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Building Permit Application
q ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: �U( - � 2=3 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 P,Rt3SED1RO1%EMElT,LOATIC3'I� :''. Q U Address: 14382 Picea Court Legal Description: 06 34 39 That part being Lot 14382 Picea Court Blk. 22 Lot 4 Property Tax ID#: 1306-501-0274-000/1 Lot No.4 Site Plan Name: Spanish Lakes Country Club Village Block No. 22 Project Name: Setbacks Front Back: Right Side: Left Side: D #'AILD i(3ECIIPTIOI fF WQRK, � -..,-_ Install eight accordion shutters on the home to cover five windows and three lanai openings. CISTRUCTItN INFORMATION � �3 s Additional work to be—Dertormed under this permit—check all appy: HVAC Gas Tank []Gas Piping Shutters Q Windows/Doors Electric 0 Plumbing OSprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: S . Ft. of First Floor: Cost of Construction:$ 5,400.00 Utilities:]Sewer Septic Building Height: 01t11EFt LSSE l x xOR y CONTRACT Name Rosie Gregg Name: Jeff Jackman Address:14382 Picea Court. Company: Master Craft Aluminum Products City: Fort Pierce State:FL Address: 1634 Se Niemeyer Circle Zip Code: 34951 Fax: City: Port St. Lucie State:FL Phone No.772-204-6798 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: SCC1311.50586 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CtQ14STRUCT10N<L1°EN=LA1N, 10Nrµ ._ DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE 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 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 our Notice of Commencement. �— Signatur f r/Lesse Contractor as Agent for Owner Sig re f trac r/License Holder STATE ORI A ST RIDA COUNTY OF s C1e COUNTY OF St.Lucie The forgoing instrument was acknowledged before me The forgoing instrumen was acknowledged before me this day of 20_/ by this�day of - 20/9 by .ifJeff Jackman Jeff Jackman Name of person making statement Name of person making statement Personally Known x OR Produced Identification Personally Known x OR.Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary blic-State of Florida ) (Signature of Notar ublic-State of Florida ) Sheryl D.Moore Sheryl D.Moore Commission No. NOTAWOUBLIC Commission No. NOTARYPf STATE OF FLORIDA STATE OF O IDA omm#FF942382 Cantu#FF942382 C Exp res REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 RECEIVED NOTICE OF COMMENCEMENT APR 2 3 2019 Permit No. Tax Folio No. 1306-501-0274-000/11 ST. Lucie County, Permitting State of Florida Countyof St.Lucie The undersigned herby gives notice that improvement will be made to certain real property,and in accordance with Chapter.713,Florida Statutes, the following information is provided in this Notice of Commencement. Legal.Description of Property:(and street address.if available): 06 34 39 Block 22 lot 4 14382 Picea Ct. General description of improvement: Install accordion shutters Owner information or Lessee information if the Lessee contracted for the improvement:. Name Rosie Grecfcr or John beChristoforo . Address 14382 Picea Court Fort Pierce FL 34951 Interest in property: 100% Name and address of fee•simple.titleholder(if different from.Owner listed above): Contractor's Name: Master Craft Al uminlim Pr6r9l11rf-.-, " Contractor-Address: 1634 -SE Niemeyer Circle PSL FL Phone Number 335-1177 1 34952 Surety(if applicable,a copy of the payment bond is attached):Amount of bond:$ Name and address: n/a Phone number: ;0 O T W C_ M;0 F 0 nMMZM Lender Name: n/a Phone Number: 00*"i v X04 c. Lenders address: Z D.�2 n m G1N(nmrn Persons within the State of Florida designated by Owner upon whom notices-or other-documents may be served as provided by Sectio C�AC2 713.13(1)(2)7.,Florida Statutes: in rn Z Name: n/a Phone Number: N NAddress: Mc � 0 0 In addition to himself or herself,Owner designates n/a of to receive a copy of Cn th Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. o m Phone number of person or entity designated'by owner. o a 0 Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final paymenttc CD -1 contractor.,but will be 1 year from the date of recording unless a different date-is specified) Z0 C WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSID IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,.AND CAN-RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 10B SITE BEFORE THE INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts.stated therein are true to.the vest or my knowledge and belief. JA n (Signatu're of Owner or Lessee,or Ow s r Lessee's Authorized Officer/Director/Partner/Manager Hnmer�wnc�r (Signatory's Title/Office) The foregoing instrument was acknowledged before me this 1 day of April 20_19 By Rasi e Gregg as hnmPnwnRr for s�1 Name of Person Type of authority(e.g.officer,trustee P �e whom instrument was executed NOTARY PUSUC s y� gDft1D aced Identification (Signature of Notary Pub[ -State of Florida) mfftFF942382 (Print,Type,or Stamp Commissioned Name of Notary Public) f I nt VWy)1gr4t"d .Opening Size p ' (WXHf 7 Accordion.Shutter F53x62"' (Front Window)ti 2:.Accordion:Shutter .. 26 x 38'x ' (Side Wlnddw) � 3 Accordion"'Shutter U. x 62 yr(,BackDbllNindow) 4 Accordion Shutter 113 x 84 (Back Lanaif" 5 4 3 5 �A"ccordldhtShutte ® 1;01 x 84 - - y(Back Lanaif, 6"Accordioh Shutter 'j, 07 x 84 -' (back Lana): 7°AccordiorrShutter 53 x 5&,' (Side Window) 8 A666 3,x ` 53 x ($fda Ow) 5 k � /] P 5 Ks LO Urn N M 8 U IL rfg C U co rn r U- L F- C4 RIGHT E �� r a �•i 9{; 'D O 1 1 1 8CA ETEMPEBT.COM �9 Q NOT TO SCALE - CO DATE k 9 Apr 23,2019 PAGE DESCRIPTION: to Site Plan r S . PAGE: OF I. s 1 RECEIVED APR 2 3 2019 FILE COPY ST. Lucie County, Permitting , Property Information Building Information Owner: Gregg Wind Zone: 160 MPH. Address: 14382 Picea Ct Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 24 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) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 53 62 7 30.7 -33.5 --.._._ _........._..._ ....... _ _----._.