 4, USE THE APPROPRIATE POSITIVE LOAD/NEGATIVE LOAD AND SHUTTER SPANS IN THE APPROPRIATE POSITIVE OLifMN OF •+ TABLE 4 - -u '� , 5. SEPARATION TO GLASS (TABLE 2 or 4) !S NOT REQUIRED IN W1t9 Z NE51 THRU 3 (140 MPH WIND SPEED OR LESS). SEPARATION FROM GLY.SS a , : 4 IS REQUIRED FOR WIND ZONE 4 (141 MPH OR GREATER WIND-SPEEo�I ENTER TABLE 4 WITH THE DESIGN POSITIVE LOAD AND READ ACROSS' a"j THE SEPARATION FROM GLASS VALUE IN COLU14NS t OR 2 (WHICH- IZIZ I$ APPROPRIATE). 't•'! 6.FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE THE NEXT HIGHER LOAD OR USE LINEAR INTERPOLATION TO OM-RMINE ALLOWABLE SHUTTER SPAN. � + {°`° - •• ; S E P 06 2010 ,? WIND ZONE 4 170.0 - - 6-6 175.0 - - 6-0 180.0 6.2 TABLE ALL LOCATIONS OTHER FLORIDA POSITIVE AND NEGATIVE NEGATIVE WIND LOAD ACROSS TO SELECT NOTES: THAN MlkMl•OADE WIND LOADS FROM ONLY, DETERMINED THE ALLOWABLE 185.D - 6.0 190.0 5-1° 19sm - - 5-8 E>.'• •' Ai NDTE>i m 4 .,, (Ly'05'!1$12003 200.0 - - 5.6 OS-225 Sh"ET I of 12 'C:\ MiDi_Projects�MiDisparate,-CAD1VJKnezevichlCAD2008kTown_and_Country\08-225\R2-s.b\08-225-0IA.vg, 9106,,'2010 1:25:11 PM, 11 x 17, LS,-.MiDisparate.com A T HVHZ H L MANDATORY COMPLIANCE E 2 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD ACTUAL SHUTTER SPAN FUN. SEPARATION FROM GLASS FOR INSTALLATIONS ABOVE GRADE MIN. SEPARATION FROM GLASS FOR INSTALLATIONS ABOVE GRADE M0 (P.S.F.) 29.3 (L) (FT -IN) 13.0 (IN.) 3.314 (IN.) 3.318 30.0 S-D 3 1 B-3 2.3/4 1-3/8 1D0 I 2•IJ4 ( 1-3/4 12.11 3.3/4 3.1/2 �•0 S-0 3 3-1(8 8-3 2.1/4 1-5/8 ¢0 2-1/4 2 11-5 34/4 3-1/2 70.0 S-0 3 i-1/8 7-0 � 3 1.1/2 8.3 2.1(4 1.3/4 lab 3-3/4 3-1/2 90.0 SO 3 1-Ue 7-0 3 1.5l8 a3 2-11Q 2-114 110.0 5-D 3 1.1J4 N. 3 1-318 e•3 2-1R 2.1/2 ¢3 3�114 3.3M 120.0 s-0 I 3 1-u4 7.0 3 1-3/4 8.3 2•S78 2.5/8 8.9 3 A NON-HVHZ ASTM g ` Wind Zone 4 GENERAL NOTES: 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A FLORIDA BUILDING CODE PRODUCT APPROVAL, FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) & NON -HIGH VELOCITY HURRICANE ZONE (NON-HVHZ). 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) AND THE INTERNATIONAL RESIDENTIAL CODE (IRC). 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 4. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) REQUIREMENTS, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996-05. 5. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1686-05/Ei996-05/E330.02. 6. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 7. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE -SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM, 8. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 9. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. IO.ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. I L WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION,. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY IND. FORT LAUDERDALE, FL. MISSILE "D" - ASTM E1886, E1996 & E330 TAS 201,202 & 203 FLORIDA BUILDING CODE APPROVED 13.ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 20 K.S.I. 14.ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3/16"6 5052 ALUM, ALLOY. 15.ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16.TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SEE PAGE 5 FOR LOCK LOCATIONS AND DETAILS. