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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: -' RECEIVED Building Permit Application NOV 0 5 2018 Planning and Development Services Building and Code Regulation Division ST. Lucie County, Permitting 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x PERMIT APPLICATION FOR: Shutter f OFOSED IMPROVEMENT LOCATION Address: 14415 Dalia Legal Description: 06 07 34 39 All that part lying NELY of 1-95 Property Tax ID#: 1306-111-0001-000/0 Lot No. Site Plan Name: Spanish Lakes Fairways Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DE CRIPTI01 t3F WRK a ... Install accordion shutters: Six shutters on the home and three on the rear lanai. e CONSTRUCTI CiNINFORMATIC►N s Additional work to be Dertormed under this permit—cMeck all apply: HVAC Gas Tank 0Gas Piping Shutters F Windows/Doors Electric 0 Plumbing Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: S-C Ft.of First Floor: Cost of Construction:$ 2400.00 Utilities. Sewer El Septic Building Height: OINNERJLESSEE CONTRACTC}R Name Diane Snyder Name: Jeff Jackman Address:14415 Dalia 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.772-812-0724 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: SCC131159586 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. Y� M R. '3e� ey h:>`' -\..?: e2, y: ..x w DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: —Not Applicable Named- Name:J_w& Add ress: a Address: ,mow City: Fie State: City: Port=_-'"'"'a 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 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. . Signatu of, er/Le ee/Contractor as Agent for Owner Sign ure ntract License Holder STAT RIDA STATE LORIDA COUNTY OF St� COUNTY OF St. Lucie The forgoing instrument was acknowledged before me The forgoing instrurgent was acknowledged before me this/day of 20/'8 by this_4__day of /y J 20/9 by Jeff 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 (Sighature of Notary Public-State of Florida ) (Signature of Notary Public Styeof Florida ) tL Sheryl D.Moore Moore Commission No. NOTARY PUBLIC Commission NOTARY PUBL'ICISea I) STATE OF FLORIDA F FLORI AA camn r;FF942 Comm#FF942382 ires VIS 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, .. ., ..� _ ,� ,,.. . . ,... � �. °F•. �. . . ('� - ` ,. Opening WizH ! )., ,1 ,Accordiori;5hutter �,� X53 x 65`e - ;(Ftont WIntlow) 2•Accordiori;Shutter '� , `53 x 55 y(Side Window) 3, Accordion Shutter 53X55- ,'' '(Side Window) �" 4 Accordionthutter 1 bf x 83 (Lanai Area}, s 6 AccordiomShutter 6 5 (Lanar Area .'6. Accor'dioh Shutter 113 x 83;" 7 >Accordion-5hutter (back Window) 8 Accordiori Shutter � � '26 x38 ' . - (SVe"IMndow) 9 Accordion Shutter � "26 x38' ";� 4 (Side Windo f 3 2 LID CY) . cu 9 i M N LL A Ln N i. o, m 2 _�> COPYNICM E-TEM19E9T.COM At NOT TO SCALE .j DATE: Nov 06,2018 4M PAGEDESCRIPNCN: Site Plan PAGE: OF� • Property Information Building Information Owner: Snyder Wind Zone: 160 MPH. Address: 14415 Dalia Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening LocationDevice Device Device Max Positive Max Negative Number J Zone j Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf 1 End 53 65 7 30.6 -39.8 ................._._..._.............---.-...............................----------_.-...............:......------........................:....___...._....2. Int 53 55 7 31.0 -33.7 --........._......----.._.....-......_......_.-......................... ..._...............__ __.........__ ----._..._....-- 3 Int 53 55 7 31.0 -33.7 ._._.........._. -............................_.........._......---._.._................_._ _..__ _....__......._.... - — ----..... -----...._.__.....---- - ----._.. 4 End 107 . 83 7 28.6 -35.8 --......-- --........_..-- ----._............................_..------._._....._._.. - -.....-- --..................—_......_._....._......................._.........._..... -----— --- -- 5 End 101 83 7 28.8 -36.1 --...........--........._........_........._......................._................_.....__..._...._:............._-...._._...._...-.............-...... ._..._.._...._..— 6 Int 113 83 7 28.5 -31.3 _...-- ------ ._.................._..................-....................................