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HomeMy WebLinkAboutSUBMITTED PAPERS1. LOCATION/SITE ADDRESS: 21Lak'e..:Vista Trail #101 2.. PARCEL] DNUMBE.R 3422=500'-.0281=00013` SECT TWP.: RDIG.'. MAP' :. ZNG 4 �U )A IT i 3. DESCRIPTION. OF PROJECT OR WORK"ACTIVITY: Add 'shutters to sunroom (.050 aluminum panels)' to sliding.glass door.' ' 4. TYPE OF STRUCTURE:,:SIR ADDITION" OTHER Condo 5. OWNER'INFORMATION 6. CONTRACTOR INFORMATION Name: _Ant-nni n P. Amal a" TnC,n ` FLReg/Cert.#: 'SCC131150586 Address: 21 Lake -Vista Tr. #101 CountyCert#: 2558-4 City: Port St. Lucie State: FL Business Name: Master Craft Aluminum Zip: 34952 Phoned 340-1651 Phone. number: "335-1177 Products. Type of Surface attachment: Wood Frame Concrete Masonry " Other . roduct ype Ma�mum. Opening Pressure per.,' A.S.CI E. 7 Product Compliance Report # Method of Attachment Asper Product Approval or Engineers Anal sis 120 mph.130 mph" 140 mph 140 Exp. C FL. N.O:A_ "Other :: .Anchor Type. Anchor. Spacing Panels seB att clued ' ccordion -- - Iemovable oII U olonials ther:, ALL. PRODUCTS SHALL BE -LABELED' FUK.DE'1'171KMJl1VIPlli JMPAU "ri"Ma. **SEE FINAL INSPECTION PROCEDURE FOR EaCISTING RESIDENTIAL STRUCTURES ONB $. 7. VALUE OF CONSTRUCTION: $ 8 0 0.0 0 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application' is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. Jeff Jackman PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SI 0 OWNER OR CO CTOR/QUALiFIER STATE OF FLORIDA, COUNTY OF S t . Lucie - -- - - - ' ACKNOWLEDGED BEFORE ME THIS 16 DAY OF Ma V , 2o13 , BY, J e f f J a c kma n WHO IS PERSONALLY KNOWN TO ME OR WHO HAS P ODUCED - AS IDENTIFICATION: �9S SHERYL D. MOORE Sheryl Di Moore r NOTARY PUBLIC SIGNATURE OF NOTARYTYPE OR PRINT NAME OF NOTARY ST T%LOF FLORIDA TITLE: NOTARY PUBLIC COMMISSION NUMBER . COMM EE15CA61 Xpires 1/15/2016 SLCPDSD Revised 96/17/2010 Property Information Owner: Antonio Ioco Address: 21 Lake Vista Tr Port St Lucie, FI 34952 Building Information Wind Zone: 160 MPH. Exposure Category: B Minimum Building Dimension: 45 ft. Mean Roof Height: 30 ft. Risk Category: II Design Pressure Calculations [=E ocation Device Device Device Max Positive Max Negative Zone Width (in) Height (in) Elevation (ft) Pressure (psf) Pressure (psf) 1 Int 33 111 7 23.6 -25.7 ......... 2 ........ End .... ._........ ........... 33 ............. ................. . 111 ............. ........... ..---....--- ................................................ 7 .... _................ ................ ... .............. 23.6 -.._..........................._...... -30.3 3 ..................................... ........ End .............: ...._....... - 35 ........................................_......, 111 .. ............. 7 ......... 23.6 ...........__............ . . _. -30.3 .........., . 4 ..._......_ ._ ............... Int .... ,--...._........ 35 ............. ....... 111 _ ..... .... 7 ...._ ... .-.... 23.6 ........... ._ ....__-._ ... _..... -25.7 ....._. ...._... 5 _ ........... .._ ........ . ......... Int .... _.....- ................... ......... 35 _............._..._.. ........._.... 111 ........_.,......._..._ 7 .... --....-_....... _ _... . ._ 23.6 ............... _ . _. -25.7 ....... 6 _._._ ........... Int 35 _ 111 _... ......... 7 _ 23.6 _. . -25.7 ..... 7 .I ...... ............. _ ........ Int .............. .... ........ .... _... 35 . ..._........................................ . 111 ......... 7 ............ -_ ....... 23.6 :__... ............ .................................... ............ -25.7 ......... ....I...._ 8 ..... _........... . .. ....._.... Int _... .. 35 ........... ........ 111 ........ _.. ......... 7 .... ... ....._.._ 23.6 _ .-.._...... ............... -25.7 _ _.-.. . 9 ... _ ... ____ _.......... _. _..__. Int .__ . __ ... 35 ...... 111 .......... ... _... ...._...... 7 .. . ....... 23.6 ... _ -.- ..... ...... ___.. 25.7 __. ...... ._ .... . _ _ . ................ 10 ................................... _. _..................................._ Int _ .... .. _ 36 ...... ... _........... 111 . ....- ............... 