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS, 18.THE ACCORDION SHUTTERS MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT EXTRUSIONS ON INSIDE OF WOOD OR CONCRETE BEAM WITH BACK OF SHUTTER FACING OUTSIDE (SEE PAGE 5 - TYPICAL PLAN VIEW). 19. DETAIL 5 to 12, 16 & 27 on page 3 to 4, MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. VARIES - NO LIMIT m LOCKING TYPICAL PLAN VIEWS TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. TRACK N W BOTTOM TRACK 1 08-225 1 O7 SILL SCALE: HALF SIZE .068"4 2.78 " r I a` .143'68'143 0 II 195" r.i43 1.994" 1.708" 143" 1.06861 062 In ".630• .200 062" .095� .030'.-c.t 3.610" i LITE 2-LEG WALL OHEAVY 2-LEG WALL O _______..-..._.- O HEAVY HEADER/SILL O LITE HEADER/SILL SCALE: HALF 512E SCALE: HALF SIZE SCALE HALF SIZE SCALE: HALF SIZE VYI IL;\L JIIV YYIV JVI�L'YY LIJSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' OS SILL ADAPTER SCALE: HALF SIZE 1.azs s1o• is INO m ni a .621' .831' .105' 1.069' --------------- 1985, k� 2.195' Og EXTENDED SILL SCALE: HALF SIZE 4.603" 30.22S. .314" 4.140" 043" 325" .297" 1 •D60 ,150R .030R .05", --- 022" t/ U 1.625" .069" 131 TYP. 6.8 SLAT/BLADE 07 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE .130' 4.510" 4.102" 227" j .054' 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE: HALF SIZE .3 14 CEILING HEADER/SILL SCALE: HALF SIZE i �p EXTENDED SILL ADAPTOR SCALE: HALF SIZE 2.655' 2.365' .510' .460' tt 085' �060' v: r - F-cil ,621' 781' MID SILL SCALE: HALF SIZE 0 t= N c 4.510' • @MID SILL ADAPTOR SCALE: HALF SIZE 0.080, .341'.k-} 1106,10 N 0.0800.117' N �( o , a^•;;I i '. ` . ;� • r� i .682' .630' .096• 2.822' 16 RADIUS CEILING HEADER/SILL a 0.096' 78b WALL SILL,- HAL;• 2• SCALE: HALF SIZE .180' �.080' SCALE. SSZE ,y ��Z -SEP 06 2010,, ?}nl k-- .420' 1g n L. SII..(.. CLIP SCALE: HALF SIZE 08-225 r 3750 ..125' 2.08 i310-24 THUMP V STAINLESS STEEL SCR£W Z ASSEMBLY .320N HOLE m w '••1 o N m L•• n) �' w .050" NYLON .062' ' WHfEL C 1.100, ,240" 4 5' MAX. ! TYP. AT EVERY OTHER 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. Zg ANGLE SCALE: HALF SIZE ® AND IS ONLY SCALE: HALF SIZE O SLIDE ROD 22 ROLLER ASSEMBLY 821 SSCALE: HALF SIZE SCALE: HALF SIZE r,r.2s0• R, ' I 1825, .357' ?S SS• .276' D VARIES Y--Y .3375" ti NI.062' �I WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE .154' .13T A! STACKED POSITION & AREN'T REO'D IN THE CLOSED POSITION. 25 OPTIONAL ALUMINUM OR PVC 2.7so 206 BOX CENTER INSERT LOCK PIN FOR 29A+298 SCALE: HALF SIZE SCALE! HALF SIZE 27 RAINGUARD SCALE HALF SIZE L978' 2.125, .623' .236` 1.7t0' ,286' .6 a4,.a431443 I239 0 hN 7 I'.i .496' 3.443' 1.758' cam» N 3.476' .160' LOOP ,062' �u .222'#4 .062' .1'. 29b 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER 302 FEMALE BOX CE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE HALF SIZE 5.SOO' x 13/16' WIDE ' A cs III TYP. S�'CT70N A DELTA MODEL 2022 INDUSTRIAL SYSTEMS 35 BOX LOCK SCALE: HALF SIZE 1.950, :r O voiw o 0 �I 1 e70•' CYLINDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST.POWDER COATED NOTE: MAY BE KEY OPERATED OUTSIDE OR THUMB TURN OPERATED INSIDE. NYLON WASHER ALUMINUM P-OR (NYLON BUSHING OPTIONAL) 14x 2-3/4" 410 HT S.S. CREW W/ C ULTRACOTE COATING YP TOP & BOTTOM) WASHER: 7/16"o x 1/2" Ca INTERIOR JOINT TOP 7/16-0 x 1" P INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR