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Permits -nber: ©� in FA 3. St. Lucie County S� Building &Zoning Department a� &%k 2300 Virginia Avenue ` �' Fort Pierce, FL 34982 oO/O 00 Olotk APPLICATION FOR STORM SHUTTER PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS LOCATION/SITE ADDRESS: 14561 Du 1 ce Real [-:ivG DI - /CqQ- PARCEL ID NUMBER: DESCRIPTION OF PROJECT OR WORK ACTIVITY: DATE: 7-28-2011 001• ono. (-) Install accordion shutters (3). Install (1) Bahama Shutter. 4. TYPE OF STRUCTURE: SFR X 5. OWNER INFORMATION Name: John & Cindy May Address:14561 Dulce Real Cityport Pierce State: FL Zip:34951 Phone: 461-4777 Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: S CC 13115 0 5 8 6 County Cert #: 2 5 5 8 4 Business Name: Master Craft Aluminum Porducts 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 Analysis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion X Roll U Colonials OtherBahama I x I see attac ed sch Jule ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK 7. VALUE OF CONSTRUCTION: $ 2, 2 0 0. 0 0 FEES DUE: 3 r(/ 1 RECEIPT: :�09 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. Jeff Jackman PRINT QUALIFIERS/OWNERS NAME 5 OF QUALIFIER/OWNER 'STATE OF FLORIDA, COUNTY OF uunn■uu■®■■■nuu■■u ACKNOWLEDGED BEFORE ME THIS 2 8 DAY OF Jam, 20 1 1BY, Jef ckman v'YS'�r�I�r,ETO ivlE OR WHO HAS PRODUCED AS IDENTIFICATION. �o"yPuz�•,,� Conim# DD0749247 Sheryl D. Moore ~ .....Explres111512012 SIGNATURE OVWOTARY TYPE OR PRINT NAME OF NOT c'r TITLE: NOTARY PUBLIC COMMISSION NUMBER 'aim ;°r� Fl�da Nota ry Assn., Inc 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. Information Owner: Chuck and Cindy May Address: 14561 Dulce Real Ft Pierce, F134951 ildM' Q Information Wind Zone: 130 MPH. Exposure Category: B Minimum Building Dimension: 30 ft. Mean Roof Height: 15 ft. Structure Category: 11 Design Pressure Calculations Opening Location Device Device Device Max Positive. Max Negative Number Zone Width (in) Height (in) IFElevation (ft) Pressure (psf) Pressure (psf) 1 Int 53 56 7 312 -33.9 _ _.._....._... 2 _ ...._.__...._..... _ -- Int _ ................ --- -- 53 -._._..._..._..._._ .................. _....... _...----.- ......... _...... _... ---- ---..__............_.._.__.._.._..._.. 56 7 ----..........._.....--... 31.2 ...... _..... _—....._....-.. - - - -33.9 3 Int 53 56 7 31.2 -33.9 _. ........................... 4 ........_....... _.._.._............... .._.._._...._.............................. Int ................. _._...._..__..._...----._ 74 ................. ---..................... ....... ....... _... ............ ....................... _._..----... _......... _............ 56.5 7 _......... ....................... _----................. --._......_..._................ 30.5 _----.................. _.............. ......._ -33.2 Prepared in accordance with: ASCE 7-05, Section 6 - Wind Loads. Florida Building Code 2007 ed. Page 1 of 1 :Y • rSi'i�� . .w:' BCLS Home i Log In `. User Registration Hot Topics Submit Surcharge Stats & Facts Pubications FBC Stall BCLS Ste Map Links Search t Product Approval USER: public User %dga Apprrval Meng > �O.Qkfi9 R?4�T.W.n�.% > APPLKA g 1.141 > Application Detail 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-alum.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west.McNab Rd. Fes, L-auderdale,-FL 3', (954)97D-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 - Hardcopy Received Certificate of Independence FL10753 R3 COI 2010 Certificate of Independence-FBC.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 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/08/2010 Date Validated 10/19/2010 Date Pending FOC Approval 09/20/2010' Date Approved 10/24/2010 FL # Model, Number or Name Description 10753.1 .6.8 Accordion Si folding aluminum accordion shutter Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact. Resistant: Yes Design Pressure: N/A Other. See tables 1 and 3 on page 1 of 12 for design pressures vs span Installation Instructions FL10753 R3 If 08-225 REV2.pdf Verified By: V. John Knezevich PE 10983 Created by Independent Third. Party: Yes Evaluation Reports FL.10753 R3 AE 68 HVHZ Report 08-225 rev-2 pdf Created by Independent Third Party: Yes jBadc Nent Department ofCommunRr Affairs Florida SuAdIng Code Online . -Codes and Standards 2555 Shemarrl Oak Boulevard Tallahassee, Fonda 32399-2100 (850) 487-1824, Fax (8SO) 414-8436 ® 2000.2010 The Stag of Florida. M rights reserved. Product Approval Amepts: - =®E'er® wcx1riti :KErR1C% 'til17IOe Traat�d n.m! 6.8 ACCORDION .SIM1UTTEf3 SYSTEM [ANON-HVHZ T HVHZ g Y L - - E MANDATORY COMPLIANCE •- -- - .. ...... ,:. -.. 2 .. - MINIMUM SHUTTER SEPARATION FROM GLASS .. POSITIVE ACTUAL MIN. SEPARATION MRJ. SEPARATION DESIGN SHI1TfF0. FROM GLASS Folk FROST GLASS FOR LOAD SPAN INSTALLATIONS INSTALLATIONS S 30'-0• > 30'-0• ABOVE GRADE ABOVE GRADE (W) tU IN. (P,S,F:) (FT -IN) ( ) (IN.) 293 13-6 3.3j4 .3�3J8 5-0 3 _ I 8.3 2 Ij4 -• _ 1•Tr8 --- -- 32.13 3.314 3-1;2 5-0 3 - 1-18 _.__ SD.D- - J 8-3 2-IJ4 1-518 90 2. 11.1 2 nc _ 113 3.314 3-I/2 O ,5-0 3 1-1/0 70° 7-0 3 I•In B-3 2.1/4 1-3J4, 10.6 3-3J4 3 fj2 5-0 3 I -lib - 9o.0 HURRICANE PROTECTION 7-0 3 L-s/8 ____._ ....... __.... - ___. - - _ ......."- _ "_ ..._.......... B-3 2�1J4 2-Jl4 9.10 7 1/2 3-1/2 54) 3 1.1/4 110,0 B-0 3 1_318 B-3 2.1/2 2-1/2 9-1 3.1l4 3•li4 5:0, 3 1-1i4 120.0 pp 3 1 1d14 8-3 2.518 -2-SJB � - .. VHZ (TABLES 3 &.2 ONLY) TABLE NOTES: 1. HVHZ: DEFINED AS MULMI-DAOE COt1N1Y ANb BROWARU LY)UNTY FLURIOA. 2: WIND LOADS: DETERMINE POSITIVE AND NEGAI IVE WIND LOAD FROMASCE 7, .. .... ... 3:SPAN: IN TABLE I, ENTER POSITIVE AND NCGATJVE WIND LOA[>; ANO READ ACROSS TO TIE APPROPRIATE COLUMN TO DETERMINE MAX. SHUTTER SPAN - (BLADE LENGTH). 4:REVERSING:THE 6.8 SYSTEM MAY BE MOUFfTEDWITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EKAMPLE: IT IS PERMISSIBLE TO MOUNT T J IOU i ON THE INSIDE OF A WOOD OR CONCRETE BEAM WITH THE BACR OF THE SIATFA(3NG OUTWARD.FDR.THIS L73NOI710N'ffpl M(1,ST ENSURETHAT NON-HVHZ & ASTM -----' THE SPAECTION THE THEMOSTITRUCTUn COLUMN or TAESPANS I APPLIED IN - (TABLES3&4.ONl.Y)TABLE_NOTES: THE DIRECTION TOWARDS 711E H0S7 STRUCTURE AND THE SPANS [N TFLE NEGATIVE COLUMN OF TABLE 1 ARE APPLIED IN THE DIRECTION AWAY FROM THE I(OST STRUCTURE. 1.NON-HVHz: DEFINED AS COUNTY A140 BR(7WARO COUNTY 5.SEPARA710N TO G1A55; DETERMINE SEPARATION FllOF1 GLASS VALUE IN TABLE 2 2. WIND LOADS: DETERMINE WITH THE APPROPRIATE POSITIVE LOAD AND SHUTTER SPAN: ASCE 7. 