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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT -1 BUILDING & CODE REGULATIONS DIVISION t 2300 Virginia Avenue z i Fort Pierce, FL 34982 772-462-1553 SC'9/V/U �Q APPLICATION FOR STORM SHUTTER PERMIT CUCie Co 1. LOCATION/SITE ADDRESS: LI�IG� lS'r1A- TYL Zoe �SL 2. PARCEL ID NUMBER: 3N'Ll— Sao— O'LZ;?-coo — Z 3. DESCRIPTION OF PROJECT: A"G"X-29� Shnn;1?/S I J 4. TYPE OF STRUCTURE: SFR: MOBILE HOME 5. OWNERS INFORMATION �! NAME: �LA"I,rl0 0VcE �I�21A►� ADDRESS: «p L_y*_ VISA �L '��� CITY: h'otrr S'r U:LI (= STATE: ZIP CODE: PHONE: (,'I EMAIL: OTHER: 6. CONTRACTOR'S INFORMATION 2 FL REGISTRATION/CERT #: C%c I V-V V H 7 COUNTY CERT #: BUSINESS NAME:,) e o— PHONE NUMBER: EMAIL: Type of Surface attachment: Wood Frame Concrete Masonry X Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS —�— ACCORDION ROLL —UP •FABRIC OTHER I ) ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 00 7. VALUE OF CONSTRUCTION: $ G 200 r PERMIT FEE: $ OWNER'S AFFIDAVIT: I certify that all of the information contained in this licat is orr an work will be done in compliance with all applicable laws regulating construction and zoning. M l c,I+#+6L GpO1Dw j A/ PRINT NAME OF OWNER OR CONTRACT R/QUALIFIER IGN TURE OF OWNItR OR C NTRACTOR/QUALIFIER %� STATE OF FLORIDA, COUNTY OF ( P—r1 J ACKN(PW,LEDGED BEFORE ME THIS 10 DAY OF , 20A, BY, OF NOTARY TITLE: AS IDENTIFICATIO _ �� 113 TYPE OR PRINT NAME 0 COMMISSION NUMBER! WHO IS PERSONALLY KNOWN TO Notary Public State of Florida John Lee Tinney Y 'A M9tAhlmiaaion EE024587 'FoiFv Explfbs 11/15/2014 NOTICE, O OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 .IC INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those activities that is not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the'name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION: ........................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees.to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982.._ All applications for Permits must be completed and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS ** EXISTING RESIDENCES All shutters must be installed and in place at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. ON NEW HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 cq) J�o � �y �l c�►2� � z r/v✓�vc;� Koc.�-r�C J� s iY-r ' 609 / V11V 1 11'Jl\ V\il11JLV Lv,• �'� ��'( � ��-- � - ALL S ice- I.D. NO. APPROX. OPENING SIZE (W X H) APPROX. SHUTTER WIDTH APPROX. HEIGHT ANCHOR SPACING HEADER REINF. REQ'D. YESINO 'REMARKS 37" X 63" 45" 71" 12" NO EXAMPLE I I3 x 5 $Z `(4 �3 ��y �(D �( No 2 -7k A 5'1 oz �(� s '7 3 53xS� loZ S7 �rl N� 4 3-7 6 7 8 9 10 11 12 13 14 15 16 17 18 Florida Building Code Online ; -- - Page 1 of 3 . 4 g BCIS Home Log In User Registration Hot Topics Submit ,.. i-,AA, Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search frfI''��'�� rwS�? Busin s, / rr((''�f s(" ((',� �7 a �l Product Approval {1.J1�J�ILJ��IpUSER: Public User Product Approval Menu > Prod.,d or Ap `i;[=.tiun jc,� rch > Ap dh n _i;;r > Application Detail FL # FL13757 R4 „..._._ Application Type Revision� Code Version fly-o� (" Application Status Approved Comments Archived >. Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Town and Country Industries,: h `400�West McNab Road-- Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Frank Bennardo frank@engexp.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com ers '€ c :Accordion ` Evaluation Report from a Florida Registered Arc a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE-0046549 e National Accreditation & Management Institute, 12/31/2016 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received FL13757 R4 COI Cert Inden.pdf FL13757 R4 COI Cert Indep2.pdf FL13757 R4 COI indep3.pdf Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 2/ 18/2014 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ....._:..........................................:................................................ :Summary of Products TAS 203 1994 Florida Licensed Professional Engineer or Architect FL13757 R4 Equiv Eguiv_Std.pdf FL13757 R4 Equiv Equiv Std2.pdf Method 1 Option D 10/25/2013 10/25/2013 10/30/2013 12/13/2013 ............... FL # Modelj-Number.•-or-Name.- Description 13757.1 6 8 Acdordlon;Shutter s ` Large Missile Impact Resistant Accordion Shutter System Limits of Use //��"�� ? Installation Instructions Approved for use in HVHZ:,&,we 1-13_15/__R4,__11__6 F8,pcl. Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Eva luation'R-eport-s ' T�'ij Other: See installation drawings for allowable I FL13757 R4 AE 'Eva-1Rprt2 pdf�P'` span/pressure combinations and additional limitations of` -Creat`ed by Independent Third Party: Yes use. 13757.2 6.8 Streamline Shutter ILarge Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R4 II 6.8SL.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable FL13757 R4 AE Eva[ Rpt.pdf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R4 II dwq 13757.3.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional information, FL13757 R4 AE Eval rot 13757.3.Ddf anchorage, etc. Created by Independent Third Party: Yes I ...�; Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 3l 109 EE 12 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 2/ 18/2014 Florida Building Code Online - __ Page 3 of 3 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 2/ 18/2014 TABLE 1 ALLOWABLE SPAN SCHEDULE FOR USE WITHIN THE HVHZ HVHZ ME- HVHZ OSIAVE.WWN H DESIGN WIND LOAD (PSF) WITH UNIMATE 3p � CENTERMATES 2e OR@ & 32 OR 33 8 3a WINDLOAD ALL MOUNTING CONDITIONS 23.9 156" 156° 156" 25.0 154" 156' 156" 30.0 14T' 156' 156" 35.0 142' 15T 156" 40.0 137° 145' 156" 45.0 133" 141` 156" 50.0 129` 137' 11.1 _ _55.0 -126'-- 60.0 124' 131" - 148" -- - 65.01 _ - 121- 129" 143' 70.0 119' - -126'- -`137-" 75.0 117' 124" 133" 80.0 115, 122° 128' 85.0 113" 120" 125" 90.0 112" 118" 121" 95.0 110, 117" 118" 100.0 109, 116' 115" 105.0 107" 112" 112" 110.0 106` 110" 110" 115.0 105" 107" 107" 120.0 104' 105" 105" 125.0 - 103" 130.0 101" 135.0 99" 140.0 95" 145.0 92" 150.0 89" 155.0 1.. 180.0 83" 165.0 81" 170.0 78" 175.0 76' jB 74" 185.0 72" 190.0 70' 195.o 08° 2000. 66" 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPARATION FROM GLASS FOR USE WITHIN THE HVHZ MINIMUM SEPARATION DESIGN PRESSURE (PSF) SHUTTER SPAN INSTALLATIONS 30' ABOVE GRADE (IN.) INSTALLATIONS >3V ABOVE GRADE (IN.) 29.3 158` 5.7" 3.6' 30 991, 3.01 1.5" 120° 3.0" 1.W 156' 5.7° 3.5" 40 80' 3.0' 1.1" 120" 3,0' 2.2" 132" 5.7' 28" 145" 5.7° 3.5" 50 60" 3.0" 1.1.. 99" 108" 3.0" 20" 120" 3.0" 25" 137" 5.7° _ _3.5" _ - ST 3.0" 1.2° 70 60" 3.0' 1.2" B4" 3.0' 1.6" 99, 3.0' 2.0" 126" 5.7' 3.5" so 60" 3.0' 1.2" 84° &0" 1,7" B9" 9.0" 2.3" 118" 3.5" 3.5" 110 80' 3.0" 1.3" 84" 3.0" 1.8" 99° 3.0" 2.5" 110" 3.3" 3.3" 120 60" 3.0" 1.3" 84" 3.0" 1.9" 105" 3.1" 3.1" TABLE 1 AND 2 NOTES: 1, HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED, FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. HURRICANE TABLE 3 ALLOWABLE SPAN SCHEDULE NON•HVHZ & ASTM DESIGN POSITIVE AND WNEGATIVE WIND WIND LOAD LOAD ALL (PSF) MOUNTING CONDITIONS TABLE 4 ALLOWABLE SPAN SCHEDULE ASTM WIND ZONE 4 & ESSENTIAL FACILITIES ONLY MINIMUM SEPARATION -GLASS' -Mos, _ DESIGN PRESSURE (PSF) SHUTTER SPAN _-FROM INSTALLATIONS 530'ABOVE GRADE (IN.) INSTALLATIONS 30' ABOVE GRADE (IN.) 30 60, 3.1' 1.1" RIP 3.1' 1.4" 120' 3.1" 1.9" 156` 5.8' 3.6" 40 60" 3.1" 1.1" 98" 3.1" 1.5' 106, 1201 3.1" 2.2' 132' 5.8" 27" 156° 5.8" 4.3" 50 60" 3.1" 1.1` 99" 3.1" 1.7" 108" 3.1" 20, 120" 3.1" 25" 15V 5.8" 6.2" 60 60" 3.1" LP ST 3.1" 1.8' 108" 3.1" 2.1" 12V 3.1" 2.7' 148' 5.8" 5.0" 70 3.1" 1.1" _60" 84" 3.1" 1.5" 99, 3A" 1.9" 120' 3.1" 3.0" 137' 90 60" 3.1" 1.2" W' 3.1' 1.6" 99" 3.1" 2.2" 120" 3.7" 3.8" 121" 6.8" _ 3.T' 110 84" 3.1" 1.8' 99" 3.1" 25" 110` 1 3.3" 3.3" 120 " 60" 3.1" 1.2" 1.8, 98" 3.1" 1 2.8" 105" 3.1" 3.0" TABLE 3 AND 4 NOTES: 1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ZONES 1 THROUGH 3 OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO, A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. S. ' LINEAR INTERPOLATION BETWEEN SHUTTER SPANS I5 NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. il-TCM-0005 I 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUT(SIDE)THE HIGH VELOCITY HURRICANE ZONE, AND THE )E INTERNATIONAL "D"" DINGANDD NCLBUD ES AND WINDZONE 4 & ESSENTIAL FACILITIES(ASCDEFINED IN. THIS ASTM E1996-06. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR E%AL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 2011202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM ASTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. 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 ANCHOR DESIGN. 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. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 8. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL 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. 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. 11. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E1886, E1996 & E330 TAS 201, 202 & 203 FLORIDA BUILDING CODE APPROVED 12. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. 13. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM. ALLOY. 14. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 15. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 16. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 17. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". I.B. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 19. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 20. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE 21. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRFSSt IRFS AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND 22. SHUTTER MAYBE INSTALLED WITH UP TO (2) ADDITIONAL m Zw J wPQ to wa r =w J PG xa E w 0 VARIES - NO LIMIT L❑ T TYPICAL- A000RDION 1 SHUTTER ELEV-ATIONJ N.T.S. D TRACK ,N 4/ ITTOM TRACK N 4t � U w y m � w o aW orP�� w N0� il-TCM-0005 .06 2.874" N r 3PROJECTION VARIES ,,Op68 .0682.78 .143' v I' 1. 017017, �� .143" .9971.709 •. 1.82 ��3.. .100' 1.908, 074 MAXI.1L3'' 2.. 143' m [99, ,195" 5 9 1.825" o J 1.8 0 143L 1.708 T .100",.1.708 100" 0 125N t 825 1.706' o IT 1.191 5•• 96tq___ 195" 0 0 0621, .. 1.510, 2 '.630 062 QO' 630' 1.510' . 062" 062" .200" .06V' 3o 62" .2o0" 'n �630'7 j ' ^ .61 m 1'� m 608 630 1.250" .971" •586 069 .971, .095" 1.708" 2822'. 2.728' 1.250" 1.200" .095'• ,030' 2.748' 5.745" M X. 5.745" MAX. 3.610" OWALL O BUILD OUT_ WALL " O HEAVY 2-LEG WALL O LITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL SCALE: HALF SIZ _ SCALE: HALF SIZE-- 3 SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.300" .250" 4.S10" r O7 SILL Og SILL ADAPTER SCALE: HALF SIZE SCALE: HALF SIZE 4.603, 30.225' ,314" 4.140" 043" 325" .258" .297" .060 ,150R .030R .054" .022" 1.625" .069" 3 TYP. 6.8 SLAT/BLADE 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE .130' 4.510" .3 4.102" zzr• 054" - - 1985'. 