B24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 23 BRASS PUSH LOCK SCALE: HALF SIZE 4.000' _ .500' a� ao • 224' 2.000, 28 DECORATIVE FLOOR TRACK SCALE: HALF SIZE 33 OUTSIDE CENTER MATE SCALE' HALF SIZE STEELSTAINLESS BEAD STYLE VA111E5 30 38 THUMB SCREW .... ..._..... .. SCALE: FULL SIZE 250'.r-r 7/4-20x1 OR 5/16-180 MACHINE SCREW STAINLESS 5/16"4 INTERNAL STEEL PowoERCoa7fD.zINLmE-casr THREAD o 37 T -SCREW INSERT o ni SCALE: FULL SIZE 36 T-LOCK ADAPTER (OPTIONAL) 7.000• j SCALE: HALF SIZE 3g 2X7 ANGLE SCALE: HALF SIZE LIDO._ 0,443 443 1.048' .568' f o 3A44' 29G OLD 6.8 CENTER MATE SCALE: HALF SIZE 1.tOC" � N H mn 34 INSIDE CENTER MATE SCALE. HALF SIZE Scs; I CY''FG' .0513 D N a0D 4.0b 4,0c. -SEP 06 20 END STP.IP 2" & 3" EXTt; x 08-225 75, SCALE: HALF SIZE -TASTENER p 18" O.C. (USE ANY ANCHOR SHOWN EXISTING GlA IN ANCHOR SCHEDULE). ��'Ilmms LLF�2 AL 17 0 �,oyoo (INSIDE -BACK) OF e 13 13 f 6.80" (TYP.) } 9 9 1-1/2'. MIN. FOR CONCRETE (OUTSIDE —FRONT) OR BLOCK AND 3/4" MIN. FOR WOOD TYPICAL PLAN VIEW SCALE: 3" = T-0" USE (1) BRASS PUSH LOCK OR (1) S/16-18 THUMB SCREW I37 O THREADED INSERT AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER (INSIDE) I_ w i �bl�j p SILL to of � n TYPICAL OUTSIDE CORNER CLOSI �GJ DETAILS WO/CORNER POST NTS CONCRETE 3/4" MIN. EXISTING GLASS lWSILL (INSIDE) ���aa M' . 0,093" THICK 6063-T6 A UM. ANGLE 1" x 1" MIN. O 2" x S" MAX. (ANGLE LEG 3 AY BE REVERSED) !0.1 FASTENER (al 18" O.C. 13(USE ANY ANCHOR SHOWN Y113 IN ANCHOR SCHEDULE). TO &#12 x 1/2" GALVANIZED BOTTOM zTHUMBSCREW lNTO OR 5.5. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4-20 AED HOLE. LOCATED (nl MACHINE BOLT & NUT 1/3 SPAN TO 2/3 SPAN FROM Cal 18" O.C. BOTTOM OF SHUTTER FOR BLADES S 8'-3". USE TWO THUMBSCREWS ON BLADES > 8'-3", ONE @ 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK 23 SHOWN ON RANDOM MAY BE SUBSTITUTED DETAILS TYPICAL INSIDE CORNER CLOSURE�W�§a CC2 DETAILS WO/CORNER POST �o�o NTS�y `-1/4-20 THUMBSCREW 'OUTSIDE) INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = T-0" w&�f qq K F3 \ SEE END STRIP SCHEDULE 1 FOR MAX. SPAN WHEN USING �Oa. 40C OR 40: S .405USE APPROPRIATE i9STARIER STRIP TO PROVIDE CLOSURE FOR BUILOwc CU`101noNs. FASTEN STARTER STRIP TO TRACK W/ 2/#10x1" SCREWS ALTERNATE END STRIP DETAIL AT CORNER. SCALE: 3"= P-0" ANY TRACK W/SCREW BOSSES. )" CUF' CM.CH 7 . EXISTING GLASS m ��c a USE (1) BRASS PUSH LOCK OR 111 S/16-18 THUMB SCREW E O THREADED INSERT 7 AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER (INSIDE) ) SILL 1 { I 13 \ 13 23 30 (ni ITCIfu7) v \-.--USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1'-O" U8-225 ;hed 5 Of 12 C2 CONNECTION 7YFE REFERENCE ANCHOR SC HEOULE FOR MAX. SPACING _ i' Cl CONNECTION TYPE \ REFERENCE ANCHOR SCHEDULE FOR MAX, v9 SPACING — ALUM FASTENERSALUM. TUBE I—• EACH ANGLE 6063-T6 ALLOY - ---- SEE TABLE A FOR SIZE. 1" x 2" x 1/8" I 1 I ALTERNATE THRU BOLT �-- OR 2" x 2" x 1/8" Cl CONNECTION TYPE ALUM. ANGLE ° �-_—_ —_-� REFERENCE ANCHOR 13 I'!(� 1 I SCHEDULE FOR MAX. SPACING THREE 3 RIV6­0ETS ALUM ° II _ I' l GLASS POP RIVETS OR --- THREE #12 SMS, TYP. 17 �- -' i�-'---- --� I �` OR DOOR - TABLE A (co) PRESSURE VS ALLOWABLE LENGTH PSF 2'x2"xl/8" No B/O I.,. l/!8° No a/0 62 9'-8' 13'-8" 72 9'-2" l3'-0" 82 8'-9' 12'•S" 92 8'-S' 11'-11" 120 r-T 10'•U" 150 T4" 10'-z' .. 