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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLE1 to r'OR APPLICATION TO BE ACCEPTED Date: Permit Number: SCANNED BY St. Lucie County 90oc-­- Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: Shutter -PROPOSED'.I,WR`OVEMENT LOCATION:: Address: 6002 Balsam Dr, Ft Pierce, FI 34982 Legal Description: Indian River Estates=Unit 09-BLK 88 Lot 7 (Map 34/12S)(Or 3657-1363) Property Tax ID #: 3402-610-0539-000-3 Site Plan Name: Hauser Project Name: Hauser Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION, OF WORK Installing storm panels and an accordion on the home. Ci l) !? Lot No. 7 Block No. 88 CONSTRUCTION INFORMATI N. Additional work to be performed under this permit —check all that app y: []HVAC Gas Tank ❑Gas Piping O Shutters a Windows/Doors Electric ❑PlumbingSprinklers Generator F]Roof Total Sq. Ft of Construction: 3300.00 S . Ft. of First Floor: 1556 Cost of Construction: $, 3 o D 61 Utilities: L _1 Sewer Septic Building Height: E OWNER/LESSEE` fy M CCtNTRACTOR: P Name James.& Rebecca Hauser Name: Jeff Jackman Address: 6002 Balsam Dr Company: Master Craft Aluminum Products Address: 1634 SE Niemeyer Cir City: Ft Pierce State: Fl Zip Code: 34982 Fax: Phone No. 772-801-5901 City: Port St Lucie, State: FI Zip Code: 34952 - Fax: 772-335-0860 Phone No. 772-335-1177 E-Mail: Fill in fee simple Title Holder on :next page (if different from the Owner listed above) E-Mail: mastercraftaluminum@gmail.com State or County License: SCC131150586 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. INSTRUCTION�TIEN LAW IN.FORMATI.O'N"' , DESIGNER/ENGINEER: x Not Applicable Name: _ Address: City: Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: Address: Citv: Zip: Phone: _ MORTGAGE COMPANY Name: Address: State: City: Zip: Phone: x Not Applicable BONDING COMPANY: Name: Address: City: Zip: Phone: X Not Applicable State: x Not Applicable OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie Count makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit -applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. Sign�Cire oVwher/(Agenth Lessee STATE OF FLORIDA CO U NTY O F St Lucie The forgoing instrument was acknowledged before me this / day of 20byff Signature YF a for i nse Holder STATE OF LDA COUNTY OF St Lucie The for oing instrument was acknowledged before me this day ofPhi.?�, 2022 by Jed ��toe.oci (Name of person acknowledging) (Name of person acknowledging ) (Signature of Notary Public- State of Florida ) Personally Known. OR I ed 1yL-Ridlh0ORE Type of Identification Produc NOTARY PUBLIC STATE OF FLORIDA Commission No. VEmt0#EI5156461 E FApires 1/15/2016 Revised 07/15/2014 (Signature of Notary Public- State of Florida ) / v SHERYLt D. MOORE Personally Known Type of Identification Pr +Wr PLE)RIDA ®. Comm# it SU61 Commission No. Expi1'4m5/2016 REVIEWS FRONT ZONING SUPERVISOR -PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Permit No. � State of Florida County of St kude. PAGE 01/01 .. ,. JOSEPH E. SMITH, C_ OF THE GIRGUIT CQURT SAINT LUCIE COUNT ti- FILE # 3996944 09/2212014 at 10:18 AM OR BOOK 3673 PAGE 2240 - 2240 Doo Type: NC RECORDING: $10,00 NOTICE off' CO MhENCEMENT Taxi=olio No.3402.-610-0539-000✓'3 Tile undersigned:. herebygives-noticethatImprovement.will:bemadeto.certain real'property, and-IIraccordance with-Chapter713, Fiori'da,.Statutes, the following lnformotian'is. provided imthis' Notice of Commencement ; Legal Description of Property:.(and.street address. if available):. 6002 B is oa t-7 Gencraldescriptiaaafimpravemenr.' Ifis.tall hurricane shin — . 'Owner information or Less2i! inforrnition if -the Lessee contracted for, the.iinprovement_ Name James and Eebbcca Hauser , Address _ Q 2�S_ Interest in property: Name and -address of'fec simple titleholder (if different from Owner listed above): Contractor's• Name; Master Craft A1umi•num Products Contractor Address: 17634_ SE Niemeyer Cir. PSI, FL...._—•P•honeN.,urnb4r:..135-1.1..7.7 34982 5urety (if applicable,.a. copy of the payment bond 15 attached): Amount of bond: $ Name and address:rI'/:1 —Phone-number.: Lender Name: / a Phone. Number: Lender's address: Persons within the State of Florida designated. uy Owner upon whom notices or other documents,may 5e served as provided by Section Z1�,;.?,3(7,) (a)7., Florida5tatutes: '' Name: I1 �8 _..._._._ Phone -Number: Address: in addition. to himself or herself, Oarner designate:; of ro receive a copy of the Uenor's Notice -as, provided in 5ertion 713.13(1)• (b); Florida St:atutes:. Phone number of•person.vr ent;ty.dcsignated by. owner: Expiration date of notice of -commencement:. (,the expiration date may not be.before the completion. of constnicrion•and final -payment to the. contractor, but will be i year from•the date of: recording; unless :r different, date is specified). WARNING TO OWNER, ANY PAYMCNTS MADE BY THE- OWNER AFTER THE EXPIRATION QF THE NOTICE OF COMM ENCEMENT ARE CONS DERCD IMPROPER PAYMENTS UNDER•CHAPTF.R 77,3, PARTI, SECTION. 711I.S, FLORIDA STATUTF,S, AND CAN RESULT IN YOUR, PAYING TWICE. FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST 13E RECORDED'AND POSTED ON THE J08'5rrE BEFORE THE FIRST IN5P5CrION. IF YOU INTI N:0 TO ORTAiN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY B;55ORP COMMKNCING WORK OR RECORDING YOUR NOTICE OF COMMI NCEMENT. Under penalty of perjury, I declare that I hav° ad the foregoing notice of commencement and -that the forts stated -therein are true 'to the bract of my knowledgi4nd belief, ? of Owner or Lessee, ❑r tamer's or Lessee's.Aur,hortzed Officer/I7irac#or/Partner/ManaSer io-owner RECEIVED SEP •2 41014 s Title/Office) The foregoing instrument was acknowledged before me thl's lam_ day of S e1D'L' . , 2cL-4, By Jam as . hnmacawner. for —se E vI sa n nnRF _,Name of Person Type of authority (e.g. officer, rrustVoldenRA "I fIS r Instrument was executed. AYi~ OF FLORIDA (,r51h� (Sigmaturg of Notarygubtic- State of Frar da)� �(Print, Type, orStamp Commissioned Name of Notary Public) fro p sauced pen j Oing. 'Site " I. (WxN) 1. "Storm Panels • 96•x 96 ." (Garage Door) 2. Accordion Shutter 36 x 80, (Front Door) 3. Storm. Panels 72 x' 56 (Front Window) %* 'Storm Panels - " 36 x 56 %(Front Window)„ '5. Storm Panels 24 x 3 - ,(Side Window) ' 6:' Storm Panels .36 x56 (Sack Window)- 2 - 7: 'Storm Panels' 36 x40 (Back Window) - 8. Storm Panels' . 72.x 56 (Back Window). ; 9. Storm Panels 72 k 80' (Back Sliding Glass Door) 10. Storm Panels'- 72 x 80 "- (Back Sliding Glass Ddor) 11' Storm Panels , 24,x32 ' (Side Window) 12.` Storm Panels - 36 x 80 (Side Garage Door) d 11 12 10 1 9 F, 8 3 7 4 6 Property Information Owner: Becky Hauser Address: 6002 Balsam Rd Ft Pierce, Fl 34982 Building Information Wind Zone: 160 MPH. Exposure Category: B Minimum Building Dimension: 30 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width (in) EHeight (in) IFElevation (ft) Pressure (psf) JL Pressure (psf) 1 Int 96 96 7 32.3 -35.4 __............. 2 ... .. _ Int ..._...._.... ..... _..........-. _. 36 . .,:. ..........._..._..._............................._._....,...._..... _... __............................ 80 7 ........ 35.0 ..... ..._. ........ -38.2 .................................... 3 ............_.............................. Int ......_........ ........ ............... 