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HomeMy WebLinkAboutSUBMITTED PAPERSCANNING & DEVELOPMENT SEA �'ICES DEPARTMENT BUILDIMO &CODE REGULi^v.'aNS DIVISION -` 2300 Virginia Avenue SCANNED Fort Pierce, FL 34982 BY 772-462-1553 4 St. Lucie County h - APPLICATION FOR STORM SHUTTER PERMIT �Q �`f Q DATE: 8 -1- 2 011 PERMIT NUMBER: . 0' 0 0 1. LOCATION/SITE ADDRESS: 10920 Myrtl ewood Lane 2. PARCEL ID NUMBER: 3321-501-0028-000/5 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: (3) rear of home. 4. TYPE OF STRUCTURE: SFR X 5. OWNER INFORMATION Name: Al & Bethany Johnson Address: 10920 Myrtlewood Ln. City: P S L State: F L Zip: 34988 Phone: 465-3874 Type of Surface attachment: Wood Frame Install accordion shutters ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: SCC13115 0 5 8 6 County Cert #: 25584 Business Name: Master Craft. Aluminum Products Phone number: � � 5 -1.1 7 7 Concrete x 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 able Panels dion x see ttacheals Vther'i ALL PRODUCTS SHALL BE LABELED NUR DETERMININ i 1MrAU'1" RE6M1_ANUX MUM WINU IfIIMNL IJEISM5. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACL 7. VALUE OF CONSTRUCTION: $ 5, 5 0 0.0 0 FEES DUE: �( n OWNER'S AFFIDAM: 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. Jeff Jackman PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER S F OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS 1 S t DAY OF Au u $?l Bk, Jeff Jackman WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. ��,!/�(�j•�/ Sheryl D. SIGNATURE OF NOTARY a en■e."n... EORPRINT NAME SHERYL D. MOORi ( TITLE: NOTARY PUBLIC C*MSSION NUMBER co DD07492AC1 : M SLCPDSD Revised 96/I 2010 Expires 1�1512012 '*3 r!�`° Florida Notary Assn., Inc I�ggpu■pa■■■■■■u■uun■■■■■uununu■� SEAL v_• f o i � ' n A FrF.RRFCORDTNC-A MIRK TO-. .Master Craft Aluminum Products 1634 SE Niemeyer Circle PgghhtT tt Lucie, FL 34952 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 3615119 08/03/2011 at 11:39 AM OR BOOK 3312 PAGE 2467 - 2467 Doc Type: NC RECORDING: $10.00 - The undersigned hereby given notice that improvement will -be made tb •certain real property, and -in accordance with'Chapter 713, Florida statutes the'Rillowing-informadon is.pmvided-in the Notice of.cominencemeit. 2 -------- -- - �-----1:DESCIZIFT-ION-OF=PROPEI;T�L(Legaldescription=ttndsireet�addr��s)SAxFO.LT.OSIiIIFIBR;=331_5,Q1-00-28-_000/5 -_-_-- SUBDIVISION Sable BLOCIi TRACT- Lt7-T- 2B.- DL)G---.UNr1T Creek Phas-e--1===-=1-09-20=Nlyr-tl-e-wood=-L-ane-- cErt'eRALDrscIUl�Tiol` Orrn7pvio�;rrvtEnT. Insta-11-accor.don=-shutfers = - -_...- --__. - 3.011WEiRINFORNIATION:. _ a. -Marne Alexander & Bethany Johnson b. Address PO Box- 88l32&,---PSL--3-49-8:8- - - ----- —.c. interest in propertl d. Dame and address df fee.simple titleholder (if.o@ier than owner) -- - - - - - •4.CONTRACTOR'SNAAfE,A-DDRESS'ANDPHONE'NUNf.BER: Master Craft Aluminum Products 16.34 SE Niemeyer Circle. _:-PSL--.FL '3.4-95:27 _:._335_�].17-7- d. SURE TI"S NAhIE,.ADDRESS AIYD PHONE N.UnIBER�:ND-BOh'Li�C'�10:tI1'� -- - - 6. LEAIDER'S NAAJI , ADDRESS A1t'D,PHO:NT.NLM-MER: . ?.Aersons �tirithin the State ofFlorida designated by Ottmer:upon wbom-notices.or--other documentsmay be served as.proidded by Section 713.13 (1.)(a) 7.,Florida Statutes: . NAME, ADDRESS AND PHONE NUAMER: E.dn addition to himself or herself, Owner•desig iates,thefolloviing to rez-_ive:a copy of `the•Lienor s3votice.as prm ided in Section 713.13 (7)(4), Florida Statutes:- NAME,..ADDRI;SS.AND. PBE)NIE NUhEBER: 9. Fxpirafion date.ofnotice.of commencement (the. x?iration•date is I wear Eom the date of mrording-unless a different-date.is specified) �0 191AMNIING TO ciytwER: ANTY PAYMENTS -MADE By -THE OZiTIER..A r-ER TFIF' EXPIRATION OF'THE'NOTICE OF'COMMENCEMEN'T ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER. 713 .P:ART I SECTION"1113. FLORIDA:STATUTES. A1"'D CAN'TRFs= INYOUR. PAYING TRICE FOR IMPRQ\Ta4EN'TS TO 1'OUR.I'ROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND Owvner's .Officer/Director/Partn er7Afanager Al Johnson Homeowner 'Pr"int:Flame; and. Proiide:Signatori•'s Title/Office 'State.ofFlorida Connty.of St . Luc e The foregoing irtstmment ryas: ackrtmvledged:before.me Phis 2 9 th .day-oi` July 20 11 By Al Johnson homeowner (Printed name .of person siening above) (Type:of authority._.ez. •t?wner, nffieer, trustec,,attomey in fact) For self (Name:.ofparty on bebalfof whom instrument —was executed) PersorraIl2l"Know11 x .orprod ed the.follo vo ..a.. �. "Room Ee A O��e .e a „ Corn m#T4924?4j = Sheryl D.. Moore � ' �.�� )qx 'S�:�.