200 6'-6" 9'-3' 3/16 RIVET OR 012 SMS @ 18" O.C. OR 1/4-2Q NUT & BOLT (TYP.). ALUM. TUBE 6063-T6 ALLOY SEE TABLE B FOR SIZE. 1" x 2" x .093" 6063-T6 - ALUM. ANGLE, TYP. g -- 3/16"0 ALUM. POP 17 RIVET OR #12 SMS @ 18" O.C. (TYP.) MAY USE MALE OR FEMALE LOCK -SLAT) 13 ALTERNATE THRU BOLT CC3 TYPICAL CORNER CLOSURE DETAILS C2 CONNECTION TYPE REFERENCE ANCHOR Cl CONNECTION TYPE REFERENCE ANCHOR NTS SCHEDULE FOR MAX SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING - TABLE B (CC4) PRESSURE VS ALLOWABLE LENGTH PSF WITH BID WITH 1/10 " 82 II-3° U621r_X12'-i' 10.10 10-S" 7-il' ISO 8'-4' 3/16"0 ALUM, POP RIVET OR #12 SMS (0 18" O.C. (TYP.) 4iv 2FASTENERS EACH ANGLE THREE 3/16"0 ALUMPOP RIVETS OR THREE #12 SMS, TYP. x 2" x 1/8" OR2"x2"x1/8" ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT) CC4 TYPICAL CORNER CLOSURE DETAILS NTS 1-1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. FOR WOOD FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE)- -2"x2"x g .090" 6063-T6 ro ALUM. TUBE 'TYP, eWmF F� 2" x 5" x 1/5" IH x CONTINUOUS'^ ALUMINUM ANGLE OPTIONAL ANGLE INSII ORIENTATION TYP. 012 x 1/2" GALVANIZED (OUTSIDE) OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4-20 MACHINE BOLT & NUT SIDE CLOSURE OPTIONS @ 18" 0 C. SCALE: 3" = l'-O" 1106;2010 1:25:36 PM, 11 x 17. 1:1. vnvw.MiDisoaratemm STRUCTURE 7' MA 1 1/4-20 MACHINE BOLT L ® W/NUT @ 12" O.C. OR #14 SMS @ 6" O.C. r, (TYP. TOP & BOTTOM) LW C S R OR U a':° a C) 4 OR 76 C,�M1_ FOR ASTM no > (�] • N lSEE 2 TABLE SEE TABLE .0' =N t3 N �+ > z K � & FOR !2!7, SEE Z = Q ? 3 v� TABLE 2 ✓F LA W �^ U e i- .+ FOR MIN, SEPARATION N� X�W TO GLASS 2:+- W r Q / - P E s R�6�OR 1\t40R ,= N Eris 16� 0 �N AE 1 \ WASHER (TYP.) 19 �wu 14 31/4" SMS @ 9-' 0 C. H . ANGLE TO TUBE CONNECTION? 2" x 2" x .125" 6063-T6 ALUM TUBE —C2 CONNECTION TYPE REFERENCE _ YrA ANCHOR SCHEDULE FOR MAX. fir, 1 SPACING In nkx Cb ALTERNATE BUILD OUT MOUNT SECTION O ,�, SCALE-3"= i _ 0" a � = 4a `e SIB w+ 4 SEP 06r2010., " itt ;F.. ��etFF�115R008 08-225 sheet 6 of 12 /1 6.8 ACCORDION SHUTTER SYSTEM C2 CONNECTION TYPE z w REFERENCE ANCHOR EXISTING n SCHEDULE FOR MAX. STRUCTURE SPACING GLASS Oo°'r� } GLASS F� A frv�r-w Cl CONNECTION TYPE ...._.. 5_MAX__ ._1/4-20 MACHINE BOLT OR DOOR FOR AOL I-u N > w I OR DOOR Wmd Zen�e 4 � I,wtlj j � SCHEDULE REFERENCEFOR MAX, 1 19 #7 ANCHOR NSMS (al 6" D.C. R Wmd Zone 4 1- ¢ x J N SEE TABLE 4 r w x O SEE TABLE 4 .3 y w a < x & FOR Ifia 13 0 x m T o SPACING - /2' (TYP.TOP &BOTTOM) &FOR H� oT w awr> SEE TABLE =r2 T. _ __ SEE TABLE 2 X 'A '^ x FOR M;N. +n LO Ia w -- Q ^•< 1/4"-20 THRU BOLT W/ m¢ H- LOCK NUT 12" O C. OR FOR MLN. ¢ = w ¢ O Z 012 x 1/2" SMS (al 12" O.C. SEPARATION X z Z n° SEPARATION r r r o OR 3/ 16"0 ALUM POP TO GLASS ¢ JI ¢ In �R ODJ U 012 x 1/2" SMS @ 12" O.C. E.S. TO CLASS w r ? RIVETS 6" O.C. OR 1/4"0 i jO 6' r O a DR 3/16"0 ALUM. POP z �° w 4 OR 16 w� ALUM POP RIVETS Cnl 12" O.C. (" O RIVETS (1) 6" D.C. E.S. \ JM OR 1/4"� ALUM. POP RIVETS / V' 7t AND O2 R ASTM a r Li ",;,� "'•I QB 12" O.C. E.S. 1/4" MAX. FROM PIN ASSEMBLY 1/4" MAX. FROM PIN Y� O ANO 10 GUIDE TO BUSHING1/2" 1/2" TYP. GUIDE TO BUSHING IA x O �L, •1 WASHER (TYP.) SEE TABLE 4 j kA ASSEMBLY '--'"-- WASHER (TYP I w nl &FOR Fes' _ x ,O z v hI ,LI TYP. EXISTING CONCRETE, °o GLASS SEE04A�lN 2 m g m J / u 4 CONNECTION TYPE OR DOOR V o BLOCK OR WOOD FRAMING X D z m u' EDGE REFERENCE ANCHOR SEPARAB04 ¢ J ¢ ¢ ¢ I-r (°�M 3 CONNECTION TYPE .