7 23.6 -25.7 ..............................._...................................... _........................... ._._.... _.._...... _........................................................................... --11- — r ................_...... ....... _.............................................. .............._...................................._........................................._.._.......................:..._-- _ 7 -_ - ..,._.......l...._.__..-----..__..._._....- . -25.2 Prepared in accordance with: ASCE 7-10, Chapter• 30. Wind Loads - Components and Cladding. Florida Building Code 2010 ed. Page 1 of 1 1777 r L a s a r ' i h� zapa g s�� 2', y �71 e t °-y4�,ZF✓"'K�r�",.s•rr`', 1eF,,r x,v,.a�.az_w.f..... L2 a� a 'w z ! n � E r m! Sri BCIS Home Log In i User Registration Hot Topics ( Submit Surcharge Stats &.Facts Publications FBC Staff BCIS Site Map Links ( Search ` lc User i CO eSSIOf � '` Pwdu6t Approval >Pr;.::`:Ui.t 6; A4atii WjSt:arQi>nnplicia ion i. i_ot,>':4pplication Detail . FL # FL11398-R2 Application Type Revision Code Version 2010 - 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) Equivalence of Product Standards Certified By .. Sections from the Code Town and Country Industries, 400.West.McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum:com Tom Johnston tomj@tc-alum.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Shutters Storm Panels -Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Vladimir Knezevich PE-10983 National Accreditation'& Manage ment.Institute, '12/31/2013 ORLANDO L.BLANCO,'P;f. ,ZZ Validation Checklist - Hardcopy Received Standard Year ASTM E3302002 SSTD-12 _ 1999 TAS 201 - .1994 TAS 202 1994 TAS 203 - - 1994 http://www.flondabuilding.org/pr/Prapp dtl.aspx`. param=wGEVXQwtDgvIL5K l 5 S Wld... 5/17/2013 Product Approval MMnu-6' Method 1 Option D Date Submitted 04/26/2DI2 Date Validated 06/18/2012 Date Pending FBC Approval 05/06/2012 Date Approved '06/20/2012 ISummary of Products ......... . . . . . . . . . . . ------ - - ..... �­' jModel,-Number,or­Name--irj IDes-c-ription I i-398.1 14040-.050,.060ZTORMLOCS PANEff" 12' i li" ALUMINUM CORREGATED STORM PANEL Limits of Use Installation Instructions' Approved for use in HVHZ: No Wi . ­35j, �27;1) =ju 040 Approved for use outside HVHZ: Yes A;, 6 Pa--s:." .Impact Resistant: Yes Verified By: VLADIMIR KNEZEVICH-PE-10983 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFERENCE SPAN CHARTSIN INSTALLATION DRAWINGS. Evaluation'Reports F 1 .1 11398.2 HVHZALUMINUM STORMLOCS PANEL Created by Independent Third Party: Y F ...... . .......... . ...... .. . .... ......... . 12" X 12' HVHZ ALUMINUM PANEL Limits of Use Installation Instructions Approved for use in:HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: V JOHN KNEZEVICH PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE SPAN/PRESSURE CHARTS ON PAGE 6 a!qa' 221 d 'IE_.,.* Created by.Independent Third Party:_ Yes___.__._. 11398.3 -70615 HVHZ STORMLOCS PANEL 12" X 12" ALUMINUM STORM PANEL Limits of Use !Installation Instructions is Approved for use in HVHZ: Yes Approved for use. outside'HVHZ: Yes Verified By: VJOHN KNEZEVICHPE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE SPAN/PRESSURE CHART PAGE 6 PIA E. . ........... pr f .. . . . ....... ........ .......... ............................. by Independent Third Party: Yes . ...................... ....... . ....... .. . ... ... . ........... ....... ......... . ......... Contact Us 1910 North Monme Street, Tallahassee FL 32399 Phone: 850-487-1824 The State ofFlorida is an AA/EEO employer. Coi)vrinht 2007-2010 State of Florida. r. 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: rr i-, r r http://www.floridabililding.org/pr/Pr app P dtl.aspx? aram--wGEVXQWtDqvIL5K15SW-1d... 5/17/2013 . ...... ... .. LABEL LOCATION 2 ., 2 02-1 (TYP.) I I SEE NOTE o 1.07 I1 Ij o - No. 13 4 12.00" COVERAGE , ' 14.375" ' STORM PANEL-- y_ SCALE : 3" = 1'-0"-� ", 0.050" & 0 zl I 1.05" MIN. 7_� I ,.000" COVERAGE , 8.332" a HALF STORM PANEL SCALE : 3" = V-01' 2.250" .062" o 2.250" O t062 i062.•315•' �371' 2.000' OA 3 LI'HEADER OSCALE: ShDRHE. 