� Trinted Name of Notary Public.) (5igrtature � . atat3% blip) (SeatsPlotidp:�lotaty:41�•, _i.■WYYFi�n.irs�.u+u.Jt11AS�i4lU45SL,.A�IIII! :o���u unneu.! Under.penaitiesaf per; jury, I:declare that l]tave.rrad the:foreooina•and tbat. fhe°facts' in if are?triie to Yhebesl :af.ml Iatonilecige and belief (section,92.525, Floiidn'Statutesl. Signafure(s).of O)vner(s} qr O,ivn;er(s)',iluthoiiiad Office'r/Director/Par'tner/Manager who signed above:.. r .-B Al Johnson Homeowner x�:nsr3aaoo.7[t>J (.'mature) (Printed Name) i Im cn- AI Johnson � Apo 0 N N 10920 Myrtlewood Ln ,�_; s m s Port St Lucie, FI 34988 N w Information Owner: Al Johnson Address: 10920 Myrtlewood Ln Port St Lucie, Fl 34988 Information Wind Zone: 130 MPH. Exposure Category: B Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. Structure Category: II Design Pressure Calculations Opening Number I[ Location Zone Device . Width (in) Device Height (in) Device Elevation (ft) Max Positive Pressure (psf) Max Negative L Pressure (psf) 1 Int 53 50 7 31.4 -34.2 2 ._........_..... ------ __.._.._..._.........._.._.-_..._ 3 Int .._....._..___..._................. Int 306 _........... ----............ __ 203 112 7 .............. -._... :.......... _..................... ........ _.............. _......... _............. _.... —._.... .............. ......._..__...._ 105 7 26.1 ..................... _.............. _... _........... ---._.._.. 27.1 -28.8 ................ .._.._.._.... _...................... -- .._.._.. -29.8 Prepared in accordance with: ASCE 7-05, Section 6 - Wind Loads. Florida Building Code 2007 ed. Page 1 of 1 k=S A rovaI Menu > RO_kriApRfi*AWM9 Ca Xh > 9DRM!Rn_kii3 > Application Demn FL # FL10753-R3 Application Type Revision Code Version 2007 Application Status Approved Comments 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-aium.com Technical Representative Thomas.B. Johnston Address/Phone/Email 400 west McNab Rd. -- -- Ft.,.1auderdale,-FL-33309 (954)•9.70-9999- 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Vladimir John Knezevich 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. — Validation Checklist- Certificate ,ofIndependence FL10753 R3 COI 2010 Certificate of Independence-FBQ.pdf 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 Equivalence of Product Standards CertifiedBy Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 5umm3ry of P[ooucts 09/08/2010 10/19/2010 09/20/2010 10/24/2010 Fl- # Model, Number or Name Description 10753.1 5.8 Accordion Bi folding aluminum accordion shutter Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10753 R3 II 08-225 REV2.odf Approved for. use outside HVHZ: Yes Verified 8y: V. Jahn Knezevich PE 10983 Impact-.Resistant:'Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See tables i and 3 on- .page. I of 12 for design FL10753 R3 AE 68 HVHZ Report 08-225 rev-2 pdf pressures vs span Created .by independent Third Party: Yes (Bark NextS Department of community Affairs Florida suNding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Honda 32399.2100 (850) 487-1824, Fax 1850) 4144436 .. O 2000-2010 The.State of Florida. All rights reserved. Privacy Statement i CooJdofit Statement I.8[C,pS,_IbFty Statement i Plug-in Softwar I Customer Service Survey I Contact u Product Approval Accepts: 0® ERE A`rSICIti'XSTst tC\ Yvrlllpn- r.t — A HVHZ L MANDATORY COMPLIANCE ! ACCORDION SHUTTER SPAN SCHEDULE ASCE7 HVHZ HVHZ HVHZ DESIGN POSITIVE POSITIVE TEGATIVE WIND WIND LOAD WIND LOAD WIND LOAD LOAD WITH WITH ALL UNIMATE @&0, MOUNTING QOF 31 3; 34 ONDITIONE W L mar. L max. L m- (P.S.F.) (FT - IN) (FT - IN) (PT'•IN) a HVHZ E MANDATORY COMPLIANCE 2 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD - . ACTUAL SHUTTER SPAN .. MIN. SEPARATION TROM GLASS TOR INSTALLATIONS s 3p'-w ABOVE GRADE MIN. SEPARATION .PROM GLASS FDA , INSTALLATIONS > 30'.0- ABOVE GRADE (V) (P.S.F.) (L) (FT -IN) I TIN.) (IN.) 29.3 13-8 3.314. 3.318 30.0 5-0-1 - 3 ( 8:3 2.114 1 3/8 10-0 2.114 -s•3/4 1-3/4 12-tl --3•-1J2-�- 50.0 5-0 p,3 2.1i4 1.5/8 s o 2a/4 z 11-5 3.319. 3.112 71.1 5-0 3 1.1/0 7.o. 3 I.1n. B-3 2.1/4 1_3/4 10.6 3•J14, - 3.1/2 90.0 5-0 3 1-1/6 7.0 i 3 1.5/8 9.10 .. 3.1/2 3-1/2 110.0 5-0. -6.0 13 1-1/4 ] 1 3/9 B-3 21/2 2•IR 9-1 3.1/4 3.1/4 IZU.O 5-0 3 1-1/4 7-0 3 1-3/4 B-3 2.518 2.5/8 88, '3 3 M Mal'i . wlll� fi�o HURRICANE CTION HVHZ,-(TABLES 1 & 2 ONLY) TABLE NOTES: I, HVHZ: DEFINED AS MEAMI•DADE.COUNTY AND BROWARD COUNTY FLORIDA. 2. WINO LOADS' OEIERMINE vOSITIVE AND NEGATIVE WIND W40 FROM ASCE 7. 