— _..._.. ---......-___ 2 Int 26 38 7 32.5 -35.2 3 Int— 74 62 7 30.0 -32.8 -...............-- -..__.-........................._.-- . _.__....-----.._...........--.–_. .....................--------..._.._........._---._..._.. .... - 4 Int 113 84 7 28.5 -31.3 5 End 101 84 7 28.7 -36.0 —. ....-......--- _........._........._......_.. - -- __.._ ---.._.__......._.__..__._._..._--_..............-................._ .._........................ .---...._....._ _..........--- __ 6 End 107 84 7 28.6 -35.8 7 Int 53 55 _ — 7 31.0 -33.7 8 Int 53 55 7 31.0 -33.7 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition.(1017)Florida Building Code. Page 1 of 1 BCIS Home ! Log In j User RegistrationHot Topics i Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map Links Search Gionna 1-0 Product Approval USER:Public User r - Product Approval Menu>Product or Application Search>Application List>Application.Detail Yui (-_ FL# FL137 R6 d«moi. u _ Application Type Revisio ILE Code Version 2017 • Application Status Approved Comments R�CmVEED Archived •('� Product Manufacturer Town and Country Industries, APR 2 3 2019 Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 ST. Lucie County, Permitting (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.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. 21 Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indeoi.odf FL13757 R5 COI Indeo2.odf FL13757 R6 COT Indeo3.ndf 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 EDuivi.ndf FL13757 R6 Eauiv Epuiv2.pdf FL13757 R6 Eauiv Eauiv3.pdf 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 II Dwai.pdf 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 Evall.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.6 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 i7 DAg2.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 Eval2.Ddf 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.pdf 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 Eval3.Ddf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released in response to a public-records request,do notsend electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact BSD,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 entails provided may be used for official communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emall address which can be made available to the public To determine if you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: ® E 6 Credit Card 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ I s, 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING No PCO046S4f CODE SXTH EDITION 01 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE TERW E ATI&AL ZONE AlND THE IN BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE -10 m. ffidTHIS SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN f-UNU rrEDWIDTH- :: - my'0996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SrATC OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE lu ro REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE ......CIETIG FL09VI'DA BUILDING CODE SHALL BE LESS THAN OR EVUAL TO THE POSITIVE OR NEGATIVE DESIGN P15 PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. to 3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/2og203 AND ASTM EIBSV199VE330. z IED HERE-IN ARE BASED ON MAXIMUM TESTED PRESSURES DI DED Y A I.S 4: DESIGN PRESSURES NO C Y SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING I REQUIRED FOR ALL WIND z ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE ON S OPTIONAL w CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WINDUl LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ME! ow DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 6 SHALL BE USED. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OFTHESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER TM 61GI3-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED co HEREIN. -v DOC 11. ANY MODIFICATIONS OR ADDITIONS TO-THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL MENTS 12. WHENUTHE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE_ PROTECTION ED OFFICIAL MAY RE(j?IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND BOTTOM SEALED BY A LICE SED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRAVING HIS/HER APPROVAL LOCKING MECHANISM,SEE SHUTTER13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE LOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL PLAN VIEWS- FORT LAUDERDALEFL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1806 E1996&E330 SHUTTER ELEVATION TAS 201 202&2U3 FLORIDA PRODUef APPROVAL NUMBER N.T.S. EXTERIOR ELEV A 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,I.I.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: K.S.I. 15. ALL BOLTS AND WASHERSUEXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A - MINIMUM TENSILE SIREN HOF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4-0 OR 3116"415052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY, 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ P0 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE DIRE. FACILITIES 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REM VABLEANCHOPS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS DNS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 12,1262 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. gs 301ABOW 301 ABOVE :9 3W ABOVE 30'ABOVE 22. SHUTTER MAY HE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. GRADE GRADE GRADE GRADE da 23. SEALANT SHALL BE USED ON AT VIRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. n. if 2-114" 1-518" 2-318- I-Sla" TABLE 1: go,, 3-112' 1-7/8* 3-SM' TABLE.1 NOTES: 120" 4-118* r 4-7/84-114- 1. DESIGN PRESSURES SHOWN IN*ACCORDION 144�' 1 " 2' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE I ... 