72 . ..... _.............. .__. ......... ..... ......... 56 7 .._._.... ..................... ............... 34.2 ........... ............ -37.4 ............ 4 . _ ..... Int ........ ._... 36 ..._. ....--_ _............------ 56 7 - -.. _........... . ......... 35.9 ........_ ...._........ ........ 39.0 _..... .:. 5 _...-- Int ..... -...... .... _................... . 24 _._...._. ._............ .... ... I ... ......... .... ........................... ..... _ ............................ 32 7 ............ ... _............ ...__ 36.7 ._.......... ..................... ._......... _.. -39.8 .... 6 .........._...... ....................... Int ... ........ ....._......._...,. ...... 36 ._ ._.... ...._.._..............._....... 56 7 .... . ........ 35.9 . ... ........ ........ 39.0 ............................. _.................... 7. _....................... ...... Int ................ ......... ..._ 36 ... .......... .... ............ ... . .. .... .. ... .. ............ 40 7 ......_............ 36.7 . ..._.... .......... -39.8 8 _... _.... _.... .................. Int _ ........... ............ ... ....._......_........_ 72 ......... ........ .... ......... .... 56 7 ...... ............... .._.._. ..... 34.2 . .......... ... _.......... -37.4 _............ ---........ _........ 9 __.. _.... _..._......_ ...................... _ . Int . ....... ...... _ .___._............................................---.... 72 _ _ ......... 80 7 ..._.._....._.._.....1.... _... _.._._ 33.4 .......... _........ -. __ ... _ . -36.5 10 Int .............. 72 _.... _...... ............__.................._...._._._..........._...........................-.--............... ................ ............_.._ 80 7 ........ ._....---................................................................ 33.4 _.................... _...... ......... _ .... .... .... ........ ..... ...... -36.5 11 Int ............................................................... ............ 24 ............ ......................... _......................... _......................................... .:-........................................................._....................................................................................................................._............................................. 32 7 36.7 -39.8 -............................................. T2 _.................... __--- ._._............ ................ Int _..__..................... _......... ............................ _.................... 36 ........................ .... ....... _.._... _... --....... ............ .._..... _............. -...... _......... _................. ------ 80 7 ... __..... ... ........................ ......_.......... -................... 35.0 ....... _..........................._....... _..... _................. _........ -38.2. Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. Florida Building Code 2010 ed. Page 1 of I �' ;4 i "'Z d1 k i .. w.''� € l�lli� l's a 6 r.;..,..... � i. ' 4 r"iR : _. 1, c. ... ..�.. BCIS Home Log In t User Registration i Hot Topics Submit Surcharge , Stats & Facts ; Publications FBC Staff BCIS Site Map Links ; Search ; Business duct PER:ro ProfessIb"n Public User Regulation :§•::i; rC.0 'a r: r = ^,c >A; C!!,. in- S-e rdn. > ng„ii,_ ti;;n_t,hs > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect .Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate,of Independence Referenced Standard and Year (of Standard) FL13757-R4 Revision 2010 -Approved Town and Country Industries, 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 Shutters , yAcedr do Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation:Report - Hardcopy Received Frank L. Bennardo, P.E. PE-0046549 National Accreditation & Management Institute 12/31/2016 ,ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received FL'.3757 R 'COJ Cert Indeo.oE:f FL13757 R4 COI Cert Ihdedf F1-.13757 R4 CO indee3.odf 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... 9/ 19/2014 .1 1 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect _ 1., 3157 Re, � 11 iv E ;1^ `.z € df iauii. Sections from the,Code Product Approval Method Method 1 Option D Date Submitted 10/25/2013 - Date Validated 10/25/2013 Date Pending FBC Approval 10/30/2013 Date Approved 12/13/2013 :Summary of Products FL # IlModel, Number or Name IlDescription 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes Ei_377`: PA. 17 6:11, d(' 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 FI_13757 R4. f,.,E. ,Eva€ Ra.2j df span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 1375Z.2 " 1,116.0Streamline_Shutfer�_,',% Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1.3757 R4 Ll 6.8SL.ndf 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 FL.13,75_7._.,1a4 .`�`c__Wv<l.__Rp�.., df 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 H dvro 1.3757. 3,pd 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, =L13757 R4 AE Eys: i __...1_:j 3_edf anchorage, etc. Created by Independent Third Party: Yes L...�.Bac�........� 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: http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqvgk7yHMuovb... 9/19/2014 GENERAL NOTES: 1. THIS SYSTE CODE, FOR INTERNATIC MEETS MISS ASTM E199E 2. POSITIVE Al DETERMINEI RE UIREME FLO IDA BU PRESSURE( 3. TESTING WI E1886-OS/E 4. DESIGN PRE SAFETY FAC 5. NOINCREAE LOAD DURA' 6. DETERMINE DOCUMENT' WIND LOAD SHALL BE U: 7. THE SYSTEh SITE. 8. THESEINST ONLY BE US PRODUCT Al 61G15-23 0 9. THESE APPR 6.8 STREAMLINE SHUTTER . FOR USE WITHIN AND OUTSIDE THE HVHZ WITH THE FLORIDA BUILDING OR 'SURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 OR. IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND [ON FACTOR Cd -= 1.6 WAS USED FOR WOOD ANCHOR DESIGN. HE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR ALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 ED. DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC LLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL THE 10. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY RE, UIRE 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 INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E1886, E1996 &E330 TAS 201, 202 & 203 FLORIDA BUILDING CODE APPROVED 13. ALL EXTRUSIONS SHOWN SHALL BE 6063=T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. 14. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A SILE STRENGT MINIMUM TEN! OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4" 0 OR 3/16" 0 5052 ALUM. ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TOTORM A CURVE WITH A MIN. RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE 21. SHUTTER MAY BE INSTALLED WITH UP TO (21 ADDITIONAL BLADES OF SLACK. 22. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. TABLE 1: ACCORDION SHUTTER SPAN SCHEDULE SHUTTER POSITIVE DESIGN PRESSURE NEGATIVE DESIGN PRESSURE SPAN (PSF) , PLF). 72" 100 10D 99" 70 70 120" 53 63 144" 43 40 TABLE 1 NOTES: 1. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM -ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 2. 