2195' Og EXTENDED SILL SCALE: HALF SIZE 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE. HALF SIZE SCALE: HALF SIZE 2.655' 2.365' ?�L✓�1 K� ° .510' .460' .085' T�I ya p m �• 1 -- o lam f j in .895' L-' O Z m ri i'T� F M o 060' o n s m g „--'_ C Ill O T 4.s10' 2.195' no 4.510'Ta X a a� �O EXTENDED SILL ADAPTOR �� MID SILL 12 MID SILL ADAPTOR 0 SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 0.080• a .662' .630' ,096' 2.822' 0.115' m 16 RADIUS CEILING HEADER/SILL a 0.096' SCALE: HALF SIZE •180' .420' lg WALL SILL CLIP SCALE: HALF SIZE o tu m17'IIII#.060' T1.570--510' gb WALL SILL I' .080' SCALE: HALF SIZE �+ 11- 0 IS ANGLE SCALE: HALF SIZE NYLON WASHER P(NYLON BUSHING OPTIONAL) ORALUM'NUM 14 x 2-3/4"410 HT S.S. CREW W/ C ULTRACOTE COATING YP TOP & BOTTOM) WASHER: 7/16"0 x 1/2" Cal INTERIOR JOINT TOP 7/16"0 x 1" (al INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 1.110' 443' 443 1.084' 1.068' N 3.443' .623' .09ot;6 o .239' .496' 17 .3750 ' 2.018010-24 THUMB 280" j•Da� STAINLESS STEEL 5. 10' SCREW Z m AS = y; .3200 HOLE m oNoz 50•,C N w NYLON u H o No y •9 r7 .DSO WHEEL .062' 4 1.100" .240'• yi6 ? 17s0••I ���h KtGtJJ DILL FOR USE WITH SCALE: HALF SIZE ® AND ® ONLY 21 SLIDE ROD SCALE: HALF SIZE l .250- 357' .276' m .062' N N .154.137' 2B BOX CENTER INSERT SCALE: HALF SIZE 1.978' 1.742' .236' 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE CYLINDER -SOLID BRASS, NICKEL PLATED 22 ROLLER ASSEMBLY NOUSWG-ZINC DICAST POWDER COATED SCALE: HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE OR THUMB TURN OPERATED INSIDE. 23 BRASS PUSH LOCK SCALE: HALF SIZE 27 RAINGUARD SCALE: HALF SIZE 2.125' .286' 1.603' 1224' 2E i '�6 r jjth r Y o� IVr � N � 4.000' • m o .' .224' 2.000' 28 DECORATIVE FLOOR TRACK SCALE: HALF SIZE .222'k-a' .062' .176' 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE SCALE: HALF SIZE SCALE: HALF SIZE 7/16"0 STAINLESS STEEL NUT 5.500' x 13/16' WIDE.400' r= A HEAD STYLE VARIES w 30 38 THUMB SCREW SCALE. FULL SIZE •250'.r-# 1/4-20x1 OR 5/16-18x1 N MACHINE SCREW STAINLESS :7AN M .188' THREAONTERNAL STEEL v TYP. 37 T-SCREW INSERT N L 4.500' : .1..699' POWDER COATED, ZINC DIE-CAST SCALE: FULL SIZE DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER INDUSTRIAL SYSTEMS (OPTIONAL) �7.000' 35 BOX LOCK SCALE: HALF SIZE 2X7 ANGLE SCALE: HALF SIZE ,3g SCALE: HALF SIZE 34 INSIDE CENTER MATE SCALE: HALF SIZE NOTE. ATTACHMENT SCREWS FOR END STRIPS SHALL BE 1110 FORK OR PHILUPS DRIVE SCREWS. HAND -TIGHTENED ONLY. in I I 11 254N 40a 40b 40c } " END STRIP 2" & 3" EXT ,P,f •125' SCALE: HALF SIZE a > u �m zg R ID W il-TCM-0005 4 FASTENER (a 18" O.C. EXISTING GLASS DIST, EXISTING GLASS (USE ANY ANCHOR SHOWN EDGE y.: IN ANCHOR SCHEDULE). DIST. < 4 F C{FF�oQ4 - Z�� • Z� yloza_ iw3�� EMBED SILL (INTERIOR) a"-N~�o y• a z�zo ALT. DIR ITION LL xti '9 a EMBED. 17 g o OF ANGL LEG II II Fjlj Z ov i _ - < � (INTERIOR) -- - — --- 7G - -- - - — - -- — - — — - / j - EDG __ O 2" 5" MAX. (ANGLE LEG 3 4 29a 29 W =�0 DIST. AY BE REVERSED) Z )uw 38 29 ASTENER (la 18" O.C. (USE ANY 13 r+ ANCHOR SHOWN IN ANCHOR NJ 3 b 13 13 13 21 a 23 29a 29b )$ w 13 SCHEDULE, 1" MIN. EDGE DISTANCE). TO & ZX NCI �. 29 #12 x 1/2" GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) Will w 3 m �+ 6.80" (TYP.) } OR S.S. SMS, 3/16"0 ALUM. INTO CENTER M ES 1/3 1/4-20x1 THUMBSCREW INTO POP RIVET, OR 1/4-20 TO 2/3 SHUTTER SPAN RECEIVING HOLE IIIW�i (EXTERIOR) SHALL BE 3/8" owS THREADED HOLE. LOCATED Cal MACHINE BOLT 8 NUT w -• MAX WIDTH UP u 1/3 SPAN TO 2/3 SPAN FROM ClD 18" O.C. 70 1" HEIGHY. § TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = V-0" 5 8'-3". USE TWO THUMBSCREWS ro ON BLADES > 8'-3", ONE Cd 1/3 SPAN SCALE: 3" 1'-0" B AND ONE AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR OF BLADE, TYPICAL. FOR LOCKING CENTER MATES USE (11 BRASS PUSH LOCK SHOWN ON RANDOM OR E S/✓ 18 THUMB SHUTTERS, A BRASS PUSH LOCK D DETAILS SCREW I O THREADED MAY BE SUBSTITUTED. WHEN USED WITH y,Y INSERT 7 AT 1/3 SPAN SEE END STRIP SCHEDULE w TO 2/3 AN FROM CENTERMATE #29 AS SHOWN, RECEIVING BOTTOM OF SHUTTER. HOLE FOR THUMB SCREW MAY BE 7/16" <i FORMA%.SPAN WHEN yg.� E RECEIVING HOLE SHALL BE 30 *mc ?�a USING LOa, 40b OR 40c H 3/8" MAX WIDTH, UP TO 13 - 1" HEIGHT. 30 <�END STRIP SCHEDULE 2 m iL PSF SPAN 62 108" 40 USE APPROPRIATE 1' B!O (2.T) STARTER STRIP TO E _ - -- p 82 94" 40 PROVIDE CLOSURE FOR --''''�� E 13 ® 1 2 80" 40 BUILDING CON01710NS. • 0 132 95" \ = 3 H 23 2"B!O (3.7' 72- 88" FASTEN STARTER a v 5 1 (INSIDE) ® 3° 2/#10xl" SCREWS STRIP TO ACK / N L—. 3"B!O (4.7") 62 efi AT CORNER / )I(rljVfryl� ® ez 79 ALTERNATE END STRIP DETAIL (HAND -TIGHTEN ONLY). L �/ 93'o $ S1a ~�� 0.093" 45 87" SCALE: 3" = 1'-0" ANY TRACK f° 13 .dJ imgQ 1 x0.093° 52 87" W/SCREW BOSSES. ANGLE 57 83' a ����o B0 W "3a "�a1�, 78„ p SILL 70 75 V) w F I O 2"x3" 45 139, U O (/) \ x0.125" 2 123" EXISTING GLASS t O z \` 13 ANGLE 60 120" I 30 7o iii" I _ INSIDE USE (1) BRASS PUSH_`S USE !11 BRASS PUSH LOCK (INSIDE) LOCK OR (1) 5/16-18 709;� �,,II a� OR (1) 5/16-18 THUMB 13 i'1p o:N SCREW I 0 THREADED y THUMB SCREW INTO(3� 2'k4" 45 145" "INSERT 7 AT 1/3 SPAN SILL 7 0 S! pp a THREADED INSERT 3-' 30 52 5" LL�< ¢ TO 2/3 S AN FROM / 9E AT 1/3 SPAN TO 2/ x0.125° } yN `�'R l 5� 67 129" BOTTOM OF SHUTTER 9 SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 0 125"�= m SHUTTER. RECEIVING HOLE SHALL BE 3/8'• 64 1_ L MAX WIDTH, UP TO 1" 3 70 116" a HEIGHT. 