5* 2' SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DARE COUNTY AND FROWARD COUNTY FLORIDA. POSITIVE Neggive 2. LINEAR INTERPOLATION BETWEEN SHUTTER 2. A%W DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADS COUNTY AND BROWARD COUNTY SHUTTRIt DESIGN PESIGN SPANS IS NOT PERMITTED.FOR SPANS NO SEPARATION PROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A WALF, DESIGN PRESSURES FOR THE NEXT HIGHER PsF ]MINIMUM SPAN OF AT LEAST 30'. ( I lesn SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL Tr loo iQO HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN s 30'ABOVE GRADE,AND 1-5/6'WHEN>30' 99" 70 70 ABOVE GRADE. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 15 Nor PERMITTED,FOR SPANS I3IlrTWFEN THOSE t! 120' 63 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. L 144. 1 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1996-09. L /!/�10165�19 NARDO�F.E S. PROJECTION VARIES 2.874' 4.874"MAX. S ' 0.080• *: �O PF0046j 0.125" 0.062" 0.450• 1.708"- 0.100• {-1.830" -0.062' ="1) 1,708^ 0.100" ri 0.090° o.a63^ r O sr o.19s^ a z.ezo' grcop .. 0.195" 0.096' L 0.060" 0.070' „ 0.060' {--- � \ �T. --r 0.630' -� 0.530" 0.062"� I {-1.908" �' /O<OgIDA G ,$ �lm �1 0.125' .T- in It-1.993" I U] I� 0.062' 0.630' 0.062' ^y SU e�flfl I-1- _C0,0 0.630' •y.. I,.yow-f }--T0.971" � }0.971"-{ 0.143' -11' if Il/l Ialljll\ Ew / -L I f UyV16U" 0.06/. 1':D70• m 0.630• V Z 0 U44 a§ 3 0.062 0.200 }-1.069'-} 0.062" 0.200' ix L� r Q•--. 1 0.630' 0.06 l� 0.062 .. Z <W 91 u o 3.069' SUPPORT LEG OPTIONAL- }-1.069"-} 11 0062" }•1.069"� 0.06 T. W 3wEgg 5.745'MAX. 0.062^ 5.745'MAX. C, (� U)Ra��i 4 Oj WALL O BUILD OUT WALL 3 STREAMLINE CEILING TRACK 0J STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER SILL ow Q SCALE:FIAIF SIZE SCALE:HALF SIZE O SCALE:HALF SIZE v SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE M O ° WHERE SHOWN,SCREW BOSSES B.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874^1- 2.655" 0.875' tttLLt 2.195" }-- 0.510' 4---2.195" 1.230' 0.060" I 111���Irrr�i�iii 0 1 1229" 0.105' D's0 IC 0.7 2.655' 2.655•.---} ri 7 f 1_T_ ^I f s �. -�{ 0;§J=r �- I !�O }�!�2.362• 4.84' Em d!7 0.105"• 1.069" " ri .831 1@ n 0.105-1 ' 1.069" 0.075' x:i O l� 0.075' 0.105^ 4.510' O.o44• F 3 T' ---1 =_ ---Y-J _ _-_ 0.994'• 5 0 5 I NOTE:TESTED THICKNESS OF 0.781' --I -�- ---4.510• ,--3.506"� BARE METAL W/O PAINT IS 0.039' O SILL ADAPTER O EXTENDED SILL 1D EYTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE Q a SCLAIE.HALF SIZE S SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF 512E SCALE:HALF SIZE SCALE-HALF SIZE F _R 00..01.91560._407. 57r9• 1.570• 10510 D 510 0.143" 0.143" 0.080 O6 U.070' .0 70' 10.245' Jill .7084 0.143' 0096• 0.060' 0.1170.080' U ' 4.753• C�auRLR-el:I IgfIV90.090" 4.s0•� 0.000' 4 � 1 -M 1 DDeD 0.682' 0.630` 15-2lL3�3�•g@�6C9Do. o.6 NOTE:THICKNESS OF DARE " MTAL W/O AINT W ye!9pCyaR O OId IS 0.039^ 15 6.8 STREAMLINE.STACK 16 RADIUS CEILING HEADER/SILL 17 6_8 STARTER 1g WALL SILL CLIP 16b WALL SILL SCALE:HALF SIZE SCALL:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE, SCALE HALF SIZE 9'9 ' FRAKKL WMIARDO P.E • - `1111111111E// IFFM65/9 ;"I. 1.950"---}I -�}-0,125" 0.610" STAINLESS STEEL _ � ,q80' ALUMINUM HER OR \��,,p�NK •- . 280" I `f"••••..LI.• �yyy��7T'�.. T ASSEMBLY 0.357' ,4(yNJ_U•� _ 0.50• : No 0.320"0 HOLE ® - 0,276• =Z/ PF �N 'o z o tF10 x 2-3/4"410 Hr S.S.. 0�6� •'� a O N w w 0.591" _x: 4g NYLON -+ W INSERTS SCREW W/TC ULTRACVTE ? lI• „p O.BBO 0.05Lr WHEEL U v 4o x0.120 o INTO COATING -�'. [:J- 'p N n I r---� TRACK. (TYP TOP&BOTTOM). y0.062"- •' •STgr21'` t-0.240" 1J1•• co, i -- NYLON BUSHING W/WASHER: pis/ o�lOA••,.. di m Fi• I TYP.AT EVERY OTHER 0.870" 0.750" 7/16"6 x 1/2'@ INTERIOR JOINT TOP OL q•�• 0.137' ��i0 . •A A R q 1 -5°MAX. -T INSIDE JOINT AT TOP. 7/16"6 x1•�INTERIOR JOINT BOTTOM /�/CI ENGIII �llW .y CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR HOUSING-ZINC DICAST,POWDER COATED L} 19 ANGLE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT �a � I�y� g SCALE HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE (x� m8 SCALE!HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE UK OR KEY/THUMBTURN OPERATED INSIDE. N _ 0,250" L3 BRASS PUSH LOCK W Dit W 6: SCALE:HALF SIZE 01 W�x RO.155" 1.978" 2.125' •W'�LU w 4.000- 0.236' --1.742' 0.286" 1.603" 0.267" RO.500• --1.710" -1.224"- 0.500° _ � 0.623° 0.531" 0.531" $ �• t0" 0.090" 0.319" mm :76' M .. 0.064" c°oic- - '�.. 0.2 0 -2.250-110r7l.' 09 �' �^ 0.25 � °' o :26� �fr0.601- I 0.607 I .9 0.118"' "T Y0.224" 0 0.239"- ry r-�' I tl n ' y II I I I 0.060" 0.496" r 0.240" .� Jl-- •.+. .r-1o�'eOr�oL7 RAINGUARD 2g DECORATIVE FLOOR TRACI< .76^- ~~ D.z40 SCALE HALF SIZE SCALE HALF SIZE 0.160" 0.222"1 r �Zm< #.'.401062"0.062• 0.062" 0.176' 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE:HALF SIZE SCALE hIALF SIZE SCALE-HALF SIZE C -4-0.062'. g 5.500'x 13/16"WIDE-- {-{0.400' '6��• 7/16"0 STAINLESS 78 'Q lfi7' STEEL NUT R � L 30 �� - 0 . 0.125' 0,438" _O.1BB" 5/16-18x1 MACHINE SCREW 'h 'y('Oa ��• L- TYP. 5125.0 INTERNAL STAINLESS STEEL h r _ 0.121• F POWDER COATED,ZINC DIE-CAST THREAD O 2 I1 4.500' F-r 0.689" HEAD STYLE VARIES ^':.. 1.050, SECTION A O T-LOCK ADAPTER O T-SCREW INSERT THUMB SCREW - �- 1.OSD DF TA MODEL 2022 ` 36 , 3'7 38 I 400 40b 40c 8 a d`la�a INDUSTRIAL SYSTEMS OPTIONAL SCALE-FULL SIZE SCALE:FULL SIZE 'S r'„-0.254" 35 BOX LOCK SCALE:HALF SIZE 'I 0.319 END STRIP 1" X9 $$$ SCALE:HALF SIZE 2000" 2" & 3" EXT e Rn X1.625'1 f-1.500"-} 0.125, 'TY0.125'SCALE: HALF SIZE y' a 0.05 0.053'7 p! 0.1.1 25" o � P O.OBS c o125• -0. OORItlgRFMIKLIFNWODPE D.zSo" o N 8 0.093^ A 15-2339 D.oas• SCAM L !m g9 aumo"I 1 7.000' ----A 1 ?0 ALT. 1" END STRIP 21 1.5"x3"x0.093 ANGLE 25 2"x3"x0.125" ANGLE 39 2X7 ANGLE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE 1 L1 AANKL BENSo"ARO01 P.E. ANY ANCHOR PER ANCHOR EDGE j DIST. .. _l CHEDULE 18"O.G DIST, „GLAZING SEE END E FO;C '"SCHEDULE FOk7vv,': NO E004 ry N SPAN WHEN USMG-- - A ,ANGLE EMBED �w3 GRcr�� LEG D RECITON I I l ¢ / 1/4" OR 6.8 a START-'V:� o aH - EMBED. 