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. �UNLIMITEDSECTION WI ON O Q HURRICANE PROTECTION LOCKING MECHANISM, SEE TYPICAL PLAN VIEWS TYPICAL ACCORDION SHUTTER ELEVATION TABLE 2• 1 N.T.S. EXTERIOR ELEV MINIMUM SEPARATION FROM GLASS SHUTTER HVHZ NON-HVHZ ASTM WIND ZONE 4 & ESSENTIAL FACILITIES SPAN INSTALLATIONS 5 30' ABOVE -GRADE INSTALLATIONS > 30' ABOVE GRADE INSTALLATIONS 5 30' ABOVE GRADE INSTALLATIONS > 30' ABOVE GRADE 72' 2-1/4" 1-5/8" 2-3/8" 1-518" 99" 3-1/2" 1-7/9' 3-5/8" 1-7/8" 120" 4-1/8" Z. 4-1/4" 2" 144" 4-7/6' 1 Z. 5" 2" PLAN VIEW BOTTOM TRACK TABLE 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADS COUNTY AND BROWARD COUNTY FLORIDA. 2. FCN-OIT-HVHZ DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ZONES 1 THROUGH 3 OUTSIDE OF THE HVHZ, PROVIDED THAT SHUTTER HAS A MINIMUM SPAN OF AT LEAST 30". 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 3 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30" SHALL HAVE 2-7/8" MINIMUM SEPARATION FROM GLASS WHEN 5 30' ABOVE GRADE, AND 1-5/8" WHEN > 30' ABOVE GRADE. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OFTHE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1996-06. u w=ed1 <uW W. .cm§ WF N lu m�� 3 0 to �w-- 0 10-TCM-0002 PROJECTION VARIES - •• Q/ {-0.115" 2.874" 4.874" MAX. '• n` 21•� o 0 1:708" 0.100" ry-1.708" 0.100" cP a 0.195" 2O.a81�240 " 0.062" 0.450" 0.080" 0.062N 1.9080" �" 1993" 1.830:II96., I '�°�J�%��h2•�•�. / �lljllji7Ay 1 crm > S'( 0" xB s0" 0.06000.070" 6.0_�00" 0.63" 0.062"ii 0630" 0.630" 0 630" U OVWFCLL SCALE=HALT SIZE 0.7 5" 2.655" }5.745" MAX. OBUILD OUT WALL SCALE: HALF SIZE WHERE SHOWN, SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.781- 1 i Oj SILL Og SILL ADAPTER SCALE: HALF SIZE SCALE: HALF SIZE .a 0.06 � -� .--L 1.069"}40.971" 0.971"1 200' 0.060i 1.070"4 141."4 0.0621 0.062 a oWk NQ"+ 9 4 z W w 0.0601, . m 3 In J O3 STREAMLINE CEILING TRACK 4O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL A SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE {---2.655" 0.875" w 0.060" 2.195" 1.230" D.105" m Ir I O o c c vcc" z 1.069" .831" lO M 10 ri '0,105" N ry 0.105" I N M Pn m Z•362" -I{- O( I I 0.075" 3 4.84" �4:510" 0.075" ga {4.510"� NOTE: TESTED THICKNESS OF 0.07 RE �_ FARE METAL W/0 PAINT IS 0:039" 3.506° a Og EXTENDED SILL EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM I3 '6 8 S;TREA�MUNE SLA`f� E)A 7 SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALEFI-=F'SIZE- 0.080" 0.477" 0,143"1 - � 1.708" 0.143" 0.096" i- _ 0.115" 4.753" n .n 0.090" N CO 4.510"� 0.0 �-0.180" -�- 0.08.080" 0.044" 0,227" 0.682" 0.630" 0.060" ��0." g NOTE; THICKNESS OF BARE 2.622" �---1.625-4 0.42.420" METAL W/O PAINT IS 0.039" $ 86. SIZE SCALE: STACK �g RADIUS HALFEISIZE HEADER/SILL 17 6.8 STARSCALE: TESZE I$ SCALL LE: HIALF SLL 0.34 Igb WALL SILL SCALE: HALF SIZE Nk; ' ' rgANxL BEN �� P. 1.950" 0.610" STAINLESS STEEL 0.280°H 41NYLON WASHER OR �•• T ASSEMBLY 4 0" ALUMINUM .0.320"0 HOLE o w ro.050 0.357° � N . o 0.880' .NYLON `C a a i- #10 x 2-3/4" 410 HT S.S: 0.276"U WHEEL • o INSERTS SCREW W/ TC ULTRACOTE 0.591 �� 0.120" o 2�•' J ,9 9 "L ZD �. 0 '. o ry �T- INTO COATING rn 1.100"-j F0.240" Y TRACK (TYP TOP &BOTTOM) N 0.062" IO N•H+ �C �� rrann NYLON BUSHING W/ WASHER:E .- :6--_-_ _ _----- -1c 7�aT7-[FETE@ID$�RFCkT3� _ a7 TI�OI 0 W�_ J ' INSIDE JOINT AT TOP.-_- - 7/16"0 x 1° @ INTERIOR JOINT80TTOM ANGLE - CYLINDER -SOLID BRASS, NICKEL PLATED EITHER CAN BE USED ON EXTERIOR -- ' 1 g HOUSING -ZINC DICAST,POWDER COATED O ASSEMBLY_> A: ZZ Q .0 W Z €€ 3 a SCALE: HALF SIZE 22 IROLLER� 24 BUSHING ASSEMBLY. DETAIL 26 BOX CENTER INSERT - SCALE: HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE: HALF- SIZE SCALE: HALF SIZE OR KEY/THUMB TURN OPERATED INSIDE. UI Q t m ^ w bb Z V � 9 � 3 p OF-----Y---"e�,...-.. �}o.2so" 23 BRASS' .PUSFL'LOCK= - `S'CA �_s RO.155" &0.500" WW 3r 3 J p W m 3 Y I o y 1.976" 2.125° 4,000" 0.236" 710 0.286" 1,603" 0.500" 0.623" 710" 1.224" 0.267" N 0.790" 0.090" 0.319"0.531" 0.531" • 0,064" n - -2.250" �� m 0.28 �6'�j' O a - t^n 0.09 0.250" - Io c -j}jj-0.607" I 0.607" I m D.11B" a 1 1I 1l1 1!1 '1 �-I 1l1 N 0.224" 0.239'-lll-E0.060' 0.496" .. ...:.. .. 2 00 IT. _. WE o RAINGUARD 28 •DECORA7LVE-FLOOR.:_TRACK �0 3.476" - Z8 a K 240„KSCALE: HALF 512E SCALE HALF SIZE 0.222'-} i'I 1" 0.062° 0,062" 0.062' 0,176" 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 2 3 LL SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE \o JJJ E 3 _ -U-0.062" T a o g o ' H gggg 5.500" x 13/16" WIDE f---f 0.400': 'IA 167" 7/16"0 STAINLESSEEtI STL NUT O T � o 6 S � TYP 5/IB-18x1 MACHINE SCREW 5/16"0 INTERNAL STAINLESS STEEL r N�'� -0.121" 4.500' - (---(�0.689" POWDER COATED, ZINC DIE-CAST THREAD HEAD STYLE VARIES o DELTA MODEL STEM T=1"OCK ADAPTER T-SCREW INSERT THUMB SCREW SECTION A " f _KO.254" INDUSTRIAL SYSTEMS 36 f 37 38 0, e,' (OPTIONAL) SCALE: FULL SIZE SCALE: FULL SIZE n .o o0.319 40D 40b 40c a g� e9 35 BOX LOCK SCALE HALF SIZE v SCALE: HALF SIZE -(- IV' D STRI z.000° �� . 8 2 & E f- . - XT }--1.625"={ f-1.500"-{ yr0.125" ` 0.125" SCALE: HAZE=- 0.050" 0.093" Lt �I i y - 9 0.125" 0.08.5 o 13 9;F e 1. e ` 0 0.125" 0.250" 0.093" t^ ' O j o.oes" GHTFPAWLIIEMDGP.E -TOTS 1 L CALEs srALEt 103 PAGE OESCRIPnONt 4 7.060"- 39 2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3"x0.0g3" ANGLE 25 2"x3"x0.125" ANGLE SCALE: HALF SIZE SCALE: HALF SIZE � SCALE: HALF SIZE SCALE: HALF SIZE ' ANY ANCHOR PER ANCHOR SCHEDULE @ 18" O.C. I GLAZING F z+ (INTERIOR) (EXTERIOR) TYPICAL PLAM VIEW SCALE: 3" = 1'- (INSIDE) zc 13N,Qo: �tt.c 1 Y nIL LLJp SILL ��^� N I I- 0 O TYPICAL OUTSIDE CORNER CLOS CC1 DETAILS WO/CORNER POST NTS DIST. A .ANGLE LEG D RECITON 1. 17 MIN 0062 THICK 6063-T6ALUM. 1 _ (ANGLE LEG MAY BE REVERSED) 38 "A� ANCHOR PEA AN MOR SCHEDULE @ 1Q" O,C. 13 13 #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4-20 USE (1) BRASS PUSH LOCK OR (1) MACHINE BOLT & NUT @ 18" O.C. 5/36-18 T UMB SCREW INTO THREADED - INSERT 37 AT 1/3 SPAN TO 2/3 SPAN FROM 80 OM OF SHUTTER. RECEIVING END STRIP.SCHEDULE I , SEE END STRIP . FOR MAY. 9 z ry a SCHEDULE SPAN WHEN USING&' 20, 40a, 40b OR 40A '9l'' T N �•'• (9 F 17 �' 1/4" MAX. OR 6.8 STARTER WITH 21 OR 25. FASTEN ANGLE TO TRACK W/ L r _ . (2) #10xl" SCREWS AT CORNER, TOP & BOTTOM; AND ATTACH TO 6.8 STARTER W/ #12 1/2" GALVANIZED OR U W a LL Z X t m W Z C� x ' S.S. SMS 3/16"0 ALUM. POP RNET O%L 1/4-20 MACHINE ALTERNATE END STRIP DETAIL - BOLT NUT @ 18" O.C. WITH 6.8 .STARTER AND ANGLE W W 3 Im m a u, SCALE: 3" = T-0" ANY TRACK W/ SCREW BOSSES. r WO k SEE END STRIPN' SCHEDULE FOR MAX. yI z ry SPAN WHEN USING F 20, 40a, 406 OR 40c,1l-ti c z - 1/4" OR 6.8 STARTER �+ o '^ € _ MAX. WITH 21 OR 25. � .9 0 . 0 na Q zma 40 40 USE APPROPRIATE STARTER STRIP 'TO p E p 40 20 FRDVIDE CLOSURE ;— = g FOR �_ \�' jG�1 BUILDING CONDITIONS. E ; s FASTEN STARTER STRIP $ c TO TRACK W/ (2) 1110x1" v ri SCREWS AT CORNER, TOP ALTERNATE END STRIP DETAIL $ BOTTOM. r� o SCALE! 3" =1'-0" ANY TRACK W/SCREW BOSSES. 4GLE EXISTING GLASS now U< Dsi daa <� za¢ € n a BC (INSIDE) SILL 7 3215 vv (OUTSIDE) USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = V-O" 10=TCW0002 C1 CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST . •p` C SCHEDULE FOR MAX. STRUCTURE �G3 SPACING MAX. C1 CONNECTION TYPE -- 1/L-20 MACHINE BOLTS _: " \ REFERENCE ANCHOR 1/2" W/NUT Co) 12" O.C. OR SCHEDULE FOR MAX, ® #14 SMS Cal 6" O.C. SPACING- 1/z" (TYP. TOP& BOTTOM)% 2 FASTENERS ALUM. TUBE 1 lI - -E`ACH'ANGLE'" GO63-T6 ALLOY _ - Ii� < - - SEE. TABLE. A .FOR SIZE..0 0. R.OR 1" x 2" x 1/8" i - -I /J- •�,_, _- ALTERNATE THRU BOLT - -J-_- - -- _ _ 0 - OR 2" x 2" x 1/8" I ] - C1 CONNECTION. TYPE o 0 r MR GLASS ALUM. ANGLE REFERENCE ANCHOR a 0 = _SCHEDULE FOR MAX. - SEPARATION 13 Ew- v THREE 3/16"0 ALUM. 0 SPACING PER TABlE2 POP RIVETS ORGLASSTHREE #12 SMS, TYP. I I OR DOORPOPIa=TABLEA(Cc3)17 OR P.)12 l�qSOR6DRPRESSURE VS ALLOWABLE LENGRi � gMAY USl2"x2°xl/8 . 