73 4" FDR GREATER SPANS OR LOA05 OTYPICAL OUTSIDE CORNER CLOSURE — ---- — — — THAN SHOWN IN END STRIP 5SCH30 ��3a� CC� 1'f(SED090'CLIP ANGLEMID END STRIPS aSPPNIRE A 13 30 D°PlPoONFFAANKLBBLYMpOPi DETAILS WO/CORNER POST NTS 13 ANCHOR SCHEDULLE& S113/4"TEK 31 3215 13 3 SILL SCREW OR114-20BOLTTOEND (OUTSIDE) S�TCM-000�5 STRIP' USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM - PAGe De50AIP7ION: BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE CC2 MULTIPLE SHUTTER ASSEMBLY DETAILS WO/CORNER POST NTS SCALE. 3" = 1'-0" � 3 m41y N i 0 c 2 FASTENERS —=.1 CJL-AN"F_- 1" x 2.. x 1/8" OR 2" x 2" x 1/8" ALUM.ANGLE - THREE 3/16"0 ALUM, POP RIVETS OR TABLE A"(003) PRESSURE VS ALLI/OWABLE LENGTH/ PSF 2"I'BXI08" 3PNo B/HOS" 62 130" 188" 72 124" 111. 82 119" 11.1 92 114" 165" 102 110" 160" 120 104° 147" !SO 97' 13V 200 88. 114" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cl CONNECTION TYPE \ REFERENCE ANCHOR / \ SCHEDULE FOR MAX SPACING ALUM. TUBE ` 6063-T6 ALLOY w H- ALTERNATE THRU BOLT o o Cl CONNECTION TYPE REFERENCE ANCHOR _ SCHEDUL13 SPA CIINGE FOR MAX. r 17 III I GLASS TTTAII OR DOOR —y �\ 3/16"0 ALUM. POP• \ 17 RIVET OR #12 SMS Cal 18" O.C. (TYP.) RNq lE _MAY USE MALE OR FEMALE LOCK -SLAT) _ ALTERNATE THRU BOLT i7 w w 0 C5 CONNECTION TYPE Cl CONNECTION TYPE CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. SPACING TABLE B (004) PRESSURE VS ALLOWABLE LENGTH PSF 2"x2"xl 8° WITH 3'X3"x1 8" WITH /O 62 113' 1%.. 72 107' 1S7" 82 101' 147" 92 95' 139' 102 90" 132" 120 83° 122° E1S0 74" 109' 200 64" 94" 3/16 RIVET OR #12 SMS 18" O.C. OR 1/4-20 NUT & BOLT (TYP.). 17 3/16C0 ALUM. POP ALUM. TUBE RIVET OR #12 SMS 6063-T6 ALLOY Cal 18" O.C. (TYP.) SEE TABLE B FOR SIZE. 2 FASTENERS EACH ANGLE 1" x 2" x .093" 6063-T6 ALUM. ANGLE, TYP. THREE 3/16"0 ALUM. POP RIVETS OR 17 THREE #12 SMS, TYP. a o 1" 13 OR 2" x 2" A,UM. ANGLE USE MALE OR FEMALE LOCK -SLAT) 0 TYPICAL CORNER CLOSURE DETAILS NTS EXISTING CONCRETE, BLOCK OR WOOD FRAMING E 1-1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" IN FOR WOOD FASTENER Cal 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). -2" x 2" x aw�zo- .090" 6063-T6 ALUM. TUBE TYP. < a 2" x 5" x 1/8" `� o x CONTINUOUS ,yr ALUMINUM ANGLE OPTIONAL ANGLE INSID ORIENTATION TYP. 13 #12 x 1/2" GALVANIZED (OUTSIDE) 0R s.s. SMS, 3/16 -ALUM. 1/4-20 SIDE CLOSURE OPTIONS POP RIVET, OR MACHINE BOLT & NUT SCALE: 3" = 1'-O" Cal 18" O.C. EXISTING STRUCTURE 1/4-20 MACHINE BO$Tp W/NUT Col 12" O.C. Ce Z; #14 SMS Cal 6" O.C. 2 q' (TYP. TOP & BOTTOfj) a'• OR oOf wO Sm UAL W =wad Lm$ F� wW ga 1A OI 3 J X F�wa 111 C= rn - r al. 1:0 OR, 11/4" MAX. FROf i� GUIDE TO BUSH r- -1 WASHER (TYP.) If 1" I 19 14x3/4" SMS Cut 9" O.C. ---/ ANGLE TO TUBE CONNECTION 2" x 2" x.125" 3ED. 6063-T6 ALUM. TUBE 5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE : 3"= 1'- 0" FOR ASTM w Wind Cone-4 W F J m *TAR F = p ¢ S E TABLE 4 13 o & FOR HVHZ N a N J SEE TABLE 2 p GLASS SEPARATION Q Q 0 Q OR DOOR TO GLASS E 0" wN \ EFERENCE POR MAPX. X NG CONCRETE,SCHEDULEC L BLOCK OR WOOD FRAMING li-TCM-0005 EE INSIDE SILL MOUNT SECTION "'LE 02 SCALE: 3"= 1'- 0" PAGE DESCRIPTION: 9 C5 CONNECTION TYPE ' FOR REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING STRUCTURE GLASS FOR AS16L Vf d Zone 4 z p - 0 O a ¢�w> GLASS ASM Vmd 2 e 4 AND ESSENTIAL w SPACING Cl CONNECTION TYPE S" MAX. 0� 1/4-20 MACHINE W/NUT 12"D.C.a •' Z OR DOOR o OR DOOR FACILITIES w r m REFERENCE ANCHOR 79 #14 SMS 6" O.C�•• C� ESSENTAL 1- m m F w > > SCHEDULE FOR MAX. D FACILITIES G SEE TABLE 4 r m = O SPACING /2" (TYP. TOP & BOT Z SBE TABLE 4 k FOR HVHZ z = w a tz 13 In w ll ° ' &FOR HN1TZ SEE TABLE 2 FOR MIN. 13 = M = w 2� •, 1/4"-20 THRU BOLT W/ SEE TABLE 2 FOR MIN. X In - w a = ¢ #12 1/2" SMS 12" D.0 @ SEPARATION l0 _ X w 0 z Q �.`s LOCK NUT 12" O C OR W12.� _ .. _. __ SEPARATION __ _. _.._ _ ,� i r m ._ __. -_-_ w = OR 3/16"B ALUM POP__ _ _. ._4 _ _..: ALUM. POP RIVETS (o) 12" O.C. TO CLASS - _ __ - -_ ff _ _ �R O-_a r Q - _ _ p 'A R 6 OR /��� . w • WvJ 1g A�._.IL RIVETS @ 6 O.C. E.S. 1\ J r w w x u1 OR 1/4"0 ALUM. POP RIVETS / w 11 AND 2O FOR ASTM 9QV W @ 12" O.C. E.S. ASSEMBLY 1/4" MAX. FROM PINy,Lndon Zone 4 13 r N = o a a W w Z ti / 1/4" MAX. FROM PIN 1/2" 1/2" TYP GUIDE TO BUSHING A r w w O X L In W o 09 AND OO GUIDE TO BUSHING W WASHER (TYP.) FCcrunAl = Z Z w N 9 qp ASSEMBLY WASHER (TYP.) GLASS FACILITIES ut r O vl W W 'a 3 / 1/2" 1/2" TYP. EXISTING CONCRETE, w 4 CONNECTION TYPE OR DOOR SEE TABLE 4 X z p z m 3 a �• J o BLOCK OR WOOD FRAMING REFERENCE ANCHOR &FOR HNi2 a ¢ Q a N a S, EDGE SEE TABLE 2 F 0,1 o Tu Z✓ w / 3 CONNECTION TYPE DIST. SCHEDULE FOR MAX. FOR NW m b W REFERENCE ANCHOR SPACING AS SHOWN SEPARATION a / ws-U41SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) TO GLASS IST, SPACING AS SHOWN REFERENCE ANCHOR H `I 1n/ / 3 CONNECTION TYPE IN DIAGRAM ON PG. 10) SCHEDULE FOR MAX. Ij 1I SPACING. ALT. FASTENER p i0 OR fi R YYYLLLJJJ REFERENCE ANCHOR EXISTING CONCRETE, LOCATION. FRONT AND w p �Z 0 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMI BACK ANCHORS NOT REO'D 2•, 1/4" MAX. FROM PIN / T SPACING. ALT. FASTENER WITH THIS LOCATION Cl CONNECTION