77 L� (INTERIOR) 17 -! —^ _.�M WITH 21 OR 2S'Q F O € 17 MIN.0.062"THICK 6063 T6 ALUM. ypppp 30 , 4} ANGLE 1"x 1'MIN.TO 2"x S"MAX. 21 25 ail SS/ a�4 � EDGE _ (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ I I I71 DIST. --- ANY ANCHOR PER ANCHOR (2)*IDXL'SCREWS AT B CORNER,TOP&BOTTOM;AND 6 W SCHEDULE(PiS"O.G O _ ATTACH TO 6.8 STARTER R L YYY&111 73 +3 13 812 x 1/2'GALVANIZED OR S.S.SMS, #12 x 1/2"GALVANIZED OR Z 13 �� S.S.SMS 3116"0 ALUM.POP W 55�9 QI 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 0 18 MACHINE 6.60"(TYP.) iLTERNATE END STRIP D A L BOLT('<NUi�18"D.C. USE(1)BRASS PUSH LOCK OR(i)• MACHINE BOLT&Nl1T 18°D.C.ocWITH 6.8 S IAR 1'ER AND ANGLE (EXTERIOR) 5/16-IB RiUM85CREW INTO THREADED ANY TRACK W/ INSERT 3 AT]/3 SPAN TO 2/3 SPAN SCALE:3"=V-0" O yy�I FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p r, H TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO p9F ePA F SCALE 3"=V-0" I"HEIGHT. 1•BIO(2.7') 62 08' R 72 ��1� IN TD IN 82 840 USE(1)BRASS PUSH LOCK 132 75 OR IU 5/16-18 THUMB LOCK DETAILS FOR 2'1370(3.7') 02 95- SEE END STRIP SCREW 1 0 THREADED CENTER MATES 2 �; SCHEbULE FOR MAX. '}f3 ,A INSERT{37 AT 1/3 SPAN TO 2/3- AN FROM SHOWN ON RANDOM SPAN WHEN USING BOTTOMOF SHUTTER. 30 13 DETAILS 3"lYOO(4.7") 0 �" 20,40a,40b OR 40c, F$ RECEIV IND HOLE SHALL BE 72 7 a 3/B"FLAX WI L H.UP TO 0 1/4^ OR 6.B STARTER m 99 1"HEIGHT 3p - ALT,1.BID '(U- -' AX• WITH 21 OR 25. 5 E 3 (2.7') O - 0 40 USE APPROPRIATE zD 132 75' STARTER STRIP TO _•_, __ .,,-_- _ _.._. .:..- 1.6"x3' 5 93 II y 0 20 PROVIDE CLOSURE --- -- .10.093' �iJll FOR 13 5 B" OUILDING CONDIOONS. �s 23 21 gd 8 FASTEN STARTER STRIP1-1 a2g c I 0 TO TRACK W/(2)N 10x1" (INSIDE) 7 SCREWS AT CORNER,TOP ! x0125" 46 i-2P ALTERNATE END STRIP DETAIL 8.BOTTOM �Ily4 / 57 " ANY TRACK W/SCREW �ly� SCALE.3'•=1'-O" 13J P�i � 9s 60 �- BUSSES. W t SILL FOR GREATER SPANS OR LOADS'HAN O W SHOWN IN ENDSTRIP SCHEDULE,ENDANY STRIPS REQUIRE A VXI'.090'CUP ANGLE C F MID SPAN US1-IE1,ANCIICRON TIE EXISTING GLASS a z ANC110"OR V4-20 SOTIDEN STI SGEN D0.L'1.70 SDLT1p END 57fUP. YL 30 ,wow USE(1)BRASS PUSH LOCK INSIDE Man �I USE 11)BRASS PUSH LOCK am OR(1)5/16-18 THUMB (INSIDE) ..J EFS OR(1)5/16-18 THUMB 13 D¢n SCREW I 0 THREADED 9541 � Ij I SCREW 1y�0 THR EA OEO 30 a INSERT 37 AT t/3 SPAN ILL 7 Is!D Sl�1 +� `II="=CJI INSERT 071 AT t/3 SPAN ZP:g TO 2/3 AN FROM J / C TU 2/3 S AN FROM = p BOTTOM OF SHUTTER e BOTTOM OF SHUTTER ,� (OUTSIDE) 9 R RECEIVING HOLE SHALL BE A 3/B"1.7AX WIDTH,UP T 1"HEIGHT. 23 OG01 TYPICAL OUTSIDE CORNER CLOSURE �r DETAILS WO/CORNER POST — iiFtt NTS 13 30 ODPff nMLMVAr OPE. +3 3, . 215 73 z3 (OUTSIDE) 15-2339 SILL ` PUSE 111 BOX LOCK AT 1/3 FACMDF IPU 11 {A SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE lbw ¶9 i CC2 DETAILS WO/CORNER POST tig MULTIPLE SHUTTER ASSEMBLY SCALE.3" NTS ma .. .. FMHK L DEHNxx00/P.fi, Cl CONNECTION TYPE 1R�P►i ', REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING i' C1 CONNECTTYPE ION �• MAX. I/4-20 MACHINE BOLT \ REFERENCE ANCHOR .,,'I 1/2""® W/IJU7(a 12"O C OR /;•; \ SCHEDULE FOR MAX. #14 SMS Cal 6"0 C Z*1 / V SPACING— PACING (TYP.TOP&BOTTOM) �0 w ALUM. TUBE ` )— A.T EACH ANGLE 6064-T6 ALLOY A I w� [�OR�OR/ } Z i�(C•• m' ` EACH ANGLE SEE TABLE A FOR SIZE. o- �T J �� D O R 6 0 i • • 1 I ALTERNATE THRU BOLT 1"x 2"x 1/8" Cl CONNECTION TYPC w w - QI <a c OR 2"x 2"x 1/0" REFERENCE ANCHOR MIN GLASS ¢O= W ALUM.ANGLE ° -- --" Y SE F.DULE FOR MAX SEPARATION 13 F u N-, t 13 I L 1„ �„ SPACING 'PER TABLE 2, I-4 Z THREE 3/16"B ALUM. ° lil GLASS xw Qm Ww POP RIVETS OR !� I DR DOOR y�vaiF 34' THREE 912 SMS,TYP 173/16"m ALUM POP I II I 4=. N & 17 RIVET OR 012 SMS .-.. _ -_-?!•/ f �L7� to /��� TABLEAcccl) — Ea 1B o.c.(Tl'P 1 gCTkNAI (�oR 6 DR w= R w~\ \ O JN PRESSURE VS ALLOWABLE LENGTH l7N B MAY USE MALE OR 2x2'K1/S 3'N SUB' FEMALE LOCH-SLAT w PSF No B/0 U 13 ALTERNATE THP.0 BOLT .+ 1/4"MAX FROM PIN 62 13V 16B' C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING a T] _ 114• 119 CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE AMCHOR REFERENCE ANCHOR "'" I' WASHER)TYP.) =�y� SCHEDULE FOR MAX SCHEDULE B] 1t9' 171' NTS SPACING I K 9i 114' 163 __ / 14x3/4"SMS Cal 9"OC ""� ANGLE TO TUBE CONNECTION y 120 IM• 167' EXISTING HOST 2"x 2"x 125" Og M 150 _9T 131' TABLE B(CC4) EMBED 6063-T6 ALUM TUBE ym� PRESSURE VSALIDWABLELENGNI STRUCTURE 5 CONNECTION TYPE R 1 00" 114' 2, ytl/g 3Xi,k1Jg^ EDGE DISTANCE REFERENCE ANCHOR _PSF W1R18/0 .WITH WD SPACING SCHEDULE FOR MAX O ' 62 113' 166' FASTENER Ea 16"O C. a 72 107' 15T (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION ' 82 101• 14T IN ANCHOR SCHEDULE). SCALE 3"=1'-0" 92 9S 139" 102 90' l32' xI1L. II �C � RO 03' 121' W 111�I��/1 S N 160 7T 109' / � .-.. . .. x0 3/16 RIVET OR ttl2 SMS 090"6063-76 1414 GLASS 13 7 w O �I ALUM TUBE TYP I� EPARATION = z u w �' $ (a 18"O.C. OR 1/4-24 17 c F PER TABLE w 4 0 of o NUI 8 BOLT(7Yp.). 