---- --— --- ............_........---- ....._............._._ — - --. ----- 7 Int 74 65 7 29.9 -32.7 8 Int 26 38 7 32.5 -35.2 9 Int 26 38 7 32.5 -35.2 RECEIVED NOV 0 5 2018 ST. Lucie County, r PPITIItktng Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page l of 1 r, MIS Home { Log In ' User Registration. Hot Topics I Submit Surcharge i Stats&Facts i Publications i FK Staff i MIS Site Map Links cSearch To Product Approval r r USER:Public User R Product Approval Menu>Product or Application Search>Application Lit>Application Detali N...,,_. FL# FL13757-116 Application Type Revision Code Version 2017 RECEIVED Application Status Approved Comments NOV 0 b 2018 Archived ST. Lucie County, Permitting Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. FtC,Lauderda1, : 0 9"5Lauder 9Y (((} 1- y' tomj@tc-alu ? 34_ kil 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 Indeol.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COT Inden3.pdf Referenced Standard and Year(of Standard) Standard Year. ASTM E1886 2006 ASTM E1996 2005 ASTM F330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Ecuiv Eauivl.Ddf FL13757 R6 Eauiv Eauiv2.odf FL13757 R6 EOUly Eouiv3.odf Sections from the Code Produ ct Approva I 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 Dwol.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 Evall.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. A 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwc12.r)df Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E,PE0046549 i Impact Resistant:Yes Created by Independent Third Party:Yes c. Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Eva12.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwc13.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 N- ContactUs::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA(EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.V you have any questions,please contact 850,487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: Fagg ME M Credit Card safe VIII 1'11"IIAI�PC,' 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ `4z No PC-0046541 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING DI r CODE SIXTH EDITION ,R USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE I %Tl§kL ZONE,AND THE INTER ATI SIAL BUILDING CODE gu 8Q AND INTERNATIONAL RESIDENTIAL CODE -0 WA.MS SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN f-uNmnED WIDTH E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. I O'•.. STATE or. x 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECLION DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE ;jt7.,q FLORIDA p3le BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN it" . PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. X55 3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202 AND ASTM E188n( 4: DESIGNDIVIDED Y PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM STED PRESSURES D IDED Y A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED OR A WIND ZONESIN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL , o INES 41. F ALL uzjll CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEWuH 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. WON 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ul d; DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALrry FACTOR OF Xcl=0.85 SHALL BE USED. S. THS.YSTEM 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 ONLY BE USEDIN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE Or THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 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 ODES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL It DOCUMENTS `1 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PR ION SD OFFICIAL MAY III BOTTOM x .E DIRE THAT SITE SPECIFIC DOCUMENTS HE PREPARED,SliwED,DATED AND c SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECTWHICHDETAIL AND JUSTIFY TH DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRA TING HIS E TRACK NERAPPROVAL LOCKING MECHANISM,SEE 13. EACH SHUi7lig ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION. TOWN&COUNTRY INDUSTRIES TYPICAL PLAN VIEWS 0 5 FORT LAUDERDALEFL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886 E1996&E330 SHUTTER TAS 201 2bg&03 t�l� TTER ELEVATION FLORIDA PRODUCE APPROVAL NUMBER N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHA TABLE 2: U.BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 0 OR 311(rO 5052 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. 