3. SPAN: IN TABLE 1, ENTER POSITIVE AND NEGATIVE WINO LOADS AND READ ACROSS TO THE APPROPRIATE COLUMN TO DETERMINE MAX SIRITTER SPAN (BLADE LENGTH). - 4.REVERSING: THE 6.8 SYSTEM MAY BE PIOUNTED WITH THE INSIDE AND OUTSIDE OF -THE SHUTTER BEING REVERSED, FOR EXAMPLE! IT IS PERMISSIBLE, TO MOUNT ' ON THE INSIDE OF A WOOD OR CONCRETE BEAM %14711. THE BACK OF THE SLAT FACING OUTWARD. FOR THIS LDN.DITION YOU MUST ENSURE THAT THE SPANS IN THE APPROPRIATE POSITIVE COLUMN OF TABLE 1 ARE APPLIED IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND THE SPANS IN THE NEGATIVE COLUMN OF TABLE I .ARE APPLIED IN THE DIRECTION AWAY FROM THE HOST STRUCTURE. S.SEPARATION TO GLASS: DETERMINE SEPARATION FROM GLASS VALUE IN TABLE 2 Y1TIH THEAPPROPRIATE POSITIVE LOAD AND SHUTTER SPAN. 6. FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE LINEAL INTERPOtA770N TO DETERMINE SPANS AND,SEPARARON FRON4 GLASS, EXCEPT FOR LESS THAN 30 FT. LVHERF PITERPOLATICN 15 NOT ALLOWED AND THE NEXT HIGHER LOAD MUST BE USED. , B NON=HVHZ &. E ASTM Wind Zone 4 3 ACCORDION SHUTTER ASCE 7 IlISiTAT1T V R DESIGN NEGIVE ; D LAD WIND LOAD ALL LOAMOUNTING CONDIT10N5 W L max. 95.0 IIo.O 91 115.0 8_11 120.0 8-9 125.0 8-6 130.0 B-4 135.0 8-3 140.0 7-11 145.0 7-8 150.0 7-5 155.0 7-2 160.0 1 6-11 NON-HVHZ & ASTM WIND ZONE 4 - (TABLES 3 &4.ONLY) TABLE_NOTES: I, NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER TITAN MLAMI-OADE COUNTY A140 BROWARD COUNTY FLORIDA 2. WIND LOADS: D.MMINE POSTTIVE AND NEGATIVE WIND LOADS FROM ASCE 7. 3.SPAN: IN TABLE 3, ENTER NEGATIVE WIND LOAD ONLY, DETERMINED FROM ASCE 7, THEN MOVE ACROSS TO SELECT THE ALLOWABLE SNUT_tER SPAN (BLADE LENGTH). A NON-HVHZ ASTM. E Wind Zone 4 -ONLY 4 MINIMUM SHUTTER SEPARATION FROM GLASS .POSITIVE DESIGN LOAD ACTUAL SHUTTER SPAN (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS S 30'-0- ABOVEGRADE (IN.) MIN, SEPARATION FROM CL45S FOR INSTALLATIONS > 30' 0- .ABOVE GRADE (IN.) 30.0 5.0 3 I B'3 . 14 � - 1.3 8 10-0 2414 I,3.4 130 33i4 3-112 4DO 5.0 3 8-3 ZI1.1 1•IR 9-0 2-t/4 1-3/4 100 2414 2-18 31-0 3-3/4 2.5/8 13-0 4-114 4.114 50.0 5.0 3 1-U8 8-3 2.1/4 1.576 9-u 2-1/4 2 io-0 2-3/8 2.3/8 11.0 3-2/4 3-1/8 13,0 5-lin 5.118 60.0 so 3 1-48 8.3 2-1/4 9.0 2.1/4 2-118 10-0 2-3/4 z3/4 124 5 5 70.0 . 5-0 3 31•R 70. ' 24/4 1-112 8-3 2-114 1314 11.5 4.1/2 4-1/2 90.0 B-0 3 1 1/B. 7'0 2-1/4 1-58 8-3 _ 2-L14 24LM 3.3/4 J-Si8 110.0 120.0 5-0 3 1-114 70 2-114 1-3/4. 8:3 2`12 2.1/2 9-1 _2- 1f___ ._-_..7-0 ..._..._..........._..�.__..___._....___.-__...--_-- 8d 0.9 2A14 7.3/8 J 1-.1i9 _..... b5)8 ' 3 a.0 eT '. MAT BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSER FOR EXANIRIE: IT 43 PERMISSIBLE TO MOUNT ON THE INSIDE OF A WOOD OR CONCRETE BEAM W17H THE BACK OF THE SLAT FACING OUTWARD. FOR THIS COhOITION, IN ASTM WIND ZONE 4, USE THE APPROPRIATE POSrME LOAb/N.GAtlVE 10AU AND SHUTTER SPANS IN THE APPROPRIATE POSITIVE OLiINAN OF TABLE 4. ::.' 5. SEPAIL3TLON TO GLASS: (TABLE 2 014) IS NOT REQUIRED IN iVIND Zyg' d 114RU 3 (110 MMi V NID SPEED OR LESS). SEPARATION FROM GI S,,S;14LL 4 15 REQUIRED FOR WIND ZONE 4 (141 I.1FN OR GREATER WIND'SPEE9 ENTER TABLE 4 '7M'TH THE DESIGN? POSITIVE LOAD AND READ ACRESSS � - THE SEPARATION FROM GLASS VALUE 1..4 COLUMNS 1 OR 2 (WHICHEVER75 APPROPRIATE). 6.FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE THE NEXT HIGHER LOAD OR USE LINEAR INTERPOLATION TO OETEIVAINE ALLOWABLE SHUTTER SPAN. GENERAL NOTES: I 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 (RVHZ) & NON -HIGH VELOCITY HURRICANE ZONE (NON-". 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 (PBC) REQUIREMENTS, INCLUDING THE HIGH VELOCITY HUR*CANE ZONE (HVHZ). THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASf'M E1996-05. S. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886.05/E3996-05/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 WAND 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. I 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 DOCUME i TS WILL VOID THE APPROVAL DOCUMENTS. I1.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 E1896, E1996 & E330 TAS 201;202 & 203 FLORIDA BUILDING CODE APPROVED i 13.ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U,O,N•, WITH A MINIMUM Fy OF 20 K.S.I. 11. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL. BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 6O KS.I., U.O.N. POP RIVETS SHALL BE 1/4.0.OR 3/16'0 5052 ALUM. ALLOY. 15.AL1. 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 115E REMOVABLE ANCHORS. 18.THE ACCORDION SHUTTERS MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF SHUTTER BEING REVERSED. FOR EXAMPLE: IT 15 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 CARVE WITH A MIN. RADIUS OF 10". 