3/16"m ALUM.POP 10 RIVET OR ft l2 SMS ��� GLASS 2 Qa W, ALUM. TUBE i a OR DOOR £ (a 18"O.C_(7Y P.1 gMa uN 6063-1G ALLOY 2"x 5"x 1/8" SEE TABLE B FOR SIZE. 2 FASTENERS x CONTINUOUS ��� EACH ANGLE ALUMINUM ANGLE 1-x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE THREE 3/16-0 ALUM ORIENTATION TYP. •. Q ALUM.ANGLE,TYP 1T -- 17 - w S 6 a 5 !dt o POP RIVETS OR 17 THREE 1112 SMS,TYP 0 0 1"x 2"x 1/8" 4 CONNECTION TYPE �= . OR 2'x 2"x 1/8" I _ REFERENCE ANCHOR 17 'ALUM.ANGLE ''1-'-- SCHEDULE FOR MAX -USE MALE OR FEMALE SPACING 07PO100IBVIlILlBfM16°PE LACK-SLAT _ —EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WORD FRAMING QGLlI EE INSIDE SILL MOUNT SECTION '"OC1ml ' tt12 x 1/2"GALVANIZED (OUTSIDE) SCALE:3-V-0 CC4 TYPICAL CORNER CLOSURE DETAILS OR RI ET 3/16 m ALUM. SIDE CLOSURE OPTIONS POP RIVET.OR 1/4-20 1)� )IT'S MACHINE BOLT 8 NUT SCALE:3"m V-0" i C5 CONNECTION TYPE Z REFERENCE ANCHOR /-EXISTING SCHEDULE FOR MAX STRUCTURE GLASS 5"MAX' GLASS 0: SPACING 11 5 Cl CONNECTION TYPE OR DOOR 't;.20MACHINE' II%—v T 0 OR DOOR REFERENu IACE ANCHOR No Dmz SCHEDULE FOR MAX #u.sms(0 is".6 C ki* rO SPA "N 1/2" IlYP TOP BOTT84 MN 13 GLASS to mm� cl Z EPARATION 1/4"-20 THRU BOLT W/ GLASS EPARATMN OCIC NUT(P 12"0 C OR t`114 X 1/2-SMS(0 12"0 C z lzi- - - L OR B/16-0 ALUM POP PER X 1. w '2 -0 ILI In 12 x1/2-SMS P 12-D.C.E.S. PER L"t- ABLE 2 POP TABLC 2 OR 1/4"0 OR 3116"0 ALUM RIVETS @)6"O.0 RIVETS @6-O.L E.S. ALUM POP RIVETS @b 12-0 C. %wf/ IR 1/4"m ALUM.POP RIVETS @ AND 0 a�i .1 121,D.C.C.S. ASSEMBLY 1/4"MAX PROP MR GLASS am ':, J 1 P114 SEPARATION 13 1 n-" PIN RG AND 10 kum-"USiH.. TYP. WASHER ITYP.) WASHER(TYP) PER TABLE 2 ASSEMBLY T, !glDl 1/2- V2'TYP GLASS xtJW- EXISTING CONCRETE. r 0. BLUCK OR WOOD FRAMING ---C3 CONNECTION TYPE OR DOOR- REFERENCE ANCHOR z a z I- OmQry E'GE Ju C4 CONNECTION TYPE DIST SCHEDULE FOR MAX ai REFERENCEANCHORSPACING um C3 EDGE SCHEDULE OR MAX / 0157 SPACING A SHOWN -C3 CONNECTION TYPE IN DIAGRAM ON PG 9 D'A'S 'ARAT PER IA y L REFERENCE ANCHOR a 5 0 OR FCHED LE FOR MAX. EXISTING CONCRETE. 0 0 6 U vr� , VL� SPACING.ALT.FASTENER BLOCK OR WOOD FRAMING 1/4"-MAX.FROM Pitt LOCATION.FRONT AND Of CONNECTION TYPE GUIDE To BUSHING BACK ANCHORS NOT R&G'O REFERENCE ANCHOR WASHER(TYP.) Hq MAX FROM INSIDE MOUNT SECTION 4C CIL IOC TO WITH THIS LOCATION SCALE 3- SCHEDULE FOR MAY SPACING 19 b BUSHING WASHER .5 CONNECTION TYPE Dc—l"ITYPJ AD INSIDE MOUNT SECTION REFERENCE ANCHOR 'ql SCALE 3"=V-0'* SCHEDULE FOR MAX. F�Q R EXISTING CONCRETE, SPACING C, BLOCK OR WOOD FRAMI EMBED, BUILD OUT MOUNT SECTION EXISTING CONCRETE. SCALE•3-.V-0" BLOCK OR WOOD FRAMING E NOTE, DETAILS EDGE DIST EXISTING THE TRACK D. EONTHIS SHEET BASEEZTRA A 8.EDI 5 TALLED IN SECTIONS� 4 CONNECTION TYPE EMBED STRUCTURE g. r. WITH 114-GARS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR MI., P 5 CONNECTION TYPE A MUM OF TWO SETS OF ANCHORS AND IS A SCHEDULE FOR MAX MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK ro E SPACING REFERENCE ANCHOR USED WITH THE BASE TRACK MUST BE CONTINUOUS 5 6 SCHEDULE FOR MAX OVER THE GAPS BETWEEN SECTIONS. 3 15 SPACING &RQ 0 id 0 JI CLASSa OR DOOR M;N A I GLASS N 12 1/2"sms @0 12- EPARATIO 13 x w ei to O,C,OR 3116-0 ALUM, PER zu, D 21m w-D:3 POP RIVETS @ 6"0 C TABLE 2 13 dr 0 X OZ GLASS OR HN'GLAS r, OR 1/4-0 ALUM.POP �( M % MIN GLASS Is Tx T,z X'B� +BB6S IC RIVETS P 12-0 C 0, DOOR P A .. C,L, 0 PER TABLE 2 SEPARATION PER TABLE 2 xzcz> 1/4-20 S.S MACHINE Ix.1 (DAND08 0, 1/4,MAX ASSEMBLY " SCREW S,14UT 112 2-0 C. YP- WASHER(TYP.) GLASS 5 to . OR DOOR 1/4"MAX.FROM PIN m a 1/4"MAX FROM PIN GUIDE I U BUSHING E 4 CONNECTION TYPE 2" iv L REFERENCE WASHER TYP)WASHER(TYP 1 (5 s 6 EDGE A14EMOR EXIST ING CONCRETE, DIST. / SCHEDULE FOR MAX BLOCK OR WOOD EXISTING CONCRETE. CONNECTION SPACING AS SHOWN 2 CONNECTION TYPE OR FRAMING BLOCK Oil WOOD FRAMING 4 CON TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 REFERE C ANCHOR SCHEDULE 3' 1/4"CONT CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX SP EDUCE FOR MAX. 1163-Tfi AIJIM,AN011 REFERENCE ANCHOR SPACING ALT.FASTENER ACING 1AY BE REVERSED REDUCE FOR MAX 0 C 0 3/16-0 ALUM, LOCATION EXISTING CONCRETE, ACING PDP RIVETS P 6"O.C. FRONT AND ,S SHOWN DASHED) OR 1/4-0 ALUM POP BACK ANCHORS NOT RCO'D BLOCK OR WOOD FRAM114G RIVE7S@12**OC. WITH THIS LOCATION WALL MOUNT SECTION CEILING / INSIDE MOUNT SECTION AL ILD OUT SCALE:3"=1*-0" SCALE 3"t 1*-4" SECTION SCALE 3*'-F-0" MN GLASS 11 AXK'4��BENNMDO,P.E. 11 Y/fW0 .ii ?� GLASS SEPARATION Z OR 00012 PER TABLE 2 13 ¢p u - —GLASS OR `: 1 �••t W N ❑DDR 4; No P 004 'd 65 GLASS OR "N GLASS - 2.w 4 w a.4 DOOR SEPARATION Y UI N . 'On ly w PER TABLE 2 - Q=11 MN GLASS W -7 x I-. SEPARATION IT m F /•�.Ov PER TABLE 1 V e Ill x I- l 7 KI i` I^ i,�x roW �jQus Z Y'^ r 13 a w°ate 73 X Lu /2,. f u U z C1 CONNECTION TYPE a o z 1 u C REFERENCE ANCHOR S_ yOP MAX, r z mN J Kf GI 'Ti, 4"MAX FROM PII4 GUIDE _ S C 'U BUSHING WASHER(TYP) 28 a wJ SCHEDULE FSPAC NG __—_— 4lair W v3 v I / TWO 1/4"0 W000 .250" - 0 64w LAG SCREWS ff 2t.•• C4 CONNECTION TYPE �- 250 dg .0 O.0 MAX WITH 2' REFERENCE ANCHOR / 6_ W D THREADED PENETRATION p SCHEDULE FOR MAX.. 9 "T"INTO CENTER OF 2X STUDS /�•/ SPACING /1.07 rl M i 18 IB EMB,"T• 14 SMS @ MIUSPAN BETWEEN /t I /W , G STUDS FOR TRACK TO 1"x 4" / / EXISTING HOST STRUCTURE I? PLYWDOD R TUBE CONNECTION / 7� STUCCO FINISH 7••x 4"x.125" 6063-T6 ALUM.TUBEI! _ O DECORATIVE FLOOR TRACK DETAIL U WALL MOUNT SILL DETAIL m THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3'•=1'-0" SCALE I3'=1'-0" �111y y EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. !�� OWALL MOUNT"SECTION TH="ITAILASCALE:3"=1'-D" It� . m S� O ACCORDION SHUTTER W a PER PRODUCT APPROVAL r —GLASS MN GLASS OR DOOR SEPARATION II PER TABLE d EXISTING WOOD(G=0.42) APPLICABLE AT TOP )< Z TRUSS OR RAFTER .� AND OR BOTTOM of a a (In 24•'MAX.D.C. t-v2'T-v2" S VI EXISTING 1711 151 2"OR 3" MATERIAL 1 II j Ir /5 6 1/4"MAX FROM PIN GUIDE 2"x 5"x i/8"6063-T6 1/2"MIN `� 70 BUSIiIP1G WASFIF.H ITYP) ALUM.ANGLE Y!