17. TOP AN HVHZ FACILITIES a D BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE IRE. IS. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS tPAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOW INCLUDE POWDER COATING FINISH. -:D. s 301 ABOVE 30'ABOVE -5 30'ABOVE 30'ABOV9 ALL 21. ASTEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLAT[ GRADE GRADE GRADE GRADE 22. SHUTTER MAY HE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. - 23. SEALANT SHALL BE USED ON ANCHORS OR PIRACKS WHEREVER WATER SEEPAGE IS POSSIBLE- 72" 2,114" 1-SS' TABLE 1: 99" 3,112" :8615" 1-7/8. TABLE I NOTES: 120' 4-118' 21 4-1/4' 2' ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2 S. SHUTTER SPAN SCHEDULE"ABOVE ARE - ' 1 2* tl SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: AT EACH RESPECTIVE SHUTTER SPAM 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND DROWARD COUNTY FLORIDA. NEGA-nyg LINEAR INTERPOLATION BETWEEN SHUTTER OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE 2. 2. ;RW DEFINED AS ALL LOCATIONS SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION rRom CLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN BETWEEN THOSE INDICATED ABOVE,THE ZDNES PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A te"F MINIMUM SPAN OF AT LEAST 30". (PSE) SPAN SHALL BE USED. 4, INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30*SHALL Ir 0 too IG (V HAVE 2-7j6"MINIMUM SEPARATION FROM GLASS WHEN S 3ABOVE GRADE,AND 1-5/8'WHEN>30' or To 70 ABOVE C. LASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS OCTWEEW THOSE 120" 63 63 INDICATED ABOVETHESEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 144V 43 E1996-09,SEPARATION FOR R 'N Eo 654 PROIECTION VARIES �,,p.C�1.`.••• 2.874• 4.874"MAX. 0.115' 'T- •ND P p 0.080' ->f E0046j4 "Ellllll�l 0.062" 1450' 0 T g 0.125" i.70B' 0.100" f-L.830" 0.062" _,p * _ ry 0.080" -.063' 11,708• 0.100^ -T _i--- _' ;O,T\:• sr c N 0.195" 29.8-2}0' 0' .0 0.0620.195" - F• •16" } p0A 1F. 6 "n 1.908"0.630 0.6 <O 0.125' . 0.062' 0.062' 0143" 010CJ0.630• _0. 0.9 6yN "0630" " "}1 . 00" 0.062 `0.2 0.062 0.06' 0.630 0.062" _(W' um�_u� a - gym� .062'1.069' � LEG OPTIONAL-/ 1.069" $N9e�� --5.745'MAX.- WALL V BUILD UU'I' WALL 3O STREAMLINE CEILING TRACK (4>STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER SILL o W SCALE:HALF SIZE �� SCALE:HALF SIZE SCALE:HALF SIZE `�� SCALE:HALF SIZE SCALE:HALF SIZE v SCALE+HALF SIZE W O h • WHERE SHOWN,SCREW BOSSES 9 FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS IC 2.655' ri O27.19I5" 2.605.551" 219I5" �1iI}Il: 1.230' 1. 0.060, ' 1.229" 09 0 a0.7 �!li a1i'11 Cn2.362'� z� n v1 I m 70.105"• ;I m ,`I 4.84• + 7 1.069' F�,�, � � .831• 1� N g ! � � h =`� ' I T- 4.510' � •_'dn I 0.105' 1 .. 1.069" i 0.105' I i n D.075' n O 0.075" n 0.105" `v. I 4. L- I 0.049' -_ 0.781 '= 3� --4.510" I �-3.506" RE-META6-W/O PAINT I m n SILL Og SILL ADAPTER O EXTENDED SILL �p EXTENDED SILL ADAPTOR » ADJUSTABLE SILL BOTTO 13 6.8 STREAMLINE SLAT/BLADC Q R `-' SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF S1ZE SCALE:HALF SIZE � SCALE HALF SIZE k R 0.477^ 1.570" 0 510" 0.143" 0.080' 0.590" 0.341' 0.143° .06 0 .070' 1D.245 1.708 0.143" 0.096" ' ¢s!¢[S¢ •ea ) @@@q l 0.060'-tT '1 r 0.115" 0.080" 0.117' 4.753' 0.090"ry -0096, _ tl 4.530' Li � I0.060'0.099" 0.227' 0.682' 0.630" 0.060"' �' ,J i ;I0 693• 15-2339 NOTE:THICKNESS OF BARE 2.822, --1.625"-} 0.420" r•.1 w. , METAL W/0 PAINT IS 0.039" IPIc B -1�I t5 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL �7 6_8 S7ARIER Ig WALL SILL CLIP Igb WALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE-HALF SIZE 9� ' ' (FRANK L BENNARDO p a.125• 1.950° `13Ti11tIt(jY tP�0ib5�4 '-f:r� 4.610" STAINLESS STEEL .280•}-{ - NYLON WASHER OR """jjj ASSEMBLY 4 D' ALUMINUM C/ ., •1,ry } 4.324'0 HOLE N x0.050" 0.357" ` •J' NYLON a O m�+ #10 x 2-3/4 410 HTS.9, n 0.880 6.45 WHEEL ~ v 4 p,120� INSERTS SCREW W/TC ULTRACOTE " .