�_IS7. SCHEDULE FOR MAX. TO CCASS I E O mr > o- V' REFERENCE ANCHOR SPACING AS SHOWN ¢ W^ / EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG: 10) / DIST REFERENCE ANCHOR SPACING AS SHOWN SCHEDULE FOR MAX. rK 3 CONNECTION TYPE IN DIAGRAM ON PG. 10) SPACING. ALT. FASTENER p N OO 16 R©OR I u' YrJ` REFERENCE ANCHOR w D SCHEDULE FOR MAX. EXISTING CONCRETE, LOCATION, FRONT AND QS _ BLOCK OR WOOD FRAMING BACK ANCHORS NOT REO'D _ - 1/4" MAX. FROMPIN w�/ / \ SPACING. ALT. FASTENER WITH THIS LOCATION 2"BUS-+: / LOCATION. FRONT AND Cl REFERENCE ANCHOR CONNECTION HO- WASHER (TYP.) FROM BACK ANCHORS NOT REDRENCE 'D O INSIDE MOUNT SECTION 19 EW SCHEDULE„ r R IN GUIDE TO WITH THIS LOCATION SCALE : 3"= T- 0" SPAE FOR MA 4p BUSHING WASHER 2 CONNECTION TYPE } OA INSIDE MOUNT SECTION REFERENCE ANCHOR H ,I 9 (TYP. SCALE : 3"= 1'_ 0" SCHEDULE FOR MAX.��i Ilj EXISTING CONCRETE, SPACING ce BLOCK OR WOOD FRAMING EMBED. W / BUILD OUT MOUNT SECTION O'm TYP. BOTTOM CD EXISTING T'ING CONCRETE. SCALE : 3"= 1'- 0" 4p BLOCK OR WOOD FRAMING C s}} 6• EXISTING CONCRETE, C 2 e K BLOCK OR WOOD FRAMING EDGE 1ST; EXISTING. d."3q? EMBED. 1 CONNECTION TYPE REfEf<<ENEC CONNECTION OR EMBED. S1T�RUCyTURE p .z . 2L'CONIVEE3ION TYPE 6i REFERENCE ANCHOR D SCHEDULE FOR MAX. :�RcFEt1••EMCE ANCHOR U SCHEDULE FOR MAX. W E ' E SPACING SCHEDB,4E FOR MAX, C `1 SPACING AS SHOWN - 5. SPACING 00 IN DIAGRAM ON PG. 91 1416 _ �., !C - D GLASS FOR A_$_TM w Ir-. .w.l m w O a _ OR DOOR pAcd Zme 4 SEE TABLE 4 13 #12 x 1/2" SMS @ 12"FORx ww- D o rni x Zuw FOR Ac rh1�att w r J m D.C. OR 3/ 16.'o ALUM. SEE TABLE 2 N O In J 13 I- = O o w rwJ�K POP RIVETS@6"D.C. ....EQ3.+_A1N.._. ozm GLASS OR T o V'x- FOR TM r O x a X SEE T x S 6� N w o OR 1/4"0 ALUM. POP SI. GLASS 0: ¢ ¢ DOOR ?"w wind Zon 4 13 x x x RIVETS @ 12" O.C. TO GLASS 2: D a 1- GLASSTAM DOOR SEE TABLE 4 .600, r Z v w V 0 X w D z m & FOR ai4(L t? O 0 -' FORWIN. ¢ J z ¢ :Z o Z m ARA7ION L 0. 1/4-20 S.S. MACHINE FSF aTRABiE 2 4 0 ¢ O7 AND OB I Va" MAX. FROM PIN TO CtA55 v a SCREW 8 NUT @ SEPARATOO! S u N ASSEMBLY —t ---- 7/2" GUIDE TO BUSHING ¢ t/2" 1-- 12" O.C. (BASS G j _ TYP. WASHER (TYP.) {r Ol4r' 1/4" MAX FROM PIN mI � I'I aj w 9/4" MAX. FROM PtN �Ux III4 CONNECTIONTYPE w to - 1/2"GUIDE TO BUSWtNGGUIDE TO BUSHING l— WASWASHER (TYP.) EDGE REFERENCE ANCHOR WASHER (TYP.) EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. \ N BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN �c2 CONNECTION TYPE T FRAMING BLOCK OR W000 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) REFERENCE ANCHOR ® OR REFERENCE ANCHOR SCHEDULE FOR MAX. 3" x 3" x 7K" -ONT. i 3 CONNECTION TYPE #12 x 1/2" SMS (al 12" SCHEDULE FOR MAX. SPACING 6063-T6 ALUM. ANGLE REFERENCE ANCHOR O.0 OR 3/16"0 ALUM. SPACING. ALT, FASTENER EXISTING CONCRETE, ,+A '• (MAY BE REVERSED• SCHEDULE FOR MAX. POP RIVETS (o) 6" O.C. LOCATION, FRONT AND BLOCK OR WOOD FRAMING AS SHOWN DASHED) BACK ANCHORS NOT P.F.O'D �, �° +• :: SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION RIVETS @ 12" O.C. n D� WALL MOUNT SECTION O CEILING / INSIDE MOON? SECTION 'gEo aL'•L� .BUILD OUT %•_�j� SCALE - 3"= V- 0" SCALE : 3"= 1'- 0" - SE,C�IOiv �- • /s. I C:1 08-225 ;hed 7 of 12 5.8 ACCORDION