3"-= V-0" .060" 2.990" 2.250" o c •Na, .101" .094" .120" o .094" c 125" r s ri �062" 2.020" .250" 3a BUILD-OUTHEADER . SCALE .-3" 1'-0•' 1.525" STUD i.125" TYP: 700" DIRECTION 11 - .886" MAY BE 375" R 524" 524" REVERSED TI- .090" .090" GENERAL NOTES: NI - .150" �^ .215" THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM DESIGNED '^ N L u!'215 215' 2Og .215 r AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE o' .091" .090'• .060" .090" WITH THE FLORIDA BUILDING CODE. • I 1.00" MIN. a .315" R YM 2. THIS SHUTTER SYSTEM HAS BEEN TESTED FOR LARGE MISSILE IMPACT RESISTANCE W '632 5.00" MAX. SYM. .700' IN CONFORMANCE WITH THE SBCCI STANDARD SSTD 12-99 AND FOR UNIFORM STATIC 1/4-20' MACHINE SCREW (STUD _ DIRECT}ON MAY 1" BE RE V.ERSEDI.N c '.098" TYP. 2.00" MIN. 5.00' MAX• I. AIR PRESSURE IN CONFORMANCE WITH ASTM E330-02. REFERENCED TEST REPORTS 4a STUD ANGLE 5 ANGLE O C-TRACK Ba C-TRACK BUILD-OUTF-TRACK CONSTRUCTION TESTING CORPORATION (C.T.C.1, TEST REPORT No's. 97-063, 98-009, SCALE : 3" = 1'-0" SCALE : 3" P 1'-0'" SCALE :HALF 512E SCALE :HALF 512E SCALE: HALF SIZE 98_010, 98_011, 98-014, 99-044, 00-041, 00-022, 01-037 AND 02-012. .376" 3. AN ALLOWABLE STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS .376" ,qgp•• .190" PRODUCT: 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING-�`313" .452" 655'"313" 452" .655" WIND VELOCITY.- 5. USE OF THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT 'O 'O 0.090" (TYP.) ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. - 6. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 1 0.090" (TYP.)---"----� OF THE FLORIDA ADMINISTRATIVE CODE. 200" ILEG DIRECTION 7. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE _ _ - IS OPTIONAL CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS r F°TRACK DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS 8 Ba F"ANGLE - TRACK CAPABLE OF SUPPORTING THE SUPERIMPOSED LOADS. ^�S.CAL.E_:,NALF_SIZE OSCALE : HALF SIZE 8. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PER 1/B" MAX. EXISTOING CONCRETE HOLLOW CONCRETE ALOCK WOOD FRAMING (TYP.) O WALL/DIRECT MOUNT 1 ALUM. ANGLE CLOSURE PIECE QS I 1" x 2'• x .125" MIN. TO 2" x 5•: - 1� MAX RMITTED. 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, •440'• 1 SITE SPECIFIC DOCUMENTS SHALL BE PREPARED BY A DULY LICENSED AND REGISTERED 25• _ .563-0 � 1 qqq 99 ENGINEER OR ARCHITECT. SAID DOCUMENTS SHALL BEAR THE DATE, SIGNATURE i� I ((JJLx AND EMBOSSED SEAL OF THE DELEGATED TEO ENGINEER OR ARCHITECT AND SHALL I I 1 /t".!} 1 x BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW. 10. WHERE COMPLIANCE WITH SSTD 12-99 IS REQUIRED, PANELS SHALL BE PERMANENTLY °' '^ / LABELED WITH A MINIMUM OF ONE LABEL PER OPENING OR THE MANUFACTURER o ��. AND INSTALLER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE. WHERE LABELS - 88" 30 ARE USED, THE LABEL SHALL READ AS FOLLOWS: (lAMAG3 ALLOY) (20 GA. GALV. STEEL OR 40 T*+ TOWN a COUNTRY INDUSTRIES 'WASHERED----z-- OR 0.050'6063-T6 ALUM) HURRICANE PROTECTION PORT LAUDERDALE, R. - IS WING NUT (WINN) 10 KEYHOLE WASHER ALL SCREWS, BOLTS AND WASHERS SHALL BE 2024-T4 ALUMINUM ALLOY SCALE : HALF SIZE SCALE HALF SIZE' WIDTH UNLIMITED STAINLESS STEEL OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTN TOP OF 60 KSI, U.O.N. 2 ON DLE INSIDE PERP. TO PANEL SPAN MOUNT 12. TOP 8 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIDN53 3 3 �- TYP. SECTIONS .... DICTATE, PANELS MAY BE MOUNTED HORIZONTALLY IF C-TRACK, BUILD -OUT F-y y TRACK, 'F' TRACK, 'F' ANGLE, STUD ANGLE OR DIRECT MOUNTED IS USED. 13. STORM PANELS SHALL BE ALUMINUM ALLOY WITH THE FOLLOWING METAL „ THICKNESS: - v 0.040° 3004-H34) - 0.050°�5052-H32� 4 b_ 7q 0,0601 3004-H34 o u u 14. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. akaHANDLE STYLE $ LOCATION OPTIONAL PULL -IN PANEL PLAN VIEW EXTERIOR SIDE N.T.S. X G 0 w s w�6 o nz Doz 0w �� Ea I J z V � 0 00 Z ? w X �a u~aaN L w a •20 x 1" 1n M WALK T W/ PM CUT CORNERS OF THE BOTTOM MOUNT (TYP.) pULL--IN PANEL TO CLEAR SPACE FOR WINGNUT OF TYPICALVERTICAL , ADJACENT PANELS MOUNTELNATION PULL -IN PANEL ELEVATION N.T.S. 7/Bi' MAX: Q I 1/4"m FASTENER (al 24" O.C. SEE ANCHOR SCHEDULE FOR ANY EMB4 ACCEPTABLE ANCHOR i O BUILO-OUTMOUNT ALUM.ANGLE CLOSURE PIECE S) 41• x 2" x ,125" MIN. TO �2" x 55,"{'x.125" MAX. IN EMB. �/ 1 1 b�o OVEN. RLAP .1/4" 0 FAjSTENE �1f P24" O.0 4SEE A," SCHEDULE FOR P+_.