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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFORM/ UST BE COMPLETED FOR APPLICATION TO BE ACCEPTED 1 Date: Permit Number: 1 r � R RECEIVED Building Permit Application NOV 0 5 2018 Planning and Development Services ST. Lucie County, Permitting 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 WF"OSED IMFROVEMOCATIC}N Address: 14412 Cancun Legal Description: 14412 Cancun (East 1/2 of Section 1 Township 34S Range 39E)CBS Home Property Tax ID#: 1301-111-0001-000/5 Lot No. Site Plan Name: Spanish Lakes Fairways Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETA)LED Rt< Installing nine accordion shutters on the home. CONSTRUCT)C}N )NFOaRN1ATlON 3 ,. Additional work toa er orme under this permit—check a appy: F1HVAC E]Gas Tank E]Gas Piping _Shutters ❑Windows/Doors DElectric E] Plumbing Sprinklers F]Generator Roof Roof pitch Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction:$ QUO.w Utilities:Sewer F]Septic Building Height: n� OWNEf2/LESSEE CXJWRACTOR . q .. Name Tom Barry Name: Jeff Jackman Address:14412 Cancun Company: Master Craft Aluminum Products City: Ft Pierce State:_ Address: 1634 SE Niemeyer Cir Zip Code: 34951 Fax: City: Port St Lucie State:FI Phone No.772-467-2800 Zip Code: 34952 Fax: 772-335-0860 E-Mail: Phone No. 772-335-1177 Fill in fee simple Title Holder on next page(if different E-Mail: mastercraftaluminum@gmail.com from the Owner listed above) State or County License: SCC131150586 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. Sl1PPLEMENTAL CC}N5TRUCTION Lli LAW IN1=0RIVIATIC}N DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: v Name: ck—fa Addresss_!W9:G-a=- Address: ,44:r - City: •Q =_e State: City: � State: Zip: Phone Zip: Phone: FEESIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: _ __ Address: City: City: Zip: Phone: Zip: Phone: 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 County 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 mayresult in your paying twice for improvements to your property. A Notice of Commencement must be recorded.and postedr on the jobsite before the first inspection.-if you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signat f ne se/Contractor as Agent for Owner Si to o ontr or/License Holder STA ORIDA STATE OF FLORIDA COUNTY OF bac COUNTY OF The forgoing instrument was acknowledged before me Theforgoing instrument was acl nowledged before me this day of AV 6�n;b�..-- ,20f$ by thiszh, day of AA 20 IJ' by Name of person aking statement Name of pe slon making statement Personally Known Rm OR-Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public-St ri NOv,pUBUO (Signature of Notary Public-State,of Florida ) F FLORIDASheryl D.Moore Commission No. Jgi'�E OCommission No. o OTARY0E%JJb STATE OF FLORIDA Expires 111512020 Comm#FF942382 Expires 0 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 s+ S'' 3• t�"e�"rtOWi 1 26 x 38 ,rSlds Window) �` (Side�hdow) t (Side Window) 4 72 x 80 (Slyd)ng Gles�Door) 5 74 s�55: 5 r(Back W7ndow)a 6 26 x 38't ffh(Side Window) � '' r (side Window) 63, (Side Window) (srde Window) + � ' _ 4 ji W n. 3 L.0 re G 2 C: rn qq- U ILL N LL eorwoxr e-rerAeeroore SCALE: NOT TO SCALE DATE: Nov 06,2018 PAGE GESOMON: Site Plan PAGE: OF� . 1 RECEZ�EI permlttin9 county •o Property Information I - Building Information .Owner: Bang Wind Zone: 160 MPH. Address: 14412 Cancun Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: H Design Pressure Calculations Opening Location Device Device '¢. Device Max Positive Max Negative Number Zone Width(in) Height(in)' FElevation(ft)'` Pressure(psfl Pressure(PI 1 Int 26 38 7 32.5 -35.2 2 Int 53 55 7 31.0 -33.7 3 Int 53 55 7 31.0 -33.7 4 Int 72 80 7 29.6 -32.3 5 Int 74 55 7 30.3 -33.0 6 Int 26 38 7 32.5 -35.2 7 Int 37 63 7 31.5 -34.2 8 Ini 37 63 7 31.5 -34.2 9 Int 26 38 7 32.5 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Pagel of 1 BCfs Home Ing In User Registration Hot Topics I Submit Surcharge i Stats&Fads I Publications ; FBC Staff BctS Site Map E Links Search OProduct Approval SER:Public User Product Approval Menu>Product or Application Search>Application Lit>Application Detail '" RECEIVED FL -(FL13757 13� -R6 v Application Type Resio NOV 0 5 2018 Code Version 201 • Application Status proved qn, Lucia County,Permittlng Comments Archived ❑ Product Manufacturerwn-and Industries, Address/Phone/Email 10_ est McNab Road Ft.Lau erdale, 3 55 m. I� z (954)493-81 t f tomj@tc-alucom #Ml 4 4 ! r r ,r Authored Signature Frank Bennardo frank@en gi neering express.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 Subcategory "Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo;P.E. the Evaluation.Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeoi.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI indea3Odf Referenced Standard and Year(of Standard) Standard Year. ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv Eauivl.odf FL13757 R6 EDuiv Eauiv2.odf FL13757 R6 Eouiv Eouiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 I1 Dwnl.Ddf Approved for use outside HVHZ :Yes Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Evail.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System 'L-mita of se Installation Instructions Approved for use in HVHZ:-Yes FL13757 R6 IT Dwo2.odf Approved for use outside HVHZ:Yes Verified By:Frank L,Bennardo,P.E.PED046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Eval2.odF 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 R6 II Dwa3.odf Approved for-use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other.See product drawing for additional Information, FL13757 R6 AE Evai3.1)df anchorage,etc. Created by Independent Third Party:Yes sack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA1EE0 employer.Coovrfoht 2007-2013 State of Florida.::Privacy Statement n Accessibility statement::Refund Stateme'n 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 notsend ehxtronic mall to this entily.