3°x3"xl/8"PSF. NOB/0" NoB/O FEMALE w 062 130' 188" 13 ALTERNATE THRU BOLT1/4" MAX.FRDM PINC5 CONNECTION TYPE 82 119" 172' TCLOSURE .DETAILS REFERENCE ANCHOR RIEFERENCE ANCHOR C :.-� WASHER 1TYP.) c NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. •II I 19 S 92 114" 166" SPACING 14 --- 102 110" 160' II __J I/ #x3/4" SMS (al 9" O.C. ANGLE TO TUBE CONNECTION m 120 ]04° 147 TABLE B CC4 EXISTING HOST 2" x 2" x .125" ' 8 150 97° . 131" ( ) EMBED: 6063-T6 ALUM. TUBE k 2W 88, 114". PRESSURE VS ALLOWABLE LENGTH STRUCTURE - {( 5 CONNECTION TYPE f WITH 1/8" 37x3"xl/g" EDGE DISTANCE - REFERENCE ANCHOR PSF WITH t1/0 WITH B/0 SCHEDULE FOR MAX.. d SPACING 72 107" 157' FASTENER [al 18" D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION (USE ANY ANCHOR,SHOWN .5 82. 101' 147" IN ANCHOR SCHEDULEI. SCALE : 3"= 1'- 0" 3/16 RIVET OR #12 SMS (Ol 18" 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-T6 ALUM. ANGLE, TYP. ) 3/16"0 ALUM. POP RIVET OR #12 SMS (al 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16"O ALUM. o POP RIVETS OR 400 THREE 012 SMS, TYP. 1" x 2" x 1/8" - OR 2" x 2" x 1/0" ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT GC4 TYPICAL CORNER CLOSURE DETAILS NTS -2"x2"x _. .090" 6063-T6 ALUM. TUBE TYP. �^wow dQ� x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE INSID ORIENTATION TYP. 012 x 1/2" GALVANIZED (OUTSIDE) DR SMS3/16"m ALUM. SIDE CLOSURE OPTIONS POP RIVET. OR 1/4-20 MACHINE. BOLT & NUT SCALE: 3" @) 18" O.C. w . F�m Fw- � tt 13 o MIN GLASS Z, w = EPARATION 2 w Z w w PER TABLE GLASS 2 X2 p.w a Z m OR DOOR Q M a a OaF E uw DIh6T_ 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING EE INSIDE SILL MOUNT SECTION SCALE : 3"= 1'- 0" 10- 10 C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING oZ j SCHEDULE FOR MAX. STRUCTURE SPACING B" MAX. ' GLASS ¢ o w- GLASS, w Cl CONNECTION TYPE t OR DOOR H u v T - OR DOOR REFERENCE ANCHOR 19 _ SCHEDULE FOR MAX. 13 7�1^ww SPACING 1/2" MIN. - 13 ww a.wGLASS m LEPARATION - _=Z J r m N 1/4"-20 THRU BOLT W/ GLASS EPARATIO X m q14 x 1/2" SMS (Pl 12" O.C. Q = o _ ¢ LOCK NUT (ul 12" O C. OR E:S. =ER— - ¢ - LTI=rOR 3/16"B ALUM. POPOR - - J o. o_TABLE-2--RIVETS. 6 ORo-C .6" O.C. OR-1/4"0 ' ClTPl-PO1T-RfVETS-(uTT1" OR 1/4" 0 ALUM.. POP RIVETS / m 11 AND Q (al 12" O.C. E.S. , 1/4" MAX. FROM PIN ASSEMBLY - 1/4" MAX. FROM PIN WN. CiASS -SEPARATION ]ON 09 ANDOO GUIDE TO BUSHING 1/2" TYP GUIDE TO BUSHING PER TR ASSEMBLY WASHER (TYP.) o WASHER (TYP.) , 1/2" 1/2" TYP. EXISTING CONCRETE, w GLASS 3 CONNECTION TYPE OR DOOR �f w BLOCK OR WOOD FRAMING CONNECTION LYP,. REFERENCE ANCHOR DSTE SCHEDULE FOR MAX. u PREFERENCE ANCHOR- SPACING ' / / / EDGE SCHEDULE FOR MAX. DIST. SPACING AS SHOWN I-C3 CONNECTION TYPE IN DIAGRAM ON PG. 9 REFERENCE ANCHOR - EXISTING CONCRETE, r 0 In 0 S OR 6 OR :'6016 \ / ®N SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT ,AND BLOCK OR WOOD FRAMING Cl CONNECTION TYPE /2•' 1/2"" FROM BACK ANCHORS NOT REO'D O INSIDE IdOUNT SECTION WITH THIS LOCATION B REFERENCE ANCHOR - SCHEDULE FOR MAX. s PIN GUIDE TO BUSHING WASHER OA TINSI©'iFAOO NIT STiION-� SCALE :. 3"= V- 0" SPACING _ 5 CONNECTION TYPE REFERENCE ANCHOR (TYP.) �SC�ALE!13•-;1'"7D�,x SCHEDULE FOR MAX. EXISTING CoNCRETE, SPACING BLOCK OR WOOD FRAM, EMBED. BUILD OUT MOUNT SECTION TY. P. BOTTOM EXISTING CONCRETE, SCALE : 3"= 1'- 0" ' m NOTE: FOR DETAILS A, B, D, AND E ON THIS SHEET, - THE BASE TRACK MAY BE INSTALLED IN SECTIONS E WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS o H A MINIMUM OF TWO SETS OF ANCHORS AND IS A MINIMUM OF 12' LONG. THE SILL OR CEILING TRACK m w USED WITH THE BASE TRACK MUST BE CONTINUOUS OVER THE GAPS BETWEEN SECTIONS. chi d GLASS QOR L w DOOR LA SS H12 x 1/2" SMS (ul 12" EPARAT O.C. OR 3/16"O ALUM. PER F.w7D 0 POP RIVETS Cal 6"O.C. TABLE; w OR 1/4"0 ALUM. POP 13 MIN GLASS ==Z�J RIVETS Cal 12O.C. SEPARATION w N Q E PER TABLE 2 - X w 0 Z r Mo ¢ OT AND OO F 1/4-20 S.S. MACHINE a J - E 4 SCREW & NUT (la v" -ASSEMBLY 1/2;, 1/4-20 MACHINE BOLA:' W/NUT [al 12" O.C. �Jp N14 SMS Cal 6" O.CS r 1 I (TYP. TOP & BDTT�IT,: r w ZW W= v x 4 C WWrJ r » �4 >ugIlli Q Zo0 r�t=ilwW aL+m� W Xz0zIQ LU 3 oa un 0LU gx ma.. 0 //J/3W 4 SHER BLOCK OR WOOD FRAMING EXISTING C4 CONNECTION TYPE U REFERENCE ANCHOR EMBEO'.5 CgNN[G,TiON TYPE SCHEDULE FOR MAX. REFEREPfCE' ANCHOR SPACING SCHEDULE FOR MAX. SPACING LOT 1/2" &R 7O. . ¢ r N W F J w o = zJ W W F J N o_InQ II 13 r Ma- 2 0 Z r GLASS OR ll MN. [LAS = S N= J ¢ is DOOR P R 7ION wrzum L ON PER TABLE Xw0Zr E ''tea uN 12" O.C. ¢ TYP. WASHER (TYP.)' w GLASS 0 0 OR DOOR 1/4" MAX. FROM PIN m w x w 4 CONNECTION TYPE GUIDE TO BUSHING X WASHER (TYP.) EDGE REFERENCE ANCHOR 56: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG. 9 ©SPACING AS SHOWN OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR 3" x 3" x 1/4" CONT. 3 CONNECTION TYPE N12 x 1/2" SMS Cal 12" SCHEDULE FOR MAX. O.C. OR 3/16"O ALUM. SPACING. ALT. FASTENER 6063-T6 ALUM'. ANGLE REFERENCE ANCHOR LOCATION. FRONT AND (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS (a) 6" O.C. BACK ANCHORS NOT REO'D AS SHOWN DASHED) SPACING .OR 1/4"B ALUM. POP WITH THIS LOCATION DOWALL MOUNT SECTION RIVETS Cal 12" D.C. O CEILING /INSIDE MOUNT SECTION SCALE : 3"= 1'= 0" SCALE : 3"= 1'- 0" 11/4" MAX. FROf 1/2" O GUIDE TO BUSH WASHER (TYP:) 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING F�A�EUILRS '. J SECIT�ON SCALE--: 3 1'- 0" 10-TCM-0002 SGLEt O_ PAGE DESCRIPTION: 6 MIN GLASS ICln BE{1• A��. GLASS SEPARATION Z OR DOOR — PER TABLE 2 13 2 70 N w y _ wow GLASS OR:• 1 DOOR A w GLASS OR > Z = Q ODOR MN. GLASS RATIO ••• x w a SEPARATION • ',•' •�- X M N ¢ w PER TABLE 2 "•, ®D N' Q = MUGLASS w .•'•. .. .C7 ��¢ , E F SEPARATION F PER TABLE 2 w a w A Z= 4 W OIT - 13 w¢In 13 zouLD I/2" _ f "� Z C1 CONNECTION TYPE Q ZX 'gym w 1/4" MAX. FROM PIN GUIDE v G REFERENCE ANCHOR Z N O TO BUSHING WASHER (TYP.), 28 ¢ vai SCHEDULE FOR MAX. w n WW `� W TWO 1/4"0 WOODCC .250" SPACING Q In N LAG SCREWS (i 24" - i. .250" ow'' O.lu C. MAX. WITH 2" )1 , THREADED PENETRATION ' REFERENCE At7COR 3� "T" INTO CENTER OF 2X STUDS - /m SPACING SCHEOUL E FOR MAX. /� F II 18 18 ¢ EMB. "T' - #14 SMS I@ MIDSPAN BETWEEN /w EDDGE AEs STUDS FOR TRACK TO P' x 4" E is XIS TINGCONCR CONCRETE OR PLYWOOD & _ TUBE CONNECTION BLOCK ONLY. WOOD STUCCO FINISH 1 x 4 x 125" / FRAMING & WOOD ANCHORS y 6063 T6 ALUM. TUBE 'NfY,T�a{C�EPIAB yl THIS DETAIL TO BE USED WHEN STUD SPACING N1,DECORATbVE FL'�OOR T,R K!