TYPE GUIDE TO BUSHING / I © LOCATION. FRONT AND WASHER (TYP.) / l BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION REFERENCE ANCHOR FROM O WITH THIS LOCATION SCHEDULE FOR MAX. 19 m,o 5 f PIN GUIDE TO SCALE : 3"= 1'- 0" SPACING 5 CONNECTION TYPE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR { r (TYP.) A SCALE : 3 1'- 0" SCHEDULE FOR MAX. :n _� m \ EXISTING CONCRETE, SPACING C 1i M / NOTE: FOR DETAILS A, B. D, AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. O Z / THE BASE TRACK MAY BE INSTALLED IN SECTIONS In WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS CO BUILD OUT MOUNT SECTION / A MINIMUM OF TWO SETS OF ANCHORS AND IS A SCALE : 3 7'- 0" E g Q TYP. BOTTOM MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK EXISTING CONCRETE, K USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONS. c? EXISTING 333 EXISTING CONCRETE, STRUCTURE c g BLOCK OR WOOD FRAMING EDGE DIST ' 4 CONNECTION TYPE C2 CONNECTION TYPE W/ EXTRUSION /�2 v EMBED. 1 CONNECTION TYPE d REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE W/ EXTRUSION #1 REFERENCE ANCHOR SCHEDULE FOR MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. W EO E S SPACING _ SSC PACING HEDULE FOR MAX. '� O SPACING AS SHOWN - - IN DIAGRAM ON PG. 10) 1416 1/2" 3 4 OR wow p L. r w w O GLASS N IA- i� N 1/2" ¢ OR DDO@ tlL 13 D Zww FOR ane4 w #12 x 1/2" SMS 12" SEE T L 2 Bg O.C. OR 3/16"B ALUM. &FOR HYHZ M m 73 r N= p o e SEE TABLE 2 owJ r >>� POP RIVET S(Bl 6'O.C. X oZm GLASS OR IS FIXtASTM -- '' r N o 0 OR 1/4"B ALUM. POP SEPARATION Q u a H DOOR an r G Z 13 0 = x RIVETS �l0 12" O.C. TO C1A55 L a & FO,R HVHZ X w o Z m g9p, GLASS F I I E NromwJ uw SEE TABLE2 Q X4F ��� y0 R DOOR w 0 Z m Ig FOR MIN. 0 ® L 1/4-20 S.S.MACHINE H4H. �4�k FOR C J U a F 07 AND OB 1/4" MAX. FROM PIN T�i1AGIASSN J u M SCREW & NUT (m SEPARATION TO L m ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING a 6� 12" 0 C GLA55 4 TYP. WASHER (TYP.) L3 r �y ■ w w 1/4" MAX. FROM PIN gy 1/4" MAX. FROM PIN m GUIDE TO BUSHING yp X GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2 1&R02 WASHER (TYP.) @ ! a WASHER (TYP.1 EDGE REFERENCE ANCHOR pR� a S 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. C2 CONNECTION TYPE W/ EXTRUSION jf2 OpIRiPNML80WACODPE s BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN REFERENCE ANCHOR ON TYPE W/ EXTRUSION N1 11-TCM-0005 FRAMING BLOCK OR WOOD FRAMI 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) ®.OR REFERENCE ANCHOR SCHEDULE FOR MAX. 3" z 3" x 1/4" CONT. 4 CONNECTION TYPE #12 x 1/2" SMS 12" SCHEDULE FOR MAX. SPACING sure: 02 (CT PAGE DESCRIPTZON7 6063-T6 ALUM. ANGLE REFERENCE ANCHOR O.C. OR 3/16"B ALUM. SPACING. ALT. FASTENER EXISTINGWOOD CONCRETE, (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @m 6" O.C. LOCATION. FRONT AND BLOCK OR WOOD FRAMING SPACING OR 1/4"0 ALUM. P BACK ANCHORS NOT REO'D AS SHOWN DASHED) WITH THIS LOCATION -------�- RIVETS (al 12" O.C. Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WZL/8UIkD,.,,OUTj SCALE , 3"= 1- 0" SCALE : 3"= 1'- 0" SECTION —(7J/ SCALE--3'=-1'-0-j FOR ASTM Wind Zone 4 AND ESSENTIAL FADUTES SEE TABLE 4 & FOR HVH w vi GLASS SEE TABLE 2 FOR MIN. Z -� OR SEPARATION TO GLASS 13 0 0 a DOOR 0:1� �0uw n _ a �Qz Q xwQ o X 0 N Z �0 X � N < EXISTING 1/4_20 STRUCTURE ALT. LEG DIRECTION MACHINE (2) 6063-T6 ALUMINUM BOLT W/NUT ANGLES PER BEAM END, Ca 12" O.0 OR • .I SIZE PER SPAN TUBE #14 x 3/4" 0 ALL TS SOLID -_ I SCHEDULE SMS 6" O.C. ANCHORS - SPAN TUBE i 7/8" MIN. _ PER DESIGN =DIMENT IN _ =RETE OR 1 a ACCESS HOLE SCHEDULE MIN. -J D. ED . DIST. _- -f - - I/2" 1 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) GLASS TWO 1/4"0 WOOD OR DOOF LAG SCREWS Cal 24" O.C. MAX. WITH 2" THREADED PENETRATION 3" MIN. "I" INTO CENTER OF STUDS ED. DIST. EMB. "T' 14 SMS Col MIDSPAN BETWEEN ' STUDS FOR TRACK TO 1" x 4" PLYWOOD & TUBE CONNECTION 1/4"0 ALL STUCCO FINISH I" x 4" x .125" POINTS SOLID in SET ANCHORS 6063-T6 ALUM. TUBE WITH 7/8" MIN. EMBEDMENT IN THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. BLOCK, 3" MIN SPACING AND 3" OWALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SCALE : 3"= 1'- 0" ALSO BE USED EXISTING AT TOP STRUCTURE FOR ASTM Wind Zone 4 I -GLASS OR DOD SEE TABLE 2 FOR MN. SEPARATION TO GLASS 54 16 E, OPASS THRU DETAIL SCALE : 3"= 1'- 0" 1 Z� F5 6 1416 o y m u M FOR ASTM Wind Zone 4-AND 'SENIIAL FACILITIES SEE TABLE 13 a o 4 & FOR HVHZ SEE TABLE 2 W IR MIN. SEPARATION TO CLASS In m 1/4"0 THRU BOLTS =O=Q SEE BEAM w F SCHEDULE FOR w j REQUIRED NUMBER _ 5 6 1416e ` 1/4^ MAX. FROM w PIN Z �1 SPAN TUBE SCHEDULE ALLOWABLE BE NUMBER OF NUMBER OF MINIMUM AN TUBE SHUTTER SPAN THRU-CHORSBOLTS AN LENGTH ANGLEPER -SIZE--SPAN- - --TOP-'_ D70M_-T.OP-_B.T:hL-.OP=_8.TT._ITOP-_B.OfTOIfA= TUBE BE TUBE TUBE TUBE TUBE TUBE TUBE 123.N 135.2" 2 2 2 3 4° 7" 2°XSk ' 96, 10L7° 108.9" 2- 2 3 3 7' 7' 0.125" 123" 1 69.9" 94.4" 2 2 3 80° 129.1" 157.0" ' 2 2 2 3 4° 7° 2'x6'k B6° 114.B° 124.1" 2 2 3 _ 3 7' 7° 0.125' 123" 1028" I 109.8" 2 2 4 4 10" 10" 60° 138.0" 196.9" 2 2 3 3 7" 7' 271B"x W 1227" 155.7' 2 2 3 4 7° 10" 0.125' 123" 115.4" 137.5- 2 3 4 5 10" 13' 60' 158.1" 240.0" 2 2 I 3 4 7" 10° 2"x10°x �° 140.8" 229_9' 2 3 4 6 10" 16" 0.1876" 123" 132.2" 203.1" 3 4 5 7 13" 19" TUBE PER DESIGN JSPAN SCHEDULE ... / 1/4-20 MACHINE BOLT I� `LZ) 6063-T6 ALUMINUM W/ NUT col 12" O.0 ANGLES PER BEAM END, SIZE PER SPAN TUBE OR #14 x 3/4" SMS (al 6" O.C. SCHEDULE ALT. LEG DIRECTION ACCESS HOLE EMBED. MAX. DESIGN LOAD = ± 72 PSF BEAM SPAN SECTION ¢ Ow = SCALE : 3"= 1'- 0" H o i H 1 13 = In N a X Z Q a E M 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4" TILE ITYP.I FINISH MATERIAL 3/4" PLYWODD 1/4"0 A325 GRADE THRU BOLT Cal 7" O.C. OR 5/16"0 A325 GRADE THRU BOLT Cut C. O.C. GALV. OR S.S. 1/4"0 ELCO ULTRACON TO CONCRETE/CMU S" O.C. W/1-1/4" MIN. EMB. OR 1/4"0 LAG SCREW Cal 9" O.C. W/1-7/8" MIN. EMB. IN WOOD SG=0.42. TO 0.55. 