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.9ursuant 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 publlc..To determine if you are a licensee under Chapter 455,FS.,please dick here. Product Approval Accepts: ®0 Credit Card 1%fer LLtctLtIVED NOV 0 b 2018 . Lucie County, Permitting C.8 STREAMLINE SHUTTER GENERAI.NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ .. - :. Na 1. TFITS SYSTEM HAS BEEN TESTEQ AND EYAWATEQ IN ACCORDANCE WITH THE FLORIDA BUILDING PZ004654_*, CODE SIXTH EDITION((2017] FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE * = ZONE,AND THE INTERNATIOWAL BUtLDtNG CODE(IBC)AND INTERNATIONAL REStDENTUU CODE OxuNcsm WIDTH (IRC)_.THIS SYSTEM MEETS MISSILE t EVEL"D•AND tNCLUDE5 ESSENTIAL FACILITIES AS DEFINED IN AASSTTsroI E1946-09.SEE PRODUCT EVAWA7ION REPQRT F_OR MORE INFORMATION. �Q STATE op �� N 2. .POSITIVE ANp NEGATIVE DESIGN PRESSURES CA t TED FOR USE WITH THIS SYSTEM SHALL BE �- SECTION �u DETERMINED PFJt SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURES' REQUIREMENTS AS QEtERMiNED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR'EDpUAL TO THE POSITIVE OR NEGATIVE DESIGN ttt j,1 � gg r` PRESSURE CAPACITY VALUES LISTED HEREIN FOR AP ASSEMBLY AS SHOWN. �J �� B, ' 4. DESIGN PRESSURESNO EO HEREEIINN ARE 85 ED ONTMAAXiMC1M TEST PED RESA UMRE4 DIVIDED BY A 15 (� SAFETY FACTOR. Qty S. THIS SYSTEM NAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR'ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996- 9.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW g� CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION F CTOR Cd a 1.6 WAS USED FOR WOOD ANCHOR DESIGN. Td' m 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE Fri DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR $C WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 uI SHALL BE USED. 555 x B. S�SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME i PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER fl+ 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESEE�EAS�PPROVAL DOCU�yMEE(N�TS ARE SUITABLE TO BE APPLIED�TBY THE CONTRACTOR PROVIDED THECONTRACTOR DOES NOT DEVIATE FROM Q EU I TH 77RTL THE STRUCTURE HEREIN. S NO�T'IDEVIATE INWEITHER FFONRM OR MATERIAL FROM M y�0�I E 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL _Q d 12. WHENMTHE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRI.+.ANE JIM 11 OFFICIAL MAY REQUIRS THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGINFD DATED AND -' -"" - e�rnpiOM SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE T :• ht��{ DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRA�NG HIS�HER APPROVAL LOCKING MECHANISM,SEE 3 13. EAC}}{{SH ER ASSEMBLY SHA11.BE PEWIANENTLY LABELED WI THE FOLLOWING MINIMUM TYPICAL PLAN riEW5 33 1NWRMATJON: TOWN&COUNTRY INDUSTRIES FORTLASTMEIA(�EE FL s SHUTTECALR ELEVATION � MISSILE LEVEL D.ASTM 21880 21996&2330 " � FLORIDA PRODUCE APPOV L NUMBER TABLE 2: N N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FY OF 25 K.S.I 15. ALL BOLTS AND WASHERS1EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A "G "i MINIMUM SEPARATION FROM GLASS- .MINIMUM TENSILE STREN HOF 60 K.S.I.,U.O.N.POP RIVETS SHALL 6E 1/4"0 OR 3/16.0 Sosa ALUM.RLLOY. 16. ALLSHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSEN7IAL Y BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ' FACILITIES LS 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAYBE REMOVABLE A7 NON-STACKING.%CATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EMUSIONS MAY BE BENT TO FORM A CURVE VYITH A MIN.RADIUS OF 10". -SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20, ALL DIMENSIONS SHO NINCLUDEPOWDERCOATINGFINISH. s80'ABOVE 301 ABOVE 930'ABOVE -Sir ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE-PAINTED OR PLATED. GRADE GRADE GRADE GRADE 9 22. SHUTTER MAY BE INSTALLED WIT!j UP TO{23 ADDITIONAL BLADES OF SLACK. sI A O 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-618" 2-316" 1-518' 8d 'TABLE is 0 69" 3.112" 1.718' 3.918" 1-718' TABLE 1 NOTES: < '120' 4.1/8' 2' 41/4" 2' ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN ACCORDION p 144 4-718• 2' s 2• it@ SHUTTER SPAN SCHEDULE'AWVE ARE TABLEZNOTES: MAXIMUM ALLOWABLE DESIGN PRESSURES SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. `` L VHZn DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. ppp�pggplplLlB lWloo►a �' 2. DN VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI.OAOE COUNTY AND BROWARD COUNTT j AVE NEGATIVE- 2. LINEAR INTERPOLATION BETWEEN SHUTTER .15-2334 SHUTTER DESIGN -DESIGN SPANS IS NOT PERMITTED,FOR SPANS �. ,_ •3..NO SEIRARATION PROM GLASS IS REQUIRED FOR I'NSTALLATI:ON&IN WIND ! SPAN PRESSURE PRPSSURE BETWEEN THOSE INDICATED ABOVE,THE i ZONES 1l THROUGH 4 OUTSIPE OF THE HVHZ,PROVIDED THAT SHUTTER NAB A L DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30'% r (PSFi (I'yf3 SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS.IESS THAN 30•$11AL1. 72" LOO FOCI A"BAVEOVVE-7 8'MI [MUM SEPARATION FROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1.5/6'WHEN a 30' BTI' 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 1q _ 120" 63 631 INDICATED INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. I 6. SEPARATION FOR 6LASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144 43 40 E3995 09. PROJECTION VARIES 2.874' 4.874'MAX. ���'�-• '-• L }-0.115" - _ �-• a --• T o.oeo. ;* NO PEO6a6 jq 0.062" 0.450•- _ 7 0 0.125' 1.708" 0.100° ILA30" 0.062- .4 _ * •�_ ri 0.080" 0.063• 1.708• O.SOO" I -1' -.r ;0,o:• c N 0.195" 0.096' I 0.195" 70' 0.060" 2.820• `�ATr OF „I '-L'_1---.LLL 0.060" t�-••- t 0.1 --r 0.630 --� ,-, 0.630" 0.062"� 1.993" 1.908 �ORIOA m °.630• 0.062' 0.63°" 0.062• �'^, -�• 0.1 e9L.