-p ACCEPTABLE AN, j O TRAP MOUNT TYPICAL CLOSURE DETAILS (PLAN) SCALE; 1-1/2" 1 -0 Ir-- PAGE 1 of 6 10.040", 0.050" & 0.060" ALUMINUM STORM PANELS ) , EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD EXISTING CONCRETE. HOLLOW CONCRETE BLOCK DR WOV�ETRATIO FRAMING (SEE ANCHOR FRAMING (SEE ANCHOR R EMBED. 07 CONNECTION TYPE' - PENETRATION - SCHEDULE BASED ON TYPE OF PENETRATION SCHEDULE BASED ON TYPE OF REFERENCE ANCHOR - OR EMBED. R,EIER CONNECTION AN TYPE REFERENCE ANCHOR STRUCTURE) - C2 CONNECTION TYPE STRUCTURE) OR EMBED. - YP. SCHEDULE FOR MAX. SPACING = • _ (TYP) SCHEDULE FOR MAX. SPACING ITYP.1 _ �CLCO(VNECTION3YPEA ,- REFEREN E A CHOR _ - ycl O i 38 W ng € - 3 s SHORT LEG MAY 1/2 ti' SCHEDULE FOR MAX. SPACING i��- / 1/4-20 xI3/4" MA CH6 aE SCREW W/ . v2" BE RIVERSED TOWARDS - THE OPENING 3a t/4" MAX. O N w D .675" x .675" x .125" SQUARE U w .GLASS OR a 1/4" AX. - r. _ - I SCREW HEA• P Q �eHo E o DOOR w C7 C NNECTI PE ww o 2 O GLASS' OR 1 1a w O DOOR X I. --. -OPTION 1 - _ G i< �w• �i• ENGINEER MAY DETERMINE ACCEPTABLE X Q m HEADER ONLY GLASS X w Q x BUILD OUT WHILE MAINTANING NON -POROUS CONDITIONS. g14 TEK SCREW OR 1/4-20 7 7a P F 5 DOOR OR -1 to L a - u z' U y $:-j -- •OPTION 2 MACHINE SCREW x w u ~ - a �. on•: 5-1/8" CLEARANCE TO 8 NUT (al 12 O.C. Q O x Q w II II 1 1a W- NU3� GLASS OR DOOR REQUIRED, UNLESS SIDE CLOSURES ARE PROVIDED, THEN, j n. j F p- w E a j ( NO SEPARATION FROM •- ON 1 1a D OR SILL' 1 1a O ) GLASS REQUIRED. -N w - m o a y� w 4 w� t•4 v 17 N O. 9 O m z <. �A a BUILD OUT OPTIONAL MOUNTING w 0 r ` w w z O 4 - 1/4" MAX AP ti''• I: _ ❑ _ EXTRUSIONS o v1 a - x 3/4" jI O4 MACHINE SCREW e m Cl CONNECTION TYPE MACHIO x 3/4T MACHINE SCREW _ Cl CONNECTION TYPE - REFERENCE ANCHOR - SCHEDULE MAX. - FASTENER (al 6"O. . OR @ 12" O.C. ,BUT 00 - NOT EXCEED ANCHOR SCHEDULE SPACING. . REFERENCE ANCHOR` SCHEDULE FOR MAX, { I 11i� and o �^ 1�1�0 = SPACING • USE REMOVABLE ANCHORS ONLY WITH - KEYHOLE WASHER. LOCATE SPACING- o� Ozm� FASTENER IN NARROW PORTION OF KEYHOLE WASHER. • - - C1 CONNECTION TYPE REFERENCE ANCHOR - 1 E SCHEDULE FOR MAX. SPACING • a OBUILD -OUT MOUNT SECTION / WALE L M U jT SECTION 7 WALL MOUNT SECTION ;�cs SCALE : 3" = 1'-0" C3 CONNECTION TYPE Ea; �/ O SCALE : 3" = 1'-0" SCALE : 3" = t'-0" I REFERENCE ANCHOR . SCHEDULE FOR MAX. EXISTING CONCRETE, - _ CS CONNECTION TYPE SPACING HOLLOW CONCRETE BLOCK OR WOOD REFERENCE ANCHOR I `1 FRAMING (SEE ANCHOR SCHEDULE FOR MAX. 7'• I..SCHEDULE BASED ON TYPE OF SPACING EXISTING CONCRETE, - STRUCTURE) HOLLOW CONCRETE BLOCK OR WOOD - 4 z, - FRAMING (SEE ANCHOR 1/4-20 x 3/4" w I SCHEDULE BASED ON TYPE OF a �;'-..:;.: s1 •r .;- MACHINE SCREW (TYP.) Q,O O: W STRUCTURE) - PENETRATION - PENETRATION ) rn E ' 4 w OR EMBED. Cl CONNECTION TYPE OR EMBED. Cl CONNECTION TYPE C = ' O4 4a MAX. wo a -- AX. REFERENCE ANCHOR SCHEDULE FOR MAX. REFERENCEANCHPR SCHEDULE FOR MAX. 9 1 J _ SPACING SPACING .• I c j oa y 3 X/2 1 to wr 2 x2 O4 1- 1a x ¢w Qw0 J2 _ . E z NT 0. wo O m . , GLASS OR DOOR -' Oj 7a a w _KO. �,.�,_ s-C3-CONNECjION..iYFE- " '— REFERENCE ANCHOR g j O E o ' E o ¢ w SCHEDULE FOR MAX.. O x r u USE ©W/ ,/4-20 x O I n �1w ri2ze ch V) Ba OM f. u SPACING 1 1a ul N 3/4" MACHINE SCREW j •$ :'•4oda] MAY BE RE RSED 9 m'A - Z 1/4" MAX w z w Q GLASS OR W/ .675" z .675" x .125" '^ "g '� HQ• . 's' 1 - o o DOOR SQUARE SCREW HEAD DOOR 0R -.. zo 1/2" Ns Cm 1 1a 1,1a ��� �( •• / Q W GAP - Z w a o & 14008 0: ao I C4 CONNECTION TYPE R EFERENCE ANCHOR EQ EQ - WALL MOUNT SECTION O C7 = /dr•Ca Wm. }�� - EQ EQ. SCHEDULE FOR -MAX. SPACING - SCALE : 3" = 1'-0" (THIS DETAIL MAY BE USED AT TOP AND BOTTOM) _- 1 f/R �. 