2" x 5" x 1/e" CONT. ALUM. ANGLE (6063-T6) (MAX. DESIGN LOAD EXISTING WOOD TRUSS OR RAFTER 1/2"1 1@ 24' MAX. O.C. EXISTING FINISH MATERIAL- 1" x 4" x 1/B" 6063-T6 ALUM. TUBE W/ THREE 1/4"0 WOO. LAG SCREWS WITH 2-3/4" MINIMUM THREADED PENETR. "T" IN WOOD Cd EACH RAFTER OF TRUSS! 24" O.C. MAX. WHERE TUBE EXTENDS BEYOND1 ' LAST TRUSS MORE THA1� 6", EXTEND TUBE TO NEXT TRUSS. \ 1/4-20 S.S. MACHINE SCREW (al 12" O.C. IN BETWEEN TRUSSES (MAX. DESIGN LOAD ± 72 P.S.F.) SPAN TUBES HEDPLE NOTES: 1. USE 2"x3' xl 4 OR 2"x5"x1 4" ANGLES FOR WINS" & 2"x6" BEAMS. 2. USE 2"xS"xl/4" ANGLES FOR 2"x8" & 2"x10° BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL J. 4. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. 5. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS, ANCHORS, ANGLES AND BOLTS , WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS AB VE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED, 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 1 II i iA] w pL-ERNp,TE ~ � 1 V S 2" x 5" x 1/8" 6063-T6 w ALUM. ANGLE W/ THREE Fw»w 1/4"0 WOOD LAG �' SCREWS WITH 2-3/4" 13 = = Z •- MINIMUM THREADED w ❑ w PENETR. "T" IN WOOD Cal X w ❑ Z M Q F EACH RAFTER OF TRUSS. 1 p 24" O.C. MAX. WHERE u Tan ANGLE EXTENDS BEYOND Q LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS. MOUNT SECTION OTRUSS SCALE : 3"= 1'- 0" jU�LL� GLU Z rm$ W MA w 3 In ,pa mw •• N0� ll-TCM-0005 SMILE, 07 PAGE DESCRIPTION: WE • GLASS OR z GLASS OR DOOR O - DOOR m OR ASTM one 4 ND p a W O v F Rne 4 ANm W O a PA FACT SEE F u a1 FAC t ¢ Q w r J =HVHZ=SEE='AEIL —2-FOR-HIN.—' SEPARATION '0 X N SEPARATION TO CUSS 4 = w CLASS 1n p o 13 r F m X W p w t3 a ¢x Cl WFQ pr f JON RE / .25D" 1/4"0 TAPCON C@ 24" 28 ua 1 sa i - -- �r ; CIS CONNECTION TYPE O.C. WITH 1-1/4" MIN. REFERENCE ANCHOR O EMBED. _ - SCHEDULE FOR MAX. SPACING �w \ EXISTBLOCKINGCONCRETEOR /w E LO KI ONLY. WOOD IS ' / / \ FRAMING & WOOD ANCHORS -`OT ACCEPTABLE EXISTING CONCRETE BLOCK ONLY. WOOD " \ FRAMING-& WOOD AP D DIST. \ \ ,yNOT ACCEPTABLE O•D ORATIVEx FLOOR `.=TR'ACK ORECESS SILL DETAIL scALE SCALE : 3"= 1'- 0" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER ITYP.)t-7-- I­ xl"xl/B" & 1"x2"x1/S" 6063-T6 ALUM. ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK WHERE FRONT OF EXTRUSION IS CONTINUOUS, REINFORCEMENT IS NOT REQUIRED. APPROVED MOUNTING MB CONDITION, MIN. OF TWO PER PIECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECE TYP. SECTION FOR SHUTTERS Pl SCALE: 3" = 1'-0` OR GLASS OR DOOR 4 B FOR HVHZ SEE w TABLE 2 FOR YIN. SEPARATION TO CLASS f Q F- rwx . N []m x R .t-o-r-o 13 XZOu� Q JOZ U Q a vai : 250" EMe. g 18b 0- _ EXISTING STRUCTURE OO WALL MOUNT SILL DETAILMx1STING FINISH SCALE : 3"= 1'- 0" ATERIAL 0R©CUT IN 4" INTERVALS TO FOR U E IN DETAIL P1 FOR ADDITIONAL INFO). TYP. TOP & BOTTOM. FASTENER Cal EACH 4" CUT SEE ANCHOR SCHEDULE BASED ON C4 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE 1"xi"x1/B" & 1"x2"xl/B" 6063-T6 ALUM. ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK. WHERE FRONT OF EXTRUSION IS CONTINUOUS REINFORCEMENT IS NOT REQUIRED. �OO APPROVED MOUNTING CONDITION. MIN. OF TWO PER TYP. ALTERNATE SECTION FOR SHUTTERS P2 SCALE: 3" = V-0" S FINISH RADIUS HEADER MOUNTED PARTIAL ELEVATION SCALE: 3" = 1'-0' 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) Q�Y ZZY > a s W w r � z � 'vre'r'm'o. - <m°d 1/4-20 MACHINE BOLT W/ NUT Cal 2" O.C. 19 CUT AT INTERVALS T FORM CURVE ISEE DETAIL P�i P2 )' 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER Cal EACH 4" PIECE pOCURVED TRACK SECTION DETAIL SCALE : 3"= 'P- 0" ` N f/t yi YI73 WOI�Qm �cc0 OZm��v � IF�A- �� S W O E 3s d 11-TCM-0005 9 HEDULE: CONCRETE f j _ ANCHOR LOAD (psf) 2.5" MIN EDGE DISTANCE Spans Uo To 6'-O" CONN TYPE Cl C2 C3 C4 CS C6 Spans Up To 8'-8" _ CONN TYPE - CL C2 C3 C4"I CS C61: Spans Up: S-O" CONN TYPE Cl I C2 I C3 C4 I CS C6 1/4" ITW TAPCON OR ELCO ULTRACON WITH 1 3/4 4 EMBED'(3192psi_MIN'CbNC) -' -` -c 48 16.0" 16.0" 116.0" 16.0" 16.0" 16.0" 16.0" 16 0 10 5 10 0 I16"0 13 0 15.5 16.0' 6.5" 6.0' 9.5' 9.0" _� 72 " 16.0" 16.0"112.5" 12.0" 16.0" 14.5" 16 0 16.0 I6.0 10.0 - I6.0" 12.5" 15.5" 16.0" 6.5" 6.0" 9:511' '-9.0" 9.0" 8.0" 4.0" sa. 6.0" 110 14.5" 14.5" 6.0" 5.5" 8.5" 8.5" 9.0" 7.5' 4.0" 4.5" 6.0" 7.5" 6.0" 5.0" 200_ 7.5"- 6.0_' 71" 7,5" 6.0" 5.0" 7.5" 6.0" 5.0" -- f/4°-MILLENIUM=MILLFAST---=48- WITH 1-3/4' EMBED (3275psi MIN CONCRETE) 16:0" 16.0" 56:0"-.1"6:07_56= 16(0'-`. f�0^ f6.0'-'::fP.O" 10.5" 16.0'_' f4:0:'-:SASS'S 14i51, -6:5"= _6F0"i =901 =9:5'" 62 16.0" 16.0" 1L 12.0" 16.0" 15.5" 16.0" 16.0" 8.0" 7.0" 12.0" 11.0" 10.0" 9.0" S.W. 4.0" S.S' 7.5" 72 I6.0" I6.0" 10.5" 9.5" 16.0" 13.5" 14.5" 14.5" 6.5" 6.0" 9.0" _-_ 9.5" 8.5" 7.0" 4.0" 110 13.0" 13.0" 6.0" 5.5" 8.0" 9.0" 8.0" 7.0" 4."' 4.5" 6.0" 6.5" 5.S' 5.5" -- 200 6. 5.5" 5.5" -- 6.5" S.S' 5.5" 6.5'. 5.5" 5.5" 1/4' ELCO CRETEFLEX SS4 W/ 2" EMBED (3350p it MIN CONC) Ujulul� 48 I6.