- G �'� .__i-"a 069'- II ''0.971" ,� } Y"� 0.971•-} . r^'D• -- O.OG,' 'i:p70"y �i 0.630" _ 0.062 1,0.200. I 0.062"200' 1 0.630• 0.06' .! 0.062• '! 4 4069* 1.089'1 y-.. �l._._•L" 0 <Og `SUPPORT LEG OPTIONAL-7.--. 0.200' O.O6Y 0.200° N }-1.069` 0.052" 1.069"� W a 5.745'MAX. - 5.745"MAX. / U BUILD OUT WALL O3 STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER/SlL_ 6 LITE HEADER/SILL o �Q WALL'"'.` . 2 ;SCALE:HAL SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE / SCALE:HALF SIZE SCALEi HALF SIZE p WHERE SHOWN,SCREW BOSSES \` 8 FELT GROVES ARE OFRONAL. , ON ALL EXTRUSIONS }--2.O.SL 0.675' 2.195" I }- 0.510' : i•�2.195" 1230' _ l0'�1 j 1.219" I I O.O6D' 54 ih Dios• ��':� R�-$ o M r IC 0.7 � ► � n W. -2.655• - ri O7 rn f---I- :I 1, t•_.V..II 2.382. m ,W. III r< 4.84° 1.069" � _ 1 � � .831• S D n � pR �_ ^� �� }-- T rt• 1.069" '0.105" :! 0.075' `\:J 0.075. • 0.105' I - I jl�Ij. 1 I 0.994" z 0.105" I 4.510• _-_-''=__Y_. `--- ._ .., YYY---"'-'--- -L NOTE:TESTED THICKNESS OF 0.781" �- --• -` _• 4 -: �---4.630' F0 07 3.506" BARE METAL W/O PAINT IS 0.039' SILL ADAPTER Og EXTENDED SILL SEX-FENDED SILL _ADAPTOR ADJUSTABLE SILL BOTTOM 13 6: .STREAMLINE' SLAT/GLAD _ �• ��c HALE.HALF SIZE g Z SCALE:HALSCALE HALF SIZE F SIZE SCALE:HALF SIZE SCALE:HALF SIZE 11i S 1! SCALE:HALF 512E F gvN 1 ' 0.477• ! 0.080, }--1.570' 0510" 9AP 0.143°-} 0.143" t 0.590" 0.34V •O6 ' 0.070' 0.245" 1.708' 0.143" 0.096 70L,:110. ® o.oeo• 00 0 .0.0800.117•_.0.090' 096, 4.so•3 .O.44• 0.227" 0.682' 0.630` 0.060" D 593 -T Ual'1IR611058-QQ@2 33p119W 00FL NOTE:THICKNESS OF BARE 2.822° -L625'� 10.420" RULp METAL W/0 PAINT IS 0.039' 1 15 6.B STREAMLINE STACK Ig RADIUS CEILING HEADER/SILL 17 6.8 STARTER ig WALL SILL CLIP Ig WALL SILL s SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE `.A 99 ` FFMNKLaE NNMOO Pe 1111111 I I'llms519 :'�:: r_260! M-1 0.610" STAINLESS STEEL 2eD•{--� NYLON WASHER OR4 0' ALUMINUM t ASSEMBLY y�.,{I0.357•0.320.0 HOLE o 0.50' 0.276'--�I ti :/ NO PFp4.10 x 2-3/4"410 HT S.S• 819 ' 5� O.B80 NYLON <O '� SCREW W/TC ULTRACOTE T-• r0.591• �, 4 L o.05 ' WHEEL ~ o �0_-120'q 1 MTO COATING ri t TRACK (1'YP TOP B:BOTTOM) ry 0.240° .. :nis•'•� oR NYLON BUSHING W/WASHER: L_• %�'/ :�RlDA G 8 0750' 7/16"0 x 1/2'01 INTERIOR 30INT TOP i�ON ""•••� 71�$$ _5•MAX. -Z TYP.AT EVERY OTHER 0.870• 7/16"0 x 1"Q INTEIUOR301NT BOTTOM 0.154' �-0.137• i/ ~ INS \ CYLINDER-SOLIDBRASS,NICKEL PLATED EITHER CAN BEUSED ONEXTERIOR ENI111� 0p�"_1 19 ANGLE HOUSING-Z C 01CASTIPOWDER COATED 0 yy- 22 ROLLER ASSEMBLY 2q BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (g 94 u�®®® g SCALE HALF SIZE AY OE-KE�OPERA OE m 7� SCALE•IIALF SIZE SCALE.HALF SIZE SCALE:HALF 512E R •/THU B TURN OPERATED INS 'TO S }0.250' \ L3 BRASS PUSH LOCK\SCALE:HALF SIZEjI R0.155• J . 2.125' 4.000' 0.236' --"1.741• 0.286' 1.6.3^ 0.267' 80.500` � 0.500` 0.623' --1.710• -1.21,"- 91 pg _ �.r 0.790° 0.090` 0.319' 0.531" 0.531" G 41.77L. 0.2 26T�2.15(r 0.097 '..250' ..60/"I0.607• fn �8-r0.224' 0.239• }-' ry , bn hi L m m Fig 0.060• 0.496" 0.240" s S In n I.a 177 g I �•-2.000•-4 _ _1 I( li •+.i.i .i.a 1� ___J_ I �rL 1.758°-T JI-Jr-- � 27 RAINGUARD 28 DECORATIVE FLOOR TRACK _ 476^ 0.160^ 0.222"1 r D.2,o• =72 SCALE:HALF SIZE SCALL IIALP SIVE 1.003 0.062'0,062• 0.062` `-0.176• •g 30 UNIMATE LOCK j 31 MALE BOX CENTER 32 FEMALE BOX CENTER 'O =�• SCALE:HALF SIZE / SCALE-HALF SIZE SCALE-HALF SIZE $�$yjj 8 a1-0.062' 5.500'x 13/16•WIDE-� �--�0.400' 1 7/16"0 STAINLESS Z I /q T•167' STEEL NUT �c .�_ � I Aap• 5 0.125• I -----�-. p' 0.438'• 1-0.188- 9/76-18x1 MACHINE SCREW 5/16.01NTERNAL STAINLESS STEEL 0.121" a g �----4.500• }0.689° DIE-CAST SECTION A HEAD STYLE VARIES 1_ 1 _ _p � p1, pU t1 ;�7 TER / T-SCREW INSERT 3S THUMB SCREW10 1�T� O E SCALE•FULL SIZE SCALE:FULL SIZE p,25q• 40(740cINDUSTRIAL SYSTEMS -► U�35 BOX LOCK E 0.319 1" SCALE,HALF SIZE f---•Z.uffr T �ro.lzs• nR 1.500°-{ '• � 0 1 SCALE:.093' 1 . 0.125` � km 0.125' owKnlrmVRloNYoa►P 0.250• n D..6s• 8 0,093• ^I 15-2339 .AM 09114=t:Iialll - 7.DDD" -----{ 20 ALT. 1' END STRIP 21 1.5"x3"x0.093" ANGLE 2g 2"x3"x0.125" ANGLE ^• 11 39 2X7 ANGLE sc__tF HALF SIZE SCALL•.HALF SIZE SCALE,HALF SIZE cam' SCALE.HALF SIZE •`•`jJ5 11'NAM"'.P- EDGE DIST. ` cHEDU E 101 ANCHOR FxIS17NG DIST, SCHEDULE 18°O.C. g GIAZTNG SEE END STR1R.` �•O; SCHEDULE FOR FIItl(•: No EQ N n SPAN WHEN USilt(G� 0� A .ANGLE EMBED ; °d II I I 20,40a,40b BR 9 , _ EMBED. 17 �I R� (INTERIOR) LEG D RECITON t7 I7 i _ f 1/4' WITH 2 ST OARR7ER�O 0 M.a gig _,,... IMAX. 't MIN.0.062°THICK 6063-TG AWM. � • 3a GLES'-1 ". IN.TO 2'N 5"MAX. 21 25 SS/ FASTEN ANGLE TO TRACK W/ 1 191 1;-'. _DIST. 6 ANY:ANCHOR PER'ANCHOR ((2 P1OX1'SCREWS AT LICHEDULP_Q 1B°D.C. . CjRNER TOP 8 BOTTOM•AND Uf ATTACH'TO 6.8 STARTER W/ m13 13 lool MS, #LZx 1/2"GALVANIZED ORZ30 S.S.SMS 3//16"0 ALUM.POP (V _6.60"(TYP.1 1 3/16.0 ALUM.POP RIVET,OR1/4-20 RIVET Oft i/4-20 MACHINEfu USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 9 NUT @I 16'o.c. ALTERNATE END STRIP D AIL BOLT NUT@ 16"D.C.(EXTERIOR) S/I6-1BTi•,IUMBSCREWINT07HREADEo WITH 6.8 SIARIER AND ANGLE r d INSERT 37)AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=l'-0" ART TRACK W/ FROM M OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. y TYPICAL PLAN VIEW HOLE SHALL13E3/6"MAX WIDTH,UP TO BF I SPAN 6 SCALE 3"=1'-0" 1"HEIGHT. 