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. y VARIES^- NO LIMIT w aQ tiF F O = W n 01 x •y E~ W W fn LOCKING, TYPICAL PLAN VIEWS TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. TRACK BOTTOM 'TRACK i no 5hmt 2 VARIES cu .100"{ 1.708" 100" e .068" 143 .143 in m F"1L .052' �' .095" r� :62' .062". 630 62" .200" .200 II .O I .97 I" ' .095" -.'' 08: .095' {. 1.250" I. 1.200" .095i 971" L 5.745" MAX. IV- L JBUILD OUT WALL HEAVY 2-LEG WALL , LITE 27LEG WALL. � SCALE, HALF SIZE O3 �� -- _ U HEA1 Y HEADER/SILL C� t17€ HE7� ER�r51LL SCALE: HALF SIZE SCALE: HALF SIZE SCALE: IIALF SIZE. SNA I'E`=HALC-=SIZE WHERE SHOWN SCREW BOSSES CSC FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' 1.025' .875' 2.195'. 1.230, 2.195" ,510' s 6 - L- .- _--- -:v ,n „ter.• �1;.,_"__. � � i +:. �'�' I 1.060 ri .831' I} j.105: til TYP I TYP. 7.230" i 1.069' TYP. i�---___'jL csi 2.300" W,_..250•• 1�3.635 .._._ _� 4.510" �2.199'. U SILL . / SILL ADAPTER LE: SCAHALF SIZE 8 NDED SILL SCALE: HALF SIZED SEXC.TEALE: HALF SIZE . 4.603" 30.225' .043'� .374" 325" �R-- .060 •ISOR0 2" 1.625-' .069" 3.410• 13 fiiY,U 6.5 U1T L ADE 1 J S1Ti1R{TCR 1.721' 133 �CACE: HALF SIZE. CA'CE`fTAfiF'SrZE ,130' � I � ,U 2'-#- � I ...4.SID'• r'f J o� -I .630 . .080, n1 r 227,1I{ � 15 6.8 STACK/CONECTOR SLAT/BLADE 14 CEILING HEADER/SILL SCALE: HALF SIZE SCALE: HALF SIZE D1D EXTENDED SILL ADAPTOR SCALE, HALF SIZE. .143' 2.655' 2 365' - 510' .460' 085 0 2195' .k 04.SI0'� j 1 MID SILL 1 z 1 MID SILL AUAP'iUR SCALE: HALF SIZE SCALE: HALF S17E v� .09 2.822' O.11S' C1(il RADIUS CEILING HEADER/SILL Q Ii.Q96' - SCALE: HALF SIZE N i,100' I 420' 18 WALL SILL CLIP SCALE: HALF 512E .341 N 1Llal',i 0.080' 0.117nj .gin. r 060' �i183 m _•• i, ..... 0� .621' 1: n 18b WALL SILL: r :i.OBQ' SCALE: HAL? S 7.F, i• "( ftWin -- 1\\�YYffj a L 1 Lj Q to AM066s2010. 3T5o 2.010, 010-24 THUMS SCREW—�,{jjA ... �lU'fl fl Z z a tV N � .062• w . 4 F .5' MAX. I . 20 RECESS SILL FOR USE WITH 1ql f�P�i� SCALE: HALF SIZE ® AND (9 ONLY Al rHALF SIZE 21 SLIDE ROD .. - SCALE: HALF SIZE 1875" 1126" �J WHERE LOCK PINS ARE.USED,'THEY ARE ENGAGED IN THE STACKED POSITION & AREN'T REO'D IN THE CLOSED POSITON. 25 OPTIONAL ALUMINUM OR PVC LOCK, PIN FOR 29A+29B SCALE: HALF SIZE - {{ 1JID' ,443'{—}5,443 f.0A4' I II II N L068' 3.443' gfoW b 2003 6.8 CENTER MATE 3Q F1iM'A C SCALE: HALF SIZE SCALE: HALF SIZE w1D�' A -F . ........ n N � N .18A' TYP. DELTA MODEL 2022 , SECTION A INDUSTRIASYSTEMS D35 BOX LOCK SCALE: HALF SIZE 357' .276' Y .062'. 0 . .154' 26 BOX CENTER INSERT Sl'ALE• HALF 512E 1.9 82 .236' 1.7I0' m .. w n vi .284 io 26, r. 062, .160' L001' 31 MALE B0X CENTER SCALE- HALF SIZE _ —STAINLESS STEEL iiiiii--------- ASSEMBLY o �'• .3'e00 HOLE N d ` � .OSO" I NYLON WHEEL 1.100" .240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP, 22' RCTLLER .&S5 BLY SCALE: HALF SIZE �pSJsT- QO• 2.250' N 2.750' 27 RAINGUARD SCALE: HALF SIZE .286' 222'k-? 4 32 FEMAt SCALE: _ 1.950" w � u .... 0 I .. A___--____ TED" B70": ZI CYLINDER -SOLID BRASS, NICKEL PLATED 7 HDJSR40-ZINC DXAST POWOER COATED E NOTE: MAY BE BEY OPERATED ODTSNE OR THUMB TURN OPERATED INSIDE I2 2E BRASS P- I LOCK SCALE: HALF SIZE 4.000' .sa0• -�l q m .224' p RA1TIVE FL00 WRA K ALE'-HA:LF-SIZE - --- 33 OUTSIDE CENTER MATE SCALE: HALF SIZE 7/16"0 STAINLE55� STEEL NU7 ;o HEAD STYLE VARIES 38 THUMB SCREW SCALE: FULL SIZE .250'i-t T 4-20x1 OR 5/1 G-1Ax1 MACHINE SCREW STAINLESS 5/16"m INTERNAL TIER POWDER COATED, ZINC OIE-CAST `7 T—SCREW O STEEL INSERT o SCALE, FULL 36 t1 L.—I:.JC1 —A A�� V PTIONAL) SIZE ^' 7000• SCALE! HALF SIZE 39 2X7 ANGLE SCALE: HALF SIZE 14YLON WASHER OR ALUMINUM (NYLON BUSHING OPTIONAL) ---it114 x 23/4" 410 HT B.S. INSERTS CREW W/ INTO TC ULTRACOTE COATING TRACK (T'YP 'TOP B, BOT'EOM) J BUSHINO W/ wASHER� a x 1/2" @ INTERIOR JOINT TOP SIZE 1.110� 1.048' 0.443 443 - O 3.44•E' DgG OLD 6.8 CENTER MATE SCALE: HALF SIZE. 34 INSIDE CENTER MATF SCALE, EIALF SIZE 40a 49b4,0� 5 END S1RIN_.1'l't 2" & 3" EXT" HALF SIZE EXISTING GLASS )1 J. O.0?3" THICK 6063-16 - _ UM. ANGLE 1" x 1" MIN. "— — O 2" x 5" MAX. IANGLE LEG S 9 -0 'Y BE REVERSED) x 29 SFAS rJER BT 13 13 US 1 J ANEHORRN Him W. 13 8 15/ 13 9 {'3 �13I.ha6i'�i7CC+C,iii[7)%�xCMEfIUI?F_ TO 1 38S 6.80,. (TYP.1 i� 1112 x 1/2" GALVANIZEO BOTTOM �1/4-20 THUM©SCREW (OUTSIDE) 1!4 -2Dx1 THUMBSCRE\/ INTO OR S.S• SM.,, 3/16"� ALUM. INTO CENTERMATES 1/3 (OUTSIDE -FRONT THREADED HOLE. LOCATED L87 MACHINE'BOLT R NUT TO 2/3 SHUTTER SPAN 1/3 SPAN TO 2/3, SPAN FROM �m 16" D.C. MULTIPLE SHUTIER .ASSEMBLY TYPICAL .PLAN VIEW BOTTOM OF SHUTTER FOR BLADES SCALE: 3" SCALE; 3' _ I'-0" :9 W-311. USE TWO THU1•IBSCREWS ON BLADES >_ 8'-3", ONE p 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM soT TOM OF BLADE, TYPICAL. FOR LOCKING CENTER MATES SHUTTERS. A BRASS PUSH LOCK 3 SHOWN ON RANDOM MAY BE SUBSTITUTED DETAILS SEE END STRIP SCHEDULE ,�• 13 FUR MAX. SPAN WHEN �N � IP3q'a�` USING LDa, 606 OR 49t ' Mw [� _ EIJD STRIP SCHEDULE `„.M -" W �I`O'USE APPROPRIATE 1"-b STDVITE CLOSIP UR o ._......