6.FUR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE LINEAR 3.5PAN: IN TABLE 3, ENTER FROM ASCE 7, THEN MOVE INTERPOLATION TO DETERMINE PANS AIJU SEPARATION OWEROM GLASS, PIE FOR LESS FOR ER L THAN 30 FT. WHERE.: INTERPOLATION IS NOT ALLOWED AtJO TF{E NEXT SHUTTER SPAN (BLADE LENGTH), HIGHER LOAD MUST BE USED. s0\O8-225.01.Fhvo. u:062m0 f -J5r1 f Pm f 1 . 17 1-1 � : sASTM MANDATORY HVHZ COMPLIANCE Wind & Zone 4e A NON-HVHZ ASTM eWind Zane 4-ONLY V " =' E ." O "• G -y O1•`-' co mac+ ., t- "' y .' 31, i! y 5 0 E 42 uE w� LEI �I vV W SHUTTER SPAN SCHEDULE_ ACCORDION SPAN SCHEDULE SHUTTER1ACCORDION - - 4 MINIMUM SHUTTER SEPARATION FROM GLASS C:`MiOi ASCE 7 DESIGN WIND LOAD HVHZ POSITIVE WIND LOAD WITH UNIMATE � lJ HVHZ POSITIVE. WIND LOAD ' WITH ®p e�®y of 3i& 3L tlF n & �T HVHZ- NEGATIVE WIND LOAD ALL COUNTING ONDInoNs DESIGN WIND LOAD, ' fJEGA VE lNNO LCAD.ALL MOUNTING CONDtT:DN3 POSITIVE DESIGN LOAD .. ACTUAL 5!IUITFR SPAN _ HIH. SFhAAATTON FROM GTASSFT)R INSTALLATIONS `-.. 30'-0' ABOVE GAADE MIN, SEPARATION FROM CLASS FOR; HI-LIATIONS > 30'0' ABOVE GRADE W p S T ( '.) L mx+: (FT 1Fl) (WJ (P.S.E) 0.) (Ff - IN) RJ. ( 1 _-_ (IN.)_ IN (P.S.F.) mar, (FF- IN) L max, (FT -IN) l mex. IFT • INj 0 to 54.3 .._.. .... 55 D _ - _. 12-11 .- 3d0 S-0 - 9 3- 30.0 -..-•.?'i!'� .-.-_ 2-1/4 _-..-,1r3.L@.�_._. 1.314 23.9 13-0 l3.0 13-0 60.0 i2-4 13.0 3+374 3-1 r2 29:2 12.5 65.0 11-10 40.0 2-0 3 �3-176 30:0� 12-4 .13.0 12-Li .1.3.0 13.0 70.0 11-5 8.--_?_1L___. .__.1-IJ2�__. 1-314 35.0 .11=10 12.6 . 13-0 75.0 _.__........._._...__-.......__.._.._... 80.0 _ 11.0 30-8 -10-4 18.0 2-114 2-IJ8 7U.0 !2.5 12.1 . 13-0 11-0 3-3/4 2-518 45.0 i1-1 11-8 13-•0. 13-0 •f-IJ•t 44N B'>.0 90.0 _ _ 10-1 N Z' p r 1 V e0 yy p P Cy,J� •"x.' a t L„21o°`x Apr �} K (-"ry $O:D 10.10 31"S ,13-0 . s9.D 5.0 3 1-Ii6; 54.3 IO-7 _ 11-2, ma - 95,0 _ 9-10 8-3 2-114 9-U 2-i/9 2 55.0 30-7 I1•1. 12-11 100.0 9-7 10-0 2-3!8 2-Wa 6D.9. l0-1. 10-11 12i4 1QS,0 9-4 11-0 33J9 3-IJ8 654 _ to-2.. 1a-B 11-1a._ uQ.b 9-1 13-0. 5-118 sa/B no9-11 Ill-6 11.5 115.(I 8-11 fi0A 50 3 1-IJB 75.0 9i9 10d 11-0 ....__ - 120:0 -_-. B-9 . 8-3 2-+/4 13J4 80.0 ' 9a 19-1 TD-a v.0 2a/9 z-1/s 125.0 B-6 to-e z-3/4 2.3l4 05.0 9-6 10-0 - W-4 90.0 9-4 9.10 lOFl 130.0 8-4 12.1 5 5 95,0 .- 9.3 , 9-e 9.10 135,0 8-3 Imo -" sD : 3 1aJeVa 7.0 2-1/4 1-1j2 140.0 -- MI - - 300,0 9-1 9.7 9-7 8-3 1.3 1314 _ 30S.0 f 9.0 99-4 9.4 14s.0 7.8. tD C 1155.. TS, r iai j j i?III! ! } e L ., . .� i I15 4.1/2 I50.0 7-5 130.0 9-1 9.1 90.0 510 _ --'- 3 - -'"--1 lie 115.0 8.0 8-11 8•11 155.0 7-2.. 7.0 2-1/4 1-5/8 120,0 8-8 B-9 B•9 160.0 6-11 8-3 Z Im 2.114 125,0 - - 8-6 84 165.0 6-9 10-1 3:3/4 3-SJB L_ 5-0 _.-. 3 1-1,J4 �._. 1-3j4 z-:tz 9-1 , 3-Sps 3-1Jd� _. _......_ _ _ ......___....._."_ .._._... 5.0 3 t-Irq ........_- 1200 _--- 21J4 -- --_l r9 - 7-U. ... ... .. "' ........ "" 1 BJ 7 �8 ----- I ----- - - ------------- -- -� ---- e:"A ----. . A-.9»_-. -. __.; _._._-• T RE`JER5ING. SYSTEM MAY BE . THE ISIOE , ND.' OUTSIDE OF THE SHUTTER BEING REVERSED. FOR E%Ampu: IT 4S PERMISSIBLE TO MOUNT ON THE INSIDE OF A WOOD OR CONCRETE 85AM J,} WITH THE BACK OF THE SLAT FACING OUTWARD, FOR THIS COaDITION., IN • a' ASTH WIND ZONE 4, USE THE APPROPRIATE POSTITVF. LOADJNEGATPJE LOAD AND SHUTTER SPANS IN THE APPROPRIATE POSITIVE toLDSN`f OF A TAFLE4 -4 >,: + S. ffMIION 70 GL,�95: (TABLE 1 Dr 4) IS NOT REQUIRED IN WIND Zyft S1 THRU 3 (11441) MPH WIND SPEED OR LESS). SEPARATION FROM GLCSSTi}BLE., 415 REQUIRED FUR WIND ZONE 4 ENTER TABLE 4 WITH THE DESIGN (POSITIVE L141 MPH OAD AN REAb CRLSSED1(]S` � ! 111E SEPARATION FROM GLASS VALUE 1N COLUMNS t OR 2 (WHICHEVEI! 1; • • APPROPRIATE), &FOR DESIGN WIND LOADS BETWEEN TABULATED VALUE$, USE THE NW HIGHER LOAD OR USE LINEAR INTERPOLATION TO DETERMINE ALLOWABLE SHUTTER SP:JL 175.0 140.0 .__� 7 u 160.0 64 145.0 ".. 7 8 - n_ 185.0 6-0 19Q.0 5.10 7-2 195.0 5.8 6-11 165,0 -•----- 170,0 ----•-- -" - .----.-----.---•-.--•-- 6-fi 200.0 .......-...".__..._............. WIND 5-6 ZONE 4 - t i, Lan qy '. RL'tt 0 ; J - T. A„2r h: • "- - - .. =y 5EP_-00 2010 .,� 175.0 -- - - - -' 6.4 lB0.0 - 185.0 ' .....".__".. 190.0 -- 195:0 - - "..... - - - - 6-2 6 0 ....._._....._. 5-30 5-8 ALL. LOCATIONS OTHER FLORIDA. POSITIVE AND NEGATR'E NEGATIVE WIND LOAD ACROSS TO SELECT � -� THAN bIWMFDACE WIND LOADS FROM ONLY, DETERMINED THE ALLOWABLE 200A 5-6 Pmj0st8\MiDBparafe CAD\V)Khezevir.H\C.AD2008�Town_nnA_CaunhVl0B-22S1R2 , F11!g5�]5R008 ^ � < V 9-225 shRBT 1 Ct l2 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 1N 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 15IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC)REQUIREMENTS, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVWZ). THIS SYSTEM FLEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN AS51 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 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 61GIS-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. 10,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 EISSS, 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 EDITS AND WASHERS (EXCLUDING INSTALIATION) SHALL BE STAINLESS STEEL. WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4'" 2 OR 3/16"N 5052 ALUM. ALLOY. 15.Ai.I. SHUTTERS SHALT. 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 MAYBE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. IS. THE ACCORDION SHUTTERS MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF SHATTER BEING REVERSED. FOR EXAMPLE: IT 1S 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 FORMA CURVE WITH A MIN. RADIUS OF 10", 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. VARIES — NO LIMIT jj - Cw w �F �o L_ 1- .. = Ld N ro � F- LiJ W N LOCKING TYPICAL PLAN VIEWS TYPICAL. ACCORDION SHUTTER ELEVATION N.T.S. TRACK BOTTOM TRACK U E L'7 ry'r 08-225 2.792" 1 ,068" 143 143'7t 1�.195 F.143 971" /1 \ HEAVY 2=LEG WALL (� LITE 2-LEG WALL %5 HEAVY HEADER/SILL LITE HEADER/SILL �./ SCALE: HALF SIZE SCALE! HALF SIZE. v SCALE: HALF SIZE. SCALE: HALF SIZ.F. vv1ILI\L- JI1Vvv"4-)umL"vv uu-,SES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 1.825' : • � a ni � ;621', �'� 831' .L r .250^ .8-4 TYP. 3.635^�__L230_. 2.300" 4.S10" 1995, 2.195' USILL Og SILL ADAPTER SCALE: HALF SIZE (q� EXTENDED. SILL SCALE: HALF SIZE ��----�i SCALE, HALF SIZE 4.fiO3" 30.225° 4 060 .140„ .314" .258" .043'%� 325' 030R 297" j .,150R- 13 7�Y fi.8 SIJ+T/�3i..ADE TRtT A[ R C`A`LCtHALF SI7"E--- S ALE: HALF SIY ,130' Y4.510" 227'• I 54 _ 1g 6.8 STACK/CONECTOR SLAT/BLADE SCALE: HALF SIZE 74 CEILING HEADER/SILL SCALE: HALF SIZE x ;r i �., �..........1 0 2. 5' 2.365' .460' • li9t �� � �A95' poz- MT TYP ; al n 1,060'. t�•-:_::::11`1 �r. T -2.195' .k 4,510'-# Ip EXTENDED SILL ADAPTOR (j)MID SILL 12 1y11D SILL ADAPTOR SCALE: HALF SIZE �- SCAL.E! HALF SIZE / SCALE.: HALF SIZE .143' INI d 0.090' v 2.822' F 16 RADIUS CEILING HEADER/SILL i4 SCALE, HALF SIZ-c mcam+ .420' IS 1NALL.SILL CLIP SCALES HALF SIZE 1.570' .51a' •it .060- . •� 1,.. i Bob'HALL SILL: "I' I: , `i.08U' SCALE•— . HA(.