1'B(O(2.77 02 109, " R 1G z USE 111 BRASS PUSH LOCK 132 6 OR (1)BR-18 PUSH LOCKING DETAILS FOR 2'&O(3.7') 02 95" SEE END STRIP SCREW I 0 THREADED CENTER MATES ® '�L ,A INSERT 37 AT 7/3 SPAN SHOWN ON RANDOM 2 B3" SCHEDULE FOR MAX. W To 2/3 AN PROM oz 6s• y SPAN WHEN USING BOTTOM OF SHUTTER. 30 13 DETAILS 3'WO(4•T) 7Cg 20,40a,40b OR 40c, RECEIVING HOLE SHALL BE ,o q yt 3/B"PIAX WIDTH.UP TD 1/d" OR 6.8 STARTER 9 P� C t"HEIGHT. 3o ALT.+'810 ? O __[MAX. WITH 21 OR 2S. 10 1+2 B per- `\ 0 40 USE APPROPRIATE +32 7 iil {) ` STARTER LOS 70 a 3 BT �I(J 0 20 `OR NUC CLOSURE 80.003' B. J BUILDING CONDIRONS. 13 — T3 31 BO 0 FASTEN STARTER STRIP c a TO TRACK W/(21 tI ION 1" ID (INSIDE) SCREWS AT CORNER.TOP }}}ppp X0.125• +z� ALTERNATE END STRIP DETAIL 8 BOTTOM' k13 J un ' ss 60 1" SCALE.3"=1•-0'• ANY BOSSES. W/SCREW 111' W I SILL L ! FOR D"EAreA SPnns OR to"Psnw° O W SHOWN IN ENO STRIP SCROXII.E,END p STRIPS REQNRE A 1'X1'Aga'CUP ANGLE a I 1N to HIO SPAN USING ANY ANCIOR ONTNE EXISTING GLASS 3 tE ! Z 13 ANCIIORSCIMCKIE11114A7/4' X 1 sam OR 114-20 DOLTW END STRIP. v 30 ��j USE(11 BRASS PUSH I1 LOCK (INSIDE) USE III BRASS PUSH LOCK, n SC[1)5/16-19 1�Ng1.6i�09 THIJ EO OR III S/I6-18 THUMB 73 5W SCREW 1010 iHREAOED 30 a� INSERT 7 AT 1/3 SPAN SILL 7 S)D72 II .II INSERT O7)AT 7/3 SPAN a TO TO FA FROM "'---------r----"' BEC TOM TO'FA SHU TER (OU TS)DE) � BOTTOM OF ShIUT TER l ppb RECEIV.1ING HOLE SHALL BE �0 ;6 1/6"1 AX WIDTH.UP TR g 1 CC1 TYPICAL OUTSIDE CORNER CLOSURE �J O DETAILS WO/CORNER POST NTS C .t3 O OgPOgORTM1ALR9PYlO0Pi 13 31 215 13 3 (OUTSIDE) SILL 15-2339 - ` USE 111 BOXLOCK AT 1/3 5R SPAN TO 2/3 SPAN FROM tN�OPiaUIr101u H B07TOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F� CC2 �� MULTIPLE SHUTTER ASSEMBLY DETAIL /CORNER WO/CORNER POST NTS C1 ri SCALE.3'n 1'-0" d IN aa � - 7/unx eExxAa9p P.e Ci CONNEGTITYPE A REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING C11 CONNECTION TYPE I/4-20 MACHINE BOLT \ REFERENCE ANCHOR 112" WtNUT 9b 12"O C OR %• p SCHEDULE FOR MAX. ® 7114 SMS 0 6-0 f SPACING 112' ITYP.TOP 8 BOTTOM) • ALUM. TUBE '~ , _ G 2 FASTENERS 6063 T6 ALLOY ~ EACH ANGLE - , F yQ SEE TABLE A FOR S12E. 4fi in 8aR(6�a� 1"x 2"x 1/B" 1, � ( ALTERNATE THRU BOLT wo ORTT�U6 OR 2"x 2"x 17B" ( r Ct CONNECTION TYPE o /t/t _�a�•+ ALUM.ANGLE ° .. REFERENCE ANCHOR M GLASS ¢mow I 7v SCHEDULE FOR MAX SEPARATION wp THREE 3/16"0 ALUM. ° - 13 �. ri.....-_ '�" �1: SPACING PER TABLE2. 13 r N^' pr1A]R31 S POP RIVETS OR :I 11 GLASS IwQ^1 M THREE 612 SMS,TYP. ° 17 '' I� .,` OR DOOR--- V7 LLQ 3/16"0 ALUM POP �� 1 17 RIVET OR#12 SMS ,y �„ `tx w N C (at 1B"O.C.ITYP) ^: _ CT I'r O0t u1 TABLE A(ca) \':• �s OR OR W PRE55UREVSAycuMAKE LENGTH ""- V PSP Nn 8/O Ne 8/O MAY.USE MALE OR �',� ^r F-� "`'� O ''0 2">a B' 3' "1 6" FEMALE LOCK-SLAT V wIn 62 13V too' 13 ALTERNATE THRU BOLT 1/4"MAX FROM PI TS 114, 174' C5 CONNECTION TYPE CI CtlNNECT1Ot1 7YpE '" UIDE TO BUSHING CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR .r: h WASHER(TYP.) £ SCHEDULE FOR MAX I «1 4 d 3d 02 1I9•92 1w or NT5 SPALtNGE FOR MAX. 101 2l0' 11tp' ;L _.I,fj/ 174x314 SMS 9"O C F oR yyANGLE 70 TUB CONNECTION C 120 164' I4T— TABLE B(Cot) EXISTING HOST / 2"x 1"x 125" 1W _ 6063-T6 ALUM TUBE Q 9T 131" STRUCTURE EMBED. Z d 40• 114 PRE 5UR£VSALIAWA$LEtENGRt a 2y2yq/� 3Vft�fR�lq/0 .. EDGE DISTANCE SCHEDULE RENCEFAN MON„OR WWttTtttll WW 4t0 72 3 1 SPACING FASTENER(13 IS"0 C. ALTERNATE BUILD OUT MOUNT SECTION TUBE ANY ANCHOR SHOWN Cb t2 IDP 4T IN ANCHOR SCHEDULE). SCALE:3"+.1'-0" 92 98' 139' 102 96' .13Y 03• 12P 14L '1i 1671 74" LOT � W 67' 9T ct r r n 3t76 RIVET OR#12 SVF*l'V.2 090"6663-Tb 1 t:v o (11 t8•'O.C. OR 114- ALUM TUBE TYP. _"' ITN EPARATIO Nw _ NU t 8 8OL T(TYPER TABLENUw m ALUM.POPALUM. TUBE OR#12 SMS �. GLASS 26063-76 ALLOY O.C.i7YPJ A OR DOORSEE TAB). R FOR S12E. TENERS 2"x " •' a�ELx CONI INUOUS ANGLE ALUMINUM ANGLE_1"x 2"x 093-6063-T6E 3/16"m ALUM. OPTIONAL ANGLE INSIDE ALUM,ANGLE,TYP ORIENTATION 7YP. 6 IVETS OR 7T 77E pl2 SMS,TYP,"x 7/8" w 4 CONNECTION TYP ' 23 OR 2"x 2"x 1/8" - R ICE ANCHOR ALUM.ANGLE I USE MALE OR FEMALE SPA 16RtE �R"Nf •e LOCK-SLAT' -^EXISTING CONCRETE, ttL�1W110PE . t3 —T 13 000 FRAMING 15-2339 tQUTStDE INSIDE-SILL MOUNT,SECTIO • �� I*- 012 x 1/2"GALVANIZED ` ^t5 ALE:3"=1'«•0" OR S.S.SMS,3/16"0 ALUM. CCA TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR t/4_20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT 8 NUT SCALE:3"v 1'-0" �1 @ 18"Ox u jC��Jl/ i . TPAII L081NAROO .E C5-CONNECTION TYPE 2xi REFERENCE ANCHOR EXISTING ti O j SCHEDULE FOR MAX, STRUCTURE .,, o O SPACING ry GLASS �Q:W_ GLASS C1 CONNECTION TYPE 5"MAX' /�1/4-20 MACHINE BOLT �`, 4R DOOR FW,u N y OR DOOR W w W REFERENCE ANCHOR 19 / W/NUT Cpl 12"O,C OT2 CL¢'•No SCHEDULE FOR MAX. #14 SMS(AY 6".0 C.={ "• 13 =w a•' MN i i z u�+ $PAtCNG— 1/2^ CTYP TOP 9 BOtT9mr t i!4^-2GLASS 0 THRU BOL T W! GLASS X N N m ARATIO N!7 Z'(4Q 12•. r LOCK NUT 12"0 C OR EPARATI a x o:a #14%1/2"5M5 fpl 12`O.C. PER X Z z h w i Z � t lP1 P E h Fw-t. pR 3/16"0 ALUM POP TABLE 2 'T O"( m 5 ORn6 OR 'Q�''.,. • 12 x 1/2-SMS 0 AL O.C.E.S. TABLE 2 g h RIVETS @)6"O.C. OR 1t4"0 Z 06 w �,J OR 3/16"#ALUM.POP 0 OR6 RIVETS(a 6"O.0 E.S. 1 i ALUM.POP RIVETS(B 12"p,C. a R C!4"Q/ALUM.POP RIVETS I' to it ANO(D w 1lltl Cd 12"O:C,C.S,--- MN GLASS t2 1- J MAX.FROhI PIN ASSEMBLY 1l4"MAX FROM PIIJ y� `. @9 AND / UIDE 0 BU5 I U t1Y'TYF. GUT6ETU-BV9 NNG EP A��. 