31 Nd 64Ji� OCEILING/FLOOR MOUNT SECTION - SCALE : 3" = 1,_0,. _ CEILING/FLOOR MOUNT_SECTIONWALL MOUNT SECTION •- _._ �...O. O SCALE_3 _ 1 _0, SC ALE : 3" . PAGE 2of6 THREE 1/4"0x MIN. 4" LONG WOOD LAG SCREWS @ 24" O.C. MAX. WITH 1-3/4" EMBEDMENT INTO WOOD MEMBER EMBEDMENTZ:- �\ 2" x 5" x 1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT— - WOOD ROOF TRUSS OR FRAMING MEMBER E SHALL BE PERPENDICULAR TO THE PANEL FACE IAII EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1' '( 1/4" MAX. k14x 3/4" LL TEK SCREW Z w fL Col 12" D.C. BETWEEN - ry . m 'TRUSSES r �ta uXp EE JJ CONNECTION E R TYP REFERENCE ANCHOR 1a SCHEDULE FOR MAX. r- y SPACING w ✓_�� ,T: p EXISTING CONCRETE• HOLLOW CONCRETE MB.': 7 BLOCK OR WOOD - FRAMING. EXISTING GLASS OCEILING MOUNT / BUILD OUT SECTION SCALE: 3" = 1' - 0" FRAMING MEMBER BY OTHERS r L— 01 ��1/4-2.&BO5:5. BOLT BOLT WINGNUT 1a @ 24" O.C. (TYP.) EXISTING BAY WINDOW. 1/4-20 S.S. BOLT 8. WINGNUT OR 0.050" & 0. 1/2" PL USE 1/4" WOOD LAG SCREW OR 1/4' ELCO - MALE/FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXIST WE I CONT. 3" x OR 4" x WOOD. FRAMING REQUIRED -G`- i a EMBEDMEN c ~ z - ztJ- m x z a EXISTING GLAZING - 5 E J a SEE MIN, s TWO 1/4" ox MIN 4" LONG 4�' - - LMM. STORM PANEL SEPARATION - STAINLESS STEEL WOOD LAG SCREWS 24" O.C. - _ FROM GLASS TABLE 2 MAX. WITH 1-3/4" MIN. EMBEDMEN IN CENTER OF STUDS ;C ` Z F - _ - x STAINLESS STEEL 1/4'• MAX. 2-1/2" LONG ' OD L WOOD LAG SCREW @ 12" O.C. 2" x 6" P.T. CONT. W/ EMBEDMENT \ WOOD BLOCKIN INTO WOOD BLOCKING 1 to .O 3 CEILING/BUILD=OUT MOUNT SECTION L SCALE: 3" = 1' - 0" O BUI SG 1/4-26 MACHINE SCREW AND NUT Cal 12" O.C. MAX. 5" LONG HANDLE RIVETED TO PANEL - .1" x 3" x 1/8" MAX. CONTINUOUS Cl CONNECTION TYPE 6063-T6 ALUM. REFERENCE ANCHOR ALLOY ANGLE MAX. 1 1a ' - -SCHEDULE SPACING FOR MAX. PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE 0" THIS BOLT W/ PM NUT. PLACE N 1 is PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGN U TS EMBED. FROM THE INSIDE EE 55 NN @TYP: WINDOWG EXISTING HOLLOW CI 99' TO 135' MAX. BEND. ' TWO 1/4"mx MIN, 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" O,C. MAX. WITH 1-3/4' MIN. EMBEDMENT m 0 INTO EXISTING STUDS rE V] 99 1' 4" x 1/8" CONT. ALUM. (� � '� F■ u�„ y f TUBE #14 x�3/4" H '` _ TEK SCREW _ 4 4 (a1 9" O.C. u eh� g e 1/4" MAX. �.°'�o y x- 2: w ' on M1€ a m a<_ W�a�E oa�a S 0 O W w p , w � 1 1a x 9 E c= o P Oza o _ vrMAx. �4 C CO NECTION TYPE • 1" 1" REFERENCE ANCHOR E D o �f SCHEDULE -FOR MAX. LOOR MOUNT SECTIONING a g Ol to 1/4-20 SS STUDS 1 to } (LIAx PANEL HBGHTm T-4• d MA DESIGN LOAD 7200 P.S.FJ ^V:J.' di!zeyich W/WINGNUT@ ))\\ :s'sj/.'�,°r�' 1oln�,. �:• 12" O.C. (TYP.) u © INTERIOR FASTENING ANGLE ASSEMBLY - n �ep• a & BOLT 8 W NGNU - @ C OSURERITYP.I SCALE: 1-1/ = 1 -0 °'+ til� 4 •/t 1/4-20 x 1" MACHINE 2a} SCREW STUD WITH @ 24" O.C. (TYP. 1 is 4.. WASHE RED WINGNUT QM 'DETAIL nNOTE: 20 GAGE STEEL MAX' 12' 0.C. (CONNECTS - - n THESE DETAILS DEPICT THE BENT PLATE 1".OVERLAP .036" BARE METAL THICKNESS TO ADJACENT PANEL) CONNECTION OF THE LAST PANEL 1 :°' ` OR 2" x 2" x 1/8" - 'STEEL CONFORMING TO ASTM A 653� � FOR AN OPENING WITH PANELS J l c = 4 Befit (2 6063-T6 ALUM.. GRADE 33 ISQ), G 60 GALVANIZED WALL MOUNTED - 4'7 0 _ 1 BENT PLATE 4" COATING. OR .063" 3004-H34 5" it, 2" x 1/B" x CONT. 2-1/2" x 1-1/4" INSTALLED FROM INSIDE. USE . J1 ,.1 P' a/a OFNTHESE DETAILS SHALL BE IN S ALUMINUM ALLOY BENT PLATE. STUDDED ANGLE, WIDE NOTCHES 'f ( y MAX. ' (SEE SECTION T) (TYP. BOTH SIDES) CONJUNCTION WITH AN "h" -F9 ;� HEADER R OR "U"HEADER TOP C;ig OYJiD 2bd6 O TYPICAL CORNER CLOSURE DETAILS (PLAN) O SCALE: 1-1/2OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) " = 1'-0" D N.T.S.. € RAGE3of6 .040", 0.050" & 0.060" ALUMINUM ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS SHORTER�EOGE-DIS TAN CES`f (j LOAD - ,rrL'ONGER-EDGE DISTANCES"?I CC (W) SPANS UP TO SPANS P T t` 8._9" SPANS UP TO SPANS UP TO SPANS UP TO SPANS]UP 0 SPANS UP TO SPANS UP TO 1- N ANCHOR TYPE i wo FQ- P.S.F. MAX. 5._p.. (SEE NOTE 1) 12._p.. (SEE NOTE 1) 15._p.. (SEE NOTE 1) w i0 H (SEE NOTE 1) NOTE (SEE NOTE 1) N w w ❑ (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE w E2 . CONNECTION TYPE (SEE 1) CONNECTION TYPE (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 1) CONNECTION TYPE w . NOTE 1) - (SEE NOTE 3) CI IC2 C3 C4 C5 (SEE NOTE 3 ) ,C--j7 C2 �C4 CS (SEE NOTE 3) Cl C2 C3 C4 CS (SEE NOTE 3) Cl C2 C3I C4I CS ❑ (SEE NOTE 3) ClIC2 C3 C4IC5 (SEE NOTE 3) C}yl C2 {3:I C4 CS (SEE NOTE 3) Cl C2 C3 C4 C5 (SEE NOTE 3) Cl C2 C3. C4 C5 1 0 ° 15 '3 z I2 A?3 ar; 7 13 38 n 5 5 is -5 - . 