� 5(�ZF ,, ��+I,IC l5; Z008 08-225 .125' tU 19 P1.GiE C AS�'L E'�F SIZE f-.3750 2.018' tl1D-2t. THUMB I —I SCREW-- y Z 2- N m 062' d 20 RECESS SILL FOR USE WITH SCALE: HALF SIZE @ AND, ® ONLY 21 SLIDE ROD SCALE: HALF SIZE ls7s•• �o VARIES II I J WHERE LOCK PINS ARE USED,. THEY ARE ENGAGED IN. THE STACKED POSITION & AREN'T REO'D IN THE CLOSED POSITION. 26 OPTIONAL ALUMINUM OR PVC LOCK PIN FOR 29A+29B SCALE: HALF SIZE 1.110' - .443'{---{.443 1.084' 0 N 1.066� 3.443' gb 2003 6.8 CENTER MATE SCALE: HALF SIZE .623' fn e,61 .239,.496' �U (MATE LUG I;,.� r'�iE�HALF15(2E 5,500' x 13/16' WIDCD E .188' TYP 0EELTTA Alpp EL 20222 SECTION A N4i)I1S,no . 5YS ISMS 35 BOX LOCK SCALE: HALF S1ZE 357' .276' mE jw. 137' 26BOX CENTER INSERT SCALE: HALF SIZE e36, I 31 MALE BOX CENTER SCALE- HALF SIZE STAINLESS STEEL ASSEMBLY .3200 HOLE 050'• NYLON WHEEL 1,100" .240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP, 22 OL^LER ASSEMBL' 'LTEXHFsj!F151Z R oo S. c 4) 2:250' ci N 2.7sD• 2i RAINGUARD SCALE: HALF S17.E 32 FEMALE BOX CENTER SCALE: HALF SIZE 19501, 0 m N p N v Tap LA 0 750" •- BTO" CYLINDER -SOLID BRASS, NICKEL PLATED HO'USIN-ZIN(DICASI POWDER COATED NOTE: MAY BE KEY OPERATED, OUTSIDE OR TMUHB TURN OPERATED INSIDE PNYLON WASHER OR ALUMINUM SUSHING (NYLON BUSHING OPTIONAL)14 x 2-3/4" 410 HT S.S. CREW W/ C ULTRACOTE COATING YP TOP 8 BOTTOM) WASHER; 1/16 4 x 1/7" @ INTERIOR JOINT 'TOP 'NTERIOR JOINT BOTTOM EIT14E CAN4IOEfUS=b ON:EXTERIOR 2h: bUS lrJ' ASSEh (.ti �I S,LZ� 23 RAS5 °USN MwuK AMM H It-. fu='. 4,000 G00' co w :Y .224' -, 2,000' 2g DECORATIVE FLOOR TRACK SCALE: HALF SIZE. 33 OUTSIDE CENTER MATE SCALE: HALF SIZE S ff EL NU rtINLE551 1 HEAD STYLE VARIES 30 — 38 THUMB SCREW SCALE: FULL SIZE •250'1-t 1 4-20x1 OR 5/16-18xl. M CHINE SCREW STAINLESS 5 / 16"0 INTERNAL THREAD STEEL POWDER COATED. ZINC ore -CAST ,37 T-SCREW INSERT SCALE: FULL SIZE ro 36 (OPTIONAL) 7.OUO' SCALE: HALF SIZE CD 2X7 ANGLE SCALE: HALF SIZE 1.u0' 1.048' 01443 } —{.443 tom, I I ".56B' to 3.444' gG OLD 6.8 CENTER MATE SCALE: HALF SIZE 3h IPISIDE._CENTER .MATE SCALE: HALF 512E END SjElp_ 2" & 3" EXT" 125' SCALE: HALF 512E L{u... F- FASTENER C., 18" D.C. (USE ANY ANCHOR SHOWN EXISTING GLA IN ANCHOR SCHEDULE). i7� Sao _A� (INSIDE -BACK) Or L A AL USE (1). BRASS PUSH LOCK OR (1) 5/16-18 THUMB SCREW 0 IrHPI ASDEO INSERT 37 A IR All TO 2/3 AN r BOTTOM OF -SHUTTER MIN. FOR I:0NrRElE .QCK AND 3/4" MlIc EXISTING GLASS VOOD siL .7 (INSIDE) --M A. 0.093` rRICK 6063-T6 /lVb ("El- LIM. ANGLE I" x V MIN 0 2" x 5" MAX. (ANGLE LEG 3 SAY BE REVERSED)- .......... .. ........t. 13 21 6.80"fTY.,P.J... To 81 1/4-20 THUMBSCREW 114 OR S.S. Sms 3/16"16 ALLIM BOTTOM INTO CENTERMATES I/B (OUTSIDE) (OUTSIDE -FRONT) -20�,l THUMBSCREW INTO POP RIVET. im 1/4-20 TO 2/3 SHUTTER SPAN THREADED HOLE, LOCATEDIIT(116:1) MACHINE BOLT NUT 113 SPAN TO 2/3 SPAN FROM D.C. MULTIPLE SHUTTER ASSEMBLY L TYPICAL PLAN Ew BOTTOM or SHUTTER FOR BLADES SCALE: 3" V-0- THUMBS W SCALE: 3 -0" :9 a, USE I WL ON BLADES > 6*-3,', ONE @ 1/� SPAN AN A140 ONE AT 2/3 SPAN FROM EIOTTCH• LOCKING DETAILS FOR OF BLADE, TYPICAL. FOR LOCKING CENTER MATES RANDOM 0 SHUTTERS. A BRASS PUSH LnCKSHOWN ON MAY BE SUBSTITUTED DETAILS 7 SEE EIR) STRIP SCHEDULE FOR MAX. SPAR WHEN USING toa, 40b OR Ot END SIRII SCHEDULE .. .Z�, ........... ......... u:511: ....... ...... lausE ApPRoprHATE . ... .... . ...... 113/0 Q.71 .1 ,�`STARTER STRIP TO 22 "'PROMW E CSURE FOR 0,21LDINC CONDIROMS. .... ....... . ...... . ... 3 NSIDE) N FASTEN STARTER . 72 STRIP TO TRACK W/ . . ..... 26 82 2114410x1 SCREWS 6 AT CORNER. E__ 2�_ ALTERNATE TRIP DET.AiL i2 - ANY TRACK W/SCREW __ I —ij _ 80.6 SCALEr 3" = V-O IHMI S.01,114 ju FOR GREATER spnNs. BOSSES, T-%6LEA60 EHCI STRIPS OR CADE TRIPSPE1 IRE 1-1- C90' F A CU WIA 5R!2 A141RE SPAN tJS!!,a A�ANCHOR 014 THE A?KHDR SILL s'IiFpI3LE & 1111.31c- 1W eo,.y I. z EXISTING GLASS .... . ........ .................... . ....... ........... . ..... . ................ .... LOCK -(30) R " * -- --- (INSIDE) V3 U DE) USE BRASS Sp P QSREQY'19'5,�SIIS� T HUMS wN INSERT I g . ltII R E�A El,! P L SCREW In R IT 1 5 / I sTHUMB D THREADED N INSERT 7 AT 1/3 SPAN A k-0 2 TO 2/3 SP N mom ;3 SILL BOTTOM OF SHUTTER 14 TO 711.!, ��PA I: 0 N FROM (n"TQInI7� BOTTOM F SHUTTER on f TYPICAL OUTSIDE CORNER CLOSURE (Ccl DETAILS WO/CORNER POST - — - - - — - NTS -V@ SILL OTYPICAL INSIDE CORNER CLOSU CC2 K DETAILS WO/CORNER POST L v NTS 2 ER A U Z3 U4.6 of > PVC Yi z a .6. 40 u CCU ....... . ............ 13 23'T (OUTSIDE) USE (ILBOX LOCK AT 1/3i. -s- o . A7. ...... SPAN TO 2/3 SPAN FROM SEP 06 2010,. BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE! 3 = V-O" 08-225 A— 2 FASTENERS EACH ANGLE.— 1" x 2." x 1/B" OR 2", x 2" x 1/8" ALUM. ANGLE — THREE 3/16"o ALUM,. POP RIVETS -OR THREE 9125MS. TYP. TABLE A Icr3� - --- PRESSURE VS ALLOWABLE LENGTH _. PSF �Foej68" 3Mo @p8 92 8'•5" 11'•11" 102 120. 7--9^ lo•-u^ t50 7•-T iV-2• 3/16 RIVET OR H12 SMS Ed is" O.C. OR 1/4-2q, NUT & BOLT ITYP.), ALUM. TUBE 6063-T6 ALLOY SEE TABLE B FOR SIZE. 1" x 2" x .093" 6063- r6 - ALUM. ANGLE, TYP. E C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SP.ACIIJG / r ^ C1 CUtdFIE61ION TYPE REFERENCE ANCFIOR \ SCHEDULE FOR MAX,. .._,�..._.__ SPACIN o 1 ALTERNATE THRU BOLT .. , Cl CONNECTION 'TYPE .-EFf.RF..NCf.. ANCHOR SCTIEUULE FOR MAX SPACING CLASS �=3/16"to ALUM. POP ` i+;j�__-- --� I �\�� - OR DOOR—P <7r,E RIVET OR U12 SMS I I v Col 18" O.C. ITYP.) f Il_. SE MALE OR E LOCK -SLAT) w ALTERNATE THRU BOLTC2 CONNECTION TYPE YPICAL CORNER CLOSURE DETAlL. S REFERENCE ANCHOR C1 CONNECTION TYPE REFERENCE ANCHOR PITS - SCHEDULE FOR MAX, SCHEDULE FOR MAX. SIZE: TABLE B {Ge4) PRESSURE VS ALLOWAO!:E LENGTH PSF 2"x2'k11jj6" WITH 0)0 3"x3"x1'8" WTFIi 41% 62 B'•3' 12W". 