- - _j_,� ---•-�- INTO COATING r--' 4.591" 8 t' •SACK (TVP TOP&BOTTOM) H0.062"- :m'', S}q ..11..�� NYLON BUSHING W WASHER: � O}CFO, $_ I TVP.AT EVERY OTHER 4.750• l -L_..' �/ '•.,RIOA �m �S.MAX. 0.874" 7/16"0 x 1/2°@ INTERIOR JOINT TOP - 4.354'-� �-0.337" ��iO, .. D? 7/16"0x1' INTERIOR BOTTOM i7 +QL �� - 1, CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR rI/I EN C11 �W o .y (� ANGLE HOUSING-ZINC DICAST,POWDER COATED IIi 11111 22 ROLLER ASSEMBLY !tll SCALE HALF 512E SCALE+IIALF SIZE NOTB: MAY BEK De 24 BUSHIPIG ASSEMBLY pETAIL 26 BOX CENTER .INSERTRKEYSCALE.HALF SIZE SALE:HALF SIZEo.2s4• 23 ASS PUSH LOCK l r 5CALE;HALF SIZE 3rL N R0.500' 4.044' t�C_gAR 2.750' $Pi 2.00a'- 01 .� �t �� }-' -�2 �o � -n0,�-- "-""-'1i.1J9.(77.1�4aa8I2"• 2-1..016.206530"71• ilIi�lRlil+!��M- �•i"�,��i'Sb.�u•� �oC0.236• 0. 4` 1.224"- b3E g' SALE:HALF 512E b� 0.2_67' 090" 039" 0""0.623" 0.790" 0.531" 0.06 2.25x - 4.49 0.20 607"f IL 0.250' Q 0X39•-0224"138" r�i 0.060 06.4915n _" 1.758" 27RAINGUARD DECORATIVE FLOOR TRACK SCALE.IIALF SIZE 014 4.222"-I*• R.240' Z�� 1.001 0,062' �- tl.062' 0.062' �-0.176• ' 3O SCALE:HALF SIZE 31 SCALE-MALEBOLE SIZE TER 32 FEMALE BOX CENTER x gg SCALE-HALF SIZE IB' 0.062' 5.500'x 13n6"wroE :a0. S ,A 167' 7/16"p1 STAINLESS •" P r• _ STEEL tit71' r o JT- - G=±C-I ^--- `Ln hoe Mrrr.r 30 mC:D 0186" Bb - 7YP. 5/16-18x1 MACHINE SCREYV ,, 4oa 4 1• 0,438"' 5(16"0 INTERNAL STAINLESS STEEL l • "' 0.121• pp gg E- 4.500' --:7 {--f 0.68<:; ER COATED•ZINC D THREADSECTION A HEAD STYLE VARIES "'� A 1.Oso.DF`TAMODEL 2U22 7-LOCK ADAPTER / T-SCREW INSERT 38 THUMB SCREW INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE. SCALE:FULL SIZE BOX LOCK ALF SIZE "10.319 SCALE,HALF SIZE J-. END STRIP 1" 2"' & 3" EXT �--1.625•-{ �--1.500"-•} ^IT-0.125" a.450" f U.125' SCALE: HAL �It 0.085` L lea '• o o -0.125' 0.250' o C4 $ 0,093' of P7RlLgIfRWKLl�4NW06PP 1$1 0.095• "t 15-2339 - 1 pAYt ClnmIIRON� - 2X7 ANGLE 2D ALT. 1" END STRIP 21 1.5"x3"x4.093" ANGLE 2"x3"x0.125" ANGLE SCALE,HALF SIZE 1y 3g SCALE!HALF SIZE SCALE.HALF SIZE 25 SCALE,HALF SIZE 1\)/EEODR6f�F QIP-E ANY ANCHOR PER ANCHOR EDGE DIST. h /!• SCHEDULE @ 18"O.C. E%ISTING p(ST. "'7 / GLAZING SEE END STRIP 4.� - /I Mu1 SCHEDULE FOR 4-. No E004 r A .ANGLE EMBED P2 ,N, SPAN WHEN USW. (17 aai 20,40a,40b OR$OG, W pp� (INTERIOR) LEG D RECITON II II R; ,..— 1/4' OR B.B STA R o yH _ EMBED. 17 OI 77 1C 17 - L�-4--- -JMAX. WITH 21 OR 2rr, •' i RO 'i.•t �pp MIN.0.062"THICK 6063-TG ALUM. i 4^ 30 S"MAX. 21 25 EDGE -Z --- --- E R FASTEN ANGLE TO TRACK W/ DIST. - ANY ANCHOR PER ANCHOR (2 /10x1'SCREWS AT j B U c ` SCHEDULE @ 18'O.C- CORNER,TOP 3 BOTTOM;AND UI q c ATTACH TO 6.8 STARTER W/ t LO gg o OR 13 13 13 13 R12 x 1/2'GALVANIZED OR S.S.S S, #12 x 1/2"GALVANIZED PO Z y �q 30 B.S.SMS 3/16"0 ALUM.POP W i`iA IS m 6 BO"1TYP.1 l LUM.POP RIVET,OR 1/ 0 RIVET OIi 1/4-20 MACHINE 66 w 4 USE(1)BRASS PUSH LOCK OR(1) MACHINE ALTERNATE END STRIP —D—ETA—IL BOLT�1 Nur@le^o.c. j Nt; � (EXTERIOR) 5/16-iBT2,iUMB SCREWINIDTHREADED WITH 6.8 SIARIER AND ANGLE J�,r/(liJy"� 33a INSERT('31'7)!AT 1/3 SPAN TD 2/3 SPAN SCALE:3"=1'-0'• ANY TRACK W/ WWW •• FROM 80 OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p W TYPICAL PLAN VIEW HOLE SHALL BE 3/8'MAX WIDTH,UP TO PSF SPAN SCALE 3"=1'-0" 1•HEIGHT. 1'BIO(231 52" Ip USE(1)BRASS PUSH LOCK OR 111 5/16-18 THUMB LOCKING DETAILS FOR 2'&O(3.7') SEE END STRlP SCREW DD THREADED CENTER MATES ® _�Inn .A INSERT A7 1/3 SPAN SCHEDULE FOR MAX. _ 'D 1: TO 213N FROM SHOWN ON RANDOM y �� Z H SPAN WHEN USING BOTTOM OF SHUTTER 30 13 DETAILS 3. 12 a �• 20,40a,40b OR 40c, RECEIVII40 HOLE SHALL BE p 7 3/8"MAX WIDTH,UP TO " OR 6.8 STARTER v 30 ALT.1'BIO 62— .., .. LAX. WITH 21 OR 25. a.,5o�O M 1"HEIGHT (2.7') 112 --c—B5 0 40 USE APPROPRIATE Xp t32 7• STARTER STRIP g 1.6'X3' S B3" ❑ b 0 7.D PROVIDE CLOSURE FF-- — _ X0.003' ill FOR 13 8" BUILDING CONDIRONS. 