13 F. =L IC WASHER CTYP.) PER ASSEMBLY WASHER ITYP.) Nww lll{{{��� �ryI tf2'TYP EXISTING CONCRETE, w 3 CONNECTION TYPE OB DOOR ~GtWaQ � m BLOCK OR WOOD FRAMING REFERENCE ANCHOR - )(Z 6Z I- ED C _ 4 CONNECTION TYPE QtST. SCHEDULE FOR MAX a Oa. w t",FERENCEANCHOR SPACING £ uw +�oW Q 01Ef ig 57CHEDULE FOR MAX, Q ACING AS SHOWN C3 CONNECTION TYPE IN DIAGRAM ON PG:9' I- f REFERENCE ANCHOR EXISTING CONCRETE. w a -)D OR ` SCHEDULE FOR MAX. BLOCK DR WOOD T•RAMIWG •� SPACING.ALT.FASTENER /2• 1!4^MAX.FROM PIP / �} LOCATION,FRONT AND Cl CONNECTION TYPE GU10E'To BUSHING V4'MAX FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION REFERENCE ANCHOR I/ WASHER(TYP.1 L WITH THIS LOCATION SCHEDULE FOR MAX. PIH GINOE TO SCALE,3"=1'-0" SPACING 1 fU BUSHING WASHER /:1 INSIDE MOUIJT SECTION •cs ER CONNECTION AN TYPE ANCHOR a CTYP.) l� REFERENCE EFOR MAX ~ . 1 Ig SCALE:3-=T-d^ y EXISTING CONCRETE, SPACING- 5i BLOCK OR WOOD FRAMI EMBED. GL.1 EXISTING CONCRETE. CaOScaLi.D OU-MOUNT SECTION BLOCK OR WOOD FRAMING 5 • NpTF�FQR DETAILS A.B,D AND E OMT S SHEET, COG GIST EXISTINp THE ASE TRACK MAY BE iHSTALLED IN SECTIONS 4 CONNECTION TYPE 57 C-7U REFERENCE ANCHOR EMB£U WITH 1/4" GAPS.PROVIDED THAT EACH SECTION HAS d S CONNEG770N TYPE X A MINIMUM OF TWO SETS OF ANCHORS AND IS A "' .p E SCHEDULE FOR MAX, ''�-1YEFERENCk A1VC R MINIMUM OF 12^LONG.THE SILL OR CEILING TRACK 5 6 SPACING SCHEDULE FOR MAX (_ USED WITH THE BASE TRACK MUST BE CONTINUOUS I" SPACING iA.�•'1+ OVCR THE GAPS BETWEEN SECTIONS. 3 15 W r 112- OR 2Q GLASS K MW W OR DOOR MIN CLASS 13 h x s w q12 x 1/2"SMS CN 12^ ARA1 a IX i-w O.0 OR 3/16"0 ALUM. PER x Xvm pI� Fw..wIn W7� POP RIVETS@ 61,O.0 TABLE N az I- GLASS OR II.MN_�A 13 =www mo OR 114"8 ALUM.POP X P ¢ Y MINSEPGLASS 13 N,Q H Q RIVET'S Ca 12"d C. 1a. OIL DOOR PER TABLE 2 X$p Z R 5117ABLE2 XZOB1- 08 awoa d>a V4-2q 5.S MACHINE 0. 1:101, QAND'„ 1/4•' AX F OMPN � ,Wi'A SCREW b NUT(al Y u vdi ASSEMBLY 1/2- 12** /2„ GUIDE 70 BUSHING 'a 12"OC. o TYF. WASHER(7YP.) w f^ Q GLASS ff qR DOOR H 1/4"MAk.FROM DCN m m c 114"MAX FROJ1 PRJ s y a Gu I U e Sr11NG '4 CONNECTION TYPE 1/2" GUIDE 9 0 8-[TSHINb 3( £ WASHER CTYF f E GE REFERENCE ANCNOR Q WASHER CTYP,} T. S 6: EXISTING CONCRETE, IST, SCHEDULE FOR MAX /. 00/1AiIR(B11M4 FE r BLOCK OR WOOD EXISTING CONCRETE, - SPACING AS SHOWN 2 CGNNECTION TYPE FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCC ANCHOR 25-2339 OR BLOCK ON WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. ^x 3'x Ito'CONT. f 3 CONNECTION TYPE #t2 x 112"SM5(tA 12" SCHEDULE FOR MAX SPACING �Apl•OfMIE/l1CN: 063-76 ALUM.ANGLE REFERENCE ANCHOR SPACING ALT.FASTENER 0 C OR ALUM ---- CXIS�T�IN`G CONCRETE, AY BE N DASHEU ••� SCHEDULE FOR MAX.. 'pdp RIVETS(07 6"O.C. BACKTANCHORSNNOTNREO'O �•w�ttR WOOD FRAMING 5 SHOWN DASHEUI SPACING OR 114'•0 ALUM POP WITH THIS LOCATION' ., _ v * WALL MOUNT SECTION RIVETS(+U 12'•OC. / y O SCALE:3":1'-0" C t)CEILING 3 t 1iNS�iDE MOUNT SECTION � j'GALLLQUILDD,OUT `J SEC ION -- p SCALE:3"=I•-0" MN CLASS ,�il1yyt�ryryK L eL'R1UJleO�P.E GLASS SEPARATION 2 t1L( iFF�Oj§ 9 a•• OR DOOR PER TABLE 13Do \ T •f•• 11 Ou" GI ASS OR "Z"' •• 1 .V•• Ix ;qZ DOOR NaA =w¢ GLASS Ofl 00465 w w e.u DOOR MM GLASS ,! X VI N r SEPARATION <y G: MN GLASS a w PER TABLE SEPARATION iu STA Z r PER TABLE 2 IX w ti Q u.7�jY(t R ". K N N F r V'?'I x+51'O `.D, • 1 `CnS( 2 2 8 r N S ,j •1u i-L Egg IPI��� ' oin w zaUI- w 13 'y JG,In 12_2:12_2:O, 6 'C- - i /2y 1 1/4"MAX.FROM PIN GUIDE 26 £ va RE Cl EORENC£IANCHOR 13 DN TYPEX ir N TD BUSHING WASHER(TYP) ¢w SCHEDULE FOR MAX. - ud III Ory RR 6I TWO 1/4-0 WOOD 250" SPACIN .._ dN LAG SCREWS @ 24" C4 CONNECTION TYPE TH 'I_ JA CKs r` TW O.0 MAX WITHREADED PENETRATION REFERENCE ON 3 250" C3m G "T"INTO CENTER OF 2X STUDS SP AC NGE FOR MAX F- t8 I6 Ha EMB •'T' 14 SMS @ MIDSPAN BETWEEN /w /w STUDS FOR TRACKt"x 4" / EXISTING HOST STRUCTURE PLYWOOD A TUBE CONNECTION . r STUCCO FINISH 1"x 4"x.125" 6063-T6 ALV ,TUBE THtS OETAtt TDB€ USED WHEN STUD SPACING DECORATIVE FLUUR TRACK DETAIL WALL MOUNT SILL DETAIL ro{ r '� EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=T-4" SCALE:3"=1•-0" WALL MOUNT SECTION THIS DETAIL MAY �-/ SCALE r 3"c 1'-D" ALSO BE USED AT TOP 41 Bg ACCORDION SHUTTER 'o �djjjj PER PRODUCT APPROVAL 1r- _ —GLASS °1 = ie SEPARATION OR DDDR AFPLICAOLEATTOP K Z PERTABLE2 w n EXISTING WOOD LG=0.42) P AND(ORB."M d z TRUSS OR RAFTER n a 4 pd, @ 24^MAX.D.C. 1-1 2.7.112" ' 2"OR3" f W £ N EXISTING FINISH' 1/2"MIN. 5 1/4"MAX FROM PIN GUIDE •� I I �.._ 2"x . x ANGLE 6/711AC s _ TO BUSHING WASHER ITYp j ALUM.ANGLE t•//TIIREE ;' ' II N � 2'X 3'X$"x CONTINUOUS OR 2.175' 6 114"TILE(TYP.I 1/4"0 WOOD LAO 2"x2"x%"%CONTINUOUS I FINISH MATERIAL SCREWS WITH 2-3/4" - 8 6061-76 ALUMINUM ANGLE MINIMUM THREADED = 3/4"PLYWOOD PENETR "T"IN WOOD 0.9"MIN.THICK 6061-TS ALUM TRACK X @ FASTENED TO ANGLE WTIM 2jA 20 1/4"0 A325 GRADE THRU BOLT 7"O.0 5 G ANGLE FASTENED TO Y �° @ t2"O C EACH RAFTER OF TRUSS. MACHINE SCREWS AT 3°FROM ENDS OR Stt6•'0 A32S GRADE THRU BOLT -gif E EXISTING3KS)CONCRETE GALV OR S.S 24"O.C.MAX WHERE AND 9"O.C.FOR THE BALANCE ANGLE EXTENDS BEYOND HOST STRUCTURE WITH Ei 11 �,— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN Yi0ELC0ULTRACONSAT EXISTING CONCRETE HOST 5"OX W/1-1/4"MIN.EMB. 6", EXTEND ANGLE 70 yjr 3'FROM ENDS AND 4"O.C. 2. MINN. STRUCTURE(3000 PSI MIN) OR 1/4-0 LAG SCREW @9-O.C.W/1-7/6" NEXT TRUSS. FOR VALANCE WITN 13'4 MIN.EMB. IN WOOD SG"0.42.TO 0.55 1'W D 3 MIN EMBEOMEWAND MAX.DESIGN IAAO AT S'•0°MAX SPAN rut>r o MIN EDGE DISTANCE,. #62 P.S.F. EXISTING CONCRE I E. 13 5 w W HULLOW BLOCK OR / r STAOGEAED WITH 3-141N. qX.DESIGN LOAD AT 6'•'MAIL SP "^ 0 vUi m SPACING TYP. M 0 WOOD FRAMING.SEE 2"x 5"x 1/8"CONT X z O Z H RUIIIL61WOovL 52 PS.F. ANCHOR SCHED. ALUM ANGLE 16063-T6) w BASED ON IYPE OF <�od SS-23351 ND AUILDOUT MOUNT STRUCTURE w�°t Sri" g SCALE.NTS IMAX.DESIGN LOAD x 72 P 5 F) ¢ 1AO�p K01►T�p711 " H Hb PASS THRU DETAIL w SCALE:3"=V-6" /;1 TRUSS MOUNT SECTION O SCALE 3".V-0" 99 EXISTING HOST ALT.LEG DIRECTION t� Ind n7/""A/a,.