72 82 °2 102 120 160 6-2" 200 s- 61" -=3/16"0 ALUM. POP \ RIVET OR 1112 SMS RI 18" O.C. IT YP.) 2 FASTENERS EACH ANGLE THREE 3/16"0 ALUM. o POP. RIVETS OR 7j 'THREE 412 SMS, TYP. 0 0 - 1' x 2" x 1/8" OR2"x2"x1/8" - / ALUM, ANGLE USE MALE OR FEMALE LOCK -SLAT) CC4 TYPICAL CORNER CLOSURE DETAILS N TS SPACING E KISJINQ CONCRETE, - BLOCK OR WOOD FRAMING -- 1-712" MIN. FOR CONCRETE OU FOUR LACK AND 3/4" MIIJ, t /-FASTENER @ 18" O.C. / (USE ANY ANCHOR SHO wN^ I 114 ANCHOR SCHEDULE). I -2" x 2" 7. .090" 6063-T6 ALUM, TUBE TYP. € E' igW�d Gqf -2" x S" x 'i/8" x. CONTINUOUS-"� "ALUMINUM, ANGLE OPTIONAL' ANGLE-.. -: INSI ORIENTATION TYP, - 012 x 1/2" GALVANIZED � (OUTSIDE) OR S.S. SMS, 3/16"N ALUM.. POP RIVET, OR 1/4-20 MACHINE BOLT & NOT SIDE CLOSUP,E OPTIONS p iv O.C.SCALE: 3" - I106/2010 1:25:36 PI -I, 11 x 17, 19, w ,.MIOlsRamte,i,m TURE FOR AS..TM Y6nd Zone d SEE TABLE TO GLASS 1/4-20 MACHINE DOLT W/NUT I? 12" O.C. OR #I-' SMS L6) 6" O.C. (TYP. TOP & BOTTOMI Zw. n = K = N = /t3 ~v��o �`az=z �m I K 21 qm i Z,-Fa I- � 7 ¢ tj t vj. GUIDE TO BUSHING WASHER t7YP,) 10 ANGLE " TUBE CONNECTION' _ T'x 2"x,125" 6063-T6 ALUM, TUBE —C2 CONNNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cb ALTERNATE BUILD OUT MOUNT SECTION SCAI_Ee•3"= V- 0" 08-225, sheet 6 0112. z HthtRENCE ANCHOR EXISTING V LJ ! ❑❑ SCHEDULE FOR MAX. STRUCTURE t i GLASS OD fl SPACING OR DOOR FOR 45 w m = m f, OR FOR 95L - Cl CONNECTION TYPE 5" MAX. 1/4-20 MACHINE BOLT I x1ldm 4 ru`v'>w y}inyi Wig, }, luw�-gym REFERENCE. ANCHOR :I O W/NUT'0112"0C. OR a = N )_ w D D SCHEDULE FOR MAX: 19 n SEE TABLE/ =1uQ gym= SEE'ftpLE4 I-N2wo SPACING - OIL SMS, 6"O. D.C. a! g FOR 13 T =J2" ITYP. TOP & BOTTOM) W a & F(NL ILHiZ 13 M Iu 2 Q > x I/4"-20 THRV DOLT W/ SEE TAEIE 2 X H t^ ~ = SEE TABLE 2 N I- w w J' B I FOR PIN. Z �: FI LOCK NVT @ 12" O.C. OR TOR NPL ¢ ,t u Q p Z N 12 x V 2" SMS @ 12" D.C. SEPARATION •< i o m -- • " < ' p12 x 112" SMS LM 12" O.C. E.S. W LZASSEPARATIS F h z OR 3/16"m ALUM. POP TO GLASS a �'� a a r- - t►t �' O OR 3/16"m ALUM POP zF '-- RIVETS (aY 6" O.C. OR 1!4••y, E ❑ate wl N I, +OR`..V�y v •,aj RIVETS @ b" O.C. E.S. •�wi2 ALUM, POP RIVETS (u1 11." O.C. w D �4j OR t6 OR @4"0 ALUM, POP RIVETS / o N 11 AND 02 \ .�. _ a w . - 'v _ _.__._ @ 12" V.C. E.S. / 1/4" hIAX, FROM PIN AS 1/4" MAX. FROM PIN FCR O9 AND IO _ GUIDE TO BUSHING V2" -'� V2" TYP. GUIDE TO BI SUNG 5 d 2me 4 13 !-r^=Do '. •s Ir � ASSEFI9LY-'--- ,WASHER (TYP.) t] N _ I, WASHER ITYP,1 OR 'If ; iA3 E 1 I,, & fill YIP � ? _ _ 1/2" TYP. EXISTING CONCRETE, m i - I GLASS SEE TAKE 2 r: z v., = ��'C• ZI o n BLOCK (7R W000 FRAMING w' 4 CONNECTION TYPE OR DOOR FOR RIII. --'' —M_ m �~"- ❑ y b `! °s?; .EDGE/! REFERENCE ANCHOR SEPARA110;1 X Z D z m u, -- -'- - --C3 CONNECTION TYPE DISi SCHEDULE FOR FLAX. _ To CYAiS E p 4 r¢. 1�-{'0r�,) �I / EDGE REFERENCE ANCHOR SPACING AS SHOWN u'A SCHEDULE FOR MAX. � 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) SPACING AS SHOWN REFERENCE ANCHOR / LC3 CONNECTION TYPE 114 DIAGRAM ON PG, 10) SCHEDULE FOR MAX, REFERENCE ANCHOR SPACING. ALT. FASTENER N �� O 5 6 OR ---ems EXISTING CONCRETE, LOCATIONJ. FRONT AND Iu ❑ SCHEDULE, FOR MAX. 'FI - \ SPACING. ALT. FASTENER 9LOCK OR WOOD FRAMING BACK ANCHORS NOT RF. q'D -_ _ 14 OR iG _ 1/4" MAX. FROM PIN / $P�J LOCATION. FRON"T AND WITH THIS I_VCA'FION .2" \ CI CONNECTION TYPE GUIDE TO B SHING 1/L" MAX. FROM BACK ANCHORS NOT REO'D �� INSIDE MOUNT SECTION REFERENCE ANCHOR 24 1•/ASHER (T YF.) E i plFl GU!OE TO WITH THIS LOCATION B SCHEDULE FOR MA, 19 - SCALE : 3"= 1'- U" SPA CIN6 BUSHING WASHER A INSIDE MOUNT SECTION T-C2 CONNECTION TYPE ,/ REFERENCE ANCIAOR Ii } (TYP.I SCALE : 3 1 - 0" Y EX SCHEDULE. FOR MAX. / BLOCK OIR WOOD FRAMING EMBED. SPACING W �„: u. /CD BUILD OUT MOUNT' SECTION ' �- TYP. 007TOM. EXISTING CONCRETE, SCALE: 3"= V- 0" _ C���A T7 BLOCK. OR WOOD FRAMING Z Q d EXISTING CONCRETE, _ BLOCK OR WO FRAMING 7EUGE 6IS1 � � EXISTING i EMBED. ---C1 CONNECTION TYPE REFERENCEANCHORCONNECTION Et^.BED. STT �1CT�URE p 3 ,� REFERENCE ANCHOR a 2'�El7,NEGTIOF•IWTiYP u r r '. SCHEDULE FOR MAX. R _ F - REFE ENCE"ANCHOR u SCHEDULE FOR MAX. W SPACING SCHEDULE FOR MAX. SPACING AS SN PG, - 6. . SPACING G - IN DIAGRAM ON PG, 91 14 76 , c 3 4 a h1 r %_.._• _ GLASS FOfiIf w� i-�m w._. u - = OR DOOR HSad Zane d t- I D D Cc wo N 1/2' w - 012 x 1/2" SMS @ 12" SEE TABLE 4 13 D W w a tx m 04Ig1 ! ? I I CC D.C. OR 3/16' m ALVM, z u FOR t I- w D D SEE TABLE 2 In w Pam]!! �., FOR A914. FNp POP RIVETS 5"O.C: FI LGN Lo>m m w o OR 1/4"0 ALUM, FOP SEPARATION) k j GLASS OR SEE IABI Y F = 2 91 !?I Q° a' CH7UR_....._.. z u I I I I GLASS (I SEEg"�'-} 13 X _ _'- RIVET$ a 12" O.C. TO CLASS - D a I- I, 1 0, 0 u, w . OR DOOR— SEE TABLE 4_ ,A F 2 v w r c u N I SEE TABLE 2 • w- J k FOR 4{ ' z O z m --�•�' u FEN 4!Y. Q w �..z[ 4 III 3 I i I 1/4-20 S.S. MACHINE - (q�yp�j, 2 Q j rc ¢ Q Q AND O8 - . ARARL41 S -� d i ! ! i m a 1- 1/4" MAX- FROM PIN TO CLASS w i SCREW & NUT @ SEPARATION S u m ASSEMBLY I 1/2" E: TO __ BUSHING -. 12" OX. _ _ v 1/2•• WAS R 9l.'SHIMG n ¢ w • I I, TYP. WASHER I'F YP.1 X 114" MAX. FROM PIN'W4" MAX^FROM Plt•1- Q GUIDE TO BUSHING CONNECTION TYPE __ 1J2"1 1�, GUIDE TD BUSHING L -- - _S 6 m WASHER CTYP.1 % / EDGE REFERENCE ANCHOR i `L'J�R`� WASHER (TYP,) EXISTING CONCRETE, DIST. SCHEDULE. FOR MAX. y ni E e� •a , BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN-7lWONtlEf?IIG+N11T.aFE. • !,I.}Jai b OR FRAMING BLOCK OR WOOD FR Ah1RJG J 4 CONNECTION TYPE IN DIAGRAM ON PG. 101 REFERENCE ANCHOR i / REFERENCE ANCHOR SCHEDULE FOR MAX 3" x 3" x 1/0" CON T. 3 CONNECTION TYPE N12 x i/1" SMS La 12 / SCHEDULE FOR MAX. SPACING 6063-T6 ALUM. ANGLE - / REFERENCE ANCHOR D.C. OR 3/15'•m AI.UFI, SPACING, ALT. FASTENER EXISTING CONCRETE, �, J (MAY BE REVERSED r SCIEDULE FOR MAX. POP RIVETS (nl 6" O.C. L.00ATJOhJ. FRONT AND _ .,,,N. • . BACK ANCHORS NOT P.EV'D P.IVCK OR WOOD FRAMING 7y AS SHOWN DASHED)----.._. _.___._:_._/ SPACING OR I/L"O ALUM. POp �, RIVETS WITH THIS LOCATION SEP 06 2010.,i @ 12" O.C. OF CEILING tip S3 I Do WALL MOUNT SECTION V CEILING / INSIDE MOUNT SECTION ,/ evl/ SCALE : 3"= 1'- 0" SCALE : 3"= 1'- 0" _f?LL1i131,11L1) CUtT SCALE , 3 1'- 0" 08-225 LMiOi_PrnJestt\MIOISRaratr CAD\VJKnerevlrhlCAD2008 Twrn nnA Covn ShK_T 7 CL 12 \ _ _ try\OR-225\R2-mb\OB-225-07.chvg, 9; 062010 1:25;4) PM, 11 x l2, 1:1, vnxa.L4iDLswlatrmm FOR ASIM W GLASS DOOR — SEE TABLE 4 ,_ & Fort IpAuOR W. o D "- 0:.STRUC EXISTING TU 11 AM .. SEPARATION 13 ¢ a _ A53 �u u w } �,, o 1/4"0 ALL POINTS C 1- ' a' �^ m N a SOLID SET ANCHORS 1 S o WITH 7/8" MIN 0W (L X N aSK }a->_ CZ u 9CONCRETE EMBEDMENT IN OR I I _ t7 F � ? O N Q r_ 1111 - MAX. FROM PIN GUIDE _ TO BUSHING WASHER ITYP.) I TW01/4"rb WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2" TINRE ADED PENETRATION ' T" INTO CENTER OF STUDS TRUSSES EMB. "T' t14 SMS @ MIOSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" PLYWOOD & TUBE CONNECTION STUCCO FINISH 4T6 .125" 6063Y 3" MIN. --J ED. DIST. GLASS OR DOOR 3" MIN. ED. DIST. - LUM. U THIS DETAIL MAY BE POINTS S ALL ALSO BE USED POINTS SOLIDS AT TOP THIS DETAIL TO BE USED WHEN STUD SPACING SET 7,8,HO RS EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. WITH 7i 8" MIN. — EMDEDMENTIN O WALL MOUNT. SECTION corlcr,EB` DK SCALE : 3-= 1'- 0" EXISTING STRUCTURE I'm 691M Wald 7m A SEE TABLE 4 & FOR MI SEE TABLE 2 FOR Ila SEPARAPON TO GLASS 14 16 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASE ON TYPE OF STRUCTURE / 1 PASS THRU DETAIL J SCALE 13"= 1'- 0" r- o F- I 13 = in N " JC Z a a S M 1/4" MAX. FROM PIN GUIDE jj TO BUSHING WASHER tTYP•) . 