23 21 60 FASTEN STARTER STRIP 0 6 TO TRACK W/(2)H10x1" 4 v (INSIDE) 7 SCREWS AT CORNER,TOP AD.125, ez � ALTERNATE END STRIP DETAIL a BOTTOM IT ANY TRACK W/SCREW I SCALE 3"=1'-0" 13 J 4 F I 25 601" BOSSES. D ; I. zaa I FOR GREATER SPANS OR LOADS INAN Q SILL W SIIOWN IN END STRIP SCHEME,END O STRIPS RECIM EAI-XI-AW CUP ANGLE F V) HID SPAN USINGAIKANUIORONRIE EXISTING GLASSAN0ItUa _ Z SCREW SURDOLEOLTTO NDS i s O I v 13 SCREW DRvE-7DDD#I4D/'WK -- hum PI 6e4gy N_ USE(1)BRASS PUSH LOCK (INSIDE) i USE(1)BRASS PUSH LOCK a�� OR 111 5/16-18 THUMB OR(1)5/16-18 THUMBqto 13SCREWI 0THREADED SCREW I O THREADED a•- INSERT 37 AT t/3 SPAN ILI. SZ S�INSERT 7 AT t/3 SPAN aTO 2/3SNP.L')AN FROM 7 TO 2/3 SN FROM iBOTTOM OF SHUTTERJBOTTOM OF SHUTTER (OUTSIDE)RECEIVING HOLE SHALL BE 1/HE1GMX WIDTH,UP Tb TYPICAL OUTSIDE CORNER CLOSURE — sDETAILS WO/CORNER POSTNTS 13\ 31 2i5 T3 3 (OUTSIDE) 15-2339 `-SILL USE 11)BOX LOCK AT 1/3 SPAI4 TO 2/3 SPAN FROM RADR DlfCAtmCNI ' BOTTOM OF SHUTTER N I O TYPICAL INSIDE CORNER CLOSURE xFB ¶9 i CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY A NTS :xl ei SCALE.3"=V-O" / 1 >•IN a I • J .. iMMN L OENNARDO/P.O. Cl CONNECTION TYPE �� { ///I•r1,�':) REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING ' i' Cl CONNECTION TYPE • MAX. 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR i 1/2",5-a_ W/NUT @ 12"O C OR �;• p /.•; \ SCHEDULE FOR MAX. 5;� 1/2' 4114 SMS co)6"0 C Z Iy' 1 SPACING ITYP.TOP L BOTTOFI) - 'n bN - U o 2 FASTENERS ALUM. TUBE ST EACH ANGLE 6063-T6 ALLOY ___ I wH :'n 4!L SEE TABLE A FOR 512E. 1IIIIw v_I 9OR�OR/ Z /�� '7 •• I ALTERNATE THRU 60LT L-o OR 6 JJ o? / ���""""' n❑Cl I W OR 2"x 2"x 1/8" - REFERENCE I ANCHYOR MN GLASS ¢Ro= -� > � ALUM.ANGLE ° :"--- '-•-'> SCHF.DUI.E FOR MAX SEPARATICH 13 4 �5 73 I I• I PER TABLE 2 , Z Jia (j .�.• SPACING I-a N-• 1-03 THREE 3/16"0 ALUM. Zw 9 POP RIVETS OR GLASS = Q m WW 8'N'1 W j1 z THREE"12 SMS,TYP: ° 17 I i �` OR DOOR—II X_ F N F65 3/16"0 ALUM POP I \ u �1- w olu III OR 4412 Lyyp¢Y TABLE A ctt3) 17 (°I 18T O.C.ITYP 1 S \•`L:'.----__:"�/ 4C Tf�A'q)E:' - �5]OR{(6T�(�OTR� w= `{G PRTSSURE VS ALLOWABLE LFNGT71 K MAY.USE MALE OR Tx2k11/3g� 3'N kWL70• FEMALE LOCK-SLAT PSF No B/0 O 13 ALTERNATE THRU BOLT 1/4"MAX FROM PIN 63 13V IBB' C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 2 12{• 139' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCIiOR REFERENCE ANCHOR ""-:"-'' WASHER(TYP.) Nay1 R _ CC3 SCHEDULE FOR MAX SCHEDULE FOR MAX 1U 911 "B2 1L9' 172' NTS SPACING O K$ 91 114' 165' _-I(I/ 14x3/4"SMS Cal 9"O.C. F o ANGLE TO TUBE CONNECTION 102 110" 160" - 2"x 2"x 125" 120 104• 147•J TABLE B(CG4) EXISTING HOST EMBED 6063-T6 ALUM TUBE 150 9T 131' CCCCi3�yiALIp ABLELEN(TI STRUCTURE P5 CONNECTION TYPE 2 BB" 114• 11// J3 PSF 3W31CiTH 1SCHEDULE 18" EDGE DISTANCE REFERENCE ANCHOR p W� FOR MAX �C SPACING � p 52 113• 166 FASTENER Int 18•'O C. 72 103• ISr (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a 82 101' NT IN ANCHOR SCHEDULE). SCALE 3--1'-0" m " 92 95" 139• m 102 90" 132• 120 83' ITT 0: " 150 74' LOT 3/16 RIVET OR 4112 SMS 090"6063-T6 Z n MN GLASS 13 (al 18"D.C. OR 1/4-2U ALUM TUBE TYP. Iii o u EPARATIO14 _ z u �9 NUI &BOLT(TYP.). 17 a� PER TABLE 'ABill 3/16"m ALUM.POP C•i�� GLASS 2 4 BE RIVET OR 1412 SMS Ya OR DOOR o I­ 6063-76 d •� 6063 ALUM. T6 ALLOY p 10"O.C.ITYP.) E F u� SEE TAB B FOR SIZE. Y"x S"x 1/0" o __ 6p1 2 FASTENERS CONIINUOUS ��� EACH ANGLE ALUMINUM ANGLE 1-x T"x 093"6063-76 . ORIENTATION TYP, 5 6 OPTIONAL ANGLE INSIDE 3 ALUM.ANGLE.TYP 6 THREE 3/16••0 ALUMw y lq 17 — 17 - y 5 dq o POP RIVETS OR G 17 THREE"12 SMS,TYP, w •eb .0. o o V x 2"x 1/0" 4 CONNECTION TYPE OR 2"z 2"z 1/8" REFERENCE ANCHOR 11111101 rp� R 1J ALUM.ANGLE \ SCHEDULE FOR MAX R t2 USE MALE OR FEMALE \ SPACING IXfp IFANRL10441100P8 LOCK-SLAT 13 13 \\\ BLOCK OR W 15-2339 x - A (OUTSIDE) EE INSIDE SILL MOUNT SECTION '"°�O�Q^1°"I 1112 x 1/2"GALVANIZED CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"O ALUM. SIDE CLOSURE OPTIONS POP RIVET,OR 1/4-20 �9 HIS MALHI NE BOLT 8 NUT SCALE:3"a l'-0" La loll O.0 I " F1WlKL88lRARW,P.E C5 CONNECTION TYPE '� iiva ?•�, ; REFERENCE ANCHOR EXISTING Z-I SCHEDULE FOR MAX. STRUCTURE O> SPACING GLASS GLASS a 5"MAX OR DOOR , 4; •••1 Cl CONNECTION TYPE /-1/4-20 MACHINE SOL'7 F u u y OR DOOR---- a w r w REFERENCE ANCHOR 10 / W/NUT @ 12•'O.0 ACC!• No a z F h w O SCHEDULE FOR MAX. ##14 SMS @ b"0 C- , x w¢" MN 13 a SPACING - 1/2" (TYP TOP It BOTT94 MI �ry YGN !3 ,A N w GLASS x i-Z 4 m m CPARARON w- Q 1/4"-20 THRU BOLT W/ BASS Q a 4714 x 1/2"SMS 12"0 C PER X m z I- w r n" } =O Ct ,rZ ID Lh LACK NUT p 12"O C OR EPnRATI E H w ti OR 3/T6"0 ALUM POP y, 12 x 112-SMS @ 12"OC E.S. PER L01- TABLE 2 Q 1 n w 5 R 6 OR/ 'n`'• uf4a•RI OR 31i6•'A ALUM POP 1'nolC2 RIVETS OD b"O,C OR 7//.