°!�.'e25 STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12°MIN FROM EDGE OF AOCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF SHUTTER, SHUTTER BLADES 1/2' SPACING,AND 3-MINIMUM EDGE DISTANCE ASSEMBLY i���uuu TOP OR BOTTOM _• (2)6063-T6 ALUMINUM _ �- ANGLES PER BEAM ENO,SIZE o _ 6549 O PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER - t DESIGN SCHEDULE py1y O: EDGE OF ACCORDION 33l7 ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ 0�•..• E SHUTTER 13 E5 $ - 12'O.0 OR 1714 x 3/4'SMS 6'D.C. i p '44•• TYPICAL tI_ 1/2"MAX. ,< /sj 44 4 1 . 5 6 2c u�j q U U 3'MIN G EDGE 287510 HOLE(TO RECEIVE DISTANCE MIN.GLASS 73 srl ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION S A 9 MAXIMUM OF 3 WINDOWS GLASS OR rr PER EVERY OTHER BLADE DOOR a N3*MIN cz 8 b t LIGHT-N-VIEW WINDOW EDGE r1/2"MAX �¢a uN oW y £¢� } � � N O 8 N.T.S. EXTERIOR ELEV DISTANCE 1 S 6 W tn rt zpwm LL n �•OfROH POJ GUIDE W 0. TO BUSHING WASHER IT YP -20 MACHINE BOLT W/NUT Lm w �w 1/2' ACCESS 12.O.0 OR*14 x 3/4'SMS 6'O.C. 1 2.875'0 HOLE TO �.. SPAN TUBE PER j RECEIVE ROUND EMBED. DESIGN SCHEDULE § J38' WINDOW ASSEMBLY 1/2• 11(2)6063-T6 ALUMINUM T- " $ 0 AX. ANGLES PER BEAM END,SIZE .B p EXISTING PER SPAN TUBE SCHEDULE d HOST 1 0 4. THRU BOLTS SEE BEAM Zm< STRUCTURE 5(CHEOULE FOR REQUIRED NUMBERS -•o 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/6'MINd EMBED IH CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF SPACING,AND 3'MINIMUM EDGE DISTA6ICE 5 p 0.125" 0.125 0.032' 0.032' MAX.DESIGN LOAD 3 SPAN TUBE SECTION 0.196• / ' \\\ 8 N.T.S. VERT SECTION p9S• SPAN TU13ESCHEOULE \ ALLOWABLETUE. NUMBER OF NUMBER OF MINIMUMANOtE ANCHORS PER TUBE SHUTTER BPAN THFxLBOLTB ANGLE LENOIH S i + WINDOW ROUNDsap BPAH TOP BOTT011 TOP BOTTOM TOP BOTTOM TOP TBOTTOM ra- ■g I Tn ASSEMBLY TUBE TUBE TUBE I TUBE TUBE TUBE TUBE TUBE ' 21.61. 114 123.' 135.2' .2 2 2 3 4• 7' 8.125. BB' 101., 106.9• 2 2 3 3 r r 'a d 123• 8 01.4' 2 2 3 -_ 3 - T T 80 • 129.19.1" 16711' 2 2 2 3 4' T \ f 08' 114.6• 124.1'. _ 2^ Z- 3 ^3 T T 0.126' 123• 1026' 109.6' 3 2 4 -4 10• 10' Tp1 I 0.126• BO' 136.0' 186.9• 2 2 3 3 T 7" •4 02875- \` I 00.188" I 2AX B6• 122 7.r 166.r 2 2 3 4 -1o• 03.250" I 173• 116.11 137.6' 2 3 4 9 70' 73' yp6 1. 168.1' 240.0• 2 2 3 4 T 10` 40`G'_ 228.0' _2 _3 _ 4_ 6 10' 10,_ WIN 3 LIGHT-N-VIEW WINDOW �� ,i '�' 'UL 2°ES: ' <- -a ' "' 'B' 29 � i' span ruBe scneouLe NOTES: WPIIRRRYMLMiNgOPE N.T.S. 'SASIC PIASTICSSLXL431T UL-94HB - x x "ANGLES FOR 2'x5" 2"x6'BEAMS. 15-2339 2. USE 2'x5'x1/4"ANGLES FOR 2"x8"8.2'xLO'BEAMS. sGtJe _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. 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. 2 BLADE W ROUND WIN DOW S. SPAN TUBES MAYBE USED 1N A MID-SPAN CONDITION WITH LIMITATIONS SPANNING ABOVE AND p91 BELOW THE BEAM.MIO-SPAN TUBES SHALL HAVE TOP BEAM TAKEN TI THE(INCLUDING SPANS ANCHORS.ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANSA 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMS ARE BELOW THE AALLOWEE ID. 0 7. ALL BEAMS AND ANGLES TO BE 6063 T6 ALUMINUM. O ANCHOR SCHEDULE; CONCRETE Pt1ANx LBENN R4ltTP.6 lilt LOAD aru U Ta b'-V' 5 Scans UD To X2b' (as0 NN1YPE-' - ONN COHN TYPE �„P• •••• 4V 1• Ci �C2 Gr51. C1 Ci f- C1 C2 I C3 I C9 I CS �'.• No FE4 •:Q ~ 4W'TAPCON O0.' A3 1B.0 18: '15 0'Y0.0" ! .0 6. 9." 36:0':' .0" 9.S" S,S' B.S' 19.5" `Ty. UL CON WITH 1-311r, "� S3 16.0" .4"10.5'14.5'1. YB,O 22.0" 7.0" 1 S X6:0" .0" 7.V 75"10.5" - r EMOED- MIN`CX G) -62 16.0'•34.0" 4.5" 12.5'16.6.140" 5.s 0." 15.' 5.0' 7.5'• 4.6" 7.5" 14_:S' * iJ yN 70 HE 13,0' T0" 11.0"10.0^IS,r i7v s0" 7's" 1.S"15:0" 7.6" 4.5" 7,s"105° Z QM q -- 7 /((88�COMGINA TIO3Q.O STAte O 100 19.0"7.5" 4.5" Lr lO.B"15.0.7.S'b5'• 7.5' 30.5"35.0"T5" 4,5' T,S" 30.5" 2 5[7 P. - 2/4'MRLENIUMMRiFAST 43_16.0"16-0"15.0'16.0"L6.0"16.0"16.0" 9.0" 13.5"16.0"36.0" 9.S" 5.S' 9.0" 13.5' 9 / 10 COMOINATIOFYt\s'.�{GRID S� WITH 1.3/4'EMBELI(J2T5p9 53 16,0"iH.ff'22.0^15,02 16A^.16.0^11.0" T0' 10.5'16.011 7,0" 4.r 7.5" 9.5' MIN CONCRETE) 42 16.0^18.0" 0.5" X3.0"18.0"16.0" B.r 5.5" 9.0" 13.5'13.5"TZ0" 4_•5" 7_.5" 9�6" O ///T4nIA1. D1 _ X2.0" 2Am,L8A"14.0" 7.0" 4.s" 8.0" XO.S"13.6"To".4.5" 7.5" 9.5" tt�L� ,�•_ 1pb 13.5" 7.0' 4.5" 7.5' 9.5" 13.6" 7.0' 4.5" 7.r 9.8" BV 7.0" 4.5" 7.S" 9,6" y gS�Oi 114•ELOD CTIETEFI£7I554 43 14.0"16.0'18.0"itl.4"16.6"16A^i6A"13S'15.0"15.4"16.0"II.S° 9.0"13.4"16.01 W W/T EMBED(335"p11 HIN 53 14.0"26,0"16,0"18.0"16.0"16.0^16.0"10.0^15.5'I6.0'16,0"10,0" 6,5'11.0"14.0° 2 x 5(iYP) CONC} 62 16.0"16.4"ILS"X8.0"38.01 16.0.22.5" 6.D" 33.D"16.0"16.0"10.0" 6,S" ILO"14.0" g�1W11\Yia+ 70 16.0"14.0"10.5"16.0"16.0"16.0"10.65" 7.0" 1X.5'15.0"26.0"20.0" 6.5"11.0-14.0" 0) 100 18.0"10.0" 8.5"13.01 14.0"16.0'10.0" 6.S' 31.0"14.0"16.0"10.0" 6.5' 1L0"14.0" G 0 P MIN EDGE DISTANCE NOTE "S^INDICATES ANCHOR SCHEDULE SPACING an �+ C175-1,Ci C4 CS C1 C2 tl C4 CS CX C2 C3 C9 C5 '3 114•TTWTAPCONOft ELCO 43 16.4"16.11" 7.5" 8.07 16.4"16.4"16.0" x01 x51 160"18.0" 9.0" 3.D" 4,p"14.0., SPACING DIAGRAM FOR C2 81 C4 CONNECTION 1YPE: UL7RACON WITH 1-314' 53 16.0"16.6" 8.5" 6.5" 16.0"16.0" 17-f 4.6 14.0"14.5" z8" 10.0" C2 CONNECTION TYPE USING PIECE WITH OUTSIDE EMBEO(3192PIX MIN CONC) 62 150"15.51 11.5_ S.5' 36.0'X4.0" 4.0" 14.r X4S" T5" 24.0" ANCHORS ONLY- Ct.CONNECTION TYPE USING PIECE eQ WITH 7016.0"125"4.4^ SA" 16.0"35.0" fol.14.5" 7.5" IDA" OUTSIDEANCHORS 014LYiQU-14.5" 7.5" 10.0"145' l0A'•14.6" z-r X06' 1/4"M11.1.ENNM MILLFAST 43 16.0"16.0"13.0'X3.5"16.0"16.0" 9.5' 16.0'•13.0" TO" 4.0" 6.5"10.5" !WITH 1.314'EMBED(3275psl 53 i6A"16A" 8.0" 12.0"16.01 16.0" 7.9' 16_0"10 5" S.S,- S.S' 7,6" ANCHORNOT£5:MIN CONCRETE) 62 L8.0"L1S'S.q"9.0" 16.0"13.5' QS" YLO"14.5" S.S. S.r 7.5" pl 70 I6.0" 9.5^ 5.5'• 4.0' 16.0"21.5 ss" x51 e.9" 10.5" 55" S.5" Z5' 1. SrND LOADS SHOWN HERE ADE FOR DETERMINING ANCHOR SPACING ~ ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 03 rn6 104 W0.5" 5.5' S.5" 7.S' X0.5• s.5" x61 7.5" 10.5"55" S.S. 75" LIMITED TO 77765E SHOWN IN TABLE 1(Pg 1). .1/4•ALL POINTS SOUP-SET 2• 4'MM EDGE DISTANCE Z� d u ANCHOR W171W EMBED St Cl CZ C3 C4 CS Cl C2 C3 C4 CS Ci CZ C3 C4 CS 2 ENTER ANCHOR SCHEDULE BA5ED ON THE EX15T1N0 STRUCTURE MATERIAL, _pq" 114-20 SS MACHINE SCREW 43 16,1)"16.0' 8.5" 10.5"16,0116.0'12.0" 5.5" 7.5" 16.0•'12,5" e.S" 3.0" 5,0'• 10,0" AA��CHORTYPE AND EDGE DISTANCE,SELELT DESIGN LOAD GREATER THAN OR EQUALT4 NEGATIVE DESIGN LOAD ON SHUTTER ANp SELECT SPAN OREATER (JOOgpq MAN CONC) 55 16.0"15A_' 6.S11 0.9' X5.0"16.0' 0.5' 4.0" 60"4.5 9 10. 