1.s 35 'i8 38 3 E• 'x3 gt& 36 ;i6 sa 1s !8 2� 1i is 1$ i 9 9 1/4__.'m LT_W c /4 '. €3 :0 9 is is 5 5 I5 IS 5 - to a 'a 45 3 i8 SB 3d Is c!5 34 12 i2 38 IB `_fl 9 8 ffi fa 9' 8 7 ' f'TAPC ON W/ "1-3/ 472 8 8 9 a 3 38 s$ 5 i$ 3S 3 3 3 i8 n 4 3 a i8 :3, i8 la is 2B #@ i� 41 'fi 8 1$ 7 IKMINIEMB E'DIIENT ❑ w 0 w 640 i8 • 6 6 1s I- 4 3 4 - 18 16 3 3 8 1a - - 6 3 5 5 1s 1 $ it is a4 i8 :Is9 $ B 8 28 . _ eo o .. I3 5 5 5 15 is 3 3 13 i6 3 3 3 18 i6 3 ';3 18 s i5 L2 !i is 8 9 8 1 }B IB 9�8 7 116 iB 9 6 7 . 33o S 15-: c.. i8 I"e f'n 12 It 1C 48 '1a 9 a 7. 15 _5 7 6 6 18 is f$ le' :a 18 i3 Is 16 •!r :8 I$"i3 $3 ii 1$ 44.2 18 13 40 4 3y 38' f3 9 8. & 18 25 6-6 5 18 i4 6 5 3 is is :18 18 1.8 IS 18 £4 12. 1:4 8 is U a"' 8 is £5 9 S '7 . � c 47.2 1$ 45 .a s f'S f8 23 fi r fa 27' 5 5 y8 E4 c .g 5 4 ;g !8. !8 48 F8 28 !3 ?1 iQ 8 is 5 a fi. 48 IS 9' 9' 7 ELCO ULTRACON WITH 1/4"0 .0 0 64.0 S 5 iF G 9 18 'Is 6 9 5 18 14 6 -5 S !s 6 ; 5 18 .. W/ 1-3/4" MIN. EMBEDMENT w 800 a 16 y 7 fa f4 65 15 is E 5 :Ea 6 - 5 w 18 is 17' 8 i3 11 i£ 1, 2 #� 18 :I2 5 8. 7 .d 15 9 37 ?8 15 .Sr a 7 is 15. 9. $ 7" £d 35 *E711161111ft�1\111111111\�© 33.0 !, 3 !$ IS 13 i$ 1$ +8 16 1E 18 f@ Y3 33 i 48 is.=t 9. 9* 44.2 .N id •@ '@ is 1$ 18 -1-3 -14 12 fY 18 18.10 9 8 13. 17 9 $. 7 3s 15 :13 3s i8 is 18 €5 !1 .£i i8 38 9 S. -E is 17 9` 8 7 1/4'0 ELIO MALE/FEMALE .PAN E ELMATE' W/ 1-7/8" MIN. EMBED. &1/4-20 MACHINE SCREH WITH NUT 64.0 w f8 is !7 15 1. 1a` ?$ 5 8 a is 1j $ $. 7 18 17 :9` 9 7 - 80.00 3d a 13 !2 ! sd 7 3 d 7 +d 17 9 e 7 !8 37 9 @ 7 Iu 330 E 1s. f1 Q _Q I7 f7 6 6 5 ?2 ?? $ 4 -;- # G ' 8 _ Is oS 113 15 1& 8 A5 9 . Ae .6 5 n 6 i3 12 6 $ 5 c4 2 d c a / 7 15 i"s 5 .L 4 3 9 3 3 3 c c 3 10 14 14 12 1-1 le -.i6 8 7 6 - 2 if 6 5 7 i(i 8 5 y ~ L) 1/4"0 POWERS ZAMAC c a U Z NAIL -IN w/ 1-t/6'• E y7.2 .8 15. R T j ! 12 2 4 3 S 8 a 3 3 2 - $ t 3 m Ia 18 i3 1 15 9 5 ? 6 .6 fi €0 ' 5 4 i " 10 8, g 4 S. p U MIN. EMBEDMENT ❑ 64.0 5 - 15 a 5 5 9. S. 3 3 'S E .6 3 1 2 8 6 5 o Is 15 1D .g a 3i 4' ¢ .O w 80.0 .. 2 13 4 4, d oh _ a.5 5 2 2 S -6 3 ±5 i5 6 - 33.0 i8 13 18 8 18 IS ;,. 1$ Is, is g8 18 8.17 16 i$ is i6 1$ i3 - - IS S' is is s8 r8 !$ Is 1$ :is 1a 18 1tl a5 :9 m 44.2 1$ 1s .: $ f3 -€5 .18 i3 1s 17 17 i8 1$ 5 is 12 1 6 1' : '! IS _5 1s 18 .6 I8 38 ?s :$ .15 B 13 +§ Y. Y3 is 18 £a i$ 12 ' a 47.2 ib i8 _6 13 18 IS '18 16 15 18 #d 4 12 - sti 14 ' 1 3a is i8 18 i3 28 18 is is 17 18 IS 15- W IS 15 i8 15. 12 i2 5/16-0 ELCO ULTRACON WITH 1-3/4" MIN. EMBEDMENT w Y 64.0 .is is i3 i8 ZB is 18 14 12 ii . !3 '18 :8 s if 48 g i8 s 1a +$ 1d s8 i5 s s 3 £_ g 5 12 1 i8 8 1.. a E Z8 18 5 i ? eoo 7 E i5 34 41 11 IH 18 I$ 8 .4 .' + ❑w is i8 i8 #e 7 IS i8 £a 12 12 S is 15 12 30' 44 2 c a a = 1 � '= 458� SS q9> 8 s 18 ;s 7 6 5 s 33 7 o Evi5 I.' 1. 4 q 1 ,3 284E 1t 2 z8 15i4 '12 ag :t - 2 Ii IG 3818 iQ 8 $ ° 5 i5iD 184' 4" 8 7 17 1$ S 1t/4 �-ALL-POINTS;30C10='SET & .1 p ni 47 2 ° -+ .G f8 15 6 6 5 13 22 5 4 5 'LE5SIIS,TEEL S@1$ is SS +7 33 iS I? 4f) ;Od8 16ANCHOR4WCk7/8:�EMBEDMENT 64 0i3 7 6 5 / i3 !G 4 4 4 "' 13 1 d 16 is s is i7 9 `7 7 17 13 8 7 7 f7 43 '$ 7'80.0 -a e I3 fi4 Isi 4 4 4 4 18 .3 ;2 10 Ssi f7 15 8 :7 7 17 IS 8 T 7 27 Y3 8 7. 7 - SEE PAGE 6 OF 6 FOR COMPLETE ANCHOR NOTES. mn il:4" 0$--3$3 w € PAGE 4of6 0.050" & 0.060" ALUMINUM STORM PANELS ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS U ' LOAD SHORTER EDGE DISTANCES LONGER EDGE DISTANCES cc F- w ❑ (W) P.S.F. SPANS UP TO 5._0.. - SPANS UP TO S.-9- SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO . SPANS UP TO SPANS UP TO N U) -ANCHOR TYPE ❑ ¢ ❑ I,., w w MAX. (SEE (SEE NOTE 1 ) CONNECTION TYPE (SEE CONNECTION NOTE 'I) TYPE CONNECTION 12._0'* (SEE NOTE 1) TYPE CONNECTION 15 (SEE O NOTE 1) TYPE ❑ w °! S._0... (SEE NOTE 1) . 