•'O x M w v 'gOR 6-✓ �CrS RIVETS @ b"O.0 E.S. 1x AIUM.POP RIVETS CO 12'O.C. JR 1/4'0 ALUM.POP RIVETS /� - w 11 AND 3O a+ - 111y s}'� 12"O,C E.S.----- - MN GLASS a r w ! -1 V s 11 @ � 1/4""MAX.FROM PUN ASSEMBLY 1/4"MAX FROM PIN w L:.! AND 10 , GUIDE TO BUS ING PERTABLE2 f^++�xE=•- Q¢atU 1/2"TYP. GUIDE 0 U NGSEP13 r a o o ASSEMBLY WASHER(TYP.! WASHER(TYP) �_ O Z I �ry UU 1121, 1/2-TYP EXISTING CONCRETE, m GLASS lllppplll si..zum gig / w 3 CONNECTION TYPE OR DOOR M u O N III BLOCK OR WOOD FRAMING OG£ REFERENCE ANCHOR - Q Z a a N w C4 CONNECTION TYPE DIST SCHEDULE FOR MAX E Oa Q REFERENCE AN SPACING v,n ,On m / EDGE SCHEDULE FOR MAX. �/ pIST SPACING AS SHOWN Q ~a / -C3 CONNECTION TYPE IN DIAGRAM ON PG.9 w 1- REFERENCE ANCHOR EXISTING CONCRETELOCK OR WOOD F-RAM114G, w o £(S�OR 6 OR SCHEDULE FOR MAX. B 0 6 n SPACING.ALT FASTENER /2„ 1/4-MAX.FROM Pit! LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING -i it4'MAX FROM RACK ANCHORS NOT REO'D REFERENCE ANCHOR 142" WASHER(TYP.) rn �B INSIDE MOUNT SECCION — PIHGUIDE TO WITH THIS LOCATION SCALE 3"c 1'-0" SCHEDULE FUR MAX SPACING BUSHING WASHER OINSIOE MOUI4T SECTION 'C5 CONNECTION TYPE W,8 IrrP.1 A REFERENCE ANCHOR i-& $� SCALE:3-=1._0.. EXISTING CONCRETE. SPAC IN SCHEDULE FOR MAX J.c�C#1, / BLOCK OR WOOD FRAMI EMBED 'Z Cd r ED Cp BUILD OUT MOUNT SECTION -- TYP OOTTO� EXISTING CONCRETE, SCALE•3 1'-0" m BLOCK OR WOOD FRAMING E NOTE:FOR DETAILS A.B,d,AND E ON THIS SHEET, /r' EDGE DIST. -0 CONNECTION TYPE ` s THE BASE TRACK MAY BE INSTALLED IN SECTIONS / EMBED UCTURE ,P r� WITH 114"GAPS.PROVIOCO THAT EACH SECTION HAS � REFERENCE ANCHOR 5 CONNECTION TYPE "<,4 X A MINIMUM OF TWO SETS OF ANCHORS AND IS A BASE m L-0 E SCHEDULE FOR MAX REFERENCE ANCHOR Sf B MINIMUM OF 12"LONG.BASE THE SILL CEILING TRACK W SPASPACINGUSED WITH THE TRACK MUST$E CONTINUOUS - 5 6 SCHEDULE FOR M OVER THE GAPS BETWEEN SECTIONS. 3 f5 t��,,� w F 1/2" &RQ d I- L7 » GLASS OR DOORMN a �j M w N 12 x 1/2'SMS(i0 12" EPDARATID ASS 13 O z x www ,l Er 1 O.0 OR 3/16"6 ALUM. PER v1 0 OD f3 r N 7 Q`- y.wa� PUP RIVETS TABLE w x w w OR 1/4"B ALUM.POP X O 4 F G1 ASS OR MN.GLA Z MN GLASS 13 x N RIVETS P 12"0 C. T p a DOOR P RAI o m F-`� m N PER TABLE 2 SEPARATION m l7 0.1 •� V Y.'�'- Z:- PER TABLE 2 X Z 0 Z 1- ._ a w a y 1/4-20 S 5 MACHINE <.w4 Q 0AND0 tr(L SCREW&NOT S OIL ASSEMBLY 1/4"MAX FROM PIN u'^ d Ca v+ 1/2" GUIDE TO BUSHING c 12"OC. GLASS w tt2" T P. WASHER(TYP.) wT F OR DOOR 1t4"MAX.FROM.PIN_ m O T/4"MAX FROM P1W X GVIOL" IU BU5T11NSi W A CONNECTION TYPE w O t/2" GUIDE TO GUSHING `yt S 6 m WASHER(TYP I EDGE REFERENCE AI4CHOR 4 WASHER ITYP.) � �A "t EXIST ING CONCRETE, N s DIST. SCHEDULE FOR MAX BLOCK OR WOOD SPACING AS SHOWIN 0[Tt1a1f 1RWK4 DBiN!W PE _ EXISTING CONCRETE, 2 CONNECTIONEAN TYP FRAMING 4 CONNECTION NC E AN TYPE IN DIAGRAM ON PG 9 REFERENCE ANC110 7.5-2339 OR - BLOCK UH WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR M �� _ fta"CONT - 3 CONNECTION TYPE ##12 X 1/2"SMS La 12•' SCHEDULE FOR MAX S p63-T6 ALUM.ANGLE REFERENCE ANCHOR O C DR 3f1b"0 ALUM SPRUNG ALT,FASTENER I•Ae�uswvlyoNl AY BE REVERSED SCHEDULE FOR MAX Opp RIVETS 6"D.C. LOCATION FRONT AND EXISTING CONCRETE, SPACING O° BACK ANCHORS NOT REO'U ^ OO pRAMIING S SHOWN DASH PACING OR 1fL•'0 ALUM POP WITH THIS LOCATION WALL MOUNT SECTION RIVETS L�1z"oc. D E CEILING / INSIDE MOUNT SEC'CIONV'C BUILD OU'T SCALE:3"n 1'-0" SCALE:3"=T'-0" SEC ON SCALE+3"y 1'-0" . ppAry K L.eeNRlwoa,r.E. MN GLASS 1111 MtFDO/y�9 .i:j'.?� GLASS SEPARATION Z OR DOOR PER TA _@i5 1300 .01 1 GLASS OR `QP• I .t F u DOOR �: NDP 00465 'd w 2 a _ wC DOORS OR MN GLASS �. .. 4.0. , SEPARATION ry X w'A + a" PER TABLE 2 - AP a W MN GLA55 W Q STAZPER TABLONFF �l7 PER TABLE 2 ma �� v =ow z xZ❑ 2jJIUI u� uu_x w row ��nn ��Qs Y m aI 13 a J¢vUi 13 X w¢�^ u� �6m aaa I - 1 g �z Cl CONNECTION TYPE a �o z $fys �C J /2 1 1/L"MAX.FROM PIN GUIDE 2B a a REFERENCE ANCHOR S_ L, W oN qqe (J __ SCHEDULE FOR MAX. TO BUSHING WASHER(TYP) g250 w SPACING 6: to TWO 1/4"0 WOOD U1� �w LAG SCREWS Lal 2J.