_Z2....:...._._...___o A 3.._._ FOR \.BUILOINO COND17ION5: 89 .-=.87__._....._ _._..._..__._ 3 tl< en,4FASTESTARTER . \0c NSIDE) 2"D%C 13.7"..__§6z.__ 4C \ STRIP NO TRACK WI b72 9 ..__...._..._..._ ......._.._ 87 867 2/010x1" SCREWS 3"8[O��P•.T 62 N 7 ALTERNATE END. STRIP .DETAIL AT CORNER. y �`3 y82� en6 SCALE:3 1'-0" ANY TRACK W/SCREW Itl c,K-gig t ^•` I FOR GREAtER SPANS OR LOADS THAN SHOWN PI BOSSES. 77I77y11 �o I TABLE ABOVE. END STRJPS PEOVIRE A I'Xl' .010" CLIP ANGLE MID SPAN USING ! Nl ANCHOR ON THE ANCHOn O -SILL SCHEDULE b "14011- TEN SCRCW On 1/A-20 BOLT TO ENn STRIP p z EXISTING GLASS v J OR (115/16-18,THUM6 SCREW I 0 STPOLU DEOCK i 30 —.. THUMB OL•I<._...—__._.._,.. _..�.-.SIDE) _ s _ USE 111 BRASS PUSH L "; USE 11! BRASS PUSH L 30 s 13 .oq�i °i��-'N OR 111 5/16-18 THUMB INS Npl. ra- " SCRE`•V 1ppii��O TI'IREADED INSERT p AT 1/3 SPAN ' •.� �/ 22 a a INSERT .1371 A'I 1/3 SPAN \ SILL TO 2/3 SP N FROM Q C W .,ALL.. TO 2/3 _ AN FROM / BOTTOM OF SHUTTER,, ,. (OUTSIDE) k 23 CCt TYPICAL OUTSIDE CORNER CLOSURE DETAILS WO/CORNER POST NTS— - - — - Y 13 \ `SILL CC2 TYPICAL INSIDE CORNER CLOSURE DETTAILS WO/CORNER POSTNT `��� C:\_MiDI Projects\M)Dls"Late-CAD\VJKnez,"Ich\CAD2008\Tow and-Country\08-22S\R2:wb\OB-225AS.dIt9, 91OW2010 1:25:32 PM. It x l7. 1!1 mexr.MiOi­raro m". FASTENER & 18" O.C.. EXISTING GLASS (IJSE ANY ANCHOR SHOWN ZINCHOR SCHEDULEI. 'Z. � sALT. DI11 Ct -0 o (INSIDE -BACK) OF ANGL • L USE (1) BRASS PUSH LOCK SCREW 10 THREADED I14SERT 3 AT 1/3 SPAN BU7i3 M OfA' SHUTTTER TL`sn. 30 :tl. (OUTSIDE) , < 43: —USE (ll 86X LOCK AT 1/3 SPAN TO 2/3 SPAN FROM .Q��•.�4 BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY JT, SCALE- 3" = l'-D" AX. CI CONNECTION TYPE I—�----`-' • AlREFERENCE ANCHOR I �- SCHEDULE FOR MAX,_ SPACING 2 FASTENERS ALUM. TUBE EACH ANGLE SEE TTA 6 ALLOY _ - - SEE ABLE A FOR SIZE. v x V8" Iri - �� I AL"TERNATE THRU BOLT OR 2" x 2" x,1/8"., ALUM ANGLE s C1 06NNFCTICN TYPE FOR A..SIM 1 ! __ _ REFERENCE. ANCHOR Yrnd Zone THREE 3/16"m-ALUM, _ t3 !:�i r , I SPASCHCING FOR 1-IAX. SEE TABLE POP RIVE75.OR 4 u'. FOP R IL_ ______1 y, HVHZ SEE THREE 012 SMS, TYP. o 17 1--_ I lF1 I GLASS ._ � iABIC 2 -- TABLE A (cc3) . PRESSURE VS ALLOWABLE LExNGTH�g PSF ZNae 68" iN39�D." 0 72 9'-T 13.0- 62 8'•9" 12'�6" ,92. 8'•S' IV-11" (02 e'•2' Il'-T 120 T•0' Ia•II" ISO T-2" 30.2" 3/16 RIVET OR d12 SMS 18' D.C.- OR 1/4-29 NUT A BOLT (TYPJ: ALUM. TUBE 6063-16 ALLOY SEE TABLE .B FOR SIZE. V x 2" x .093" 6063-T6 - ALUM. ANGLE. TYP. 3/16"O ALUM. POP 1 OR DOOR —IpI FOR MIN. 17 RIVET OR 012 SMS -� I I I \ V • SEP'1RAlla @ 18" O.C. (TYP.) k IL._._____. / 4(li� \ TO CLASS \.; --------- V4��\ -MAY USE MALE OR \/ wti / \ FEMALE LOCK -SLAT) vj w o w(� r-- 13 ALTERNATE ThIRU BOLT — C2 CONNEOTION TYPE Cl CONNECTION TYPE 1' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR NTS SCHEDULE FOR MAX. SPACING E FOR MAX. .� LI_=_� / E X I S T ING. C0NCR E TE; / BLOCK OR \•IOOD FRAMING -/EMBED. 2 C! TABLE B (CCJ) PRESSURE VS AU.WVABLE LENGTH PSF 2•xzk3jj8" WRH 11)O 3'x3•x1J8" WITH 9110 62 B•3" • 12'-4" 72 r-fa': 11'-9" 82 T•6" _ ll•-3" _. 92 -_ -_ 7'1" 101.10, 102 T 0" 10-5" 120 G; T - 7.11ISO 3/16-0 ALUM, POP . RIVET OR J112 SMS 2 FASTENERS EACH ANGLE THREE 3/16"0 ALUM. o POP RIVETS OR 17 THREE 012 SMS. TYP. 0 0 . 1'. x 2" x 1/8'. x l ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT) 0 TYPICAL CORNER CLOSURE DETAILS N TS REFS SCIJE SPA( 1-1/2" MIN. FOR CONCRETE OR AND 3/4" MIN. FORBLOCK AWOOD FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN I IN ANCHOR SCHEDULE).' 1 I _ _-- 2".x 2" R .D90'•6063-T6 ALUM. TUBE TYP. ,. •yl'�G mWa� -II II II a d tlii !-2•• x 5" x 1/8" I x CONTMUf7US Ij 11' ALUMINUM ANGLE OPTIONAL ANGLE INSII ".ORIENTATION TYP, tt'12 x 1/2--,GALVANIZED OUTSIDE 6R S.S. SMS, 3/16-0 ALUM, POP RIVET, OF 1/4-20 _ MACHINE BOLT 8, NUT SIDE CLOSURE OPTIONS @ 18•' O.C. SCALE: 3" = V-0" pp6(2010 L25.36 PM, 11 x 17. 1:1. vmriJJ101soaratnmm 1/4-20 MACHINE BOLT W/NUT @ 12" O.C. OR tt16 SMS 6" O.C. : e: (a (TYP. y; TOP & BOTTOM)51 n� 51 Uo 2 j N O v. Cy •�'! SCOD rc VI �' KK=NS 73 hC'0 Y L T O 5i 114, IL T T-,1=Km� SJCiv:m-i o v 1f4" MAX. FROM PIN L.n GUIDE TO �U H'o �' � � �1c WASHER (TYP,) W K \ `--N14z3f4" -7t1 SMS @3 9" O.C. ANGLE TO TUBE CONNEC-TtON �r1 Ti 'rr 2" x 2" x .725" 6063-T5 ALUM. TUBE uj W NECTION .TYPE :NCE ANCHOR - OO tU) OvA`:; JLE FOR MAX. C' O �- ,, r i1g: lb ALTERNATE BUILD OUT MOUNT SECTION SCALE---3"_ V- 0" V Q 00 7 v �I PrJns� w' S;hY31�. 