/THREE S 2"%3"X)g"%CONTINUOUS OR -t II1L� — x-2.175" 3 16 1/4"TILE ITYPI 1/4"0 WOOD LAG I Il G 2"x2"xVee"%CONTINUOUS I I— FINISH MATERIAL SCREWS WITH 2-3/4" �4 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED _ yp PENE7R."T"IN WOOD(A S 6 i 0.9"MIN.THICK 6061-T6 ALUM TRACK X 1/4'•0 A325 GRADE THRU BOLT(d 7"O.0 EACH RAFTER OF TRUSS. d 9 ANGLE FASTENED TO / FASTENED TO ANGLE WITH 1/4-20 L DR 5/t6"N A325 GRADE THRU BOLT(al 12"U Y. 24"O.C.MAX WHERE _ EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S - ANGLE EXTENDS BEYOND AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN 2 e yI1I HOST STRUCTURE WITH 'D 0 �— 1/4"A ELCO ULTRACON TO CONCRETE/CMU ,l y�"p ELCO ULTRACONS AT E%ISTING CONCRETE HOSE 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE 70 a G � 3"FROM ENDS AND 4"D.C. 2-1/2-MIN. STRUCTURE(3000 PSI MIN) OR1/4"m LAG SCREW@ 9"U.C.W/1-7/8'. NEXT TRUSS. t' & H Y l wi0' 8d @~ FOR BALANCE WITH 13`� MIN.EMS. IN WOOD SG=O.4 2.TO 0.55. j VI W w MIN FMBEOMENT AND 2 MAX,DESIGN LOAD AT V-O"MAX SPAN: EXISTING CONCRE 1 E, 7� x F Z u m o IN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR STAGGERED WITH 3"MIN. MAX DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING..SEE / O D°z a t>WfRe1RInNRLeIWmFlr 2"x 5"x 1/8"CONT. a W a a 15-2339 SPACING,TYP. iE 52 P.S.F. ANCHOR SCHED. ALUM ANGLE 16063-T6) a0, OASED ON IYPE OF ,• uyr rwa. O BUILDOUT MOUNTa STRUCTURE �KecMCvMOXI HO SCALE-NTS IMAX.DESIGN LOAD x 72 I S.F) _ Hb PASS THRU DETAIL TRUSS 'MOUNT SECTION 99 SCALE+3"=1'-0" SCALE:3"=1'-0•' EXISTING H057 - ALT.LEG DIRECTION 1 lR,'001�149"J J"RO°2 P'E•'% STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM-ROUND WINDOW 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY `. AX/ (2)6063-TG ALUMINUM 7"6* OP OR BOTTOM ANGLES PER BEAM END,SIZE �: D 8549 :0 40 L-• iR" PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER - ' DESIGN SCHEDULE � O N (rC U, - ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @1 0 #Ej F~ EDGE OF ACCORDION 3 _ 12"O.0 OR#14 x 3/4"SMS 6"O.C. i�0 SHUTTER BLADES STYPICALn1/2"MAX. ss1it3"MIN 316 �'�WA EDGE m x F.. 2.875"W HOLE(TD RECEIVE DISTANCE MIN.GLASS 13 a z u,' Z +• 'y� t m ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION O 5 w H 9 MAXIMUM OF 3 WINDOWS GLASS OR X 0 w II11��� r PER EVERY OTHER BLADE DOOR x o TU II N ow 116 mu.1 3*MIN flz LIGHT-N-VIEW WINDOW Dura cE 1/2-MAX Ilyl/i(il///ii �Q C $ N.T.S. EXTERIOR ELEV x O ym 5 6 ^ .�U' 3 16 1/4"HAx TROM PIH GUIDE n 0 70 BUSHING WASHER CT YP I n r T: 114-20 1/4-20 MACHINE BOLT W/NUT 0 -1/2' HOE 12.O.0 OR 014 x 3/4'SMS 6'O.C. t 2.875'0 HOE TO - -SPAN TUBE PER N$ RECEIVE ROUND EMOED. DESIGN SCHEDULE WI NOOW ASSEMBLY 1 1/2' x(2)6063-T6 ALUMINUM _ - AX. ANGLES PER BEAM END,SIZE �- OT EXISTING PER SPAN BE SCHEDULE 1 IL . HOST 1 4"0 THRU BOLTS SEE BEAM Zm i STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -.o ua� 1/4"ALL POINTS SCUD SET ANCHORS WITH 7/8'MIN g EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF rr�i1 IUUBII SPACING,AND 3'MINIMUM EDGE DISTAWeE C 3 p 0.125• 0.032" 0.032'0.125' MAX.DESIGN LOAD=t 72 PSF S S .._., c 3 SPAN TUBE SECTION •N.T.S. VERT SECTION r 4 SPAN SCHEDULE ALLOWABIETUBE NUMBER OF NUMBEROF MMIMUMANGIE Fe'. 1 TUBE SHUTTER SPAN THRU 3OLTS ANGLEP� LENGTH 3 ROUND SIZE SPAN _ _ -._ + I `F's" WINDOW TOP_I BOTTOM TOP BOTTOM TOP BQTTOM TOP 5ianoA 5 .D I ASSEMBLY TUBE TV13E TUBE I TUBE TUBE TUBE TIME TUBE d 80' 723.8' 1 135.7 2 2 2 3 4' 7' 0.125' Be' 101.7 IDS.. 2 2 3 3 T T \ / 123' 80.0' _84.4' 2 2 3 3 T T 2k8k 60 128_11 _167.0' 2 2 2 _ 3 4' 7' 98" 114.8' 12E.P_ 2 2 _3_ 3 _ T _ T p \ __ .. _ .__ - - ____ -_ _ -_ / / \ 0.126' 123' 102.6' 109.8' 2 2 4 -4 10' 10' zlx BO' 138.0' 198.0' 2 2 3 3 T I_7" 02.875' 0 29. 86' 122.7' 158.7 2 2 3 4 7' 10' (I p 03.250" ' 123' IfBA' 137.6' 2 3 4 5 10 13' 80' 168.1" 240.0 2 2 _3 _4 I 7' _10'_- / 0.18 75' 140.8'_ 219.0 _2_ 10 16' / _ 123' 132.2' 203.1' 3 4 5 7 13' 10 LIGHT-N-VIEW WINDOW \� 10PiWWUTIWRL*NWWPE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94NB � / SPAN TUBE SCHEDULE NOTES: z x "ANGLES FOR 2"z5"&2'x6'BEAMS. 15-2339 2. USE 2'x5"x114"ANGLES FOR 2"xB"&2'x10'BEAMS. sc6ye, 3. USE BEAM SCHEDULE FOR DETAIL 3/8. - Pµt BF !�►R 1�1e 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE UMTTED O OP BEAM SPANS. ' 2 BLADE W/ ROUND WINDOW S. 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 $ N.T.S. EXTERIOR ELEV ABOVE A96 BELOW THE BEAM. O ALLOWED.6. LAP BEAMS ARE NOT 7. ALL BEAMS AND ANGLES TOE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE TtuNx1 eEaNARao P.E. -- 111 I pRv016549 ;:µf! W 2.5"MIN EDGE DIsrAHCE � x w Cl CZ r4 CONN 0 Up 70 6'-0" Spans UR To B'-3" Svans U Tv 22'•0" LAAO Spans o ANCHOR (Pa0 NC3 I CONNTYPE1 CONNTYPEI k C3 C4 CS CL CZ C3 C4 CS C1 C2 C3 C4 CS Z'�`. t/4•nv TAPCON OR Ep 43- 16.0•'16.0"35.0^160.28A"36.0"18.4" 9.0" 13.0" No PEOOq ULTRACON WITH 1-3/4' 93 l6,0"!6L0"10.5^14.5'I6.0"18.0"32.0" 7.0" Io.S'76,0"15.0" 7,S' i,5" 7.S' 10.5" -•"O *, rn N EMBED(3192p5 MIN CONC) '•62 16.0'18.0" 8.5" 1212-_S"18.0"36.0" 9.S'_5.5" B:S" 75.0"15.0" 7.5" 4.S" 7.5" Stl.S" ^4�/ 72 16.0 33_0" 7.0" 11.0"18.0"15.5" 8,0" S.O" 7.S" 77.5"19.0" 7,5" d.5" 7.5' ip_S" L QM �,PJ COMBINA Tlp S ' 100 1S•.NO" 7.5" 4.9" 7.5" 10.5"15.0" 7.5T 4,5' 7.S" 10.5"15.0"i9" 4.S'T 7.5" 10.5" 2 5 ITYP. T / q'T'• STATE O "• X 1/4'MILLENIUM MILLFAST 9 / 10 C014BINATIOFY ..nn ••.c 43 16,01,16.4"75.0"26.0"16.0"SG.O"16.0" 9.6"13.5"76.0"16,0" 6.5"1 S.5' 9.0" 13.5" ♦•�y (Og10 WITH 1.3/4"EMBED(3275ps1 57 18.0"16.0"31.0"15y0"A6.0"16.0"11.0" 7.0" 10.5"I6.p"13.5' 7,0" 4,S' 7.5' 9,5° !�//S, NAL N MIN CONCRETE} 62 18.0"ISA" 8.5" 13.0"i6A"16.0" 8.5' S.5" RO" 13N5"73.5' 70" 4.5" 7�5" 9.5" I O // Q z X _70 18.0 12_0_' 7.0" Y1.0"16.0"14.0"'7.0" -4.5" B.0" IO.S"13,5" 7.q°. 