`DEiTIyALL p WALL MOUNT SILL DETAIL w � EXCEEDS.THE MAX. ALLOWABLE ANCHOR SPACING. O'SC`ACE'-3' SCALE: 3"= 1'- 0" F-$ m OWALL MOUNT SECTION THIS DETAIL MAY ? _ o m SCALE : 3"= 1'- 0'• ALSD BE USED °C g, AT TOP O Zm 6 d 5 ? �� �o —GLASS MN GLASS 5}( ' SEPARATION OR DOOR 13 j .N a5 PER TABLE ,I EXISTING WOOD (G=0.42) t TRUSS OR RAFTER g X Q Cal 24" MAX. D.C. 1-1/2'1-1/2" a a L N EXISTING FINISH d MATERIAL .I 3g 6 1/4" TO BUSHMAX. FROM PIN GUIDE 2" x 5" x 1/8" 6063-T6 ING WASHER (TYP.) ALUM. ANGLE W/ THREE iIi ii w aa3 e 1/4" TILE (TYP.) 1/40 WOOD LAG 06 FINISH MATERIAL SCR"EWS WITH 2-3/4" I it Ir f¢e� 3/4" PLYWOOD MINIPENMUM THREADED _• ,g X "— 1/4"0 A325 GRADE THRU BOLT 7" O.C. EACH R . FTE IN WOOD (ul 5 6 Q @ EACH RAFTER OF TRUSS, c E :�7 OR 5/16"0 A325 GRADE THRU BOLT @ 12" O.C. 24" O.C. MAX. WHERE GALV. OR S.S. ANGLE EXTENDS BEYOND D1" 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN w S" O.C. W/1-1/4" MIN. EMB. 6", EXTEND ANGLE TO F. w OR 1/4"0 LAG SCREW P 9" O.C. W/1-7/8" NEXT TRUSS. MIN. EMB. IN WOOD SG=0.42. TO 0.55. r- N M °'- EXISTING CONCRETE, 73 = = Z u m HOLLOW BLOCK OR M'3 _ v ¢ WOOD FRAMING. SEE' X Z Z (- ANCHOR SCHED. i 2" x 5" x 1/B" CONT. Q J 0 ¢ ALUM. ANGLE (6063-T6) • BASED ON TYPE OF L N STRUCTURE a H O PASS THRU DETAIL I (MAX. DESIGN LOAD x 72 P.S.F.) O TRUSS MOUNT SECTION SCALE : 3"= 1'- 0" I( SCALE : 3"= 1'- 0" 10-TCM-0002 sraLE, 03 PAOE OFSCRIPRONI ' m 12" MIN FROM EDGE OF EDGE OF SHUTTER,, SHUTTER TOP OR BOTTOM T 2.875"0 HOLE (TO RECEIVE / ROUND WINDOW ASSEMBLY) J MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE- 1 LIGHT-N-VIEW WINDOW 8 N.T.S. EXTERIOR ELEV 0.125" 0.125" 0,032° 0,032" ICI jI 0.196, r � 02.875" oal Tsn" n LIGHT-N-VIEW WINDOW %ZV N.T.S. SABIC PLASTICS SLX1431T-UL-94HB ROUND WINDOW ASSEMBLY EDGE OF ACCORDION rSau2 Pi=0 :0o %21 BLADE W/ ROUND WINDOW 8 N.T.S. EXTERIOR ELEV EXISTING HOST STRUCTURE . EMBED. z LD s C7 _ I ALT. LEG DIRECTION 1/4" ALL POINTS SOLID'SET ANCHORS WITH 7/8° MIN EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM 1/2° SPACING, AND 3" MINIMUM EDGE DISTANCE_ I AX '(2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE 1/2" PER SPAN TUBE SCHEDULE SPAN TUBE PER ACCESS HOLE DESIGN SCHEDULE 1/4-20 MACHINE BOLT W/NUT @ 12" O.0 OR ft14 x 3/4" SMS 6" O.C. -.,,-1-1/2"MAX. 3" MIN 5 6 w� t m EDGE 3 16 z = DISTANCE pp FQ- MIN. GLASS 13 z EXISTING GLASS OR A SEPARATION w O j PER IABLE O w DOOR o = Merl 3"MIN EDGE DISTANCE, r1/2" MAX w a l7 ll- 5 6 a 3 16 Z2 TO BUSHING WASHER ITIO P.) M ACCESS 114-20 MACHINE BOLT W/NUT @ - ut 1/2" HOLE 12" O.0 OR tk14 x 3/4" SMS 6" O.C. SPAN TUBE PER EMBED. �) DESIGN SCHEDULE _ 1/2" (2) 6063-T6 ALUMINUM AX. ANGLES PER BEAM END, SIZE EXISTING PER SPAN TUBE SCHEDULE HOST 1/4"0 THRU BOLTS SEE BEAM STRUCIURE SCHEDULE FOR REQUIRED NUMBERS 1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3° MINIMUM SPACING, AND 3" MINIMUM EDGE DISTAM1ICE MAX. DESIGN LOAD = t 72 PSI: 3 SPAN TUBE SECTION 8 N.T.S. VERT SECTION SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE TUBE SHUTTER SPAN THRU-BOLTS ANCHORS PER LENGTH SIZE SPAN ANGLE - TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 60" 123.8" 135.2' 2 2 2 3 4" 7° 2"XS'k 0.,2S B. 101.T' 106.9" 2 2 123" , 89.9" 94.4" 2 2 3 3 7" 7' 60" 129.1" 157.0" 2 2 2 3 4" 7° 2 XB x 0.,25" 98" 114.8" 124.1" 2 2 3 3 7" 7" 123' 102.8" 109.61' 2 2 4 4 10" IV, 60" 138.0" 196.9" 2 2 3 3 7" 7" 2'ke"X 0.125" 98° 1227" ,55.7" 2 2 3 4 7" 10" 123' 116.4' 137.6" 2 3 4 5 10" 13" ' 60" 158.1' 240.0' 2 2 3 4 7" 10" 2'k10'' 0.1875 96" 14D.6° 229.9° 2 3 123" 1322" 203.1" 3 4 6 7 1 13" 19" > U., E I < 6 I, LmsZILI mrL 3 ow 'Doi 5PANTUBE SCHEDUL2NOT%S: SE 2gx3"xl/4 OR " ANGLES FOR 2"xS" & 2"x6" BEAMS. 10-TCM-0002 2. USE 2'x5"xl/4" ANGLES FOR 2"x8" & 2"x10" BEAMS. SCALE: - 03 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION: 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 ABOVE AND BELOW THE BEAM. no 6. LAP BEAMS ARE NOT ALLOWED, 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ANCHOR SCHED ri In p o x ANCHOR iV f) . Q2:S;IMINIEDGEIDISTArLOAD -. Spans Up To V-0". CONN TYPE CI C2 I C3 1 C4 I CS CSoan Uoipl8:=3" CONNhTYP. CI I C2 IC3 ' PC�4), CS'1 Spans Up To 12'-0" CONN TYPE Cl I C2 I C3 I, C4 CS 5 1/4° 1 W PCON OR ELC " ULTR. CON Willi 1-3/4" EMBED (3192ps1 A IT ONC) 43 I6.0" 16.0" 15.D" 16,0" 16.D" 16.0" I6.D" Sfi.O" 16.0" I6.0" I6.0" 12.0" 9.5" 9.0" 7.0" 5,5" 1 :Q' 10.5" 8.5" ib!01° _ I6.0" 15:0" 16.0" 15A" 15.0" 9.5" 7.5" 7.5" 5.5" 4.5" 4.5" 8.5" 7.5" 7.5" 14.5" 10.5" 10.5" 53 62 16.0" 16.0" 16.0" 16.0" 10.5" 8.5" 14.5" 12.5" 70 16.0" 13.0" 7.0" 11.0" 16.0" I5.5" 8.0" 5.0" 7.5" 11.5" 15.0" 7.5" 4.5' 7.5" 10.5" 1 - 174". ILLENIUKMIC6FAST=-yam WITH 1.3/4' EMBED (3275ps1 MIN CONCRETE) ifi 610r! -_C 16,ow. " 1 &0" " „_ _. .. M _ :5-.FL 53 16.0" 16.0" 11.0" 15.0" 16.0" 16.0" 11.0" 7.0" 10.5' 16.0" 13.5" 7.0" 4.5 7.5" 95. 62 16.0" 15.0" 8.5" 13.0" 16.0" 16.0" 8.5" S.5" 9.0" 13.5" 13.5" 7.0" 4.5" 7.5" 9.5" 70 100 16.0" 13.5" 12.0" 7.0: 7.0" 4.5" 11.0" 7.5" ILL 9.5" 14.0" 13.5" 7.0" 7.0" 4.5" 4.5" 8.0" 7.5" 30.5" 9.5" 13.5" 13.5" 7.0" 7.0" 4.5" 4.5" 7.5-- 7.5" 9.5" 1/4' ELCO CRETEFLEX SS4 W/ 2" EMBED (3350ps1 MIN CONC) 43 16.0" 16.0" 16.0" I6.0" 16.0" 16.0" 16.0" 13.5" I6.0" 16.D" 12.5" 8.0" 13.0" 16.0" 53 16.0" 16.0" 16.0" 16.0" 16.0" I6.0" I6.0" 10.0" I S S', 16.0" 0" 10.0. 6.5" 11.0" 14.0" 62 16.0" 16.0" 12.5" I6.0" 16.0" 16.0" 12.5" 8.0" 13.0" 16.0" j160', 0" 10.0" 6.5" 11.0" 14.0" 70 16.0" 16.0" 16.0" 30.0" 10..5 65' 16.0" 11.0" 16.0" 14.0" I6.0" 16.0" 50.5" 10.0" 7.0" 6.5" 11.5" 11.0" IS.O" 14.0" 0" 0" 10.0"6.5" 10.0" 6.5" 11.0" 11.01, 14.D"100 14.0" 1/4" ITW TAPCON OR ELCO ULTRACON WITH 1-3/4" EMBED (3192ps1 MIN CONC) 1" MIN EDGE DISTANCE CI C2 C3 C4 C5 Cl C2 C3 I C4 C5 CI C2 C3 C4 C5 43 16.0" 16.0 7.5 8.0" 16.0" 16.0" 16,0" 5.0" 5.5" 16.0" 36.0" 9.0" 3.0" 4.0" 14.0" 53 16.0" 16.0" 5.5" 6.5" 16.0" I6.0" 12.0" 4.5" 16.0" 14.5" 7.5" 10.0" 62 16.0" 15.5' 4.5" 5.5" 16.0" 16.0" 9.0" 4.0" 14.5" 14.5" 7.5" 10.0" 70 16.0" 12.5" 4.0" 5.0" I6.0" 15.0" 7.5" 11,0" 14.5" 7.5" 10_0" 300 14.5" 7.5" 10.0" 14.5" 7.5" 10.0" 14.5" 7.5' 10.01 W o: 1/4" MILLENIUM MILLFASi WITH 1-3/4" EMBED (3275p51 MIN CONCRETE) kRJ53m.*CC3, 43 16.0" 16.0" 11.0" 13.5" I6.0" 16.0" 13.0" 6.5" 9 .5" 16.0" 13.0" 7.0" 4.0" 6.5" 10.5" 53 16.0" 16.0" 8.0" 11:0" 16.0" 16:0" 9.0" 5.0" 7.5" 16.0" 10.5" 5.5" 5.5" 7.5" 62 16.0" 11.5" 6.0" 9.0" 16.0" 13.5" 7.0" 4.0" 6.5" 11.0" 10.5" 5.5" 5.5" 7.5" 70 16.0" 9.5" 5.5" B.0" 16.0" I1.5" 5.5' 5.5" 8.5" 10.5' S.5" S.S' 7.5" 100 10.5" 5.51, S.S' 7.5" 10.5" .5.5 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" Z toi 1/4' ALL -POINTS SOLID -SET ANCHOR W/ 7/8".EMBED & 1/4-20 SS MACHINE SCREW (3000ps1 MIN CONC) x� 1-1/4" MIN EDGE DISTANCE C1 C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS 43 16.0" 16.0" 8.5" 10:5" 16.0" 16.0" 12.0" 5.5" 7.5" 16.0 -.1" 6.5" 3.0" 5.0" 30.0" 53 16.0" 6 8.0" 16.0" 16.0" 8.5" 4.0" 6.0" 15.5" 10.0" 5.0" 4.0" 7.0" 62 16.0" I1.0" 5.0" 7.0" 16.0" 12.5" 6.5" 3.5" 5.0" 10.0" 10.0" 5.0" 4.0" 7.0" 70 16.0" 9.0" 4.5" 6.0" 16:0" 10.5". 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7,0" 5.0" 4.0" 7.0" 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8' EMBED & 114-20 SS MACHINE BE. (3000ps1 MIN CONC) . .