•• CONNECTION TYPE I- .250'•O.0 MAX WITH 2" FERENCE ANCHOR '� p THREADED PENETRATION HEDULE FOR MAX"T'INTO CENTER OF 2X S7UD5 / ACING /0 / 18IB EMB "T• 14 SMS @ MIOSPAN BETWEEN ��TUDS FOR TRACK TO 1"x 4" / STING HOST STRUCTURE PLY WOOD 2. TUBE CONNECTION r STUCCO FINISH 1"- 4"x.125" 6063-T6 ALUM.TUBE �N� (N,DECOKAIIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W THIS DETAIL T O BE USED WHEN STUD SPACING �/ SCALE:3 1'-0'• SCALE:3=V-0" EXCEEDS TI1E MAX.ALLOWABLE ANCHOR SPACING. !fit g O WALL MOUNT SECTION �AL IS DETAIL MAY �a C r' SOBE USEDZ� SCALE+3"=1'-O" AT TOP v O ACCORDION SHUTTERtd w •a PER PRODUCT APPROVAL I- o —GLASS_ g MN GLASS OR DOOR I- �' SEPARATION 73 Ct in N II PERTABLE2 I EXISTING 4/DOD IG=0.42) !I APPL[C'ABLEATTOP z Z TRUSS OR RAFTER X 4 X a - @ 24"NAX.O.C. n AND OR BOTTOM F w as i E IA EXISTING FINISH 2"OR 3" MATERIAL A I 1/4"rIAX FROM PIN GUIDE 2"x 5'•x 1/8"6063-T6 1/2'MIN. (-/ �— I I I m j`'Sf TO BUSIliNa WASHER(TYP I ALUM.ANGLE L•!/711REE II S 2'%3'x'q'%CONTINUOUS OR — x-2.175" 3 lh 1/4"TILE ITYPI 1/4"m WOOD LAG is 2'x2"xWxCONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4'• I �A 606146 ALUMINUM ANGLEMINIMUM THREADED +I a>t d a 3/L"PLYWOOD PENETR '•T•'114 WOOD @ 5 6 0.9'MIN.THICK 6061-75 ALUM TRACK X —1/4"m A325 GRADE THRU BOLT @ 7"U.0 EACH RAFTER OF TRUSS, rI1 9 ANGLE FASTENED TO / FASTENED TO ANGLE WITH 1/4-2D OR 5/16"0 A325 GRADE THRU BOLT @ 12"D C 24"O.0 MAX WHERE _ 9 -. MACHINE SCREWS AT 3'FROM ENDS GALV.OR S.S ANGLE EXTENDS BEYOND EXISTING 3 RSI CONCRETE - AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THANa w 6 HOST STRUCTURE WITH E 0 4" �— 1/ dt ELCO ULTRACON TO CONCRETE/CMU a SL 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO "O ELCO ULTRACONS AT EXISTING CONCRETE HOST G• G 2-1/2'MIN. STRUCTURE(3000 PSI MIN) @ NEXT TRUSS. w w 1,19 3"FROM END$AND 4'O.C, OR.ENS.LAG SCREW .4 D.C.w/1-7/B"FOR BALANCE WITH 13:' MIIJ..Eri6. INWOOD SG=0.42.70 0.55MIN EMBEDMEN7AND 2'4' MAX,DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING COtJCRE1E, ' N z: p i MIN EDGE DISTANCE, t 62 P.S.F. l7!N a D77R73RMMLB8YOo2E HULLUW BLOCK OR STAGGERED WITH 3'MIN. MAX.DESIGN LOAD AT 6'-D'MAIC SPAN: WOOD FRAMING.SEE 2"x 5"x 1/B"CONT G Q~ 15-2339 SPACING,7YP. t 52 P.S.F. ANCHOR SCI ED. ALUM ANGLE(6063-T6) OASED DN TYPE OF �• u'A OBUILDOUT MOUNT STRUCTUREa �JIa�Deoe nrnot, HO SCALE,NTS IMAX.DESIGN LOAD s 72 P S F) PASS THRU DETAIL Hb SCALE+3"=1'-0" /K TRUSS MOUNT SECTION 99 �^J SCALE+3"v 1'-0" F xMl1xD0J P.E. EXISTING HOST ALT.LEG DIRECTION 41149 STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 1 7�!/j��•'2' 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM a �`q��eyr,l�_•q�p� EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" `SPACING,6 AND G MINIMUM EDGE DISTANCE �•"•'/.F'•�++r - TOP OR BOTTOM II� /pX/ AN LES PE6 ALUMINUM If-_ ANGLES PER BEAM END,SIZE _ 6549 I 312' PER SPAN TUBE SCHEDULE _ EMBED. SPAN TUBE PER - DESIGN SCHEDULE EDGE OF ACCORDIONACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 �0 ', #cm PSHUTTER BLADES rE 13 12"O.0 OR#14 x 3/4"SMS 6"O.C,i- CAL4 � � 5 6 i[ 3EDGE 'MIN 111 31E C7j� w0 � 2.875"0 HOLE(TD RECEIVE DISTANCE MIN.GLASS 13 z J ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION x O N g PFR TABLE!2 w MAXIMUM OF 3 WINDOWS GLASS OR3 PER EVERY OTHER BLADE DOOR 3'MIN 1 LIGHT-N-VIEW WINDOW o EDGE 1/2'MAX 1w< ow W 8 N.T.S. EXTERIOR ELEV =O DISTANCE 5 6 w m Z J m eL�.O O V• 3 16 C'•11A PIN GUIDE T G TO BUSHINGG WASHER 1'f YP 1 .� L2Fo• oa -1/4-20 MACHINE BOLT W/NUT 0 w �w ESS 1/2' A�HOLE 12'O.0 OR 014 x 3/4"SMS 6"O.C. to 2.875'!3 HOLE 70 R• SPAN TUBE PER w 2 RECEIVE ROUND EMBED. I DESIGN SCHEDULE WINDOW ASSEMBLY _ }� $ 1/2' (2)6063-76 ALUMINUM I MAX. ANGLES PER BEAM END,SIZE 5 EXISTING PER SPAN TUBE SCHEDULE 1/4'0 THRU BOLTS SEE BEAM Z N d STRUCTUREHOST ALL FOR REQUIRED NUMBERS ALL POINTS SOLID SET ANCHORS WITH 718'MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM SPACING,AND 3'MINIMUM EDGE DISTAPICE - 0.125" (- 0.032" 0.032'{ 0.125' 1 MAX.DESIGN LOAD=f 72 PSF 3 SPAN TUBE SECTION 0.196" // ` \ 8 N.T.S. VERT SECTION P qS" / \ SPAN TUBE SCHEDULE h ALLOWABLE TUBE NUMBER OF NUMBER OF MMIMUMANOIE ANCHORS PER 1 a TUBE SHUTTER, SPAN THRU-BOLTS ANGLE LENOTH ROUND SIZE SPAN ______ _-.1 WINDOW TOP BOTTOM TOP BOTTOM TOP BCRICM TOP BOfTgA a I n ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE a / 2'x6N 60• 123.8' 135.2' 2 2 2 3 4' 7^ 0.125- 9B' t 9091 940 84.4 r 2 2 a 3 T 'r \ 1z3 ws z z a a r 7" 60' 129.1" -167.0' 2 2 -?