4.5" 7.5" 9.6" - /!Iil i l t 17 _� �Ud q0 13.5" 7.0" 4.5" 7.5" 9.5" I3.S" 7.0" 4.5"-7,5" 9.5" �1/4'-PLCO CRETEFLEX 554 43 16.0"16.0"16.6"16.00"16.0"16.0"16,01,13.5'26.0"16,0"16,0"12,5' 8,0" 13,0"16.0" � T EM13ED(33500 MIN 53 16,0"Y6.0"16.0"IG.D••160•'L6,0"16.0"10.0"15,5'16.0'•16.0"10,0" 6.5" 11.0"14:0" 1 x S ITYPI 7ZLUNNCj 62 16,-6.0"36.0"12.5"16.4"36.0"16.0",12.5" 0.0" 13.0"i6,0"16.0"70.0" 6.S" i3A"34,01, (I 11Tl01Ta! ,70 16.0"18.D"10_,___5"16.0_'16.0"16y0"10.5' 7.0" 11.5"15.0"16.0"50.0" 6,5" 11.0"SANG" ;6"C. 300 I6.0"10.0" 6.5" I1.0"14.0"18.0"10.0" 5.5" YS.O"14.0"16.0"30.01, 6.5' 11.0"14.0" N d s -1"MIN EDGE DISTANCE _ _ C tY ^- - - NOTE "S"INDICATES ANCHOR SCHEDULE SPACING bD Ci C2 C3 C-0 CS CS C2 C3 C4 CS C1 C2 TI-W-1 C5 *�' 1/4"ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16.0"16.0"116.0" 5.0•' 5.5" 16.0•'16.0" 9.q" 3.q" 4.q" 14.0'.1SPACING DIAGRAM FOR CZ & C4 CONNECTION TYPE: ULTRACON WITH 1-3/4" 53-36,01,16Ar 5.5" 6.5" 56:0"!6A"12.0' 4:5" 16,0"1a.5" z5" 30,0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE EBBED(3192pN MIN CONC) 62 lS.O"15.5" 4_5_ 5.5"11....1E." 0"16.0" 9.0" 4.p" 34_S"14:5" 7.5' 10.0" ANtHURS ONLY (a` " - C4 CONNECTION TYPE USING PIECE r@)WITH I` 12.5 4.0 I. 55.0 7_5" 11.0'•14.5" 7.S" 1p_0" OU751UE ANCHORS ONLY S00 14.51, 7.S` 44.5" 7.5'• SO.0'14.5' 7.5' 10.0" A 1(4"MILLENIUM MlUFAST 43 16.0"i6.0"Y1.0'13.5" 16.0'"!3.0" 6.S" 9.5" 16.0"13.0" 7.0" 9.0" 6.5" ]0,5" WITH 1.3/4"EMHtSl{32TSpsi 53 38A;I6.00" 8,0" Y2�D"16.0"56.0"9.q" 5.4" 7.S" 16.0"70.51, 5.5" 5.5`7,$" ANCHOR NOTES: MIN CONCRETE) 42 J'6.0"11.5"fi.0" 9.0" 16,0"13.5'.7.0" 4.0"G.5"" 11.0"10.5" 5.6" !;.s,- 70 .S" 7,5': - y �+ 70 16.0" 9.5" SS" 8.0" 16.0"ILL" 5.5" 5.5" 8.S"10,5" 5.5" S,5" 7S" � '1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 300 10.5" 5.5" 5.5' 7.5" 10.5" S.S' 10,5" 9.5" 9A.- 7.5' ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE R IS LIMITED TO THOSE SHOWN IN TABLE Y(Pp 1).• �•G a 4i Z 1/4'ALL-POINTS SOLID-SET -- __ Y- 4•MTN EDGE DISTANCE a 2. ENTER ANCHOR SCHEDULE BASEO.ON THE EXISTING STRUCTURE MATERIAL, _m< v ANCHOR W(7/8"EMBED Tk Cl C2 C3 C4 C5 Cl C2 C3 "C4 CS CL C2 C3 Cq C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 2(4-2055 MACHINE SCREW 43 16.0"16.0' ffi5" 10.5"35.4"36,01,12.0".5�5" T.5"r p"12,5" 6.S" 3.0" 5N0" 20.0" .EOUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3040p6t MIN CONC) _57 16.0"LS.O" 6.S' O.P' 36,0"26.0" e.i" 4.0" 6.0" 5"2D�0"5.0" q.0" 7.0" THAN OR EQOAL TO SHUTTER SPAN. " X 62 18.0"1.3.0" S.0•'9,U" 16.0"32.5" 6.5'3.5" 5.0" p"SO,O" 5.0" 4A" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OFCONNECRON TYPE, • 74 15.0 4.0" A.5" 5.0" 36.0"30.5" 5.5 3.D" 4.0" 0"10,0"5.0" 4.0" 7.0" 100 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7,0" 10.0" S.0" i 4,0" LO" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o 1/4'ALL-POINTS SOLID-SET 3'MIN EDGE DISTANCE - _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SQiEDULE FOR PROPER ANCHOR W/7/6'EMBED& Cl C2 C3 C4 CS C1 C2 C3 C4 C5 CI C2 C8 Cq C5 ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCRIRE AND APPROPRIATE ?I g CONNECTION TYPE.SEE GONNECTION DETNLS FOR IDENTIFICATION OF I/d-2055 MACHINE SCREW 4J I6.4 TGA"16.4"15.0"16,0"15,0"36.0"11.5"ifr_0"18.D"26.0"wi . 0"55.0" CONNECTION TYPE. '. (3000pa1 MIN CONC} 53 I6.0"18.0"33.5'1b.0"16.0"X6.0"1q.0'T 8.5" 33.5"36.0"16.0 " 120 S. ALL CONCRETE ANCHORS SHALL BE INSTALLEDTO NpN-CRACKEb CONCRETE 'rte16.0"Ts.O'14.5'16.4" D" '._ ONLY."�'�] TO T6.0 15.0" 9,0" 14.0"16.0"i6.0" 9.0" 6.0" 10.0"13.p"16.p" " Y2,0" 6. THE CONTRACTOR IS RESPONSiOLE 70 ENSURE THE ANCHORS ARE INSTALLED 1qD 16.0" B.5" S.5" 9.5" 12.0"16.0" .5" 5.5" 9.5" 120"160" " 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT @@` 1/4'POWERS SS DROP-IN 2-518'MSN EDGE DISTANCE - _.__ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4.20 SS SOLT AND Cl C2 �C3 C4 CS Cl C2 C3 C4 CS Cl C2' C3 C4 CS FINISHES. 1'EMBED(3pD4psi MIN _43_ Y6A"16.0"14.0"116.0"Y6.0' 16.0"34.0" 8A"112.5"116X"T4.0"7.5" _S.D" BA" !LS"' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING COMOtTI0M5 a 4 CONC) •S3 16.0"16.0" 9.5" 14.0"16,0"16.0" 9.5" 6.0" 10.0"16.tl"11,5" fi.0" 4.0" 7.0" 6.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING fi �.r^•+� 62 76.0"12.5"-7.5" 12X"16_0"34.5" 7.S' S.0" 8.5° YYS"11.6"6.0"4.0" 7.0" 8A" SiDEHCLOPSURE tnECWES OD.FASTENING TO PLYWOOD L5 ACCEPTABLE ONLY FOR 70 16.0--110.01-16.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11,5" 6.0" 4A" 7.0" 8.0" 01 R el�p a 100 11.51116.01, 4.0".7A" 5.0"111.5"16.0" 4.0" 7.9" 0.0" SLS" 6.0" 4.0" 7,0" 6.0" 8- WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 12 ¢ IC Ip•POWERS 55 DRDP-IN 3-1/2'MTN EGGS DISTANLE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"tMIN, WOOD SiUp.3j4" 33 -•--- EDGE DISTANCE IS ACCEPTABLE FOR WOODFRAMING. L�G SCREWS SHALL SI 0 SII Y W(1M4.20 SS 0psl AND CY C2 C3 .C4' CS Cl C2 C3 C4 C5 [1 C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD TA HEX HEAD, 11 EMBED(3060ps1 MIN k4l16,0"16,0"3011 "26.0"16.0"14.5" 9.0•' 13,5"76,0"35.0" 75" 5.0" 9.0" 720" - 'CONC) 16;D"18w0"1 16.0"16.0"10.0" 6.5" 10'5 16.0"12.0" 6.0" 40' 7,5" 8.5' „ MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS INtN 8 "1b.015.08.0SA9.0" 72X"72.0" 60" 4.4" 7.5" BS' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER--•,� HEAp{SIOE4VAtlt HOLT},U.O.N.16.0"lOS",7 "16,0"12.5" 6,5" 45" 8.0" 95" 12.0" 6,0" 40" 7.5" 8.5"4 ' 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 2'MIN EDGE DISTANCE "' N -` S * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 12 #12 SMS Wj 2•EYEWALL Ci C2 C3 C4 C5 Cl C2 C3 G4 C5 CS Q C3 G4 C5 _ NUT OR WASHER WINGNUT. ARMOR INSERT W)2"EMU Eb 43 16.0"16.0"21.5"14.0"A6.0"Y6.0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.S" 6.S" 17.5_ tf.T'TleQ118WKLtEtaOF¢oP.E (200ppS1 MIN CONc) �T _�_3. Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 15_2339 53 16,0"i6A"'8.5" 13.0"16y4"16.0"i1.5' 5.5" 8.0" 16.0"14.0" 7.0' 3.5' S,5" 20.0" 62 16,0"15.0•' 7.0" 9.5" 16.0"16.0" 9.4" 4.5" 6.5",114.01114.0"17.0" 3.5' S.S." i0,0" IZ WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT HE USED TO BCALEa 70 16:0"12.0" 6.0" 8.0" i6.0"14.5" 7.5'. 