1515""iTc"SA" 4:0" 7.0• TT1I�{AANN OR EQUALTO SHU7fER SPAN. 62 15.0"11.0" 5.0" 7:0, Iola" 5" 6.5' 3.5" S.5" YO.q"SO" 4.0" T.0' 7 3. SEE MOUNTING SECTION DETAILS FOR IpENT1RCATION OF CONNECTION TYPE. � 0 16.0" .0" " 6.0' 36.D' 10.5' S.5" 3,0" 4.D" 0.0 B.0" 10.6" S.D" 4.0" 7.D" � 104 WDA^ SA" 4.0" 7.0" 10.0' . 0'30.11" S.0" 4.0" 7.W 4. EXISTING STRUCTURE MAY 0£CONCRETE,ASTM C-90 HOLLOW CONCRETE 114•ALL-POINTS SDllo- •MIN EDGE DISTA_RC£- BLOCK OR WgOD FRAMING.REFERENCE ANCHOR SOIEDULE FOR PRppER . ANCHORTYPE BASED ON TYPE DF EXISTING STRUCTURE AND APPROPRUITE ANCHORWjT j6'EMBfD A CI C2 C3 C'F t3 CS C[ C3 C4 CS CONNECTION TYPE.SEE CONRECTION DETAILS FOR 3DENTIFIfATiON OF 1/4-2055 HACH[NE SCREW 43 w's 16.0"16.0"]8.0"16.0"16.0" .0:16.0' 16.0"110" 7.0" AAA,.16,0" CONNECTION TYPE. § (3406pXt MAN CONC) 53 36.0"13.5"14.0"16.0'16.ff 14.4" BSar 9.S' 9.B"12.0" 5. ALL CONCRETE ANCHORS SHAD.BE INSTALLED TO NON-CRACKED CONCRETEa 16.0"IO.S'1'6.0"16.0"16.0"110" 7.0" ILO'16.0'16,p" BS" S.5" 9.S" 12,0• ONLY.70 15.01 9.0" 14.0" 6.r 16.0" 9.ff 6.0" 10.0"13.0"16.0"BS" 5.S" 9.9" 1d.p• 6. THE CONTRAt70R IS RESPONSIBLE TO ENSURE'T�ANCHORS ARE INSTALLED 100 B.5" x51 9.5"12.0"16.0" 4.5" 3.5" x51 12,0"16.0'B.S. 5.5' 4 9" 2d.0" IN ACCORDANCE WITH RESPONSIBLEMANUFACTURERS'RECOMME)•IOATIONS.EMBEDMENT S/4•POWERS 55 DROP-IN 2-5/e'ntN OGB D75T NGE -_ LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDee STUCCO OR OTHER W/I/q-20 S5 BOLT AND CA C2 C3 i7+ C5 a ca-1-C31-N-1 cs CS C2 'C3 c4 49- F{NI5HES.- _ g 1"NC) (3oanp:i MIN 43 16.�i.V 26.6^16.0' 16.0"14.0' e.p" 125"16.0"14.0' z5^ 5.0" B.0" 11 5" 7. WHERE E3(IST(NG STRUCTURE IS WOOD FRAMING,WODD FRAMING CONDITIONS a @ IS V EM •53 16. 14.01 16.0"16.0" 4S' 6,0" 16.0'16.0"14. ' 6.0" 4:4" 7.0" B.Q" VARY.E1ELD VERIFY THAT FASTENERS ARE ITfT4 ADEQUATE WOOD t7tAMtHO Y 3 W' t' `r MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD XS ACCEPTABLE ONEY FOR 62 16. 5' ' 6.0"4,0' T.0" 8.0'70 1 16.4" 2.0' 6.ff' 4.0' 7.5' 9.0" 11 ' 6A" 4.0" 7.0" 0.0" SIDE CLOSURE PIECES. Tt 100 11.5" 6.0" 4.0'• 7.0'• D.0" 11.5" 6.0" 4.0' TO' B.0' 3Lr 6.0" 4.0" 7.0" B.0" IL WHERE LAG SCREWS FASTEN TO NARROW FACE OF D FRAMING,FASTENER st s1 114•PDw£As SS DROP-IN 'MI EOGB OSTANCB SHALL BE LOCA7E0 IN CENTER OF NO'ANAL 2"x 4" MtN.)WOOOODL•STS.3/q' EDGE DISTANCE IS ACCEPTABLE FOR DOD EFAMU{ LAG HALL '$ W11/4•20 55 DOLT AND Ci CZ tl 01 CS CY C2 C3 C4 CS C3 C2 C3 CA CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. ggg p 1•EMBED(3000Psl MIN 43 16,0"14.0"15.0"16.0"16.0"16.0"14.5' 90113.5"116.0115.09 T5" 5.0" 9.0" mg. 4.. MA E SCREWS SHALL HAVE MINIMUM OF}/ ENGAGEMENT OF THREADS IN a 4 A WNC) 53 2654°18 4"10.5`15.0"i6A"16.6"10.01 5S'VON%" 72.0"60" 4.0" T5" 8.5" BASE ANCHOR AND MAY HAVE ER A PAN nn ,TRUSS MHEAti O 62 15,11"13.0" 8.0" 12,5"ib..0"15.0" 8.0'r 5.0" 12.p'• 6.0 %I.p" 7.9" 0.5' R WAFER HEAD(SIDEWALK BOLT),U.O.N.70 26.0' 20.5"_7.4" L3.0"180"X 6.5" 4S' 9.5" 1ZO- 6A" 4.0" 7S' 8S" ® DESIGNATES ANtHDR COHOTT38NS WHICH ARE NOT ACCEP7ABL6 USES.'100 12.0" 6.0" A0" 75' 85" 12.0" 6,0" 4.0" 8.5"112.0"16.0" 4.0" 7,5" BS' __„•__ ____•__�� 2•M!N EDGE DISTANCE • DESIGNATES ANCH02LS WM3(JI ARE REMOVABLE BY REMOVING MACHINE SCREW, 012 SMS W/d•EYEWALL Cl C2 C3 C4 CS Cl C2 C3 C4 C5 CA, CZ C3 C4 C5 WAR WASHER WtNGNUT: ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5°12.0"16_0"1,6.0"26.0" 7.5" 10.0'16.0' 15.0' 9.0" 4.5" 6S" 17.5" DonlNwKLIenvXgPP {IODDPDI MIN t70HCy SL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 53 16.0"15.0" 8.0"1.5" 16.0"16-0.13,5"S.S" B,_5" 16,0' 19.0"70' 3 53" 10.0' 1L WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO -ALIN - 62 16.0'15.017.0". 9.5' 36.0"16.r 9.0" 4S' fi.r 14.0"14.0' 7.0" 3.r 5.5" 10.p" _ 70 16.0"22.4" 6A" 4.0' W6.0'245". T.S" 4.4" fi3O" 10.5"14,0 7.0" 3.5" 5.5" 14.4" GRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL ►A�00t03purD4N1 140 14,,D" 7_0" 365" S,S" 10.0"14.0" 760" 3.5" 5.5" 10.0'14.0" 7.0" 3.J" 5.5 10,0' CONCRETE SCREWS TD HOLLOW BLOCK t125MS Wj2.75•EYEWALL 43 i6A'16.0"26..4" 6.0"MY i6.ff'16.99"ro "14 0 16.41;15,0"11.5"fi 9.5" 16.0" ARMORINSEAT W/2S' S3'16.0"18'.0"12.0"10.0"16.4"16.0 15.0" 7.5" T_1WW 16.01 9.0"5,0" B.0" 13.0" LENDED(Z00Dpst MAN CONC) 62 16A"15.0"9.5"13.5 i6A"X8.0"31.5 6.5 95" 16.0"I6.5" 9,0 5.6' B4O" 13.p'• •�l 70 16.0"X6.0 B.0' 11.5"38.0"18.0" 9.5" 5.5" 8.5" 14.8"16.0" 9.0" 5.0" x01]3,0" (rjy ADD 16.0" 9.0" 5.0' B.0" 1302 6.0" 9.0" 5.0 B.0' 13.0"16.0' 9.0' 5.0" B.0" 17.0" Mmmug Eau EMWIM MM i. Him ®®M � MMM • - HIMMUM ®EL•i[�l • • ' r�. ® � MimiEM OR Elm allils ©©�© MMEM GUIM039:10 Role]' mum /// ///.y//tel////!l//.'///////.y/i%//, �////. � �/�//,.%///�� • ��i,���i�/ i�/ i %' i�i��✓/ . i /// /i �/i Vii./ • ; //',��/'i,.� - ���aaiiiaiiiaiii�iii,�: MEN"'///f///////ate'%//// '//a/%/��%///'///a��a//i,'//a/�/a�7///a��/////a////� ®� EMU�/.!/a//�/ ���/////�//i.