171/4" TILE ITYPJ FItJISH MhTER!AC y' 3/4" PLYWOOD -- 1/4-0 A325 GRADE THRU BOLT La 8" O.C. OR S/16"O A325 GRADE THRU BOLT @ 12" O.C. GALV. OR S.S. 1/4"4 ELCO ULTRACON TO CONCRETE/CMU 6" O.C. W/1-1/t." MIN. EMB, OR 1/4"0 LAG SCREW.0 9" O.C. W/1-7/8" MIN. EMB. IN WOOD SG=0.42. TO O.SS. _ 2" x S" x 1/B" CONT. ALUM. ANGLE (6063-T6) (MAX. DESIGN LOAD t 72 P.S.F.) -ALT. LEG DIRECTION SEE BEAM SCHED. & NOTE J1, THIS PAGE FOR ANGLE SIZE & ANCHORS 1/4-70 MACHINE BOLT W/NUT REDIDSMS @ 12" O.0 OR 1114 x 3/4" 6" U.C. ALUM. BE AM.ISEE BEAM -""" SCHEDULE THIS PAGE FUR BEAM DESCRIPTION S HOLE/ 2. MAX.. HORIZONTAL SPANS) 6�v3 S1 of 41bn.I<9. 13k AI _ w a .- aASS Mw} w w }- _ 1/4"0 THRU BOLTS = eJ') p Z * USE 2XX(1/4 OR 2X5X1/4 ANGLES FOR ZX5 & 2X6 BEAMS SEE BEAM^1F O USE 2XSX1/4 ANGLES FOR 2XB h 2XIO BEAMS SCHEDULE FOR , F REQUIREO NUMBER t BEAM SCHEDULE NOTES, F El ME / _ SIHEUULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4-20 MADIINE BOLT W/ JJALT. FOR ORS jE -NUT @ 12" O.0 OR N14 x 3/4" SMS r 6" O.C. N ACCESS BOLE EMBED. MAX. DESIGN LOAD e a T2 Psf, OBEAM SPAN SECTION SCALE : 3"= 1'- 0" EXISTING WOOD TRUSS OR RAF"PER "1/2' 3" 1/2" @ 24" FIAY,. O.C. EXISTING FINISH _ - MATERIAL * BOX BEAM SCHEDULE OCX BEyM S}IUiRR SPAN 1[N BEAM 00T, OEAM T OCI.1 �{ FA.' `t INt�R 0 ttMM t1p�� 9 Y x S- S'-0" 9'-0" 9'-b" 2 O.12S'7_7" 7' 5" 2 2_" 1'� x6"S'_0' 9'-S" 1i'-1::' 2 2220.12S" 0'-0" 0'-6" 9'-6' 2 2 3 1-10" S'-6" 2 2. 3 3 "" r 0" S'-0" 10'-1" 14'-3' 2 2 . 2 3- 9" 9" O.t28" 8'-0- 9'-0` 11'-I0" 2 2 3 4 . 9'. 12" •_ " 0'-5- 10'_ " y 1 '- 9'- - 1y •_t0' 4 Ji. USE BEAM SC1tEDULE FOR DETAIL J . ..32. TOP & BOTTOM BEANS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. J3 LAP BEAMS ARE NOT ALLOWED. 74 ALL BEAMS & ANGLES TO 13E 6063-T6 ALLOY, 1 11 x 4" x 1/8" 6063-T6 it I ❑ ALUM. TUBE WJ THREE r iI +i" I V I '0 WOOD LAG li�li 'I . . H 'cu PENET. "T" IN WOOD @ EACH RAFTER OF TRUSS 24" OX, MAX. WHERE b TUBE EXTENDS BEYOND/J LAST TRUSS MORE. THAI 8". EXTEND TUBE TO NEXT TRUSS. 1/ 4-20 S.S. MACHINE SCREW @ 24" O.C. IN.BETWEEN TRUSSES WITH 1/2"0 ACCESS BOLE ON BACKSIDE OF TUBE OR H14 SMS @ 24" O.C. MAX. IN BETWEEN (MAX. DESIGN LOAD x 72 P.S.C",) x 17, L:L, vAv1a.M10�5n0)aw_.m I i \ / 11 2" x 4" x 14' 6063-TG w rt1 ALUM. ANGLE W/ THREE w r-w>� 1/4"2 WOOD LAG 1-M12op 13 SCREWS WITH 2-3/4" MINIMUM THREADED =="I=.• PENETR. "T- IN WOOD L7 -I La EACH RAFTER OF TRUSS. 24^O.C: MAX. WHERE QZM2a] O a F ANGLE EXTENDS BEYOND E a LAST TRUSS MORE THAN a 6". EXTEND ANGLE TO '- NEXT TRUSS. TRUSS MOUNT SECTION SCALE . 3"= 1'- 0" w a ;1. ?n A79 OSE. GLASS OR Z DODR Q 0 SEE IAEE 44 F w SEE TAI —BEET 'x FOR 4I11 M J W n. > SEETA SEPARARON TO X LHWa00 W m tt , SEPATtI 10 13 ~ Z z � 20 I N C —1/4">a TA 24" 1-11 1-1/4' MIN. / EMBED. / /E EXISTING CONCRETE \ OR BLOCK ONLY. WOOD \ FRAMING & WOOD ANCHORS JOT ACCEPTABLE DIST. \ M RECESS SILL DETAIL \ SCALE :.3"'= 1'- 0" \ 1/1 " MAX. FROM PIN GUIDE TO 4 BUSHING WASHER (TYP.1 I / � d � 7YP. BOTTOM ` L-APPROVED MOUNTING -, 7"B CONDITION. MIN. OF TWO PER PtECE APPROVED PCNCSRASPACING TWOASTHRMPINKUUMT OF P� TIP. SECTION FOR SHUTTERS SCALE: 3- = 1'-0" .250— C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE OR ^,n EXISTING STRUCTURE CJWALL MOUNT SILL DETAIL EXISTING PIN1so SCALE : 3"= 1'- 0" MATERIAL R©CUT IN 4"INTERVALS 0 FOR" U E (SEE DETAIL P7 P? FOR ADDITIONAL IMFOI. TYP, 1'OP 8 BOl"TOM. — FASTENER P EACH 4" CUT SEE ANCHOR SCHEDULE BASED ON C4 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE MOUNTING MIN. OF TWO PER "' PIECE no uvcn� rcn OP2 TV. ALTERNATE SECTION FOR SHUTTERS SCALE: 3" = 1'-0* x 2" I I I If,•' Mltl. RADIUS HEADER MOUNTED PARTIAL ELEVATION SCALE: 3' = 1'-0' G / 'bj'^--' W1 ..70.NAC" OF BOLT URr..� t L W/ NUT (el 2" O.C. Y9 CUT AT INTERVALS T IG FINISH ORM CURVE ISEE DETAIL PI�'� I IAL -C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER (cJ EACH 4" PIECE �p CURVED TRACT: SECTION DETAIL SCALE: 3"= )'- 0" P2 f 08-225 snm t 9 d 12 'ISM C - >,i 'H A 3SMU3HL0 'ISM 'NOOdVl Z'C••x.l 3L-sUGH00 Mil UOJ 'ISM S C-'-d aMN03 'NOOVNLIO 0313 VOJ 'ISM STT—J 3L3V3NO3 -XTU 31363 0313 0.91/9 U0J '6 63f1SVM NO ION thu's 3NWOYW ONAoy3d AO 316VA0611 3UV HnPA S14HONV S31VI,0MQ , dyKy SBA 310V1d3JOr lAN 34V Non,% SNOLLIONOO UOIQNv S3LVN063G •, Ary� f ' 3Sr,� ... tie s. 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MAXIMUM FASTENE0.5PACING (INC{If5) REQUIRED FOR VARIOUS bESIGN LOADS AtiD SPAN§ LDAD MIN.3J4"EDGE DISTANCE (VI) SPANS OF TO SPANS UP TO SPANS UP TO ANCHOR TYPE&MINIMUM REQUIREMENTS P.S.F. MAX• (SEE 6'-D" _ (SEE NOTE 1) CONNEQIQN TYRE - A' -A" _ (SEE NOTE 1)_ COMIC-CTIOtI TYPE 13'•0'• (SEE NOTE 1J CGNRECTIUN TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) _ 1) cLatac4csaaGc4cscla�e3c4cs 4B0 16 lE 12 la 16 16 1f 8 10 11 16 15 5 6 7 !14'�. \YODD L1G'r5'ITH 1-3'4" 11N, THREAU PENETRA71(SN PARALLEL OR PERP. IO WOODGRAIN S.S. OR GALV. FINISHEU I6 1fi 9 Il l2 16 16 u 7 8 15 13 d i 5 T2 G I6 16 ---' B 9 It 15 — 16 i 6 7 Ib 9 3 4 S 110.0 ]6 1G 5 6 7 16 — 9 3 4 -- S — l6 6 - 3 — 3 — -0 2C0.0 16 6 3 3 4 f5 6 3 3 4 ib b 3 ? 4 G2.0 13 13 9 9 / 6 3 i116'aW00DBUSHINGSNTH 7 72.0 1l 11 - ✓ 7 7 S / ANCHOR SCHEDULE FOR WOOD SG=0.42M1N. MAXIMUM FASTENER SPACING (INCHES) REQUIRE() FOR VARIOUS DESIGN LOADS AND SPANS LOAD _ MIN, 3/4" EDGE DISTANCE (Y✓) SPAIgS UP TO SPANS UP TO SPANS UP TO ANCHOR TYPE & MINI14UN P.S.F. b'-0' 0'-A" REQUIREMENTS MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTIC7q TYPE CONNECTION TYPE (SEE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) i) Cl C2 O C4 C5 Cl a C3 Cl C5 Cl a C3 C4 CS 48.0 16116 5 111113 15 16 5 � 8 9 16 15 4 5 6 - 62:0 16 !6 7 9 10 15 i6 S 6 7 IS 9 3 4 4 1JS"x WOOD LAG WIIH l-3J4' MiN. 72.0 -- Ib — 16 6 7 9 16 16 d 5 fi 13 6 3 9 THREAD PENETRATION PARALLEL GR .PRP. TO 1(0.0 16 16 — q — i -- 6 12 6 ✓ 3 4 10 4 3 3� WDCO GRAIN OR GALV. PINCHED. _C00 �' 10 4✓ 3 3 ID 9 3 3 10 4 3 3 F}}t}y4t4ttI+4'r4ttlt�y 48.0 16 I6 @ 10 17 15 15 5 7 9 13 13 3 4: 6 114°z (AI4 F•B OR 175 032' ,I96' 4S° (INTERIOR) /1LAG LN•YIEWWINDOW SCALE: HALF SIZE ,161"f.{ . DETAIL B 1 .145 :345.1 go Aqfxm SmLy i (EXTERIOR) L--A-9 J /,BLADE WITH ROUND WINDOW �JUE: 3' =1'•0' 161' .093'...._.r 01 +-- (-.I18"DIA: i • 1 (EXT.) (INT.) AND SANY uPRw� CIX NEC ON�� OUND OR IEICJT.GLIIA,R 46LY, OmTHERTfRADE /l IQ r BELTIIt � IRLY BLADE WITH RECTANGULAR WINDOW SCALE:3' = a_ �'.._.. ANY' APPRO`ED .___APPROVED �BR CENTER MATES / \SECTION i _ 42 RECTL LAR WIND 8 BLOW UP DETAIL TYPICAL PLAN VIEW OF ACCORDION WITH WINDOWS �f�h 1 'L: =rv• f-2.87S DIA. HOLE60 ECETTE - HOLMID t ROUf10 ?ELYyO}NIM OF YV,�p0YV8A5�8LY) tARY-E3LADE YrSP 44 EVERY EA BLADE EVERY'0IH9I8lAOE � r U [l H u10 u d I� Ei, i' "--..._.