08-225 sheet 6 of 12 16.8 ACCORDION SHUTTER 9y--sTr=-_m U CONNECTION 'TYPE << . Zo REFF.RENCF..,ANCHOR EXISTING ,, 8 OO SCHEDULE FOR MAX. STRUCTURE v GLASS mow^ a SPACING OR DOOR FOR Il.. o I i = m ti �RAIJOOR FOR Jss�u a ._ 01 CONNEC710N TYPE 5" MAX. 1/4-20 MACHINE BOLT u v> w 1 m REFERENCE. ANCHOR 1 ' i7rdia A =.�2=Jjy SEdrrdiU• �W7�¢ SCHEDULE FOR MAX I 19 W/IJ`1'(B 12"Dl-. OR � x § FOR JSEE JAM a 13 = I`� a ¢ _ ;rFOR dSiiZ 13 n o SPACING __ 014 _t (�J 6" O.C. W a; SEE TABLE 2 to w °I I- SFF..TABI.E 2 S = _ i 2" (TYP. TOP & BOTTOM! �? VK NU @ 12 BOLT W/ _ LOCK NUT [nl 12" O.C. OR X - N m o: z FOR ATIO vJ z o Z raft (JIrJ, a ,; o: p Z H 12 x 1/2" SMS (ii) 12" O.C. SEPARATION " w a p FOR CLASS z z m q 72 x 1/2" SMS (a1 12' D.C. E.S. Z I_ F Z OR 3/15"0 ALUM. POP 10 GLAS_S Q . o < Q v UR 3/16"m ALUM PUP 10 GLASS ZI- RIVE rs @ 6" O.C. OR 1/J,••y, E_ "I- ❑ _ �S, OR(�OJ RIVETS 5 O:C. E.S. I"= ALUM. POP RIVETS a 1?." O.C. a p �OR OR 1/4"0 ALUM POP RIVETS O "• R `i n ...o.._ 11 AND fIX� ww v• c V n 12" O.C. E.S. ` , , O � 1/4" MAX. FROM PIN ASSEMBLY 1/4" MAX, FROM PIN @$'L/ 9 AND 0 t/2" G IDfl. TO D S iING tyr,d inns A CUIDE TO BASHING: 1J2" TYP, .ASSEMBLY --- INASHER(TYP.) li I� WASHER ITYP,1 �_.__� �;E j jwp �'a y�G 1/2" 112 TYP. EXISTING"CONCRETE, f I GL, SEE TABLE 2 'm z z w m_ m r BLOCK OR WOOD FRAMING w - - -C4 CONNECTION TYPE OR OR —� -- —ti--- - o M _ id w _. FOR NIN. !. /ll� i EDGE/� REFERENCE ANCHOR ARO' LL Z C >--•'� -- - ---C3 CONNECTION TYPE SCHEDULE FOR MAX. �(YATI - va 5ux RCFERENCE;ANCHQR _ UIST_ EOG_E - SPACING AS SHOWN u vAi W E 7� SCHEDULE FOR MAX. - 4 CONNECTION. TYPE IN DIAGRAM ON PG. 101 Q SPACING AS SHOWN REFERENCE. ANCHOR —' �-� 3 CONNECTION, TYPE IN DIAGRAM'014 PG, 10) - SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING. ALT, FASTENER ID ,d ('1 ,-/1 SCHEOULE,FORMAX. EXISTING CONCRETE, LOCATION, FRONT AND p 5,0 OR \ SPACING. ALT. FASTENER BLUCK OR WOOD FRAMING BACK, ANCHORS NOT RF.Q'D _ (•1,4jT OR 16 — ?1.( LOCATION, FRONT .qMp WITH THIS LOCATION ' , i. � 1/+." FIAX. FROM PIN A�1 I I/4" MAX. FROM BACK ANCHORS NOT REQ'O Cl CONNECTION TYPE GUIDE TO BUSHING WITH THIS LOCATION I R) INSIDE MOUNT SECTION REFERENCE ANCHOR / _ 2�' WASHER (TYP.) l_., SCHEDULE FOR MA. _PRI GUIDE TO SCALE : 3"r ?'- 0" BUSHING WASHER INSIDE hdOUNT SECTION SPA[NJ . i---C2 CONNECTION TYPE 79 .i r RYF'1 A ¢CAL"e : 3"a 1'- 11" Y REFERENCE ANCHOR, n,y ` EXISTING R7E, c SCHEDULE FOR MAX. � BLOCK OR WOOD FAM.RAMING '/EMBED. SPACING TYP. BOTTOM - I{_p) BUILD OUT MOUNT SECTION o Q°• �-�` EXISTING CONCRETE, CC SCALE i 3"= V- 0"_-� -- BLOCK OR WOOD FRAMINGIn EXISTING CONCRETE, O BLOCK OR WOODFRAMING /� EDGE DISi ; EXISTING Q E FIBEO. CONNECTION TYPE 09 „ //��E _ — --Cl-C1 CONNECTION TYPE EMBED. / STRUCTURE Q. REFERENCE ANCHOR W) REFERENCE ANCHOR / "t`2'�'Ot.NGCTJOTs'TjYP.E U SCHF.TJ IJLE FOR MAX: W I F4 tF. SCHEDULE FOR MAX.`REFERENCE'"Mien U Q SPACING AS SHOWN A--_ ra 6 ,•. SPACING - - SCHEDULE FOR MAX. a u IN DIAGRAM ON PG. 91 SP 4C-INQ a0 _r I 11416 '1 r ..._. 1/2" fis `'1/2" COR 2OGLASS FLY? d$)A1 I.- i:i OR DOOR - Ninn irn d rw- i 7 j ._ �- ); C I i l0I H/2" a SEE TABLE d 73 I' T ❑ l ='x wla. F,w 1r12x 1/21,SMS Ca11<" do FOR HIM. O.C. OR 3/16"0 ALUM, SEE TABLE 2 X I- = u w I} FOR eC14 F W _ Fw7_7 POP RIVETS a6"'O.C• F.LU"J. �Z� FOR 8l, w? ❑raj OR 1/4'•a ALUM. POP STARATION K < GLASS OR 444 r� Wd2ae0. 13 7 Q° < =,Zy^ 0 GLASS SEE TABLE d = = 2 v' RIVETS @ 12" D.C-'— 70 GLASS ` - p a ti UIJUR--- µW N r- j n `� rn OR DOOR.— vi I- w c w_ I J I R FOR N7 U��J �_ v� SEE j2zozw SEE TABLE 2 x? U Z CO - - FUR N'J, a w O. < F a t/4-'LO S•S. MACHINE [OR mm Q . cr < Fa- � Q AND (� -- EPARan011 � -' u 0. SCREW & NUT (n� SEPARATION S u a A55=t•IBL�' ',' ?�4" MAY., f2DM FIN TO CLASS 12" D.C. -=- - GLASS • u m - -1/7 1/T GUIDE TO OJSHIMG ••- < YP. WASHER (TYP) :j 1 y!4 Y•' I � '-i 1/4" MAX. FROM PIN m j I a `n I �z1 / X I 7• i 1 - r.1 1/4" MAX tRUM pIN ,= GUIDE 10 BUSHING „�, • / -CONN C, UN Tii' . 1/2" //��,,, � GUIDE TO,BUSHING ' 1 �. = / .• H 6 n WASHER {rYP I - I�� EDGE REFERENCE A,NCI•IOR �1.:/•'RL`J WASHER (TYP,) EXISTING CONCRETE, SCHEDULE FOR MAX. / /„1•� �� BLOCK OR WOOD EXISTING CONCRETE, 0( T SPACING AS SHOWN ' 0(JF)ErTI@ 'G1PE TYPE IN DIAGRAM ON ILL Irn OR FRAMING BLOCK OR WOOD FRAhFRAMING/ •4 CONNECTION PG. 101 REFERENCE ANCHOR 3" x 3" x 1/4" CONT. ! J DEFERENCE ANCHOR SCHEDULE FOR MAX. 6063-T6 ALUM. ANGLE j 3 CONNECTION TYPE N12 x 1/2" SMS Lo 12" , SCHEDULE FOR MAX. REFERENCE ANCHOR O.C. OR 3/15" 0 ALUM. SPACING.. ALT. FASTENER SPACING EXISTING CONCRETE, (NAY BE REVERSED - O + •' SCHEDULE FOR MAX. POP RI'✓ETS Lle 6" O.C. / LOCATION. FRONT AND v AS SHOWN DA DASHED) - --___._.._./ SPACLNG OR I/A"91 ALUM. POP_/ BACK. ANCHORS NOT REO'D BLOCK OR WOOD FRAMING �i'y'j � .