SHUTTER SYSTEM 0 FOR ¢$iE yhn3 2a e 4 SF TABLE 4 EXISTING GLASS g FOR H4}1j U ISTRUCTURE -ALT. LEG DIRECTION SEE OR DOOR iABLC 2 13ao H SEE BEAM SCHED. & Fl3R SEPARATION TO MIN. GLASS w o I-�r v1 0• m r u 1/4' ALL POINTS NOTE 11, THIS PAGE FOR : t ANGLE SIZE & ANCHORS :I REO'D 1/4-20 MACHINE BOLT W/NUT @ 12" 0 C OR i>'14 x 3/4" SMS 6" O.C. Cz 4 z w m N p G SOLID SET ANCHORS v=. < 0. = <> o -' WITH 7/8" MIN. EMS OMENT 1N •- — ALUM. BEAM (SEE BEAM I X M to ~ = ID z u CONCRETE OR BLOCK `- - ACCESS HOLE SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & i£ F w o o MAX, HORIZONTAL SPANS) �= X a of Y "MIN. 1416 0 = N Y CO. OIS T. Fat ASTM Vfnd Zone 4 13 v ✓I r w F a I 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER {TYP_j GLASS - Q SEE TABLE 4 & FOR VjL}„Z SEE TABLE 2 FOR A71N. SEPARATION TO GLASS Z G m IV a 1 4 > w 4 .9yy y+ C y c 3 Fs: � i 3 Qw" :SI U'�vY - TWO 1/4"0 W000 OR DOOR C4"O FHRU BOLTS =� m ¢ yc USE 2X3%1 /4 OR 2K5%1/4 ANGLESFGR 2K5 & 2X6 6EAM5 �" 55 LAG SCREWS @ 24" �Ji—I $EE BEAM 7 w a IS USE 2X5%1/4 ANGLES FOR 2X8 & 2K10 BEAMS ~� O.C, MAX. WITH 2" SCHEDULE FOR u'-� z I 3" MIN. Z r - THREADED PENETRATION REQUIRED NUMBER- w ] w s a: 1 "T" INTO CENTER OF STUDS EO DIST. <F TRUSSES BEAM $[HEDUL _N TES �! r EMS. "T' 14 SMS @ MIOSPAN BETWEEN - 1416 I 1/4" MAX. FROM PIN GUIDE J1. USE BEAM SCHEDULE FOR DETAIL J . '�4 STUDS FOR TRACK TO 1" x 4" r0 BUSHING WASHER (TYP.1 J2, TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR PLYWOOD & TUBE CONNECTION IN COMBINATION WITH OTHER CONNECTION DETAILS W STUCCO FINISH 1" z 4" x .125'• ( WHERE USED TOGETHER, BEAM MUST BE LIMITED Cj q. 6063-T6 .125" TUBE F -ALUM. BEAM (SEE BEAM TO TOP BEAM SPANS. 1/4"W ALL SCHEDULE THIS PAGE FOR } THIS DETAIL MAY POINTS SOLID - i !3 LAP BEAMS ARE NOT ALLOWED. ALSO B£ USED BEAM HORIZONTAL & 4f THIS DETAtL TO BE USED WHEN STUD SPACING SET ANCHORS MAX. HORIZONTAL SPANS] J4 ALL SEAMS &ANGLES T'p BE 6063-76 ALLOY. AT 70P WITH 7/8" MIN. EXCEEDS THE MAX. ALLOWABLE AN SPaUNG. t14 c_ EMBEDMENT IN I: SEE BEAM SCHED. & 1/4-20 MACHINE BOLT W/ O'NALL MOUNT SECTION CONCRETE C�K ANGLE SIZE18 ANCHORS NUT 1 12" O.0 , REO'D OR d14 x 3/R" SMS @ 6" O.C. _ a.O SCALE : 3"= 1'- 0" EXISTING U) u STRUCTURE �--ALT. LEG DIRECTION ACCESS HOLE `r Z s` EMBED. 1p ��y :rq ... MAX DESIGN LOAD = x 72 PSf p O BEAM SPAN SECTION v r� FOR ASTL1 & d Zone 4 -GLASS °' - J SCALE: 3"= 1'- 0" C lu SEC TABLE 4 d FOR MIN, OR DOOR I- SI- m LL ll SEf. TAKEIO 2 FOR ASS .-- 13 D N PPRA'IC6V TO GLASS M EXISTING WOOD X Z TRUSS RAFTER 1/2" 3" 7!2" Q 6a. @ 24" MAX. O.C.-1/2** -1/2' I, m E M EXISTING FINISH S 6 MATERIAL I '` 7/4" MAX. FROM PIN GUIDE 14 t6 Ir x 4" x 1/8" 6063 TO HUSHING WASHER (TYP.) ALUM. TUBE W/ THREE 1/4" TILE {TYP.) 1/4"0 WOOD LAG ii ii i� F FINISH MATERIAL SCREWS WITH 2-3/4" MINIMUM THREADED I ALT 3/4" PLYWOOD PENETR. "T" IN WOOD @ I II ly/A'.--' 1/4"0 A325 GRADE THRU BOLT @ 8" D.C. EACH RAFTER OF 'TRU55� „ 24" O.C. MAX. ERE OR 5/16"W A325 GRADE THRU BOLT @ 12" O.C. TUBE EXTENDS BEYOND 5 6 GALV. OR S.S. LAST TRUSS MORE THAI,` ,J ♦� ^" 8 EXTEND TUBE TO EN a �, �_ 1/4"o ELCO ULTRACON TO CONCRETE/CMU NEXT TRUSS. 6" O.C. Wl1-1/4" MIN. EMS. w L A x . x ANGLE l THREE `:• " .� =':^ 'I fir, OR 1/4'0 LAG SCREW @ 9" D.C. W/1-7/8" ww -'-+ ALUM. ANGLE Wf TIiREE I 1CREW WOOD LAG MIN. EMS IN WOOD SG=0.42. TO 0.55 \ / w»- x I-. Inlwo SCREWS WITH 2-3/4" _1 1/4-20 S.S. MACHINE SCREW fal xit4�.