-..- VARIES(NO LIMIT) j ACCORDION ELEVATION WITH WINDOWS sv E:1t2 = I. (�JIERAI.NOTES; ], IHESEEVALUATtO.9DOWENTSREPRESEYf ASIEMER5YSMI%II I'61N0(It55 ANA1.YZE01Y1TFI THEPRON5i0NSSET FOR T11E ISSUANCP OFAFLORIDA BUILDING CODE PRDDUT AFFRWAL 7H6 FAO(NA.T IS SUITABLE FOR INSTALLATION IN AREAS Cf THE HIGII VELD MY N1IRRIOME ZONE (IMIO &NON -NIGH YT:TOCII'Y }NRRiWIE ZONE (NDN-IMIZ). 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED ANDIS IN ODIIFLWCE WITHTH% FLORIDA 8110I)ING CO DE FBC) REOUIR°MENIS, U;CI.UUIttti THE N1GIi YELOCI"HURRICANE ZONE (IM"). THIS SYSTEM FLEETS MISS?LE LEYE�'DAND IN WFS'h1N0 ZONE 4 AS DEFINED IN ASTFI E1996-05. 3. TESTING WAS CONDUCTED IN ACCORIWICE(YITH TA520f/7021203 AND ASIM E1686-051EI996,051E330-02. "z" 4. THIS SY'S'INT HAS RNAT ON L RESIk1DDENCE EYALUAiRE AND B IN COMPLIANCE RITHTNE INTERMTIO:YAL BUILDING CODE Q�LJ -A AND THE INTERNATIONAL RESICf:TICE.CODE (TILL). � S.' NO INCREASE IN ALLOWABLE STRESS if..* BEEN USED IN THE DESIGN OF THESE PRODIY_TS. 6• THEACCO111,10 SIIUTTEfIMNfJFAL'PJRIt{GNiDINSTALtAT10N YVITII TL'IN06'tJS IN VA IN THE BIA➢E 135�1?b)NUST �. ALSO COh',FLY WITH ALL OF THE GEtIERN.fiOTFSACONDIT10h5 FLUND Oft A14Y' RA PREPARED, FBC 20D7PR�DUCT z1 MFRO'TE0,6.8 ALYORDION SHUTTER SYSfEF10RANNNG. 7. THE ROUND MfiDM'Z, COMIONNIT (41) IS MADE FROM SABIC PIASTICS SIXI4JIT47L-9•Itia (1HItl(hT555HOWTTJ.4"ly i COMFOh'cfIT DETAIL). �;�• 8. THE RECTANG" WNTDOW SHOIYty IN DETAIL 13B IS MADE FROM GE YL10 UEMN VM 0A75" MINIMUM THICI�°„SS,".Y+,•'� t 9. 7FRAIME 0WOE WITH(6)f4SAYdESSTMAYBETIYLOt1GOLTS%VGIRBOt1ATEWI7HAMIYIMUM THICK37E55OF 0.151'h{F TO BLADE Y.'fIH (6) @4 STAKES STEft SCAESYS OR BOLTS W(TH NUTS. W rvr^J j } P V rruN �F > SUorMi a $y N �^ FAM acls Home Log M User Registration Hot ipD� ! Subm t Surcharge ; stats & Facts PubLcat ons : FBC Stall .' BCLS site Map Links search ProductApproval USER: Pubrc User 4LLSC9DD14ii Menu > P_RiIUSS_QLAAAIK3Ilp,.dSCd0 > AM?-[1cAfiQ -LS41 > APPri ation Detalt FL 4 FL13434-R1 F 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 Frank Bennardo frank@engexp.com Technical Representative Thomas B. Johnston Address/Phone/Emaif 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum,com Quality Assurance Representative Address/Phone/Email .Category Shutters Subcategory Bahama 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 Frank L Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance -Contract Expiration Date 12/31/2011 Validated By ORLANDO L. BLANCO, P.E: = Validation Cherklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified • By Sections from the Code F t 434 R1 Cor Cert Indep.pdf Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL13434 R1 Eauiv Eoiv Std odf Product Approval Method Method 1 Option D Date Submitted 02/24/2010 Date Validated 02/25/2010 Date Pending FBC.Approval 03/01/2010 Date Approved 04/07/2010 FL # Model, Number or Name 13434.1 Fuilview Bahama Shutter Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +78/-95 Other: Refer to product approval drawing for limitations Description Impact Bahama Shutter Approved for- Use Within & Outside the HVHZ Installation Instructions FL13434 R1 I1 Dwg.odf Verlfied.By: Frank L Bennardo, P.E. 0046549 Created by Independent Third Party: Yes Evaluation Reports FLI'3434 R1 AE Eval Renort odf Created'by Independent Third Party: Yes Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard raliahassee, Florida 32399 2100 (850) 487-1824, Fax (850) 414-8436 O 2000.2010 The -State of Florida. All rights reserved. Privacy Statement l Cowrioht Statemp l Accessbifty Statement l Pluo-in Software I Customer Sorvice Sur my I Contact us tro CC p'7 pal Amepm. ®® SLX.'tlrltl•tt2TnJt'6' . v�r2lpa Tru6t�0 vs«r.• FU LLVI EW BAHAMA S H UTTER cA V H ENf �NpND NON-HVHZ COMPLIANT) 3•_ \Z I2' 3'_` 3 r rMAXI 2 -�_:.:��.. ..... _ __ I I.`.. ........... ....._ _ i s. �� !._...........L._...._..._. y� r :..a ::L:_ _: _..... . I- w .............. .... .. .. .... I.:.. ... .._...: .l .__._.. ......... .... - .. .. .. { . ...j.. .. ... '..: .. .:.... LAN w n w 1111 _ •._ ... ; ' REFER TO DESIGN SCHEDULE,✓.. ^ ._.. ._. - - 1FOR BEAM REQUIREMENT. ' _'. .'.:.. ........ REFER TO BEAM SCHEDULE I ............ .... ! FOR SIZE AND MAX BEAM SPAN ALTERNA'f it r LO ON, TYP -_ .-..... "'I .. 13" 2Yi -I----SX52' MAX SLAT SPAN 3B' mhx SLAT I I 1 �� 2SS" SLAT SPAN fMX __ . 6By' MAX OVERALL WIDTH SPAN 1- 2)j' MAX OVERALL WIDTH WITH BAR __..-....___..__.-.....___.._.._____. �1 SINGLE PANEL SPAN UNLIMITEDWITHOUT SPAR N.T.S. EXTFR. ELEVATION41, •- � I� MULTI PANEL SPAN �� ," j N.T.S. EXTFR. EEVATION L,: NEPRGIOIATY7E��CLpT1p04N HVHZ 1 ALLOWABLE DESIGN pRES§URES- j 14AX CONFIGURAT(ON..-__ SHUTTER SINGLE (` MULTI PANEL SPAN SPAN PANELS I 1V%O BBUM W/ BEAM 69" +60/•73 PSF ; •F60/-73 PSF +60/-73 PSF EtIS/9'160/-73 PSE? - ....... �.+60/-73 PSF ...........-__...___...__......._-_.---------._..-_......- `NOTE: LIFIITED TO A FAA% SLA'C SPAN OF 38" _ TABLE 3 NON-HVHZ ............... -' --- --�- .... _ AL. _Y .-- LE DESIGTt PRESSURES 1 MAX _ _ CONFIGURATION SHUTTER SI- -• - SINGLE MULTI PANEL SPAN ' SPAN PANEL SPAN W/O BEAR BEAM ... ._.. -_. __ .__ . ; ' 159'—'78=951PSF' zF•71)/�93'IPSP I L._.... ....__.__... _... __._._ ___�__ !- 81 5/e"-P78%•95 PSF { +78%95 PSFj 96 3%4' +76/-95 F§F- I PSF- `NOTEa LIMITED TO•A MAX SLAT SPAN OF 38" HVHZ MAX SHUTTER DESIGN I- -- SPAN PRESSURE SINGLE PANEL SPAN ........ 31T �- GENERAL NOTES 1. THE SYSTEFt DESCRIBED IIEREIN HAS BEEN DESIGNED AND TESTED Ail ACCORDANCE WITH THE FLORIDA BUILDING CCDE, FOR USE WITHIN T11E 11VF1 AND NON-HVHZ, AS WELL AS THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL RESIDENTIAL CODE. »f, 7.. NO 33.1/3 % INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N TIfE , DESIGN OF THIS -SYSTEM. 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 SYSTEFI SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SYSTEM4. THE DETAILED HEREIN IS T PROVIDE 'INFORMATION FORA SPECIFIC SITE• FOR SITE CIONDJOTIONS DIFDOES FERENT FROM TI IF CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CON)UNC11 WITH THIS DOCUMENT. 5. PERFIIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCNRE TO WITHSTAJD SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLN TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6, S"LITTER MAYBE INSTALLED AS SINGLE PANEL OR AS MULTI -PANEL P S 7. AL UNLIMITED WlplAL SEE DETAIL y; ALUMINUM FOR ALLOY, LLO , LE SPA HS- OTHERWISE. %ALL TO ERA TOLERANCES SHALL BE L BE II ACCORDTANCE WITH A -SS NOTED PACT 8. THIS SYSTEM MUST SE CLOSED AND LOCKED FOR :'IIfJD AND -12005. PROTECTION. THIS SYSTEM HAS BEEN OESIGNED FOR A WIND PRESSURE OF 18 PSF IN TI IE OPEN POSITION. A PERMANENT LABEL MUST BE ADHERED TO THE UNDERSIDE OF EACH BAHAMA SHUTTER CONTAINING THE FOLLOWING: SHUTTER AND LOUVERS TO BE CLOSED AND LOCKED WHEN HURRICANE WARNINGS ARE ISSUED 9. EAHAMASHUTTERS SHALL BE PERMANENTLY LABELED AS PRESCRIBED )N THE ABOVE -NOTED BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING: TOWN & COUNTRY INDUSTRIES FT. LAUDERDALE, FL AST14 0330, E188G, 8, E299614ISSILE LEVEL D TAS 7' 01, 202, & 203 STEEL, STAINLESS STEEL' IOR 024E 6BALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSL 11, ALL STEEL IN CONTACT WITH ALUHINUFJ 511ALL BE PAINTED OR PLATED AS PRESCRIBED IN TILE ABOVE -NOTED BUILDINr CODE- "`- k.eWA(TABLE 1 D 21 NOTES• 1. I116H VELOCITY HURRICANE ZONE (HVHZ) IS DEFINED AS .__ 2. TABLE 10ADE SHALL USEDFOR INSTALLATIONS IN THE HIGHUNTY AND BROWARD COUNTY FLORIDA LY. _- VELOCITY HURRICANE ZONE (HVHZ) TO DETERMINE TIIE MAXIMUM ALLOWABLE DESIGN PRESSURE FOR EACH SPAN. - - 3. FOR SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER SPAN. 4. TABLE 2 SHALL BE USED TO DETERMINE MJNIM.UI.1 SEPARATION L4 FROM GLASS WITH 114 THE. HVHZ. ,-..- jABI.F, 4 ON•H Z & ASTH )4(ND ZONE 4 LIABLE 3 NOTES: - NON, HVHZ 4VINb 20NEq OIJLY (>140 FJPH) 1. NON-IIV11t IS pEFINEDASALLLOCATIONSOT)1ERT'l1AN _......... _— NOT REQUIRED FQR LVIfJD ZONES 1-3 (SL40 FIPH -_-� - MIAMI-DADE COUNTY AND BROLVARD COIJ14TY FLORIDA. -- --/ _. 2. TABLE 2 I4AY BE USED FOR INSTALLATIONS OUTSIDE THk I I(GH - __F(INIMUM SEPARATION FROM GLASS VELOCITY IURRICANE ZONE (HVHZ). MAX CONFIGURATION __ 3. FOR SPANS BETWEEN TABULATED VALUES, USE NEXT HIGHER SPAN. SHUTTER I DESIGN -�----•�-• �� ��-�� -- __ _ i PRESSURE SINGLE MULTI PANEL SPAFJ 4. FOR INSTALLATIONS OUTSIDE THE HVHZ IN ASIM WIND ZONES I SPAN -----_. ....... UM __-_•.... .._?..-._^,._ PANEL SPAN W/O DEAM ' VJJ•SCAIi 171RUUCfI 3, TABLE 4 IS NOT REQUIREUANU N01!IIJ11 69" ' +78/•95 PSF 3�e'. e__ . i__ _ Z S. TABLE SEPARATION BE USED 10 DETERMINE THE P1 NNING IS I4UM SEPARATION 81 S/8" fi78%-95�PSF � 3Y%'` T -" 7-r--- •--- -- • _ 2/g' FROM GLASS OUTSIDE THE HVHZ 1N W71ND ZONE 4. 96 3/4" 1 +78/-95 PSF l Z%g"i - ••-----"'-"- 2 e" 6. WIND ZONE 4 IS DEFINED AS ANY LOCATIOU WITH A BASIC --.. _-.__ ._ _.__._.. __._.__.- ._-__.__... iTE: LIMITEp 70 A (4AX SLAT SPAN OF 38" '"""""--'- A'+AND SPEED GREATER THAN 140 Fiffl. I EXIST ING HOST • 4S7 STRCTIIRE (TVP MIN- SF.F, MICHOR NOTE 1 L•XISTWG 1 O51'0. TOP & bOTiOH_) EMBED.• �7+ Y" . STRCTURE (TYP _ FNry I• SET: ANCHOR NOTE 1 EXISTING HOST t 4, / TOP & OOTTUFI) 'EFIB U. S) RCTURE (TY; \ F1INY,I SEE ANCHOR NOTE 1 '---• `` .).�? y" TOP 6BOTTOM _ •'EMBEb �:13F•i_ 1--.—_---f_--_--_• _.1..LYr`lC. r�' MEN � ��� � a?) ""J" FOR INSTALLATION WITH EDG7 FOR INS7IU.Ig710N WITH MIN y)L :,¢Jj VERTICALANGLE (p12) DIST. VERTICAL' ANGLE (/ti) EDGE 7 INSERT PUI(file) - MIN •EXISTING © i 1 1NSERTPIN(Jle) DIST, /. VERTICAL.LYTHROUGIJ EDGE GLAZING �; S VERFICALLY THROUGH ANGLE © �1) ANGLE('* 12)®THROUGH DIST. (t12) 9 THROUGH DOUBLE P �-(4iS� DOUBLE SIDE IYALL Of SILL MEN GLASS _ SIDE WALL OF SILL (08). pin' ;/ (118), PIN Cs 18) MAY BE SEPARATION 1 r . (018) MAY BE LOCATED ON MIN GLASS �' LOCATED ON THE INTERIOR THE INTERIOR OR EXTERIOR SEPARATION OR EXTERIOR OF LOWER GLADES ; EXISTI OPTIONAL _ OF LOWER BLADES a (INTERIOR .p GLAZI iNSTALtATIoil 1- (INTERIOR LOCATION 2-x2'x0.090' ' �� LDCATiON SHOWN). WITH:.j8% SLIDE SHOWN). CONT. ALUMPIN ) ALLOY BEAM, �• TIIROUGM(SIDE ALTEPo•VATE - . ALLry U lAFlB AND SIDE SLICE PIN !!�� 4, S Z'x4`x)a SEAM, n ,,'AP THROUGI{ LOCATION EXISTING OR SOLID BAR 1' —' .' 4 S O ANGLE. - 1 1 GLAZING 4'x ANY I§ ` THICKNESS (TYP j B ja q TOP F, SOTTOFV 9 ACCESS ' HOLE-'�0.CCE�55 Ewo FiIq l0 \1 2tp .EMBED. , ; ? £ 20 _ PIIN '•�(! ... ,q� n ONE PER EMBED. SI'T { • I S ANGLE ONE PER - ANGLE SEE ANCHOD i SEE ANCIIOR f i `-Sr;E AFItl110R - — L • NOTE 2 NOTE,2 - In SEE ANCHOR `- - NOTE 2' . NOTE 2 LOCATE BP 3a N.T.S. CI v C K.+USE®;PV.OSAL SE �1 36 BUILD -OUT CLOSED POSITION MID -SPAN IIEIGHHTT z N.T.S. VERTICAL SECTION Z N.TS. (— VERTICAL SECTION \\ - - =-CE14 RATIONLE 1REOFDACONFIGURATION 1 E 1{VIIZND ZONE 4 - Y.' irv! TAM 1/4'0 It (1 OR 2 PANELS) 111 EACi1 SIDEBONE -FV IIV! TAP( /T.'Ur OR •i:-ELOD PAT SOLT W 3•PAt1EL <85' EAC DE TIE Y 20 ALL PO LVINGtRlT • CC•}1t:ECT10H (SIDE ARFI . (3•PAREI. OR (1) EACH SIDE • y ITC TAFC CONNECTION GREATER CBS' (i) @ EAcR FASTENED WITH 1/4" RIVNUI• ' K" ITLy TAFC 111TERIOR MULLION 101Nf AND BOLT. FUMY BE LOCATED • H" CLOD PAIL �- 13 AT REAR (AS SHOL'!N! OR - W20 ALL PO BOT70Fl F SNUiTE WHEN • CONVECTION { 1/M1'O R wif. BOLT LY/ (INTERIOR ARM LOCATED AT BOTTOM - I� LAG SORE C_ •NUTC W[UGNUT. CONNECTION) iNfERIOR ARt•1 BRACKET MAY Be DF?SET 14,SHEELI OR 1/4.20 TIMI.18 , PSO X 2" S STEEL EL 1{L ONLY REQUIRED FROM CENTERLINE OF !1<i'.. rJR'NZ)rEtH,l @CREW INTO STAINLESS STEEL SCREW i FOR SItUTTERS VERTICAL MULLION To L TENSION RING (021) %YLQN COATING OR 14 85" WIDE. . ALLOW FOR Z' BAR OR Y - ((7) Y.' I"Y T EQUIV. WITH'" NYLDN I ANGLE IN CLOSED POSITION, •,(.3))S� J L 4" MIN END TAP B SPACE, R�n 'LE NI'1f1 18.8 MIN. _ �- - (31 V'2 OVERLAP _n:'a II !. lo _ STAINLESS STEEL . COIItiEC110N I Y,"'20 RIV•NUr `Y/'WoBOLT � TYPICAL PLAN VIEW HORIZONTAL SECTION AS" NOTE: SHUTTER MUST BE LQIVERED DURING AA HURRICANE VlARt119 H. SHUITF.R IS NOT DESIGNED 70 REMAIN IN THE OPetE POSITION UVRINGAHURRICANE., _ (ARM TO JAMB CONNECTION) 4 51 SUPPORTING ARM FOR LOCATIOHSSEEARt•1 ARRANGEMEtR TABLENo 1�Vi-20 x ly' BOLTMEN WITH NUT OR (SIDE ARM 40ED,1 WINGNUTt7 .<' I CONNECTION) N.T.S. 1j,J \iv51, (INIERIORARM CONNECTION) SEE ANCHOR NOTE 3 �8'-0" MAX PRO)ECT(ON (P) (CAL OPEN W -MIT7nR 12' O.C. FLAX AND 3' FROM ENDS (C1100SE O,,E PROM BELOW) !II11 FUAGn nun iL!" •..,� ..,._-.__ .. __ AND afDUE DIST. (3.32rSI F1111 CONC.) rlitl EDGE DIST. (3.ORSI Mitt CONC.) sr. 121' MIN EDGE DIST. 2' MIN EDGE DIST. II! ly"NIN EMBED. ANb 2Y' 14111 EDGE bM. HUE EDGE DIST. ES (MALE/FERALEI WITH 1'_1'�IFI EMBED. AND 215' f DLID SEf ALiCHOR ^11T11 WHIN EtIBED. ANI D 2" t 111 !EDGE GIST; G"D.41 I.IIII); MIN EDGE DIST. E (14ALE/FENALE) WITI( Y/' 11111 OWED, AND I;" Mill EDGE DIST, ' YIIiH 131" MBI EEIDED. AND I'' PIIN EDGE GIST. L RANGER BOLT WIrN IV' Tip,ENBEO. U;Dg'f NIN EDGE DISC, INE AHCHORIYPE FROM BELOtY, INSTALL QTy SHOLVH TE: WITH fY' 14I11 EF10ED' ARO 23j" 141H EDGE DIE DIST.ST. (3.30K51 FqN CO(IC.) 7COSEf AtR:HOR WITll 1.' MIN EMBED. AND 3" HIM EDGE DIST, (3.0115111111 CONC) CONCRETE flLOCK: WlTit l '_ Illll EMBEO. AND 214' MEN EDGE DIST. )LID SET AJKNOR WITH %, FIIII EMBED, AND 3' Illfl EDGE DIST. ;•0.42 NIIMI I JY' MIN ELIBEO. AUD Y.- F11N EDGE DIST. CREW WITH IIS' lilt? EMBED. ACID 1' (1111 EDGE DIST. 09-TCM-0003 GLE - OZ NICE DFS�)P{10N1 i MAX BEAM SPAN PER 13EAM SCHEDULE MID -SPAN BEAM.