+� '_"' •�' RIVETS WITH THIS LOCATION �D WALL MOUNT SECTION o 12- D,C. . un i SEP DO 2010., SCALE 0'• 1 t 1INSIDE MOUNT SECTION t� s�'.�k isf}3�=• 1._ o., Fl rJ:ALL/BUILD GUT '� o c SCALESCAL EON — e f' C5i15,ROR8 3"= 1'- 0" 08-225 . C:LMiOJ_Pra)e,-is\MiDisparete_CAD\V.1Knezevich\CAD2008\Town and Caunhy\OB•225\R2-sub\pR-225-07.Ihvg, 9;'05/2030 1:25:41 PM, 11. z Li, 1:1, m�w.fliOisparnta..rom ShL:,t i ct 12 £i.8 ACCOFd.B IoN ;Hu 1 r9k SysTEIVt FOR C:S i Nfi,d_7pie b GLASS SEE T B_E { & ^'-"' z - vi EXISTING �1�, r �C O OR DOOR iAuwl att 'u. SEPARATION ¢ W d y STROCTI.IRE ALT, LEG DIRECTION SEE BEAM SCHED. NOTE J7 THIS PA F , ' TO CLASS p= i. N �� 1.i D 1/4"0 ALL POINTS - GE OR - ' ANGLE SIZE & ANCHORS I REO'D 1/4-20 MACHINE BOLT W/NUT Cnl 12" D.0 OR tk 14 x 3!4" j q z m N = .f ❑ SOLID SET ANCHORS WITH 7/8" '- - SMS 6" D.C. I o Ina x N ,t F = 1 -� MIN. EMBEDMENT IN ALUM. BEAM (SEE BEAM ,.. D U DLOCK a ACCESS HOLE BEAM DESCRIPTION & FLAX HORIZONTAL SPANS) Zk ? b Q Z J I - "-, .. 3" MIN. ED. DIST, MIS FCR i M a D _ y tI - 9S@'_rp.JZ= 4 7/4" h1AX. FROM PIN GUIDE SEE TABLE a & FOR 11 TO BUSHING_WASHER ITYP.) GLASS SEE TAME.2 FOR AL TWO 1/4"0 WOOD OR DOOR _-- SEPARA11W.i 10 QI.ASS 13 .0 w q j m J �q wa 4 = , N w H = W � rQ v o a t�v r � Prf'r'S LAG SCREWS @ 241/4 0 TASCHEDULE FOR HRU BOLTS Sa co p Z :g USE 2X3X1/4 OR 2X5X1/4 ANGLES FOR 2X5 & 2XO BEAMS X. U. MAX. WITH 2" I- 'r D USE 2X5X1/b ANGLES FOR 2X8 & 2X10 BEAMS THREADED PENETRATION 3" MIN. t- Z REQUIRED NUMBER z T" INTO CENTER OF STUDS - ED. DIST. TRUSSES BEAM SCH nut F Nnroc W F�j EMB. "T' STUDS SMS R TRACKM!DSPT BETWEEN 1416 1/4". MAX. FROM PIN GVIOE. ! USE BEAM SCHEDULE FOR DETAIL J . STUDS FOR TRACK TO 1" x 4" , - , 1. t..1 PLYWOOD & TUBE CONNECTION iv _ TO BUSHCaG WAS 1ER TrP. J2, TOP & BOTTOM BEAt-15 MAY BE USED TOGETHER OR 14 �I STUCCO FINISH 1-, 4" x .125" i IN COMBINATION WITH OTHER CONNECTION DETAILS. 2: �+ 6063-T6 ALUM. TUBE —ALUM. BEAM.ISEE BEAM WHERE USED TOGETHER, BEAM MUST BE LIMITED e� THIS DETAIL MAY 1J4"q1 ALL TO TOP BF M SP ALSO BE USED POINTS SOLID -�' _ - t AT 7UP THIS DF TAIL TO BF. USED WHEN STUp¢PACING SET ANCHORS /' J EXCEE05 THE MAX. ALLOWABLE ANCHOR SP AEING. WITH 7i 8" MIN. BEAM SCHEDULE THIS FOR - ....._._....___.._,...___.____......__...............^..__...._..__..�,.___. EMBEDMENT N ALL BEAMS & ANGLES TO BE 6063- ALLOY S 9 MAX HORIZONTAL SPANS) J3 LAP BEAMS ARE NOT ALLOWED. .� _ IN CONCRETE OR I� L<_EE OEAM SCr.EO, & 1/4-20 MACHINE BOLT W/ w P .5 C WALL MOUNT SECTION BLOCK "Ore J1 THIS PAGE FOR ""NUT Cd1 12" O.C' f r SCALE 3"= 1'- 0" REO 0 AIZE &ANCHORS OR 1114 x 3/4" SMS Cn7 6" O.C. - EXISTING STRUCTURE ALT. LEG DIRECTION ACCESS HOLE EMBED. _ O b\/ 5 • v MAX. DESIGN FCR p6TM Wnd 7cne b w �J 11 BEAM . SPAN SECTION o ": SEE TABLE 1,& FOR .tL1:MZ - `GLASS p_ o SCALE : 3". V- 0" Q pn ,N y SEE TABLE 2 FOR WI, OR DOOR F- I � IL='7• SEPARATION TO GLASS - 13 dp EXISTING WOOD ` �{ Z TRUSS OR RAFTER 1/2•'(--{--3" V2" f OL @ 24" MAX. O.C. 1/2' h_1!2,1- to ii ii \ tll EXISTING FINISH MATERIAL 1/4" MAX. FROM PIN GUIDE II 58 14 16 �i3 i0 BUSHING WASHER IiYP,) I" x . x BE 1 THREE IUD ALUM. TUBE W/ THREE V 1." TILE ITYPI II ii ii. L I ✓ i/4"G+ tJ00D LAG FINISH MA7E1vgl SCREWS WITH 2-3/4" ..� MINIMUM 'THREADED - Lp1.YER�r�-"j.,� / -3!4" PLYWOOD PENETR. "'T" IN WOOD Cm / . ........... I ..._.__. . lJ 1/ 4"M A325 ORADHRU, BOLT I@ S" O.C. EACH RAFTER OF TRUSS OR .5/I6"4+ A325 GRADE. THRU B01_T 12" O.C. 24". O.C. MAX. WHERE !'GALV. OR S.S. @ TUBE EXTENDS @EYONDI _ SJ6 LAST TRUSS MORE THAr� EN .'' �_ 1/4•'¢ ELCO ULTRACON TO CONCRETE/CMU 8. EXTEND TUBE TO \ — I 6" O.C. W/1-1/4" RE NEXT TRUSS: EMB. x d \'� -t OR 1/416 LAG SCREW Q0 9" O.C. W/2" x 4" 1/8" 6063= G1-7/B" \ ALUM. ANGLE W/ THREE+•1.I Xjt MIN. EMS- IN WOOD S6=0.42: TO 0:55. \ / r m 7 1/4"0 WOOD LAG SCRE1/4-20 S.S. MACHINE SCREW '� �� THRETH ADED EXISTING CONCRETE. -' �81 i? MINIMUM i I A FD HOLLOW BLOCK OR 24" O.C: IN BETIJEEN.TRUSSES+ "` =h ZUW PENETR. "T"IN WOOD a "" 2" x 5" x 1/8" CONT. WITH 1/2"0 ACCESS MULE ON '^D Dw, @ .4, WOOD FRAMING. SEE. .,4 :..........._. ) BACKSIDE OF TUBE OR 1114 SMS EACH RAFTER OF- TRUSS, •_ ANCHOR SCHED. BASED ALUM. ANGLE 16O6B-T6 6' 24" O.C. MAX. IN BETWEEN. aw 0q.wl 24" 0•C. MAX. WHERE ON TYPE OF STRUCTURE T JDaF- ANGLE EXTENDS BEYOND v1 LAST TRUSS MORE THAN q B". EXTEND ANGLE TO :� .f'� ., oSEP.06 20 H PASS THRU DETAIL (MAX. DESIGN LOAD a 72 P. S.F,) NEXT TRUSS. ;`$Un 6n.. ,•. SCALE : 3"= 1- 0" (I.1AX. DESIGN LOAD z 72 P, S.f-.1 r sr7 � �1 TRUSS MOUNT SECTION ^JJ SCALE + 3"= V_ 0. _. 