� - 3' MIN EDGE DISTANCE C3 C2 C3 C4 C5 Cl- C2 C3 C4 CS CI C2 C3 C4 CS 43 16.0" 16.0" I6.0" 16.0" I6.0" 16:0" I6.0" I1.5" 16.0" 16.0" 16.0" I1.0" 7.0" SI.O" 16,0" 53 16,0" 16.0" 13.5" 16.0" 16.0" 16.0" 14.0" B.5" 13.5" 16.0" 16.0" B.5" 5.5" 9.5" 12.0" 62 16.0" 16.0" 30.5" I6.0" 16.0" 16.0" 11.0" 7.0" 11.0" 16.0" 36.0" 8.5 5.5" 9.5" 12.0" 70 100 16.0" 16.0" 35.0" 8.5" 9.0" 5.5" 14.0" 9.5" 16.0" 12.0" 16.0" 16.0" 9.0" 1 8.5"' 6.0" 5.5" 10.0" 9.5" 13.0" 12.0" 16.0" 5.5" 5.5" 9.5" 12.0" 1/4" POWERS SS DROP -IN W/ 114-20 SS BOLT AND 1" EMBED (3000ps1 MIN CONC) ... _ 2-5/8" MIN EDGE DISTANCE CI C2 C3 C4 CS C1 C2 C3 C4 CS CI - C2 C3 C4 C5 43 I6_0" 16.0 14.0' 16.0" 16_0" 16.0" 14.0" 8.0" 12.5" 16.0" 14.0" 7.5" 5.0" 8.0" 11.5" 53 16.0" 16.0" 9.5" 14_0" 16.0" 16.0" 9.5" 6.0" 10.0" 16.0" 11.5" 6.01 4.0" 7.0" 8.0" 62 16.0" 12.5" 7.5" 12,0" 16.0" 1- 7.5" 5.0" 8.5" 31.5" 11.5" 6.0"- 4.0" 7.0" 8.0" 70 100 36.0" 11.S' 10.0" 6.0" 6.5" 4.0" 10.5" 7.0" 16.0" 8.0" 12.0" 11.5" 6.0" 6.0", 4.0"' 4.0" 7.5" 7.0" 9.0" 8.0" 11:5" 11.T' 6,0" 6.0" 4.0" 4.0" 7.0" 7.0" 8.0" 8.0" 114" POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000ps1 MIN CONC) 3-1/2' MIN EDGE DISTANCE CS I C2 C3 C4 CS CI GI CS Cl C2 C3 C4 CS 43 16.0"- 16.0" 15.0" 16.0" 16_0" 16.0" 35" 16_0" 15_0" 7.5" 5.0" 9.0" 12.0" 53 16.0" I6.0" 10.5" 15.0" 16.0" 16.0" 0.5" 16.0" 12.0" 6.0" 4.0" 7.5" 8.5" 62 16.0" 13.0" 8.0" 12.5" 16.D" 15.0" 9.0" &4.5"8.0" 12.0" 12.0" 6.0" 4.0" 7.5" 8.5" 70 100. I6.0" 12.0" 10.5" 6.0" 7.0" 4.0" 11.0" 7.5" 16.0" 85" 12.5" 120" 8.0" .5" 9.5" 8.5" 12.0" 12.0" 6.0" 6.0" 4.0" 4.0" 7.5" 7.5" 8.5" 8.5" #12 SMS W/ 2" EYEWALL ARMOR INSERT W/ 2" EMBED (2000ps1 MIN CONC) 2" MIN EDGE DISTANCE C3 C4 C5 CI C2 C3 C4 CS CI C2 C3 C4 C5 43 11.5' 14.0" 16.0" 16.0" 16.0" 7.S" 10.0" 16.0" 16.0" 9.0" 4.5 6.5" 13.5' 53 T14.0"7.0" 8,5" 11.0" 16.0" I6.0" 11.5" 5.5" 8.0" 16.0" 14.0" 7.0" 3.5" 5.5" 10.0" 62 7.0" 9.5" 16.0" 16,0" 9.0" 4.5" 6.5" 14.0" 14.0" 7.0" 3,5" 5.5" 10.0" 70 100 6.0" 3.5" 8.0" 5.5" 16_0" 10.0" 14.5" 14.0" 7.5" 7.0" 4.0" 3.5" 6.0" 5.5" 10.5" 10.0" 14.0" 14.0" 7.0" 7.0" 3.5" 3.5" 5.5" 5.5" 10.0" 10.0" #12 SMS W/ 2.75" EYEWALL ARMOR INSERT W/ 2.5" EMBED (2000ps1 MIN CONC) 43 16.D" 36.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 14.0" 16.0" 16.0" 11.51' 6.0" 9.5" 53 I6.0" 16.0" 12.0" 16.0" 36.0" 16.0" 15.0" 7.5" 11.0" 16.0" 16.0" 9.0" 5.0" B.0" 62 16.0" 16.0" 9.5" 13.5" 16.0" 16.0" 11.5" 6.5" 9.S' 16.0" I6.0" 9.0" 5.0" 8.0" d�3 70 16.0" 16.0" 8.0" IS.S" I6.0" 36.0" 9,5" 5.5" 8.5" 14.0" 16.0" 9.0" 5.0" 8.0" 1 00 16.0" 9.0" 5.0" 8.0" 13.0'.16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" 8.0" / (8) COMBINATION w - x-w aU LIa t� o um'$ W to 1x 5I7YP.) 2x S ITYP.) WW .Mi93$N� V) Y p W 5S NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. .wi C1� q SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE ANCHORS ONLY . - C4 CONNECTION TYPE USING PIECE 8Q WITH OUTSIDE ANCHORS ONLY hy� We sK ANCHOR NOTES: o 9 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING N OQ m ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE p a O m LIMITED TO THOSE SHOWN IN TABLE 1 (Pg 1). ANCHOR THE 2. ENTER SCHEDULE BASED ON EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE, SELECT DESIGN LOAD GREATER THAN OR v EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER TI AN OR EQUAL TO SHUTTER SPAN. 1(? 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1.9 4. EXISTING STRUCTURE MAY BE CONCRETE ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE bNCHOR SCHEDULE FOR PROPER a a 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 O o 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. R 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS ���� a - s6 ARE INTO MEMBERS, NOT RY. FIELD PLYWOOD. FIFY THAT ASTENING TO PLYWOOD EATE WOOD FRAMING ISUACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. B. 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 IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. -- - • 11= , a 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN B, BASE ANCHOR AND MAY HEAD (SIDEWALK BOLT) UAVE BEITHER A PAN HEAD, TRUSS HEAD, OR WAFER H €I� ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 4gg * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, a P NUT OR WASHER WINGNUT. WWWOMFRWKLBENH4iDDPE 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 10-TCM-0002 12. WHEN ANCHORING TO HOLLOW BLOCK-, SOS DRILLS SHOULD NOT BE USED TO Sp L-es - 03 DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK EA-G DBSCRIPTION, .4 FYI+"* � j - - '� t4 t� f%3"`i"N 4,.w.zi5-z�'i 7 k s. ign 7 .s `P e # • pp .. `.r z x. BCIS Home Log, In User -Registration Hot Topics .Submit Surcharge Stats & Facts ° Publications ?'FBC Staff i BCIS Site Map ;Links i Search p 'l Busioe, .O�SlQI !Product Approval 1`%'USER: Public User . . a ➢C)r w. y;�i ?-ie^e: > , :�.est:c!..or :>.;;ra�::atin,; 5-.ar,:i; > {tn,,i.r;.tir,.n :.._ > Application Detail r iiV ;. FL # FL11398-R2 Nx— Application Type Revision Code Version . 20,10App Application Status roved 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. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters } s , Subcategory JStor,m Panels Compliance Method Evaluation Report from a Florida Registered Architect or a'Licensed Florida Professional Engineer Zx Evaluation Report - Hardcopy "Received Florida Engineer or Architect'Name who Vladimir Knezevich developed. the. Evaluation Report Florida License PE-10983 Quality Assurance:Entity National Accreditation & Management Institute Quality Assurance Contract. Expiration Date • - . 12/31/20,16 Validated By ORLANDO L. BLANCO, P.E. Validation.Checklist- Hardcopy Received Certificate of Independence . FL11398 R2 COT, 2008 Certificate of :Indeoend-3rce-FSC .Referenced Standard and Year (of Standard). Standard Year ASTM-E330 2002 SSTD-12` 1999 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www,.floridabuilding.org/pr/pr_app_dtlas i ?param=wGEVXQwtDgvIL5.K15SWld..'. 9/19/2014 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/2612012 Date Validated 06/18/2012 Date Pending FBC Approval. 05/06/2012 Date Approved 06/20/2012 ........... . ................ . . . ... . ... .. . .............. . .............. ­­­ . ..... . . . .......... ...... .. Summary of Products . ............. ........ . ...... . ................... . ...... . . . . . . ......................... ........... ..................... ............... .... ...... . . . .. . .... . ..... . .. . ........................ I FL # Model, .Number or Name IlDescription I 1111398.1 .040-..0050-.060 STOPMLOCS - 12" X 12" ALUM INUM'COPREGATED STORM PANEL IPANEL I . Limits of Use Installation Instructions Approved for use in HVHZ: No FLI.1398, R.2 11_08­353; F. 2250 Alum 040 05" 060 `0,1 Sea! Al' 6 Daaeci,Drif Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: VLADIMIR KNEZEVICH PE-10983 Design Pressure:'N/A Created by Independent Third Party: Yes Other: REFERENCE SPAN *CHARTS IN INSTALLATION Evaluation Reports j DRAWINGS. F 11`;98 R,2 Ai:: 1_1398.p,if ....... . ..... = .. . ..................... ...................... . R2.AE `Vzfluation 11'3.9F� N'HVf1Z 4-1.r, 10­20%.. df- Created by Independent Third Party: Yes 11r1_9.81,_2 X, =ZA INUM ST(D_RMK)CSJP,ANgLq 2" X 12" HVHZ ALUMINUM PANEL Limits of Use Installation Instructions Approved for use in HVHZ: Yes H 12-1.42 01501 xid Approved for use outside HVHZ: Yes Verified By: V 3OHN. KNEZEVICH PE 10983 ImpactResistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE SPAN/PRESSURE CHARTS ON PAGE-6 FLI.1398 R� AP 050 HVH7 = uai.i ............ L fl Created by Independent Third Party: Yes 111398.3 �10615 HVHZ STORMLOCST�ANEL 12" X 12" ALUMINUM STORM PANEL. Limits.of Use Installation Instructions Approved for -use in HVHZ: Yes FLI-1398 R2 11 06L5.PgL( Approved for use outside,HVHZ: Yes Verified By: V JOHN.:KNEZEVICH PE 10983 Impact:Resistant: Yes Created by Independent Third Party: Yes Design -Pressure; N/A Evaluation Reports . . SPAN/PRESSURE CHART PAGE 6 FL1139 8 1�2 AE 061.5 i..VJ I D .............................. ................... .............. ....................... Created by Independent Third Party.: Yes ............. ... - .................................. ...................... - _ ........... Contact ys 1940 North Monroe S.treet, Tallahassee F - L 32369,Phone: 850-487-1824 The State of Florida is an AQEE0 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-mall address.released In response.to a public -records request, do not send,electronic mail to this,entity.1ristead, contact the office,byphone 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, 1012; licensees'llcensed under Chapter 455, F.S. must,provide the Department with an email address lf.they have one. The-emalls provided.may.be:used for official communication.with the' licensee. However email -addresses are public record.'Ifyou,do not-wls.h to supply. a. persona l.address,, please provide ihe*Department with an, emall'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: M-5 N� HER"M , "BEL Rpz -,1/4-24 MACHItie, S 12' wt. CREW Ty P.y ------------- rS DIREC �01,4 NAY�-C Oti� M A Be REVERSED) 6� x .094-- Typ' m asE 1 17 /§tE IIQT 00 �nl� TYP, L� 9 T �C"111' 0­ D62• �k 12 ......... . . . .... .. ;02 R S_10 MPANEO la A RMIUME @-0h`1CA_DE9j—,7 "U" HEADER o'o 61jl DIOMV H EADER'711 _5r'j"5UfOA6GLE STt)b A103LE SCAL �LSCZ�T SCALE:: 3 V4-20 11ACHINE '1w T12" O'C"151UP �T c I AlY 5,385 _MAX IFTE S7 v i Ik ISO 05.- fu ':�j j�z in ;251 55.. C'4 ....... . ..... ......... .. ­741 -IT , I il 0' Ax� R 44STUDANGLEOANGLE 06C-TRACK (FINISH! Q C-TR ACK J " 0 Wv-GALV. EEL 6R iCAU 3' v-D' iiALsin. Sme I o �-?, P OPTIONAL LEG DIRE{TION Jf2AEAAE3,-'A., I" %J1 KEYHOLE 0 (Raj W A 11 fE?7T;pC _10ATMITRXE�j_.1 NF.' 11 Q80 A , e @5sraE­_H�."'LF SIZE SCAL4-,'0AtPSIZE t_$xAU0i01TAK_1(S .. SCALE 4a111 ifco.1 Wle 0i , lUz. j "m axi, v'x, "-i x r V, atit„- tx C7. wi R, it., wy biz NL 'E f *CGS ZE -'LI Al 1,4 [1 �j FT S I I E FW,1JT4 c" It" kt%gl P"".1 21 ,,, 11, gV X l! F. I c I f r L In A I, I w. F.'I 1 v; 1 v; t; -os F;4,; E.; 5 i GM k 0; r! h E i Atka ft,� C-, h U.&I DA�_ , IT E �T q. i� A i� I 7�1 i I f T r) a If I r. .1 a i I i x% T' 4 mi 0 P. a OLV� S 4 Io"'13 A A 6, i Rt_' 1 7 � k " CC4 1�s 1'i. i V l Q') VE D I IE O'F I'V Pc SH iNi' MLAUDERIMLEFI, 202 a 9 LM LUE NIZILI F#C APPACUD All V,.!AV4194h T "R zr� m, THTloa -bt OT R: rir IfRViR GILL .1-1114 'k . CHEOULY: �* fWbU'*j­ TYPICAL HORIZONTAL ELEVATION WERPENQICUiLWR TO TYPWAL SECTIONS TO- MOIJI'!T CiF Ea rM 1 DO450 41 ( i;v L E SCOT' KEY HOLE SLOT BQTTON '-14"'t61T TYPICAL VERTICAL ELEVATION SCALa'r - 0' PLAN VIEW V4" TRAP r-AcuNT aosumg'ppmw 114;. Ek'ISTING COP CRET% 1iOLLOW C01,1CRETE LOCK WALL. MOUNT CLOSURE DETAIL. TYPk:;4L tLOSURE DETAILS EXISTING CONCRETE. EXISTING CCNCRETE HOLLO 1 CONCRETL'BLC<Clt OR >JOLL(JIW CONCRETE BLOCK OR 'WOOD FRAMING W,001) FRAMING va CONNEmotJ TYpE, sT jP; TOP AND OOTTONL "r REP IiCE_,AtACH0R StF.EGtJLE rCR lik'X `( \ L\ h SPACING 1 \'♦ � \ Cl CONNE ON T��ss� REPFaEN1 ANCHIOR ' SICHECULCFOR MAX. . SPACING :.:,_. ♦ � EXLSTItIG CONCRETE `$� � LOW tONGRE7E BLOCK OR'/1`4 ct r t`I II»" MAX. 4i OD r 'MINCI t'',,w .1/4"MAX '* MEY .t ,- �. ''�' .._ ITYR: T[P AtiOBOTTO�J! 9 Gl 1 I I } EXIS HOLLOW CONCRETECEENI$TING�J GLAZING WtiGO� FR MING-\ EXISTING � �-'.~�.. , RLO REFERENCE'ANCHOR « 4 z - CA CONNECTION TYpE GLAXt:JG r Tr s, SEE A`UN a EXIST IJC - - ,_._ :-. _ ... Illl) I t - ti M SCHEDULE FOR'M4X Sts"[ MIN t'• =' S'0RI.1 PANEL y - tc.. GLAZI G j." .: B SEPARATION gay, - , ...:. pw - t s SPaCtN1i .. STORM T k{EL FROH GLASS f i V~.� I C ? 1 +C M\ N { W9 TABt E I. [) o t .... r I ?/e MAX FROM GLA" / ut to:a 5T0RMIANE- w:u: nj = SE . It bP G 3\u:w ♦ K TABLE 2:^ nEFARA.PT ON` w T. \H-.. Z {` ' X _FFn PM GLASS TABLE 2-�.��yw baIMAY BE - R£L'ERSED F E)lSFItJG Y^I#:.., lr, t7"'\ ,. a p 1`♦Vet-`�, j t 'Sr U--. GL A>ING I' SEE JiIN s �WPO\, �, •`,�! STORM PANEI - y a. - '3s`.•4 Y aEP/jPrJCl9 a.. .• �: `.:...I/A" VIAX. \ 4 FROri GLASS Cl CONNECRON TYPE - B a ' 'REFEREtJLE-ANCHOR Fta _ „.k� i`a,B1,.E'Y .'z „, _. SCM£OULE FCR MA I Ot NECIION TYRE ''\ "a tlfL' MAX P:a Xl C TC" t , ♦� FASTENER +6 O.C. OR (;I 12 O t ',BUT DO NOT ^ SPACRAG tiEF_ER:E�JLC�ANGNOft '', .: { rl; :,t l 1 `....' S ` 187 Opnow T0AtA�aUNLN4 �i." EXCEED Al{CHOR �GHEEI(1I,E SPAC)taCt U E. 1 WAEM;H A' L'E a [IILiIiS'OIJ{{,,d kl f .Y}Ip E .. 5)'+hCINC .. ..: 4'I.x' ♦ a l .,`' 114 !t MACHINE BOLT adtTH. 1ylAaHEP LOCATE' FASTENER i NARROW.. LOLh'NLIT ( 2" O C: PQRT)On OF'ISEXHOLE WASHER 13PTIONAI. (T (P. TOP F, IlOTT-aml 41�COtJNECiIOtJTYpE Cl CONNECHON.TYPE LEG 01, CTION -REFERENCE ANCHOR ALL MV p�UF_Ji ECTIf N' ' < SCHEDULE FCR Mh.0 SPA: - / BUILD OLIT MOUNT SECTION THREE 1 e 5x MIN 4" cALg= I - a LONG 4001) LAG SCREWs (rl P TAACMIRECT MOUNTSECTION, " . '. EXISTING CGN;RETE. - - �l >I,^ G.C. HOLLOW W' _ONP)G- . OR - ER C MAx WITH L EMBEDMENT INTLi d0oo _ \ \ WDaD J MINGETC 6{. G'CK LTB .� QR �RAMOFb MEUSS:a iAiHBpgNEGRFIC AS.fAP EDCE'^. CS CONVECTION TYPE EXISTING j :.-^" ,.,,--r` ..� P •' REFERE14CE NCHOR 1 GLA?ING Ix; ,,. ,. t(fy1 - EXISTING STUCCO SCHEDULE FOR MAJ:SPACING .-I'F, € _III IE. . t Si7FFll' R P YtiipOp A > *MAX, SEE Mlt4, EXISTING STORM PANEL " - "j %d.a rode ?«ONT — g },. j f GLAZING �. . GaN 'I ES s ANCLE OR 4 SEPARAT FPO14 tit S y . o ;; 1/e. x Cf)NT C TEK SCREW 4 W z, TAB',E 2 3 Y [� i2 OC ) N d7xG ALUM. FLNT ... ... .. BETWEEf;. io?vtM . �..� TION. . - Irl,w rs.maGn S. w TAB Li 2 . a., C. q SEE MIN . STRRt - '�-^ •, t IN -v f ( 1 6LA¢5Yr}84£ Y '^, \.'\• iI V/ LOCK NUT 42" • .C. ,,;:,;v;, ,.;a �.;: ` FASTENER, SEE DETAIL EXISTING Y`: t M.! E'AMf HOR St HCDUL E, I r' GLAZING ♦�\ 't, rOR MAY.. SPACING VWVa" Cl CONNECTION TYPE \,� AWN. ANGLE REFERE)JC AN' HOR 1!4" Ptl,,X\� - SCHEDULE FOR `\ xA C4CONNECTION TYPE - - EXISTING CONCRETE, {:... �Q .✓ix '�" ..� i'�4b.a:. . \` \ 'G ;,i / RF.Pe RE)JGE AWCti0I2 HOLLOI'F CONCRETE BLOC OR SCHEbliLE FOR MAX. K \, , '.SPA IN[� WOOD PRr,M)Nsi< toEt DETAIL �, t9EItJLG/FLOQR MOUNT SECTION ]N 1 G I "PA5S �HRU" SEtT)O14 r CEILING MOUNT 1 SUILD "OUT SECTION' f � � L' st L> T =n< SCALE �'�� Q:. HJF,R[GA?IE PfPIOTIQS�' ycCJ DET L-E IPA55)HRL 5EC)PNCROR 5CBEDULE It I rJ T..PrGI. MIN U'"s Pa1fER :... i ti as -f,3N f/i" CALF_ N 'SW, 7, B'" DtJG WC.0ll LAG 9CRlll Wi 14N}HUi", OR 1-1l6 c`"belle1I'tIT 1. 7. 314` EMBEDMENT t' '"w STAOkes5 IN, (BLOC1�) E11BED+YEYI' MEAR'.. ALL£L SREEL MACtiIt;E pR 9ERaE)JDICULaR CRcW ^{G Wp apGRAIN GO JG i(Ct LUW 3.35 K50 jVAU OW;X CONC.. (3 35 pi iV0up L J}1D�,,1�.-3s t, \t'I':Ditjus ate; G3rTiy,M zz...:IIlC.6p?tii SIG :Je^; I' L U'i.^.'il'��'2fi^,41IYLt't�i#2•iR :.Sn.'ii2G1'?3T)2 / S1:Ji,J'%'i. t�xj:t, j:).11't12G..nn'(.t'aCkyy,...u1k.C:d1{ . t3R PF AF/1NG MEMBER :,t006 LAG SCR WSw� OC, tl X WIT11 }£ kX{S71Na t..jL;CO r ✓., J4� 2.1/ EMBEDMENT iL'JC1/Lgk{yIN+�,-LO1JG 2 FItJISH OR FL'S-WOOA f } C €O INTO WOOL} ME tBER , SOFFIT - w i f T / ! � - I'_ - C CONNECTWN TYPE STfiNLE5S S'TEEI. 2 0 ~ f 'i k f thh as TW."O1/4 0.MIN a LONG � uI USE V'WOOD LAG SCREW OR .rf LvDCDLAGSCP 4fS EXIS':'INti s � - i r I'1! WOOA LAG SCREWS ' £ ;F. i", f V4" ELCA-'MALEgzI1ALE „j 2+• p L ttAX:.VilTti 1 m PANELNATEREFe'FENCE pNCtipti 1-914 MIN EMBEDMENT - CiLAZiNG - r z I I ( I f LY 1 L "�. 1/ O,C. PI k. !vT t1 INTO EXISTING-,' -1/ ENREDt tEN7 SCHEDULE FOR MA:X `tiro WOOD "1EMBFR { SPACINGOp. TI f�� STUDS r 'L•- •°--- s-"-ElI �:.. 1/4" lu W 3FRA•;MING ,rlr xt0.