4.0" 6 0" 10.5"14.0" 7.0" 3.5" 5.5' 10,0" DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTAL- ►AgiC oEAL'unfou, " CONCRETE SCREWS TO HOLLOW BLOCK 140 110" 7y0" 3.5",.,S.S" LOA"14,01, T_0" 3.S" SS' 70.01,14.0'; 7.0" 3.5 5y5' 30.0" *12 SMS W/2.75'EYEWALL 43_16 0`A6,0"16N0"16.0"16.0"16.0'16.0"10.0"34.0 16.0'1 16.0"1.1.5 6.0"9,5" 16,0" ARMOR INSERT W/25' S3 26._0"I6.4"12.0"36.4"36.0"16.4"15A" TS" 12.0'1 Y6-q' 16A" T 5,0" 8.q" 13.0" EMBED(2000ps1 MW C'ONC} 62 16.0"38.0" 9.5" 13.5"16.0"360"11.5" 6.5" 9.5" 16.0"I6.p" 9.0" S.p" 8.p" 17.0" 11 70 16.0"16.0" 8.0" 23.5"i6A"Y6.0" 9.5" 5.5" 8.5" t4.0"15.0 9.4"-5.0" 8.4 13.0" __ co 100 16.0" 9.0" S.0" 8.0" 13.0"16.0" �'..�e► � • ► CONN HI • II . t �1®[= •' FFA®�®� ®m • ; ®�®��Y�� ' ' ®� � �m�tammmm©m©mmmo© mm .o©mo©m Mo . ZMEW Hames Ej _ m��/iii!�i�.,�®a!�i�,.�i��i��i!!!�i..�i/i�i�/i/�,�iiii/���i�• iii,. iii!/i,iaiiii .:.. • • '1/1vmm,V// obi, • /�/ /i jai%i/ 0�%////%///%%///.t�%/.1//�.7//l%/�//////////%%/,f/%%//.lei.'///i%//,l///%/%/%//////l.. • �' ''/1/%%%/////.,�///��%////%////%%///!/ M2 125 t - �.1�//iy// %/ '//!// //��/�/� ���%// .: � i %im/m/ 010. BE ©o©mmmoram©ram©mm©mmmm©®mmo©m ■mmmmm ©M=M oBoeo moom ME ow off"0111,191 MO m©mmm• m o m_mmmm_©Qo©m©tea©a .�,.-�' '`�... 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK8'AUX"99"PE (5145!7+1 �. 2'Him EDGE DISTANCE LOAD Spans Utl Ttl 6'-0" S,,ns UoJo B'-S" Spa 50 Up To 1Z'-U"V 4tC Gs CONN TYPE CONN TIDE CONN.TYPE z ANCHOR (>�� c] C2 I C3 C4 I CS CL I C2 I C3 t Cd I C5 CI I CZ I C3. Cd CS- 4"• NO p- 012 SMS W(2"EYEWALL 43 16.0""16.0"17.51, 9.0" 16.0"15.5" B.5" 4.5" 6,5" 15.5'USE. " " +' ' IR7046543 ARMOR INSERT W/1-1/4- 53 16-0"10.5" 5.0" 7.0" 56.0"SS.D" 6.0" 3.5" 5,6" 11.0" SS:0C-pEMBED -,r--__-'--sr-_" 5" 5.Or ^ d 62 16.0'' 3.5".4.0 6.0" 14.5" 9.D 4.5' 4.0" 7A' _1. IN I1.5"6A' 3l5.5" 22.5'7.5' 3.5" 3S"S.S" 5" 5.0" '�.{1• 5TA7EOF03.517 5.D"7.�' 3.5' 3.5" 5.0" 5" 50" '���sS/:°lOp7pA,.• ANCHOR SCHEDULE: WOOD (G=0 55) 9N4L.gN 11,01., �1ltiti2iZ3J9'MIN EDGE DSSTANCE Z LOAD Spans Up To 6'-0" Spans Up To B'-3" ins up ro 12,.0^ (; C) ANCHOR (P50 CONN TYPE CONN TYPE CONN'iYPE Z a Yl O >= Cl c2 C3 C4 CS cl, C2 C3 I C4 I C5 C1 C2 I C3 I C4 I CS W 1/4'LAG SCREW WITH 1-314 43 16 0"ifi.0"22.5"12.5"16.0-116.0-16.0" 7.5" 9,0"1160116.0"14.5' 4.S° 6,0" 16.6' N s MIN THREAD PENETRATION 53 16.0"16:0" 8.5" 10.0"16.0"16.0"16.0" 6,Q" 7.p" 16,0"16.0"'LLE, 4.0" 5;9" 16;0" el 11 -1 25.0"16.0" 7„V0"8.5 75.4"36.0"14.5" 5.Q' 6.Q•' 16.0"46__01"LLS' 4.0 5.0'`160, �� a �lttltultR` 70 16.0"16.0" 6.0" 7.5" 16.0"1601 ILS, 4.0" 5,5"' 16_0"16.p SLS' 4,0" 5.0" 16`0" u' '{ 140-16.0"11.5'4.0" 5.0" 16.01 14.0"11.5" 4.0 5.0 15.0"16.0"ILS" 7/16'WOOD BUSHING WITH 43 16.T 16.0" a G" 10.0'"16.0 15.5" 6.5" 4.5" 7.0" 15.5_8.5"' 4.5" 4,5" 7.0" 1.13'MIN EMBED Q 1!4.20 53 16.0_'10.5" 5,5' 8.0" 16.0"11.0" 6.05.6" " 3,5" 5,5" 11.p" 7.0" 3.5" 4.0" t$ry S5 MACHINE SCREW 62 14.0 8.0 4.5" 6.5" i4.5"9.0" 4.5" 3.0" 4.5" 7.9" 7.0" 3S" 4,0" 5.0" G ,Lamm 70 12.0" 6.0" 3.5" S. 12,5" 7_5" 3.S" 4.p�' S.5" 7,0" 3.5" 4.0" 5.0" ^� 0 C�Dtl IDD 7.0' 3.5" 4,0" 5.0" 7.0 3,5" 4.0" 5.0' 7A" 3.5 4.0" 50" d ,p 3 014 SMS OR 034 WOOD 43 16,0"16.0"12.5'14.5"16.0"16.0"16.0" 8.0_' 10.0"16,q" 7,0" 160" Y SCREW WITH 1-3/4"MIN' 53 16.0"1&4" 9.0" 11.5"160"16,0"15.4'" 6.0" 8.9" f6.p"f6.0" 4,5" 4.0" S.S" 53.0" w•�6 THREAD PENETRATION 62 16:0"16,0"7.5" 9S" 16.0"16.0"11.5" 5.0" 7.D" 16.0"16.p" 9.5" 4.0" 5,5"13,0" g 70 16.0"i6.0"6,5" 8.5" 16.4"16.0"50.0" 4.9" 5.D" 14.0"I6.D" 95" 4.0" ' -IDD 16.8'" 93" 4.0" 5.5` 13.0"16,0" 9.51 4.0" S.S' 13.0" ir ,ANCHOR SCHEDULE: WOOD•(G=0.42) cc MIN EDGE DISTANCESpans Uo To 6'-V 6oans Uo To B'-3"- LOAD CONN TYPE CONNTYPE CONN TYPE ANCHOR C3 C4 CS Cl C2 C3 C4 I C5 (Ps1T CS C2 C3 C4 CS C1 C22/4•TAG SCREW WITH 1-3/4 43 16-9"16.0" 9.0" ID.O"16.0"16.016.05.5' 7.0" 16.0"16.0" 9,5" 3.5" 4.5"15.0"MIN THREAD PENETRATION •53I6,0"I6-W- 6.5" 8.0" 16.0"26.61Z.54.5' S.5" 16.0"IS.O" 7.5" 3.0" 4,0"1L0":kp111uyr 62 16,0•'16.01 5.5" 6,5" 1fi60"16.0" 9.5" 3.5"' 5,0" 15.0"15,07.5" 3.0" 4.p" 110"d 70 16.0"23.5"4„5" 60'"16.0`1 160" 8A" 3.6" 4.0" ILL,25.07.5" 3.04.0"LSA" 7.53.04,0" 11.0"15.0" 7,5" 3.p" 4.0�' 110" � n O 014 SMS OR 024 WO00 43 15.0"Lfi.Q" B,S" 50.5."16.4 16,0"22,5" 5.5" 7.0" 16.0"13,0" 6-5 3.5" 5.0"10.5' .--_ -� -_ 3 SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5" 6.0" 16.0"16,0". 6.5" 4.0'" 5.5" 16.0" TNREAb PENE7RAttON 62 26.0"11.5'" 50" T.0" 160"13.0" is, 3.S" 5.0" 14,5" pmmmmmuaf" 70 16_0" 95" 4.5" 60�"16.0!11.0," 5.5" 30° 40" &0" IO_5" 5.5"- 2yS° 4.0" 7.5" 2.5"4.0" 7.5" 10.5" 5.5' 2.5" 4.0" 7.5" 10.5" 5.5" 2.5' 4.9" 7.5" a �, ANCHOR SCHEDULE. GROUT-FILLED CONCRETE BLOCK p 4"MIN EDGE DISTANCE , Sp �i *?sans Un To 6,,,_-0" Spans Un To 8'-3" Spans Uo j ID 2',D" ANCHOR Ci O (Psn CONN TYPE CONN TYPE CONN TYPE. I q 2 ci C2 t3 C4 CS Ci CZ C3 I C4 I CS I Ci I C2 I C3 I cb I CS 5/16'ITW TAPCON XL W/ 43 16.0 16.0 16.0 26.01 16.0 16.0"16.011115.01,116.01116.0"116.0'115.0"19.0"114.0"116.9" d 2.1(4•HIN.EMBED S3 16.0"160"16, 01 116.01.116016_0"Sfi•-_0"110"15 0"16.0" 12.0" H _0 16.0" p eowrre 62 26;0"16.0"14.0"16.0 A.G.1360'15.6"9.0" 14.0"16.0"I6.p"72.0 .p"16.0" } 70 16.0"16.0"11.5"16.01 16,F,RD"12.5"�8.0" 12.5"16.0" U 116.0" �IOD ib_W12.0"7.512.0"260°26_q"12.0" 7.5" 12.0"16.0"16.0"ti2t0" �O"16.4" 7i5/16'ELCO ULTRACON W/ 43 16.0"16.010.5"14,0"16.0"16.01 10.5" 6.5" 9.5" 16.0"11.0"I 5.5" 5' �"� P 2-iib"MIN.EMBED 53 16.0"13.5" 7.5"111011,45T 14.0' 7.5" ZS' 13.5" 9.0" 6.5" WRTl9(73ANKLNNYlWtl m 62 16.0"10691,410,11 9,0"''16.0"11.01 5.5' 6.5" 9.0" 9,0" 6,5" 18-2339 F� 1D 15,0" 8-" " 8.0" 15.5' 9S" 5.5" 7.4" 4.0""- 6�S' y•�_,_�- 100 9_6' / 5�5' 6.5" 9.0_ 5.5" 6.5" 9.D" 6.5" - 2"MIH EDGE DISTANCE 9 Q0�` �" CI C2 ,[3 C4 CS Ci E2 C3 CA CS Ci C7; C3 C4 CS - ._-.r-..- .V._----1--T4:F . 012 EMS W/Z'EYEWALI. 43 16.0"16.0" 9.5' 11.5"16.0"16.0"14.01 6.0 B4O" 16.0'!14.5 7.5" 3.5'' S.5"11,5" ARMOR INSERT W!21 EMBED_53 16.4"`16.4"7.0" 9.0" 16.0"26.0" - _ 62 16.0"13.0 5.5" 7.5" 16.0"14.51 7.5" 3.5" 5.5" 12.0"11.5" 70_SS--_0"10.5" 5.4" 6.5' 16, 0"125' 6.5" 30" 4.5" 9.6' IIS" b.6" 3.01 4,5" 8.5" ANCHOR NOTES;SEE SHEET 240 11.5" 6.0" 3,0" q.5" 8.5" 11.5" 6.0" 3.0" 4.5" B.5"il.$" 6.0" 7.0" 4.S" 8.5" 9 FOR ANCHOR NOTES.