1.. 08-225 x BOX BEAM SCI IE�D�yUBLE BERM 9!nT1NR = A TOP BEAM BAT'. BEAM F /, N TTpp MIl.M gg IkAil 1100 9LA4 9p Q' lT, iT��Gy 'OT 2 2 0.126" 2"z 6' .__B�.'4_ . 10,_3„ S...U' 8.'Q:. 7._7....3".....3._...3 9•_5: it• 1' '.4- 2 _ _Z.__ ._.2 OA2S" 0'-0" B'-6" 9'-6- 2 2 3 8 9' 2 3 3 0' 2- x 8" S'-0- 10'-V 14'43- 2 2 2 3 9" 9" 2 3 4 0.187S" .- _ 1 ._ •. 3 S 9 - 34 -10 4 GLASS OR z DOOR 9 � wF�� SEE TABLE 4 an=N Y = m FOR 1 3 FOR —SEFCAE TAM.Ii F u in > w aZ?wN ma- I SE SEE AEES TAE DEI Z a. N SEEC JAE SEPARATON To s5 13 X rwaoo vr,I. I m ! .SEPABA i0c4. ,�p'ti Z w� r 20 m / zse•• TAPCON (cl 24" EMBED. 1-1/4' MIN. Jam! EXISTING CONCRETE OR ' ✓ \ BLOCK ONLY. WOOD. \ FRAMING & WOOD ANCHORS .dOT ACCEPTABLE Q S \ DIST. \ tiq RECESS SILL DETAIL \ SCAL_F : 3"= l'- 0" . 1/4" MAX. FROM - PIN GUIDE TO ' BUSHING WASHER (TYF.1 I 1 \ r. "i YP. BO T�TOM APPROVED MOUNTING --v- 8 v CONDITION, MIN OF TWO PER PIECE SPACING WITH A N1INIMUNI OF TWO FASTENERS PER CUT PIECE . P1 TYP. SECTION FCA SHUTTERS SCALE: 3" = 1'-0" Y�3 ,--GLASS OR i DOOR x`C 2' FOR AS7.>LI SEEAB E 4 a � TABLE { &FOR WMZ SEE TABLE 2FOR QN, w .J F7- /- m SEPARATION--_..1414 TO GLASS......_..._.-...._._:_...._L..._..___. y I.n+wfY r')�lJ t �•c'C= yi 13 MIN jl Xzavwi^ - o Z Cl CONNECn'N TYPE f a RADIUS HEADER MOUNTED .� a REFERENCE ANCHOR <a PARTIAL ELEVATION ., ua SCHEDULE FDR TTAY' SCALE: 3' W SPACING NErTIO EFERENCE ANCHOR t7. Y a 7 SCHEDULE FOR MAX, m o B W r / SPACING n c� E n EXISTING STRUCTURE P._ EXISTING CONCRETE O. BLOCK ONLY. WOOD -. I(T I WALL FAOUNT. SILL DETAIL EXISTING FINISII E0.1111F F,RAI•i1N(, 9 WOOD ANCrI0R5 `"/ SCALE i 3"= 1'- 0'. MATERIAL I W V4" MAX FROM PIN 10A CEPT;ABL _ GUIDE TO BUSHING RR E FLOOR TRACK..LE�'AI SGJR6DCUT IN »" INTERVALS I WASHER (TYP.) .. 3"= T- 0" TO FORM U/�'y� E. (SEE DETAIL P1 `: 'J FOR ADDITIONAL z a INFO). TYP, 1'OP & BOl TOM FASTENER EACH 4" CUT i 1'T.i=y y 1 Lu Cal lu SEE ANCHOR SCHEDULE. BASED QN C4 CONNECTION TYPE 1'0 o a Q - VERIFY ANCHOR SPACING , d Z 7 IS ACCEPTABLE ovweo ks V u O �. smi2 V • �. 1/4" MAX FROM PIN GUIDE L Y.1l I ING ) '♦#' y- r 70 MACHINE. BOLT STRUCTURE L W/ NUT C.) 2" O.C. ! i (ARM AT INTERVALS T(p� EXISTING`FINISH ORM CURVE (SEE DETAIL by I ! MATERIAL -Ct CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX, In ttrT i I SPACING (FASTENER 1"xt"x 1J8" & 1"x2'"x 1J8" @ EACH A" PIECE •� jai# j I !; 606.3-T6 ALUM. ANGLE CUT TO l/1 CURVED TRACK SECTION 'DETAIL MATCH AND PROVIDE SUPPORT �-/ SCALE : 3"= A 0" ! i OF CUT Sl'UT1ER EXTRUSIONS FRONT AND BACK. WHERE.. - FRONT OF EXTRUSION IS ! CONTINUOUS REINFORCEMENT IS H01 REOUIRED. P2 ' 3J B "--APPROVED MOUNTING CONDITION. MIN. 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JA15A5EMBLY 4 6D3' /,BLADE WITH RECTAN6ULAR WINDOW SCALE: J = '-0' 9LADE •,....v..cn CENTER MATES TYPICAL PLAN VIEW OF ACCORDION WITH WINDOWS SCALE: 3' = TYPICAL,; 91OV2010 1:26:06 PM. 11 x 17. 1:1. vexa.r4A]i_vza,nra.m1„ I vawa mo uMIT) j ACCORDION SCALE: IIZ' - 1=0" ELEVATION WITH WINDOWS GENERN.NOTES: 1. THESE EVALUATION DOOINSNTSREPRESENTASIRJTTERSYSTEM W1T11 VrINO0W5, NIALYZED W'fDI11fE PA(1VISONS SET FOR 711E ISSUANCE Or AFLI;,TiDA BUILDING CODE PRODUCT ApHIOVAL TFIIS PRODUCT IS SUITABLE FOR INSTALLATION IN AREAS OF THE HIGH VEO�, M HURRICANE ZONE (IMNO B,NON-HIGH VELOCITY HURRICANE ZONE (NOH4MN21. 2. THIS SITE" HAS BEEN TESTED AND EVAIMED ANTI IS IN COP1111ANCEWITH THE FLO.RIDA BUILDING CODE(FEC) INCLUDE PORTG HIGH'ZELOCTY HURRICAHE ZONE(HT'HZ). THIS SYS H ITEETS MISSILE LEVEL'D AND IhYLWE6 RIND ZONE 4 AS THEDEMNED IN ASTM E1995.05. 3. TESTTNGWASCONOUCIEO IH ACCORDANCE WMH YAS 281(207A203 AND AqM E1666OGIE1996 OSIE330-02. 4. THIS SYSTEM HAS URI TESTED AND EVALUATED AND 15IN COMPLIANCE KITH THE INTERNATIONAL BUILDING CODE (IM zylz AND THE INTERNATIONAL RESIDENCE CODE (IRC). S. NO INCRE45E TN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUft ,+• 6. THE ACCORDION SHUTTER MAMJFACIVRING AND INSTIL CATION WITH 1VINDPl1S INSTALLED IN THE BLADE g(i 13b) NUS, t. ALSO MVIPLY YM ALL OF THE GENELALNOTES @ CONDITIONS FOUND ON ANY RA PREPARED, FBC 2007 PRODUCT APPROVED, 6.8ACCARDION SHUTTER MIT DRAWING. " S 7. ROUND DETAIL). COMPONENT (41) IS MAID FROM SABIC PL STICS StX143IT-UL-94118 (THIC NESS SH,, ,),:N S COMPONENT DETAR). �S �, 8. THE RECTANGULAR WIT00:V SHOLVN IN DDETAIL13B 1S MADE FROM GE XLiO LEUUN V!(iN 0.O7S" MMIMUTI INICKII;S,<+'•�`A S 9. 70BiADE RECTANGULAR STAII COW FLAY BE NYLON 6OR POLYCAWiM WITH MINIMUM THICKNESS OF 0.161'hYFpSrYyfj TO BLADE WITH STNRESS STEEL SCARiS OR BOLTS WITH NUTS 1 08-225 1