�1T AL4M;• r- iu Y L OR 1" z b -_ -- t1gX: 1�� �1J2 1.!, T . / TUBE .Ob2 C]tlT, ALUM, r _.. '- Z v �.•PLYWOOD-,€ PP.AHING REQUIFzE000 +: TV jfr i y t< $CFE4N T4J3E {g063-TE3.!•.. -.- 3,• 111 I I � z �rz, // t+ GE T N TEN 5- aE4t m ' 4 4114 3/4 1 A: MAX. e.._ aEE J41N S 1 oRt9 CO 10 O C mT� r - TAX �.,'` - w air AtJ L SEP FROM �' DkTWkEtt " uj? r GLA EXISTING ,�, �,.I'1 s�... y iy > y S:5T¢.jikF 2 `e RLi55E5 xJ: p GL.A ZIN....-1. ., . 1. ,.,...,�.:. ,,..._: �ti ,,.� � 'SEE MI;.j, TOPM �• wiW �'+`- s`--»-- � �.. 5: �i G PANCL SEP-FROM Q.m h''"• X "7""' Ya 4� i z Ni 1 GI+lSS'TAELE� d;!t z. � O fifLQ _.. EMBEDMENT.I I UODED A+:GI.s. Q'{j, - ,^-"' a - op.1 ALUM ST T L-20 S rUCS �J - .\ ",7 , '`,h tC. a ES,ISYING t"L ur i GLAltNG L4.N SEE NIN. _ x... .c ° a STORM PANEL - �9 i .a 1;s �.' E:. 5EPA3iA'(ION �: A 6'. .' TWO 114"Ox MIN.V LONG .� Jf :s ! y L� SASS i}�- FRO. :� _. STAINLESS STEEL' j•-,j�f,�'` A - 111.1 7 E 7 CAB '�` - CA CONNECTJON TWE WOOD LAG SCREWrS 3 f i '�,� tr2r ``2'•+ �` REFERENCE AtICfJOR 'ul t O.C. MAX. 5�17#{ F .. �' 4,4 40 T 3r4" J,UN. EM6EOMEN-f, { �;z ! T_ 4 9 , t1.Q%,. SCHEDULE F-7R hiAT:• IN CENTER OF STUDS:' -, �� t '•mx hIW, 2«1F2 LQNG, c SP:'wCINS f : j 'a. , L5 CONNCCtJQyTYP¢ ..a':'„\_ \'• t •V*':% ° l h STAINL£sS STEEL l '�• 1...�..,,�, - e Wool)Lr,,G SCREW 12- p.C.m 1 REFERENCE kNCH`JR'. - - x 6" P:T FONT. W, 1-311." VIBEOHENa I w 5CME0U«Q F,OKt (1QS(: s _ EXISTING CONCRETE, ''4601) SLOCKIN43 INTO WOOD 6LOC1tiNG 7 '�SPAClJG- NOLLOW CDNCRCTE 61-00: OR EX1aTtH�, CONCRETE - WOOD FRAMING' HOLLOW CON RPiE DLt1CK OR U BUILD DOWN / BUILD -OUT SECTIOPJ 1 C! ILING�&U(Lp-OUT MOUNT SECTION WOOD - FRAMING BUIL p OUT/pLOOR MOUNTSECTION SCnLL SCALES 3" 1'. -. C„ . . , 5 A[';Et 3 Y'._:.. }}w - ...._.._. Iht(L 26 R33L"' ACHINE SCREW CLASS URi r/ITH 7> M 6715" - DOOR a �. W K 125"' SQUARE C. REytNEAfJ iPANEL LA�SATION h NS1F1 Uj ' --1/r. OD.x V4- 10 3/1V TO LOCK STRAP IN �''�" " �'`� flyLO;J BUSHfNE ``— M'� LACE USE A"HUMD �4' F CRIlAr2055tIUfijTYR}. AETAILL w: uI SCREW OP A. TRUSS 1 N _ 'IEAD { i nE,a '1/4-• O C1 COtt11EC110N TYPE Mr.CrJINE SLs"2EVi .. " - - _ • tWIT11 675 y ITB REFERENCE ANCHOR s .� J `! SCHeDULC'FDR MAX. �� '+ ,x , K •125 aC.UARE ' SCREt/ HEAD ' EXISTING CnN4RETE SPACING u�.r HDLL4W CDN(RETE Li.nCK OR 1.0. AND • - . wnnDRariING ��^•� tJ ,r 1/Z O D x5./t6': \ 1 B1S11 NYLON FIN BUSHING OR i/4-20 LCCATIOM NOTE; U6 OS DETAIL SI{ALLBE IN CONI; NLTIONVVITH AN {Y /1U tJUT IC, 4Y t{1�Epl OF`STUb ' h"I{FADE OR"U ` HEADERTOP AtOUNT K C-TRACKASSEkABLY.INSIDE NIOU14T �C-TRACKASSEMBLY- [BLOW UP) C-TRACK ASSEMBLY pSOMETRIC VIE M UV� i 4 € iiJ/�RIC(tNE I?�2�T(:CT1Q1 L,t iRi P,pjC t p:t,D,sr;�<ste il,n{Y,K,:eze;,.t11Vlll?i':Zt,iz•:42..'r.Ts t,sx,l'tab sa,nt€e•L9Zti7.�It�.-7�7it2atz'i:St:71 PLL Lexle, 3:1.i7is h, h,.✓,,FaiDsPu;y}e.t;ay. .. .. .ti EXIFITINCf WOOD y t 1 1 F _XISTING CONCRETE 2 y- 0 055 6063-T6 --CS CONNECRONTME HOLLOW CONCRETE BLOCK OR 12-. Sn ALLJMT-use igQ011 FR h7JND EErBibplENT '•- \ f FEFERENCE ANCiiDR .t10 ' 0•i o CONNECTION int ." SCHEDULE FOES MAX: REFERENCE ANCMgR SCHEDULE FOR MAX ... ..,a m PACT Nf � MAY ' EXISTING .. r• r..�'_: - ,2 /n- SEE MIN. STORM PANEL f SEP$RATID'i .�.. {£y' t'+= FROM'GLAS o,EXISTING TABLE 2:- / Un co GLA It.G ... �ico W;w SEE MItJ Ih STORt PANEL '" -'I•° j4 9,_a x.Sc'PARAT7p14 - .;..._ a" A r. m a FROM GLASS !,{ W}D / \ M.Q.X. I z f'; •; f r ` 1/e '0S5 BOLT w '. a.L \ F x 3 NUT 11 OL c �" tE ;G 73.1f �'\ 3t" - L 1.34f�,• 3,� -E(Ia. i CONT ALUM. ANGLE • C2 CONNECTION TYPE REFERENCE: HOR SCHEDUL= FORMAX.\ d'\� s"• >�'� ,�:SPAEING- 1I - Em RER CONNECnONTWE 7/ \, , f -'�• FERENCE-ANCHOR �e b, SCHEDULE -FOP MAXI EXISTING CONCRETE.ALU;L'T I1BE AC117G" ., MGLL01d COWfRETE BLACK 2 5"` VPALL. MOUNT SECTION OR WOOD FRAMING P ' � SCALE' 3" = T - El" WOOD CrILfNG! INSIDE A'IOUNT SECTION . �... i 5- LONG HANDLE s . :.•...._. ...4.'INDCVVU RIVETED TO PAI,JEL CI CONNECTON TYPE I 5 a BOLT ' �; SCFIEPVLEE'OR HAX: _ R tIiipps.E FORR . i a BOLT a wit{GtuuT �' sP'nCJWG 1 /ASfriING'P iE3 , r PUhtCN It x 1 HOLES1^t 1 ..� .. ..... .l,.�. _. AI,.. .� 24' p C. IT1'P } 'A ,ADJACENT PANELS TCA RECEIVE 2G'GAGE STEEL ,t11S BOLT hIPfI NUT. PLAC=- 1 BENT PLATE •+` ... PANEL OVER EACH ADJACENT 6C b3-Tb lUtdO . �! . •,t 1 ` PANEL AND FASTEN yINGNUTS 777 -a - + AFIGLE. FROM THE INSIDE ( \ •LG E 4, \. OVERLAP 1' `EN'tzEO 3 .. � - I t� f MAC: �zt �NLRl 1 . EXISTICJG ZMat(. PANEL HEIGNI 7 4 &' h1A1( DES,jGN 1pk0 z7:P5.F.1 - J (+ a- C •s,: . Bf.Y LV7{00•V IZZI""" 1 3 1/•. 20 x 1^ MACrIINE INTERIOR P srtte+ STUD 'nTH ? ,a. IN ASTENINGANCWE`ASSOMIIL-f _..'...... , :......j I," ASHERED JINGNUT IN �'-'N �`?, d 5C ALEI 9_. 1/l. 20 S 5; BOLT 12 U C ECO14N-.E75 `. nn i . & 801T $ 1 INGt U ,� .. �� TO ADJACENT PANEL) ..... "^�' S f p .. 2 GAGE STEEL {� V OVERLAP v i HESE DtT ILS ppEP �C7 T;-1E �'y: A BENT PLAT EEL .� - O JNt TMN OF TH AST PANEL. - y yT l t } y (.�,,l!;� FOR AN OPENING WITH PANELS'' 4 - `�• 6063-G AIUMa WALL MOUNTED i7 D %? ,, 'w y� a uasTAUE F off{s�Io . USE a + 6E'NT PLATE! .:...r �" I $" x'2'! x t/e'"x CONT F , 2-Y/i" x t 7: Ar RR r m....� �. OF+`THESE E7AL HALLOEIN t { s STUDDED ANGLE rylOE'NOTLHE5 pp t1.AX. - EONJU+{LTPO�J��I7HA (SEE SECTION Tt r ITYP. BO71! SIC<ESt HEA(?ERQR 'Yl. HEHQER UP TYPICAL CORNER CLOSURE DETAILS (PLAN) R OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) SCALE:i1/� �-9'-J"� NT:S: ' _ iiJ1YRlGhNEPft�TEC:T1Q�+1' .� t4oF6; C"sD;_A'iIj cty?t l.Qi:.ya;Ate,CR,LIJV.1K2rz: ritiliCA02i`Ce11214i,; EC.L U�,Ow+T•, tl�l1.. ii2-9i:,vy I..1,ti20I27 ,2:�'r'FL tr�yet 4:].i7237S,:Anvh7 Qs.a te.[cns ._ .• .- , , . Etz�:z �4s'v cl 7) UN MPEMEI F 4ng yn Xi U, Vql,�it 4Z I X'g., A isioi lz: v k, Ati�� 6�,l -11 1 — i ', ; � u �'i �,i wl v I S - 'H 0 , � ti �q !".. 7. —�q T�sj�# TiN wngoim, ikll �P�iAL 77"" N�., IA� 1- l4m,.L k�', Mix e-D W� Wo, rt�l �,-.Ixtv ugman aq UP, i� O"Si �,�M f VWAV 0. 141 IC 1, 4�� 1" 0 fl�A VJOUY. SpAq: 3 ,lt v o u Iv'w p. Njw �Nr Mgt I 7 41 to t'Rt VAR%', 'A xv Yw 4 N�11�f:�'. ql, -.0 ul-Omig IF�NluWfm4pwia, T: Wh-ff I AO ST i� V. 2 S.FP, �F, - 3v•1 N; o 1 1,1 000 I'll uo q OR M44^ATio pAlla T As'L IIAVW� mmlou.m u ls N� t"A'. ,, , A W �A, Av 04 :�s 4-,s. AN- i R C ... ...... . "W; In 'tit Le AG N*f� g. pp lk, �.4 i,q�ws *piz �v m€v, 'p"ComRs o 'ot "i. !J Ta: 41 N 0i'AU, IC p �mqpoml, iQ;, i FLO METI,cy gi, -mm -pi�MR S.0 1A T MINIMUM STORM PANEL SEPARATION FROM GLASS A B L r+0�`'i1Vk DELI y 4; Li;.•!j ACTUAL S-�ANILt � "� ., y�l hIN 5=P FGR r,"L ; ro1.6 II HS Ife N _D' "' -- E ll@ �kF31 Flat REF 3RALL FI"T,�L �TIOix� fR[aTe"R hAN 91 m610VE 0o ADE UNCLES! '. 3/3 5C 0 .. ... E3-8 ... 3- Ec,o 8-:6 • -,r ...0 .: 3 8 112' A4A { 1 '. E 1,2 �. _ - ...... . 4_0 s t-1/2 .- _ Izo.a .. .. .. a "' TAOL1.1 fID7ES; 1, DETERMINE BOTH T:-1E POSITIVE AND THE Nf,CAT1VF ' WIND LOADS. CHECK THEIR R�SPECTIYE'SPANS AN. A 67A�f ALLOWABLE. USE THE LESSER VALUE Of THE :w�7.: ?:FOR . FOR ,E tGM LOAD$ s YWEEl Tr DULATED VALUES ... i SPAN SCHEDi�LE USE NEXT HUMER LOAD OR LINEAR INTER P.OLAT€ON 811.1 gktiSfD 70 pETERMlNE AT.Lflt: `ro91.;: SPA. NS, E. .. : - : • - '. '� ��' .... . - .. 1 Fil51T€VE OE.' N CiA'E}VE' Pi ¢! I�f lt'til.ii P{TES AAR f T1R ¢€G5 �a;*'j yy - cIRB It,f #'Ats"URE' J "" 51=3 G1} . i. EIti7!<R TI GaLE 2 WITH fl4Sl"'lYE DESIOP}7r,OAD ` O ' DETERMM MIN. 5TOR11 $1i1J7'TEr'1 SEp r+ftA t,k C`" 'j _ •'tQ b - a:N. GLASS.'-- ..1816! �� 1➢ $4 il`° a"1� ti ��