- MINIMUM THREADED 24" O.C. IN BETWEEN TRUSSF.- 1.. z `„� PENETR. "T" IN WOOD @ EXISTING CONCRETE, WITH 7/2"0 ACCESS HOLE ON u! o B -+ EACH RAFTER OF TRUSS, +^� HOLLOW BLOCK OR 2" S" x 1/8" CONT, BACKSIDE OF TUBE OR H14 SMS 2 a '• X z 2R" O.C. MAX. WHERE WOOD FRAMING. SEE -+> ANCHOR SCHED, BASED ALUM. ANGLE t6063-T6) @ 24" O.0 MAX. IN BETWEEN ¢w, Q Q ANGLE EXTENDS BEYOND ON TYPE OF STRUCTURE L o ~ LAST TRUSS MORE THAN �r 8", EXTEND ANGLE 1'0 J'' `. -SEP 06 2010,:' 1MAX. DESIGN LOAD s 72 P.S.F.1 NEXT TRUSS. '•� �� .a, ,.- �-{�� PASS THRU DETAIL (MAX. DESIGN LOAD : 72 P.S.F.11 �/ SCALE , 3"= l'- 0'• ""'--'-"—" — O TRUSS MOUNT SECTION SCALE : 3"= l'- 0" 08-225 sheet 8 of 12 C:\-MiDi-Projects\MiDisOarate._UD\VJKnezevichlCAD20081Town.. and. Countrv108-22S1R2sublW225-08Aw. 9/06/2010 1:25:46PM, 11 x 17. 1:1. www.MiDisoaraw.cun ®M® GLASS OR Z DOOR O = FCR ci1M N a} FOR !y 4 wRuxmi- SEE TABLE 4 In = I cra SEE TAB 8 Fq(i fj a J N SEiTAALE- _ Za A .- a j FOR MIN. sA. w M w I- SEE TAB FOR 4 SEPARATICN x S TO SS a= w C o z STOARRA o 73 f I Z� w= 2O C zs0" -•t/�4'"4.[;APCDN•(a24" - 30:C• WtT,t17=T74-�%:MIN. EMBED.`- EXISTING CONCRETE OR / \ BLOCK ONLY. WOOD \ FRAMING & �,• WOOD ANCHORS -NOT ACC:EP'FABLE Ste_ •s•�..: c` REGCSS SILL=D=R 1TAIL \\ ry 'SCAT: E-` 3";r=�•;'_O.i;�=' 1/411MAx. FROM PIN GUIDE TO BUSHING WASHER ' (TYP,) TYP. BOTTOM G ZE 1��APPROVED COND�ON MNU OFITWO PER PIECE FASTENER AND SPACING STENERS PIER CUT OF PIECE TYP. SECTION FOR SHUTTERS Pi SCALE 3" = V-O' EXISTING STRUCTURE OR O WALL MOUNT SILL DETAIL EXISTING FINISH ICHORS Q MATERIAL SCALE : 3"= T- 0" DETAIL sqR@, UT IN I- WTERVAIS 0 FORM [U�E (SEE OETAiL (Pt FOR ADDITIONAL INFO). TY TOP & BOTTOM. FASTENER (a1 EACH 4" CUT SEE ANCHOR SCHEDULE BASED ON C4 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE a N ❑ l9 2" I I I � I I I I I 4" MIN. RADIUS HEADER MOUNTED PARTIAL ELEVATION SCALE: 3' = V-0' WASHER (TYP.) EXISTING j 1/L-20 MACHINE BOLT STRUCTURE L Wf NUT (al 2" O.C. 79 CUT AT INTERVALS T EXISTING FINISH ORM CURVE (SEE DETAIL Pt P2 1 MATERIAL t CONNECTION TYPE REFERENCE ANCHOR SCHEOUi.E FOR MAX. SPACING (FASTENER t"x2"x1/0" @ EACH 4" PIECE UM. ANGLE CUT TO OP CURVED TRACK SECTION DETAIL. PROVIDE SUPPORT SCALE : 3"= 1'- 0" TTER EXTRUSIONS BACK. WHERE {TRUSION IS REINFORCEMENT TIRED. bP2 ' ' fir• Pl rea MOUNTING MIN. OF TWO PER D FASTENER -AND D�TYP. 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TYPE & MINIMUM I" EDGE DISTANCE .I �= i v I: • R • I R I R / R a ail®® ," ate. r/iaaaaaa©�aaaa �mmaoamm©aoaoa©ammaammmaooaaaa ��1.11y11S;L11;S{1;1UiR1. ' 1' 1 1' 111 n ru I' Ir •r •r R, a R•� R . ••I. � �a�aaa� ©r�i..�a r,usnsuunen►u►1' �mmm���e��©�� •• �mma®0®�D�Q�a©0 �mm�m®��©��©�© •Ill.• .• 1 ANCHOR SCHEDULE FOR WOOD SG=0.42 MIN. MAXIMUM FASTENER SPACING (INCHES) REQUIRED f0RYARIWS DESIGN LOADS AND SPANS LoaD MIN.3/4°EDGE DISTANCE (W) SPANS UP TO SP/uNS UP TO SPANS UP TO ANCHOR TYPE&MINIMUM PS.F. b' SUPPLEI'IOIENTAL BLADE WITH WINDOW 6_s o.ceatlx®aanA sE-ea.a-v-r-csx sys-r�fva � D1A HOLE (TO RECENE r I.S00" x 6.000' HOLE_ jT0 RECEIVE ROUND :YIVOOW 21" A'BLY) RECTANGULAR IMI D91 ASSH`i2,Y) 25' ROUNDWINDOV! / RECTA4GlJlAR tNJO±IU�i CF31YiNOOWS PcR MAXIMUM OF 3'NINDOWS PER ASSEt40LY W14DOYI ASSEMCQY EVERY OTHER BIADE EVEIIY OTHER BLACE Aw i (EXTERIOR)45- / ' f'" ! ........._9:�... ...............4,6e3° c z. TOP EDGE Cf .._... -TOP EDGE Of ACCORDION BLADE ... ................ r ACCORDION MADE v...... i' - �� (INTERIOR) To? o E I y !!! ........... v v _ \ / f�fl i rv: _. _—_.... �R.................... t.l 1. � 1. k.J � �•�.H.� / Eli i �> I .. 3.250'Db1. EF5 / c _ 2675" DIA. 3'$ = V o -. 2.875' DIA. HOLE ! s x i0 RECEIVE ROUND ISDi,° x 6.D^0" HOLE TO RECEIVE DQYA55Et-0OLY) � '6 LIGHT-N•VIEW WINDOW r > enNGnw1 s s;$ W14DOY1 ASSEMB_Yj SCALE: HAIF SIZE ,n;r � ,n,1,3 ...__ROUND WUiDOWi ASSEMBLY ♦. _ ..— � ��y.. su w� - _, W N60 AssEFMY ..._....._ fur,. —€ 2.210' �. \ CA 111H id Id d HIH I H111111 ill I ........... `a 1.21ti i H ,145';_...r.r_)......................z.�..__ 145' i ( VARIES(tOLIMIT) - ry> 3 '; /,� \BLADE WITH ROUND WINDOW -' : i ; v � - .,145 ........_...........i.__................... aaa SCALE: 3`=1'-0` i i i U is Q ACCORDION ELEVATION WITH WINDOWS CR �o 116"D1A ..�• .. i SCALE: 112"= V-T y i 093 ,e , zi .020' I i I l8'CIA. GFPIERPl tIJT3: ' i2+5"DIN ...=.1 1. THESE EN40ATION DOCUMENTS REPRSENTA SHUTTER SYSTEM WITH WINDOWS, ANALYZED WITH THEPRov15:ONss=-r 1 ION IN m ' DANCE Of AFLORIDA BUILDING CODE PRODUCT APPROVAL. THIS PRODUCT IS SUETA6!EFOR INSTALLATION oSCA LADE WITH RECTANGULAR WINDOW AREAS Of THE HIGH VELOCITY HURRICANE ZONE (h'VMJ&NOV-HIGH VELOCITY HURRICANE ZONE(NONT-h'NR). � LE 3 1 0' ,? ! I ? - 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND 15 IN COMPLIANCE l�H THE FLORID.A BUILDING CODE (FBC} i (INT.) IRN�CLUDES WIry©ZINCLUDING DTMEfEiM1 HIGHVELOCITY ASTM HURRICANE ZONE (HY71Z), f4I5 SYSTEM MEETS M15511E LEVEL D AND 3. TESTING ViAS CONDUCTED TN ACCORDANCE ViRH TA520Q2@!2D3 AND ASfM E1886 05(EIS96O51E33002. , + ggz.�' A.ry APPROVED <, }iIS SYS EM }VS BEET? FSTED AND lALU{ED LAID LS UI COffPLL4hCE WIH NE 2NTERYvITTONAL BUILDING CODE(1 ; S z �- DETAIL B OD" .500" + ; STAR AND AND THE BY,ERNAI ZONAL RESIDENCE CODE IRC). , S. NO 94CRID&SE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. &ji ii K..# G THE ACCORDION SHUTIER'+dAJUFACR;2ING AND ThS?A'.IATiONN WITH WINDOWS INSTALLED IN THE BLADE 13dg 13b Nd Sl pro x,T ( ROUND OR \ ( )'if ! -.355 L j j RECTANGGUTA AALSOCCMP WITH ALL P�ROVEO 6 B CCORD 0• THE GENERAL SHliTi7t l'�TE Dl7RAA nNCi CTIONS rOU;VD WI ANY W1?REPARED, FBC 2001 PROD(iCi 4 \ �/% i / WINDOW 'ASS ASSEMBLY, I N > _ t" l 'YP. T EVERY '' r' .19�' _ \ �h DTHER GLACE - I 7. THE ROUND WINDOW, COMPONENT (4;) IS MADE FROM SABIC PLASTICS S(X143_T-UL•948B CIHICKNESS SHOMFPN. - .. T... COMPONENT DETAIL). 1.556" : . a N S. THE RECTANGULAR WINDOW SHOINN IN DETAK I3B IS MADE FROM GE XL10 LEXAN WITH 0.075° AIINIMUM THICKtI�-, 4 ° i SEP 06 2010 a ,`A 9. FRAME.T41RECTANGUL".%'Iti0WM4YBE!'PCN60RPCLYCARBOTLITE'MP.i AMINIAIUMT.i!WIESSOf0.I6i'Al PkC y^t "' °-RJTEi• �'- TO BLADE WITH (6) ?4 STAN ESS STEEL SCREWS OR BOLTS WITH AVS. ARE �D SHU':'TER ANY APPROVED CENTER MATES '•.E�r L �i�.tt'�i1512009 A SECTION \RECTANGULAR WINDOW FRAME B BLOW-UP DETAIL TYPICAL PLAN VIEW OF ACCORDION WITH WINDOWS 08-225 Yv4... HAL SIZE SCAL: HALF SIZE SCAL_. 2.1 SCALE: 3' = 1'-0• Sh'YR 12 CI 12 C:\_MiDi,_Projects\MiDisparate,_CAD\V3Knezevich\CAD2008\Town„and„Country\08-225\R2-sub\08-225-12.dvg, 9!O6i 2010 1:26:06 PM, 11 x 17, 1:1, v m.MiDisparaWmm