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.0" 16.0" 16.0" 26.0" 16.0" 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.0" 10.5" 16.0" 16.0" 14.5" 13.5" 72 I10 200 I6.0" I6.0" 10.0" I6.0" 16.0" 8.0" 15.5' 9.0" 5.0" 14.5" 8.0" 4.0" 16.0" 11.5" I s.o" 16.0" 13.0" 8.0" 16.0" 12.0" 10.0" 16.0" 50.0" 8.0" 10.0" 6.0" 5.-" 8.5" 5.0" 1 4.0" 12.5" 6.0" 15.0" 14.0" 9.0" 8.0" 12.0" 10.0" 10.0" 10.5" B..' 8.0^ 1/4' ITW TAPCON OR ELCO ULTRACON WITH 1-3/4" EMBED (3192Dsi MIN CONC) BED (3192psl MIN CONC) I" MIN EDGE DISTANCE / Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 48 16.0" 16.0" 7.5" 7.5" 16.0" 7.5" I6.0" 16.0" 5.0" 4.5" 16.0" 5.5" 15.0" 15.5" 9.5" 62 I6.0" 16.0" 5.5" 5.5" 16.0" 6.0" I6.0" 16.0" 12.5" 4.0" 30.5" 9.5" 6.0" 72 16.0" 16.0" 4.5" 4.5" 16.0" 5.0" 15.0" 15.5" 9.5" 9. OW" 7.5" 4.5' 110 14.0" 14.0" 8.5" 8.5" 7.5" 4.5" 7.0" 6.0" 200 7.0" 6.0" 7.0" 6.0" µ� 1/4" MILLENIUM MILLFAST WITH 1-3/4" EMBED (3275psi MIN CONCRETE) 48 16.0" 16.0" 13.0" 13.0" 16.0" 13.5" 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 11.5" 11.5" 4.5" 4.0" 1.0" 6.5" 62 16.0" 16.0 9.0" 8.5" I6.0" 10.5" 14.0" 15.0" 5.5" SA" 9.5" 7.5" 8.0" 7.5" 4.F' 5.0" 72 16.0" 16.0" 7.5" 7.0" 16.0" 9.5" 11.5" 11.51, 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" 4.5" 110 B. 10.5" 4.5" 4.0" 6.0" 6.0" 6.5" 5.5" 4.0" 5.5" 4.S' 200 S.S' 4.5" 5.5' 4.5" 5.5" 4.5" z Ou 1 4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8" EMBED & 114-20 SS MACHINE SCREW (3000psi MIN CONC) 1-1/4' MIN EDGE DISTANCE Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 I CS C6 48 16.0 16.0" 9.5" 9.5" 16.0" 10.0" 16.0" I6.0" 6.0" 10.5' 11.01, 3.5" 3.5" 6.5" 4.5" 62 16.0" 16.0" 7.0" 6.5" 16.0" B.0" 13.5" 14.5" 4.5" 7.5" 7.0" 4.0" 3.5" 16.0" 16.0" 5.5" S.5" 16.0" 7.0" 10.5" 11.0" -72 3.5" m 6.0" 5.5" 3.0" 3.0" 110 10.0" 30.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5.0" 5.0" 4.0" 200 'S.0" 4.0" 5.0" 4.0"5.0" 4.0" 1/4" ALL -POINTS SOLID -SET ANCHOR W/718"EMBED & 1/4-20 SS MACHINE SCREW (3000psi MIN CONC) •10.5" 3' MIN EDGE DISTANCE Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 48 76.0" 16.0 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.0" 13.0" I6.0" 16.0" 16.0" 16.0" 8.S' 7.5" 33.01, 12.0" 62 16.0" 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 10.01, 9.0" 1S_0" 13.5" 12.5" 11.5" 6.0" 5.5 7.0" 9.0" 72 16.0" 16.0" 13.0" 12.0" 16.0" I6.0" 16.0" 16.0" 8.5" 7.5" 11.0" 10.5' 9.0" 5.0" 4.5" 5.5" 8.0" 9.0" 5.0" 4.5" S.S' 8.0" 8.5" _-- 7.0" 4.0" 3.5" 4.5" 6.5" 200 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" B.5" 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3:5" 4.5" 6.5" 1/4" POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000psl MIN CONC) • 2-5/8" MIN EDGE DISTANCE Cl C2 C3 C4 i CS C6 Cl C2 C3 C4 CS C6 I Cl C2 C3 C4 CS I C6 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 9.5" 116.0" 13.0" 12.0" 12.5" 6.0" 5.5" 7.5" 9.0" 62 16.0" I6.0" 12.0" 11.0" 36.0" 14.5' 15.0" 16.0" 7.5" 6.5" Ti 1", 10.5" 8.5" 8.01, 7.0" 72 16.0" 16.0" 9.51' 9.0" 16.0" 12.5" 12.0" 12.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6.0" 6.0" 110 200 11.0" 5.5" 11.0" S.5" 5.0" 6.5" 8.5" 1/4" POWERS SS DROP -IN W/ 114-20 SS BOLT AND 1" EMBED (3000pM MIN CONC) • 3-1/2" MIN EDGE DISTANCE Cl C2 C3 I C4 C5 _ C6 I Cl C2 I C3 I C4 CS I C6 Cl C2 C3 C4 C5 C6 48 16.0" 16.0" Mo. 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 10.0" 16.0" 14.0" 13.0" 13.0" 6.5" 5.5" 8.0" 9.5" 62 16.D" I6.0" 13.0" 2.0 12.0" 16.0" I5.5" I6.0" 16.0" 0.5 0.0" 7.0" 10.5" 11.0" 9.0" 9.5" 8.0" 5.0" 5.0" 7.5" 72 16.0" 16.0" I3.0 16.0" 13.5' 13.0" 13.0" 6.5" 5.5" 9.5" 6.5" 6.5" I10 12.0" 11.5" 6.0" 5.5" 7.0" 9.0" 7.5" 6.5" 6.5" 6.0" 5.0" 5.5" 200 6.0" 5.0" 5.5" 6.0" 5.0" 5.5" 6.0" 5.0" 5.5" &12 SMS W/ 2" EYEWALL 2" MIN EDGE DISTANCE _ _ CI C2 C3 C4 CS C6 _ _ Cl C2 C3 C4 CS C6 Cl _ C2 C3 C4 i C5 C6 ARMOR INSERT W/ 2" EMBED (2000p i MIN CONC) 48 16.0" 16.0" 13.0" 13.0" 16.0" 13.5" 16.0" 16.0" 8.0" 7.5" I6.0" 9.5" 14.5" 15.0" 5.0" 4.5" 19.0" 6.5" 62 16.0" 16.0" 9.5" 9.0" 16.0" 10.5' 16.0" 16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" 72 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 14.5" I5.0" 5.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.9" 4.5" 4.5" 110 11L 13.5' 43' 4.0" 8.0" 6.0" 8.5" 7.0" 10" 4.5" 4.0" 7.0" 5.5" 3.5" 3.5" 200 7.0" 5.S' 3.5" 3.5" 7.0" 5.5" 3., 3.5" 7.0" 5.5" 3.5" 3.5" R12 SMS W/ 2.75" EYEWALL ARMOR INSERT W/ 2.5" EMBED (2000psi MIN CONC) 48 16.0" I6.0" 16.0" 16.0" I6.0" 16.0" 16.0" I6.0" 11.5" I1.0" 16.0" 14.0" 16.0" 36.0" 7.0" 6.5" 11.5" 9.5" 62 16.0" 16.0" 13.5" 13.0" 16.0" 15.5' 16.0" I6.0" 8.5" 8.0" 1L OIL I 12.0" 5.5" 4.5" 7.5" 7.5" 72 110 16.0" 16.0" 16.0" 16.0" 11.0" 6.S' 10.5" 6.0" 16.0" 10.5" 13.5" 9.0" 16.0" 11.0" 16.0" 95" 7.0" 4.5" 6.5" 4.0" 11.5" 5.5" 9.5" 6.0" 11.0" 9.0" 9.5" 7.5" 4.5" 3.5" im 6.0" 5.0" 200 9.0" 7.5" 3.5" 3.0" '4.5" 5.0" 9.D" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 5.0" TOP FLANGE 2 x S P OUTSIDE ANCHOR (SEE SPACING 7i SECTION XI � �.