6•- 9" (SEE NOTE 1 12'-0" (SEE NOTE 1 ) (SEE NOTE 1) ❑ NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3 (SEE NOTE 3) ❑ CONNECTION TYPE (SEE NOTE 3) CONNECTION TYPE (SEE NOTE 3) CONNECTION TYPE (SEE NOTE 3) CONNECTION TYPE _ 1) Cl C2 C3 C4 C5 Cl C2IC3 C4105 C1I121CBIC41CS ClI C2I C3 C4I C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS (SEE NOTE C1I C2 C31C4 31 C5 ® 33.0 13 13 6 5 5 7' 3 3 3 5 5 4 4 to i8 14 11 11 12 12 8 6 6 9 9 5 4 4 7? i'3 '3 44.2 1010 11 A ; 5i 4 4 3 46 16 10 8 8 9 9 6 4 4 6 6 4. 3 3 6 4 3 3 3 1/4"P ITW . c `D . TAPCON W/ 1-1/4" MIN. EMBEDMENT . W 47.2 64.0 9 9 4 4 3 I6 �� �� ,? 3 3 '� // p 13 1J 9 a 7 a s 5: 4 4 6 5. ? 3 3 o A 3 3 3 80.0 5 j / 3/3 3 �� , w 1111 i 5 5 6 6 4 3 3 6 4 3 3 3 6 4 3 3 3 3 3/ g g 5 4 4 6 4 3 3 3 6 4 3 3 3 6 4 3 3 3 33.0 18 13 12 110 10 14 14 7 6. 5 10 10 5 4 4 8 8 4. 3 3 - 18 18.17 44 13 14 '14 9 8 .7 10 10 7 � 5 5 8 8 ��5 � 4 0 44.2 18 18 9 8 7 10 i0 5 4 4 7 7 3 3 3 7 5 3 3 18 18 12 i0 9 10 '10 7 5 5 7 7 5. 4. 4 7 5 4 3 3 ELCO ULTRACON WITH 1/4"EMBEDMENT 47.2 17 17 8 7 7 10 10 5 4 4 7 6 3 3 3 7 li 3 3 17 17 12 9 9 10 10 6 5 5 7 6 5 4 3 7 5 4 3 3 64.0 13 13 6 5 5' 7 3 3 3? 5 3 3 1 5 s 3' i 13 13 8 7 6 7 7 5 4 3 7 5 3 3 7 0 4 3. 3 W/ 1-1/4" MIN. EMBEDMENT p w w eo 0 16 tit 5 a K 7 5 3 3 '. 7 3 3 1 5 4 3 10 10 7 5 5 7- 5 4 3. 3 ..4 7 5 4 3 3 7 5 4 3 3 * UUll11A1Ue 33.0 18 18 18 18 10 9 8 15 15 7 0 6 12 12 6 5 5 18 18 18 17.16 18 18 12 10 9 15-15 8 7 7 12 12 7 b 5 Y 44.2 18 18 14' 12 11 16, i8 8 I) 6 11 11 5 5 4 10 6 5 4 4 0 18. 18.15 13 12 16 16 9' 7 7 11. 1.1 ' 5 5 1., 5 Q 4 • 1/4"0 ELCO Y 47_2 18 18 13 11 1� 11 15 7 6 6 1_1' 10 5 4 4 ill 8 5 4 4 � 18 -18 14 12 ll 15 16 8 7 6 11 10 6 5' 4 .8 t 8 5 r4 4 64.0 18 j$ G$ 7 11 10 5 A 4 10 8. 5 4 4 10 8 5 4 4 la 18 10 9'-8 11 10 6 'S..4 10 9 5. 4 4 1 •$ -5 4 4 -U m 1-1/4 MINE 8 1/4-20 MACHINE SCREW WITH NUT 1/4-2AN MUIN1-1/4'MW WITH ❑ w 80 0 15 15 7 () 6 1G $ 5 4 4 10 $ 5 4 4 iG $ 5 4 4 15 15 s 7 6 10 9. 5 4 4 s 10 8 4 a 1 8 5 4 4 F- w 33.0 18 1$ 10 $ $ 11 11 a =4 4 $ 8 4 9 3 6. 6 3 18 18 15 12 1_ 14 '14 8 7' 7 10.16 6 5 5 '8 8. 5 4 4 ¢ O 1/4"0 POWERS ZAMAC b N 44.2 15 157 6 6 8 8 4 3 3 G 6 3 5 4 l c r1 18 '18 11 9 9 10 14 8 5 5 7 -7 } 4 3 7 5 4 3 3 47.2 64.0 14 1- 7 6 10 10 5 4 4 $ t} R 4 3 3 5 5 5 4 5 5 4 4 /� 17 17 10 9 B 10 1G 6 5 4 7 0 4 3 3 7 5, 4 3 3 U NAIL -IN w/ 1-ve MIN. EMBEDMENT w 3 eo.o 8$ .4 3 3 4 5 4 / w 13 13 8 6 6 7 7 4 3 3 7 5 4° 3 -3 7 5 4 3 3 0 33.0 18 18 151312 .5 1818 3 7, 7 15 15 0" 5 5 5 12 4/ 12 5 4 4 10 ID 6 5 5? 18 1$ 18 78718 5 4 3. 3 is Is 13-11 10 7 5 4 3 17.17 51.8 3 7 7 3 4 3 3 12 .13 7 11 9 6 6 5 .6 5 J _ 4a.z 18 18 11 9 g 15 13 6 '; 5 11 11 4 4 3 10 8 4. 3 3 18151714'13 I717 9 8. , , ,, . 1 1_ 7 6 5 5/16"m ELCO ULTRACON WITH 47.2 64.0 18 18 10 9 8 1S 1.8 7 li O` 14 14 10 i0 6 5 3 5 3 10 09 4 3 3 10 8 4 3' 3 18 16 16 13,13 16 16 9; 7 7 12 11 6 5 5 11 9 6 5 5 1-1/4" MIN. EMBEDMENT w 4 10 8 41 3: 3 10 8 4 3 3 w 18 is 12 t0 9 1. 11_ 6 5 c 11 9. 6 5 5 it 9 6 5 5 aa.o 33.0 15 15 () 5§ 18 15 1_ 11 •1C 10 $ 17 17 4 3 7. tl 3 I 10 12 $ 12 4 5 3 4 3 4 10 tQ $ 1Q 4 3 3 3 3 17 17 9 8 7 18 18 18 f8 id 11 9' 6 5 5 18 18 j? 10 10 Ti 8 6 5 18 td 8 5 11 9 6 5 6 17 17 7 5 .6. C1@�ll�q�IpyIII �N 44.2 18 15 98 8 12 12 5 4 4 9 9' 3 3 3 8 6 3 3 3 .7 .7 ' 1/4"O ALL -POINTS SOLID -SET ANCHOR 18 IB 15 13 13 t8 18 9 7 7 16 16' 6 -5 5 14 it 6 5 5 47.2 15 1$ $ 7 12 12 ; $ $ $ '3 3 ;,} $ C J 3 3 W/ AIN EMBEDMENT 8 1/4-20 STAINLESS STEEL w 44.0 15 15 Q 5 5$$ 3 3$ _ (} 3 3 3$ a j '�+ _ 18 18 14 13''1" 18 1a' 8 7 7 1D 13 6 a 5 14 1t 6 5 5 1a 18 11 5 9 15 14 G -5 `5 14 11 6' 5 5 1 6 5 5 MACHINE SCREW 00.0 12 12 5 4 4$ 6 3 3 318 w n 3 3 3 8 0 3 3 3 18 18 8 7 7 14 11 6 5 5 14 11. 6 t 5 I . 14 I.6 1. r,. 5 SEE PAGE 6 OF FOR COMPLETE ANCHOR NOTES. { m Y 1' OS3S3 ANCHOR SCHEDULE M40" 0.050" & 0.060 FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS - LOAD L1 (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO F P.S.F. 5'-01, B'- WR Cc ANCHOR TYPE w FQ- MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) V) O (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) ,.(SEE NOTE 3) (SEE NOTE 3) 1) Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS El C2 CBIC1. CS 33.0 1°u.18 18 1$ i8 18 is to 13. 