(AS REQUIRED EWER. ELEVATION S.S. THRV-BOLT PER UNSUPPORTED VERTICAL MULLION v MIN G(ASS sePn6nTlorJ BEAM SCH EDULE: -BEA S M PER BEAM SCHEDULE .__.._....._...............__..._.._. -' - --�— BEAM SIZE �?• - BEAM PER BEAM SCHEDULE 2"x3"xl/0" _ --.._..._...._.... __ B' 2"X4"xl/B' )< S j 2"xS"x1/8" �T '(2) 3,-20 S.S, MACHINE. SCREWS INTO 31-20 RIV-NUTS OR ' PER (UNSSUPPORTED VERTICAL -- MULLION -EXISTING STRUCTURE (TYP. TOP & BOTTOI.1)' _BEAM CONNECTION TO SHUTTER 3 N.7.5. VERTICAL SECTION 2"x4'-AI/4- 4"x2"x0.7.3"x0.15" —6"x2"x0.29"x0.17" . ...... ...__... i ... . ! : -- ... , N - ._.. ., .._. _ - � ...... (2) y-20 S.S. MACHINE i.._.. _.. •'-- SCREWS INTO 3i-20 .. ........_......_. .'::.:. ' . ......: RIV-NUTS OR (1) 3(;• .. .. ; S.S. 111RU-BOLT PER -' i-••- .. ... .... .1 . ••-~_' UNSUPPORTED . ..._ i ... --'-"'_--j VERTICAL t•IULLIOA! MAX BEAM SPAN SEE DETAIL 114 ... _ PER BEAM SCHEDULE - ------- BOTTOM BEAM OPTIONAL) 3 tr.T.S. EXTER. ELEVAIION ALUt•IINUPI HOTTER pEgM WALL BRACKET ANCHORTYPES ALLOY i SPAN SPAN I CONCRETE i .HOLLOW I V.'OOD 6063-T6 i 6063-T6 ;_ -6'•8" 6'-10" A6, C•-i'A, B ' S'-10" 7'-4" A, ........_....__..._._......_....._ _ --...n,. Al __._..__. _...I ...._. ..._._.._ B: C-- -- A. 6061-TG 6_8" �6'-8" y A,:B:C .--A, BB 6061-T6 6'-0" 11'-3" A, B, C G C C WALL BRACKET ANCHORS TYPES-: • TYPE A14-20 ALL POINT SOLID SET ANCHORS: - 114 CONCRETE (3.35KSI MIN) WITH %' MIN EMBED. A140 31 MIN EDGE DIST. - IN 116LLOW CONCRETE BLOCK WI'RI 3/e MIN EMBED. AND 3' 14IN EDGE DIST. • TYPE B:34.20 ELCO PANELPIATES (MALE/PEMALE): 1N CONCRETE (3.35KS1 MIN) WITH 13:; NIN EMBED. AND 21j' MIN EDGE DIST. - IN HOH.OW CONCRETE BLOCK WITH 1 Y,' MIN EMBEO. AND 2' MIN EDGE DIST. -1N WOOD (G-0.42 MIN) WITH !i" MIN EMBED. AND )'i MIN EDGE DIST. • TYPE C: W 1TW TAPCON SG: - IN CONCRETE (3.35KSi MIN) WITH 13''' MIN EMBED. AND 23i' MIN EDGE DIST. - IN HOLLOW CONCRETE BLOCK VJITII 13i' 14114 EMBED. AND 2- MIN EDGE DIST. - IN WOOD (G-0.42 MIN) WITII I31- MIN EMBED. AND %- MIN EDGE DIST, numv V 54 �9 fil,® tts!R9{i OWRR:'F EVFl55 1 09-TCM-0003 USE 2"K4" " ANGLE FOR 3• fl 4' OOX BEAFIS, USE', X5'XYa' ANGLE FOR S' BOX BEAMS, \ 7Yp, TOP & BOT70FI OF BEAM. USE 2'x7"zi" ANGLE I;OR GCf ANNEL REAMS, TYP, TOP S BOTTOM OF BEAF1. I vMIN \ -WITH LOCK OCK NUT 001.T i \ "(1) %s PU(CHINE 00LT \ WITH WITH LOCK NUT -(4) ANCI IORS REQUIRED EACH k(4) ANCHORS REQUIRED EACH 4Vq END, SEE BEAM SCHEDULE END, SEE SEAM SCHEOULG BOLT ANCHOR SPECIFICATIONS ANCHOR SPECIFICATIONS (SOX BEAM) (C-CHANNEL BEAM) (SIDE VIEIV) (SIDE VIEW) 'USE 2"x7-XYs ANGLE FOR NOTCH CHANNEL ENDS '-"�'-' "'^•�-^ C-CHANNEL BEAMS, TYP_ TO RECEIVE ANGLES \ 70D LV BOITNO OF BEAM, NOTCH CHANNEL ENDS 1' MIN TO RECEIVE ANGLES MIN. SPA -111 .� EFIBEU.�.__.T ._.A� FI]N, � � � 2 3 (lYas MALH1tJE 00LT — ._. _ ... \ - l!1 LOCK tIUT (1)I(a"MACHINE' CL DOLT _- \\\ -(4) ANCHORS REQUIRED EACH BOLT WITH LOCK NUT CI- ANGLES END, SEE BEAM SCHEDULE _t ANCHOR SPECIFICATIONS -BEAtf (C-CHSPAN BEAM) (C-CHANNEL BEAFF) �~ (SIDE VIEW) - (FRONTVIEW) WALL BRACKET CONNECTION OPTIONS t1 N.75. EXTER. ELEVATION SIDE CLOSURpE NOTES I.-FOR7NSTALp(7T Ut WITHIN THE �- HVIIZ, IN LIEU OF SIDE CLOSURE ANGLE, SHUTTER MAY OVERLAP OPENING BY 1,5 X SHATTER BUILD OUT DISTANCE. 2. ANCF10 S MAY BE /(tJY ANCHOR FROM ANCHOR N El ON SHEET 2 INSTALLED 3' MAX FROM EACH ENO, - 1- W MAX. AND 12` O.C. NAX, OR 1/4" 1TY1 7APCONS WITH 1Y" I4[N EDGE DISTANCE AND FULL THREAD. ENGACggMENT MI PLYWOOD INSTALLED 3" MA�LROM EACH END AND 7" O.C. tMX. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE VIIT11 MANUFACTURERS` RECOMMENDATIONS. 4. MINIMUM EMSEDMENI' SHALL BE AS NOTED IN ANCHOR NOTE I ON SHEET 2. MINIMUM EMSEDMENTAND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND-OTHER.WALL FINISHES. S. WHERE EXISTING STRumms tc 4 nnn (VERT. SECTION) (VERT. SECTION) (BOX OR C-CHANNEL BEAM) (FRONT VIEW) NOTE: 3- I•llN SPAC IHG.FOR ANCHORS INTO CONCRE7E/HOLLOW BACK HOST STRUCTLIRB. i' AfIN SVACJNG FOR ANCHORS INTO WODD 1'IOST STRUCTURE (2) )(-20 S.S. MACHINE SCREWS INTO y-20 RIV-NUTS OR (1)'s S.S. THRU-DOLT' PER UNSUPPORTED VERTICAL MULLION Y,° MAX. ==-' (HORIZ. SECTION) SCREWS R(I)A" Y." MAX.-1 �- tL NULL101; \ d 10 SELF•ORILL SCRppV// OR ALUM'"UM P \ FNDES3" MAX 512'MAX1 1d1fi., 2'x5' I AWMINUM ANGLE(O.0 (V8RT. SECTION) 1'11N.THICKNESS), LEG ANGLE MAY BE REVERE 6063-TS ALLOY BID SELF- 9D9RRLI 0R AWM�NU. %p RIVETS, 3' MAX FROM ENOS, 12- FR O:C. S" MAY MIN., (VERT. SECTION) __ /, (HORIZ. SECTION) Y.° MAX. D. `)n' MAX. r 2'z5" MAX. I/2'xI/2,1 MIN., 2"x5- MAX, ALUFIINUM ANGLE (0.062• MIN. 0 m - w\ r ALUFIINVM AITGLE (0.062' UM THICKNESS). LEG L ANGLE MAY BEMAXIL REVERSED.ALLOY G003=f5 AlLUY TIIICK/JESS). LEG 1� ANGLE MAY BE _� EDGE (VERT. SECTION) REVERSED- 6063.75 ALLOY DIST, (VERT. SECTION) (HORIZ. SECTION) SIDE CLOSURE DETAILS qN.T.S. SECTIONS Ym NITtw�IFAwocmcs TCM-0003 02 1€scnIMlO.NI EXTRUSIONS P 17,8' _ 0..131'-- 0.075' 0.3 37 2.550'------ 0.131 0.150' 0.375' 1 B00'--•- 0.450'- •- - 0.6 l3" 00.3A8^ I( R0.062' O 165 00.348" RO [ po.15S' o.].4 +I fit-O.n60" 0.A02" � I I 0.125' • _0.100'-11___--- �• . _ 1.27s•'- _ _ f--�----0.065"c-� I 6,1DD•-1 ��_�_I '- iT 1 • �Fi ' i 1 00.105, RO,IOU• o 0.326•{ ro o .y 0.42i' 0.368'- �? N 1.792'-- R0.050' - .4 e _ ti 0.425' 1 r-}0450" - h.063 1 0320' �1.895'-.I LLIN� I-;o0 210" z`Q.EMLiI0N 6' - V-o, f0J9A-5'M-- - B1 l 6 . ,.°• 4���x1MB 4a6"' 1•-0- _-- ._1 j 0.500•. -- 00.27°' O80 TYP. - �' TYp• PIPE (A PQ SCHEDULE DDI^D0.100"00.270' g-E1II \7_A t-_ o�uDIANOl. jEINHEI� -_.L- 2a FV FEMALE MULLION N �f 6. 4 1.,0. 0,3320- 1.678 3a FVDMALI MULLION ANGLE s 7 'HEINGE 6 1'•0' _ 0.060'••---� -0"T - L I 1 0. 9 b a N , }-L.620'::T: _ 0.750• 8 SILL 6, A 1,_0• I--z.szo•-- 5 6_JAMB SNAP 6;I,I- _Q R 6'-1 00.2J0'. 1.000• - Ory 1- - 0.500` 0.500•-� !NX - LOCATION VARIES ...... _........ __ ...__. FOR AD)USTMENT " (I-NN 14'fALt)M'INfj' P -PIIxE-=ERj} n Q.vo� rc jj ._......._. c N -r P.0.270' � o p � n °- ----� 3, do• G �� - -- 1 0500 ' Ll �F - 01oD 0.500 -_I -lf-0.062- . '^. C) h Tyr. 1 �ALIJMINCINJ I?IE?E(OUTE) 9 0.750J.- IL 1a"U" WALL BRACKET 00258" - -03 ' ---- ---- 0.750^ 13 b //�� T_ � FLARED ENO / / 17 L-PIN - 1 4" O II 0.500"r -_o o 0 0.375'0 /^ 1-•-}-1.500'----1.500'• 0,150` I_ 5.000'-4 ANGL n E - PROFILE & LAYOUT 18 L-PIN - 3/$" 0 6' = 1'•0' t E II 7c). OD.270-� 0.5 Ijl- I t- • 0 500" 00' 1 220` LtiGAMFJ. C ACIC HINGE 13a °• _ -, 0 -1, 00'-1'-L5o0•---i-- s00` 1 O "Z" BAR -PROFILE & LAYOUT 3., v 1.•0. - 07 i---P.-- 0.500" g I� G�4LV: STEEL BENT PLATE 2U TAB STOP' V V-0" I Sq INSERT FOR MULLION' 1.3L3•--- 1 ��N 6' 1'-0• c .`. I $� ri'•11 00.300' 0.12s' )Mwv; 09-TCM-000 'EUC1�q f I -I 0.750` PeO�P.SSSN.EITo!+. 0.327- TENSION RING TAB STOP D. If