� O � m; O O O m' I x S (TYP') I x S [[�� INSIDE 3 OR O4 HEADER / SILL BOT. FLANGE gNCHOR (SEE SPACING SECTION Xl NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR Cl CONNECTION TYPE: - Cl CONNECTION TYPE USING PIECE ® OR Q 7 /JCOMBINATION2 x S (TYP.I 11COMBINATION 9 /COMBINATION O 1 x 5 ITYP.I 2 z S (TYP.I NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 Sc C4 CONNECTION TYPE: C3 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE ANCHORS ONLY C4 CONNECTION TYPE USING PIECE (3) OR © WITH OUTSIDE ANCHORS ONLY ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING LIMITED TO1TH0 E SHOWN IN TABLESPANSABLE STORM SHUTTER 1 OR 3 AS APPLICABLEO(Pg 1)UST BE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETEASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 7. WHERE EXISTING VARY. FIELD VERIFY THAT FASTS ERS ARRE IS WOM E INTO A EQUATE WOOD FRAM NGONS MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" MIN.) WOOD STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMIN TIN SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ® DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHER WINGNUT. 10, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 11. WHEN ANCHORING TO HOLLOW BLOCK, "S DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK ll-TCM-0005 10 9 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCS( (CONT.' _____2"MINED13EDISTANCI J�N__ CONN TYPE CONN TYPE CONN TYPE Cl I C2 C4 CS Cl C2 C3 C4 M b � = i N ANCHOR LOAD (psf) 4" MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE Cl C2 C3 C4 C5 Span"' Tp B'-B" CONN TYPE - Cl C2 1 C3 I C4 C5 Spans Up To IT-O" CONN TYPE Cl C2 C3 C4 C5 5/16" ITW TAPCON XL W/ 2-1/4" MIN. EMBED 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.01' 16.0" 16.0" IL 16.0" A.0" 10.S' 9.5" 15.5" 62 I6.0" 16.0" 16.0" 16.0" 16.0"L16.01' 12.5" 11.5" 16.0" 16.0" 16.0" 8.0" 7.0" 10.0" 72 110 200 16.0" 16.0" 16.0" 10.0" 5.5" 15.5' 16.0".0" 9.0" 14.0".5" 4.5" 6.0" .0" 10.5" 6.5" 5.5" 9.5" 5.5" 4.5" 15.5" 7.5"12.0" 6.0" 14.5" 12.0" 12.5" 6.5" ID.O" 5.5" 10.0" 5.5" 5.5" 8.0" 4.5" 6.0" 4.5" 6.0"5/16° LL p o0 ELCO ULTRACON W/ 2-1/4" MIN. EMBED 48 13.5" 13.5" 16.0".0" 8.0" 7.5" 16.0" 9.5" 9.5" l 6.0" 62 11613.5" 9.5" 8.5" 16.0"2.5" 5.5" 5.0" 8.0" 6.5" 6.072 7.5" 7.C" 14.0".5" 6.0" 5.S' 5.0" 200 412 SMS W/ 2" EYEWALL ARMOR INSERT W/ 2" EMBED Q Q 2" MIN EDGE DISTANCE Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 48 16.0" " IO.S' 10.5" 16.0" 16.0" 16.0" 6.5" 6.5' 16.0" 12.5" 12.5"j.0" 3.5" 7.5" 62 16.0" " 7.5" 7.5" 16,0" 15.5" 16.0" 5.0" 4.5" 10.5" 9.0" 8.0".0', 5.0" 72 16.0" " jS�.O 6.5" 6.0" 16.0" 12_5" 12.5" 4.0, 3.5" 7.5" 7.0" 6.5" 4.0" 110 11.5" " 4.0" 3.5" 7.0" 7.0" 6.0" 3.5" 6.0" 'S.0" 3.0" 200 6.0" 3.0" 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" ANCHOR SCHEDULE: WOOD (G=0.55) F �a15 Spans Up To 6'-0" Spans Up To S' C LOAD CONN TYPE CONN TYPE O � ANCHOR (psf)r' x IK' LAG SCREW WITH 1-3/4 MIN THREAD PENETRATION N 7/16' WOOD �BUt51H N WITH u 1.13° MIN EMBED & 1/4-20 SS MACHINE SCREW O 0 .HE O �+ 014 SMS. #I4 WDDD SC.REN CONN C2 i C 200 960" 7.5" 2.5" 2.5" 4.11,2.5" 2.5" 4S" 9.0" 7.S' 2.5" 2.5" 4.5" ANCHOR SCHEDULE: E ULE: WOOD G=0.42 G s ANCHOR LOAD (psf) 3/4" MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE Cl C2 C3 I C4 CS Spans UP To 8'-B" CONN TYPE Cl C2 C3 I C4 C5 Spans Up To IT-0" CONN TYPE Cl C2 C3 C4 C5 v, 1/4" LAG SCREW WITH 1-3/4" MIN THREAD PENETRATION 48 16.0" 9.0" 9.0" 16.0" 16.0" 16.0" 6.0" 5.5" 16.0 15.0 16.0', 3.5" 3.5 10.0" 62 16.0" 6.5" 6.5" 16.0' 16.0, 16.0" 4.5" 4.0" 13.5" 11.5" 10.5" 2.5" 2.5" 6.0" 72 16.0" 5.5" 5.5" 16.0" 16.0" 16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 1.0" 110 14.5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7,5' 6.0" 2.0" 4.0" 4.0" 200 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" O 00 #14 SMS, #14 WOOD SCREW OR I/4° POWERS TAPPER+ WITH 1-3/4" MEN THREAD PENETRATION 48 [17.5 16.0" 9.5" 9.5" 16.0" 16.0" 16.0" fi.0" 5.5" 16.0" 11.0" 11.5" 3.5" 3.5" 7.0" 62 I6.0" 7.0" 6.5" I6.0" 14.0" 15.0" 4.5" 4,0" 9.5" B.0" 7.0" 2.5" 2.5" 4.5" 72 16.0" 5.5" 5.5" 16.0" 11.0" 11.5" 3.5" 3.5" 7.0" 6.5" 5.5" 2.0" 2.0" 3.5" 110 10.0" 3.5" 3.0" 6.0" 6.5 5.5 2.0 2.0" 3.5" 5.0" 4.5" 2.0 2.5"200 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" 2.S' ANCHOR NOTES: SEE SHEET 10 FOR ANCHOR NOTES. ll-TCM-0005 eaL�02 PAGE DESMA-1ON: 12 0.032" 0. 02.875" r0.188" 03.250" LIGHT-N-VIEW WINDOW � N.T.S. SABIC PLASTICS SLX1431T•UL-94HB RECTANGULAR WINDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES Z- f p ~ SI O r 1.500" x 6.000" HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) } st 3.5" MIN. TYPICAL RECTANGULAR WINDOW ASSEMBLY 4 BLADE W RECT. WINDOW 13 N.T.S. EXTERIOR ELEV (ROUND WINDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES 2.875°0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY ROUND WINDOW ASSEMBLY 12° MIN FROM EDGE OF SHUTTER, rEDGE OF ACCORDION TOP OR BOTTOM I 1 SHUTTER BLADES 3.5" MIN TYPICAL 2.875"0 HOLE 7RECEIVEROUND WINDOWMAXIMUM OF PER EVERY OTHER BLADE z LIGHT-N-VIEW WINDOW 13 N.T.S. EXTERIOR ELEV 12" MIN FROM EDGE OF SHUTTER,1 rEDGE OF ACCORDION TOP OR BOTTOM I I ( SHUTTER BLADES 1 BLADE W/ ROUND WINDOW 13 N.T.S. EXTERIOR ELEV 0.145"- 1.210" 0.145" o c 0 v ry .161° .093" -} .020" 0 0 0 I .0 n F DIA. 0.500" o ry � � '^ �-- --''F (INT.) N A (EXT.) 145° 0 0.355" o 0.500" c 0.145" c 1.856° �-0.177" ' .355" A SECTION A -A 5 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV loll 3.5" MIN,O TYPICAL ny 1.500" x 6.000" LE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE 3 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV RECTANGULAR WINDOW NOTES: 1. THE RECTANGULAR WINDOW SHOWN IN 5113 IS MADE FROM GE XL30 LEXAN WITH 0.075" MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161".ATTACH TO BLADE WITH (6) #4 SS SCREWS OR BOLTS WITH NUTS. 11-TCM-0005 13