13 16 18 1G 10 3' 1S 18 1,3 8 -7 44.2 18 18 18 18 17 18 18 11 10 10 1$ IS 8 7 7 1$' IS r 6 1/4"0 WOOD LAG W/ o 47.2 't 1-27/32" MIN. THREAD 8 1S 1$• t% 10 iB 1.8 1{i 9 0 18 18 '7 3 -$ 1$ 18 $ t) PENETRATION SHEAR PARALLEL OR 64.0 a$ 18 13 12 12 10 18 -7 7 7 1y 18 7 6 6 f8 18 TO WOOD GRAINAIN 80.0 1U 18 1u 10 9 18 `18 -1 6 6 18 18 7 6 a 18 18 6 33.0 1C 18 1a 16 1Z 12 9 9 '�') *• 44:2 1$•1�l / 12 12/' 9.. 9. // 1/L"9 ELCO MALE/ I: --7/ FEMALE 'PANELMATE- W/ o_ 47.2 i$ 16 11 1 t• $. 7 1� 13 a 1-7/8" MIN -PENETRATION 64.0 SCREW FOR L-20 W WN FOR HALE 12FEMANLE 80.0 12 AND 1/j ?30 18 18 18 18 18 1E iq 1 t3 12 ;7 ti 12 "9 1J 13 13 9 7 1. * 44.2 18 18 18 17 W 17 17 12 t0 9 i$ 1.3 5 i` 13 11 0 8 a 6 47.2 i$ 18 18 16 15 i8 16 7/WOOD BUSHING W/ 11 9 $ f`2.11 8 S 11 9 $ S 6 16'0 r� 8 8r, -5/B" MIN. PENETRATION 64.0 io IS 15 12. 11 12 1.1 0 6 6 i 1 9 8 E 6 11 J U Y (} 6'1/L-20 SIDEWALK, BOLT - w 80.0 17i7 rz. a 119 '.s6 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE' ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL' ANCHOR TYPE AND EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN O!1 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW CONCRETE BLOCK OR WOOD E FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF XISTING STRUCTURE AND APPROPRIATE CONNECTIONTYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4., ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING 'WOOD FRAMING CONDITIONS MEMBERS ERY. S NOELD T PLYWFY OOD. FASTENNGRTO ARE SEACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7.. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BELOCATED IN CENTER OF NOMINAL'2" x 4" CHIN.! WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. B. 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. - - 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11 FOR LOADS GREATER THAN THOSE SPECIFIED (ANCHOR SCHEDULE) SITE SPECIFIC FASTENER ANALYSIS SHALL BE PREPARED BY KNEZEVICH ASSOCIATES. - 12. SEE THE APPROPRIATE SBCCI PST & EST OR NES EVALUATION REPORT ON THE. SPECIFIC FASTENER FOR SPECIAL INSPECTION REQUIREMENTS WHEN REQUIRED AS WELL AS FOR INSTALLATION, LIMITATIONS 4 IDENTIFICATION PURPOSES. 13. FASTENER MAXIMUM SPACING ARE BASED ON FACTOR OF SAFETY OF 4:1 ON TENSION AND SHEAR VALUES WITH THE EXCEPTION OF THE 1/4"m WOOD LAG SCREW AND THE 7/16"m WOOD BUSHING WHICH ARE BASED ON NOS REQUIREMENTS AND SB CC TESTING REQUIREMENTS RESPECTIVELY. 14._ALL POINTS SOLID SET AND POWERS CALK -IN ANCHORS MAY ONLY BE USED IN CONCRETE WALLS, HOLLOW CONCRETE BLOCK WALLS OR CONCRETE SLABS ON GRADE. 15. FOR ELCO CRETEFLEX SS4, CONCRETE STRENGTH Fc_3 S KSI FOR ITW TAPCON, CONCRETE STRENGTH, Fc=3.2 KSI: FOR ALL OTNERS CONCRETE STRENGTH, rc 3 KSI. Eu1 TABLE 3 c 1I1M (TOP OR BOTTOM) MAX. SPAN SCHED. DESIGN LOAD W EXCEPT EXCEPT EXCEPT DESIGN LOAD W ALL MOUNTING ALL MOUNTING ALL MOU� TING (P.S.F.) 'F"ANGLE TRACK "I" ANGLE TRACK 'F'ANGLE TRACK (PSP) CONDITIONS CONDITIONS. CONDITIONS L MAX: - L MAX. L MAX. L MAX.. L MAX. IFT - IN) (FT - IN) (FT- IN) IFT - IN) .(FT -IN) IFT-INI TABLE 2 MINIMUM PANEL LENGTH SCHEDULE - MOUNTING - CONDITIONS MINIMUM PANEL LENGTH- (IN) TOP DIRECT MOUNT -- C-TRACK OR RECESSED 2 r 2" STUD C-TRACK 'N' OR "U" (6 OR 6.) BOTTOM (-TRACK ANGLE (6 OR 60 HEADER F-TRACK W/ SIDE CLOSURE PIECES DIRECT MOUNT OR RECESSED 52 34 110 30 57 - C-TRACK (6a) '2"x 2.. - STUD 36- 30 35 30 31 ANGLE F-ANGLE, TRACK 57 31 90 31 62 - RACK 16 O 16 OR Gal 64 55 110 35 90 - F-TRACK 57 49 90 31 76 C-TRACK (6 OSIDE CLOSURE - - - - - 52 PIECES i 1 TABLES 1 & 3 NOTE: ENTER TABLE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN (Lmax.). POSITIVE LOADS LESS THAN OR - i EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE.' FOR DESIGN LOADS BETWEEN i TABULATED VALUES, USE NEXT HIGHER I LOAD OR LINEAR INTERPOLATION MAY BE . USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: THIS SHUTTER SYSTEM IS DESIGNED SUCH THAT THERE IS NO SEPARATION FROM I GLASS REQUIRED PROVIDED MINIMUM PANEL 'I LENGTHS AS NOTED. PANEL LENGTHS LESS THAN THOSE NOTED IN TABLE ARE NOT - ACCEPTABLE, UNLESS SITE SPECIFIC POROSITY CALCULATIONS ARE PERFORMED BY A PROFESSIONAL ENGINEER. li r- g 1�em O=m z4' �3P 5.9 N C u Q v �N . R ' ` , , 58e'(2008 �J"Ia °J Xb5 08 1108'=3S53'~ - PAGE 6 of 6