� � % � R2rIM�� � ��//i //®//,%///i//�® ��/��// �%//. %// %/// //l//aa%///// '///.� %%%/ i. ��i %'%/% %/./%////.� jFamLE�%///% %////, %//Er/////.LW%a%'///a/ © MEN mAO©aR-f©m-... 0©m�DOD©ODmO MMMURP/Ma ' y. ■®�©OGEEl�OD©mom©m©mD©mdm©O0©�C®�©gyEN m© % INN �� � /��� / aaiiaaiiaii,/%%✓/////i/////i///ii///i,%///yi////y/a/y/%////ii////%////0aE E Ai////�I M 2 Ai//11/1 �KEO mOm©CilCF!© �%m - d [3!©mO®mDDO®[MDQ Ems➢ %//%%///%��%a'%'%/a%%////, ////a//////"%/////r.�/%////Q•�IFS�11' ����1%/////.F� �'%l//ate%///////.W///.� mill/MMaiaaaaiaiaaiaiiii�ii/ 10 yt ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK PRANG LaENNM00,P.E. `1{111 111 11 8 PEDM549. ly.3 P.E. _ Y MIN EDGE DISTANCE . G Spans Uo To 6'-0" Spens Up To B'-3" Spans Uo To 12'•0" „p`.• C1C ' LOAD CONN TYPE CONN TYPE CONN TYPE Q f --- s ANCHOR (Psi CI Q C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS N0 PE004654 = 012 SMS W/2"EYEWALL �4316.016.0" 7.5" 9.0" L6.0"15.5" 8.5" 4.5" 6.5" 15.5' B.5" 4.5" 4.0" 7.0"ARMOR INSE0.T W/1-1/4' 16.0"10.5" 5.0'_7.0" 16.0"11.0 6.0 3.55.0r 0" 7.0" 3.S' 3.5 5.0 r -NEMBED 14.0"7.5" 4.0" 6.0 14S" 9.0".4.5' 3.0" 07.0 ." /3.5 5.0 11.5"6.0" 3.5" 12S' 7.5' 3.5" 3.55" 7.0" 35" 3.55.0 �.(1 NATE OF II T.0" 3.5" 3.5" 5.0"7.0" 3.5" 3.5" 0" 7.0" 35" 3.5 5.0 '•.�OgIpA•:' w ANCHOR SCHEDULE: WOOD (G=0.55) "s�ONaL , W Yr3rrllll "LL 6%1 Ox 3/4"MIN EDGE DISTANCE rr1n1 r"uW uuQ Scans Up To 6'-0" Scans UD To 8'-3" Wiens Uo To 0" u to W =a O ANCHOR �G CONN TYPE CONN TYPE CONN TYPE W i' 3 N CS C2 C3 C4 CS CS C2 C3 C4 CS Cl CZ C3 C4 CS WWW o3 = 1 1/4"LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5"12.51•16.0"16.0"16.0" 7.5" 9.011116.01116.011114.5". 4.5" 6.0" 16.0" FH"THREAD PENETRATION 53 16:0"16.0 8.5 30.0 16.0 36.0"18.0" fi.0" 7.0" 16,0"16.0"11_511 4.0" 5.0" lnwNx 62 16A"16.0" 7_0" 8_5' 16_0"16.0"14.5" 5.0" 6.0" 16.0"16`0"11.5" 4.0' S.0' 16.0 w w ♦ 1LC� 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.P'16.0"1L5' 4.0" 5.0" 16.0" 100 16.0"11.5" 4.0" 5.0 16.0 16.0 11.5 4.0" 5.0" 16.0"16.0"11_5" 4.0' S�0" 16.0" n 7/16•WOOD BUSHING WITH 43 16'0"16.0" 8.0_10.0"16.0"15.5• 8.5".4S' 7.0" IS_S' 8.5" 4.5" � 4.5" 7.0" LL3'MLN EMBED D.1/4-20 53 16.0"10.5' S.5" 8.0" 16.0 11.0" 6.0" 2.5" 5.5" 11.0" 7.0" 3,5" 4.0" 5.0° 55 MACHINE SCREW 62 14A" B.0•' 4.5 6.5" 14.5" B.0'_4.5" 3.0" 4.5 7.0' 7.0" 3.5" 4.0•' 5.0" p 70 12.0" 6.0" 3.5" 5.5".12.5" 7.5" 3:5" 4.00' 5.5' 7.0" 3.5" 4.0" L. Oo �' 1111" 100 7.0" 3.5" 4A" 5.0" 7.0" 3.5" 4.0" 5.0° .7.0" 3.5" �4.0" 5.0" 3 !14 SMS OR R14 WOOD 43 16A"16__0"12.5'14.5'16_0"16_0"16.0" 8.0" 10.0 16.0 16.0 I1.5" 5,0" 7.0" 16.0" w E SCREW WITH 1-314°MIN 53 16.0"16x0 9_0" 11.5"16.0"16.0"15.0" 6.0" 8.0" I6�0"16.0" 9.5" 4.0" 5.5" 13.0" THREAD PENETRATION 62 16.0"16.0" 7.5' 9.5" 16.0"16.0"11.5" 5.0" 7.O" 16A"16.0" B.5" 4.0" 5.5" 13.0" wr�.��, aaaaa_ 70 16.0"16.0" 6.5" 95" 4.0' 10016.0" 9.5" 4.0" ANCHOR SCHEDULE: WOOD (G=0.42) 314"MIN EDGE DISTANCE _ F F 5 LOAD Scans Uo To 6'-0� Spans U°To 8'�3" SppOa Up To 12'-0" 6 C C, ANCHOR (PAD CONN TYPE CONN TYPE CONN TYPE " E R CI Q C3 C4 CS Cl 1 Q C3 I CA CS Cl C2 C3 i C4 CS 8 1/4'LAG SCREW WITH 1-3/4r=7 16.0"16.0"19.0" IDA 16.0"16.0"116.D 5.5" 7.0•' 16.0"16.0" 9.5" 3.5" 4.5" 15.0" oI MIN THREAD PENETRATION16.0"16.0"16.5" 8.0" 16.0"16.0"112.5" 4.5' 5.5•' 16.0"15.D" 7.5" 3.0" 4.0" ILO" !9 N 5.5" 6.5" 16,0"16.0" 9.5' 3.5" 5.0" 15.0"15,0" 7.5" 7.0" 4.0" 11_0" a1 'r 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0 11.5"15.0" 7.5" 3.0" 4�0" a 15;0" 7.5" 3.0" 4.0" 11.0iSD" 7.5"13.0" 4.0" 11.0"15.0" 7.5" 3_08 !14 9MS OR*24 WOOD 16.0"16.0" 8.5" 1D.5"16.0"L6.0"12.5" 5.5" 7.0" 16.0"13D" 6.5" 3.5" 5.0" 10.5SCREW WITH 1-3/4•MiN 16.0"16.0" 6.5" 8.0" 16.0"16.0". 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5" O THREAD PENETRATION16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"1_0.5" 5.5" 2.5" 4.0" 7.5" 16_0" 9.5" 4.5" 6.0" 16:0"11.0" 5.5" 3.0" 4.0" 8.0" 30.5'; 5.5"_2.5" 4.0" T.5"_ 100 10.5"5.5' 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5 5.5" 2.5' 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK h o w !� 4"MIN EDGE D15TANCE _ Scans Uo To 6=0" Spans UO To W-3" Scans Uo To 12'•0" LOAD CONN TYPE CONN TYPE CONN TYPE ANCHOR (P6U Cl C2 C3 C4 CS Cl Q C3 C4 CS Cl CZ C3 C4 CS q 5/16.1TW TAPCON%L W/ 43 16A"36A"16.0"16.0"16.0"16.0'16.0"15.0"16.0"15.0"16.01,11S.0" 9.0" 14.0"116.0" ¢ p6 2-1/4'MIN.EMBED 53 16.0"16.0"16^0"16.0"16y0"16_0"16.0"11.0"16.0"16_0"l6_D�'r 2-U" 7.5" 1_2,0"16.0" g ^ P 62 76_0"1fi.0"14_0"16.0"16.0"16:0'ISuO" 9.0" 14.0"16.0"16.0"I2.D" 7,5" 12.0"16.D" iml 7016.0"1fi.0"11.5"1fi.0"1fi.0"16.0'12.5' 8.0" 12.5"16.0"16.0":12.0" 7,5_1_2.0_'16.0"IOD 16.0" 12.0,'16.0"16.0.12.0" 7.5" 12.0"16.0"16.0,�12.U" 7.5 12.0 16.0 5/16•ELCO ULTRACON W/ 43 16.0"16.0"130.5"14.0"16.0"R.O.10.4' 6.5" 9.5" 16.0"11.0"1 5.5" - 6.S' 9.0" 2.1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0' 7.5" 7.5" 13.5" 9.0" 6.5' R°TR�IL19tvlo0lE �m 62 16.0"10.0" 6.0" 9.0"'16.0"11.0` S.S' 6.5" 9.0" 9.0" 6.s" 15-2339 70 15.0" 8.0" S.F.18.0" 15.5" 9.S' 5.5" 7.0" 9.0•' 6.S' .�. 100 4.0' /�, 5.5' 6.5"_ 9_0_ / 5,5" 6.5" 9.0" 6.5" PAa0.oesouPnoMl 2"MIN EDGE DISTANCE _ Ct Q G3 C4 CS__CL f1 C3 C4_ CS Cl �2 C3 CA CS 12 Ems W/2'hYEWALL d3 I6.0"16.0" 9.S' 11.5"16.D"16.0'14.0 6.0" B4O" 16.0"14.5" 7.5" 3.5" S.S" 11.5' X99 ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" L6.D"16.0' 9.5" 4.5" 6.5" 16.0"11.5" 6.0 3.0' 4.5" B.S � 62 16.0"13.0" 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 1_2.0"1_3.5" 6.0" 3,0" 4.5" B.5" rIANCHOR NOTES:SEE SHEET t 7D 16_0"10.5' 5.0" 6.S' 16.0"12_5' 6.5'_3.0" 4.5" 9.D" 11.5" 6_0" 3_D" A.5" B.5" I 9 FOR ANCHOR NOTES. I� I,J 100 11.5" 6.0" 3.0" 4.5' 8.S' 11.5" 6.0" 3.0" 4.5" 8.5" 115" 6.0" 3.0" 4.5" 8.5"