_ 3 4' 7' 08^ 114.8• 124,1' 2 2 3 3 T _7' 0.126' 123" 102.8' 109.8'_• _.2- 2- 4 ___ ..4.__ __�0'.-.. iD' 60' 138.0- 198.8' 2 2 3 3 T _7" ' �-}0.188 / 0.128' B8' 122.7" 189.7 2 2 J 4 7' 10" ON 02.875^ 03.25D" 173' 115.4' 131.6' 2 3 4 5 10' 13' R 80• 168.1' 240.0' 2 / 2k10'x -1815, W., 14D.B' 229.9' 2 3 _4 8 ,0• 1B' - 29 LIGN,T.S.HT-N-VIEW WINDOW `� _ _ �/ ,23 132? 203.1• 3 4 5 7 ,a WP660RRiV1(L1B4N4APE 'SABIC PLASTICS SM431T-UL-94HB _ i SPAN TUBE SCHEDULE NOMS: x x x x 4"ANGLES FOR 2'x5"&2'x6'BEAMS. 15-2339 2•x 2. USE 5';1/4"ANGLES FOR 2"x8"&2'40'BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8. BAar Df�cle{�n N 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. Z S. SPAN TUBES MAY BE USED 1N A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLAD E W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 99 ANCHORS ANGLES AND BOLTS),WET"THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE APUD BELOW THE BEAM. 8 6. LAP BEAMS ARE NOT ALLOWED. O 7. ALL BEAMS AND ANGLES TO BE 606346 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE u11 PE00465{9'N44ot1f P1E.h 25'HIN EDGE DISTANCE ti Spalls Up TO 6'-0" I Spans up To 8'-3" Scans UO To 12'.0" �,, T:,(y1.'J�/►' o LOAD NN TYPE NN TY CONN TYPE YDS.'• Q[„1�W 7� = t0.0 C3 cz c3 c4 C5 ci cz a c4 cs Cl c2 C3 CA Cs 4'fTW TAPCON OR ELCQ18.0' S6.' 350 18.0 14.0 8�0"16.0' 9.0" 13. 15,0" 6.0" 9,5" 5.5" 8.5" 14.5" ULTRNCON WITH L-3/4' NS 16.0"16.0"10.5"14.5 36.0^ " 7.D" EMBED(3192pst MIN CONC) 16.0"16.0•' 8.5" 12.5'18.0"16.0" 9..S' S.s" B.5" SSA"15_0•' 7.5"4.S" 7,S" 10,5" v 70 16.0"13.017.0" 11.0"I&D"15.5" 9.0°5.0"7,5'4 21.5'15.0" 75' 4.5' 7.5" I0,S" � z QN ' COM6lkA TIOIq.t7 STATE O 100 19.0" 7.5" 9.5" 7.5" 10.941 15.0" 7.5' 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.S' 36.5" 2 x 5 ITYP. � 9 t 10 COMBINATIDIri; R 1/4'MILLENIUM MILIFAST 43_34A"16.4"15.4'X6.4"1G.0"16.6"16.4" 9.4" 13.5'15A"i&0" 0,5" S.5" 9.0" 23.5" �{� ••<OR)D .a WITH 1.3/4"EMBED(327spsl 53 18.0"16.0"11.0"15.0"16.0"16.0"11.0" AO" 10.5"16.0"13,S' 7.0" 4,S" 7.5" 9.5" it ash •-' U)o• MIN CONCRECE) 62 16A"i5.ff'6.5"33.4"26.0"25.0" 8.S' S.5" 9.O" I35"135" 7,0" 4.5" 7.5" 9-W, O plv xx _70 16.0"12.0" 7.D" 11.0"16.0"14.0" 7.6' 4.5" B.0" 10.5"13.5" 7.d' A,5" 7.5" 9.6" {fi V 1DO I. T.0^ 4.5" 7.5' 9.5•' 13.5" 7.6' 4.5" 7_5•' 9.5" Y3.S' 7.0" A.5" 7.5" 9.5'. 1/4•EL00 CT1ElEFLEX SSA i3 2b.0"28.0"16.0"2G.0"16.0"16.0"16A*13.5'16.0"16.0"16.0'*225" 8.O'• t � W 2'EMBED 335 1 x S ITYP.I / ( OpR MIN 53 18.0"16.0"16.0"16A"16.0"16.0"16.0"10.0"IS.S"16.0"16,0"10,0" 6,5' 11.0"14.0" N CONC) S2 16.0"fG.ff'12.5•iG.O"36.0"16.4"12.5" 8A" 33.0"16,0"26.0"20.0" 6.5" 11.0"14,0" 9= .UItt wb. 70 16.0 26.0 10.5"16.0_'16.0"1660"10_,5" N 100 7G.6'10.0" 6.5'SL0"24.4"160"10.4" 6.5" 11.0"14.0"160"10.4" 6.5. 13.0"14.0" O Ot W I*MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING N{] �o CI CZ C3 I C4 I CS I CS C2 I C3 I C4 I CS CS C2 C3 C4 CS •4 I/4'ITWTApcONORELC4r44316.0"16.0" 7.5" 8.0" 16.0'•15.0"16.0" 5.0 5.5" 16.0'•16,0" 9.0" 3.0" 4.0"14,0" SPACING DIAGRAM FUR C2 & C4 CONNECTION TYPE: ULTRACOnWITH X-3/4" 16.0"18.6' 5.5" &5" 76.0:'Y6.o"12.0" 4.5" i&0"14.5" 7.5" 10.4" - C2 CONNECTION TYPE USING PIECE l0 WITHOUTSIDE EMBED(3192ps1 MCNCONC) 26.0"15.5" 4.5" S.S" 16,0 16.0" 9_0" 4,0" f4.5"34.5" 7.5" 10.0" ANCHUHG ONLY C4 CONNECTION TYPE USING PIECE Q)WITH " 16.0"12.5" 4.6" 5.0" 16.0"15.0" 7S" 71.0"14.5" 7.5' Ip_0" OUTSIDE ANCHORS ONLY 14.5" 7.5" �l 100"14.5" 7.5' 30.0"14.5" 7.S' 10.0"LIENIUM MIIIFAST16.0"16.0"11.0'13.5"16.0"16.0''13.0'" 6.S" 9.5" 16.0"13.0" 7.0" 4.0" 6_5"5" 10.5" WITH 1.314'EMBED(3275ps116_6'16.D" 8.0" 12.0'16.0"16.0" 4.O" S.o" 7.5" 360"iO.Y'5.5" 5.S" 7,5" ANCHOR NOTES:MIN CONCRETE) 15.6"115" 6.0" 9.ff' 16.0"13.5" 7.0" 4.0"6.5" 31.0"30.5" 5.5" 5.5" TS"16.0' 9.5" SS- B.6' C6.a"X1.5' 5.S' 5.5" &5" 1015" 5.5'" S.5" 7,5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING10.5"15.5- S. 7.5" 10.5" ss' S.5" 7.5" 10.5" 5.5" S.S' 7.5" ONLY.AILOWA8LE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 1-1/4'MIN EDGE DISTANCE LIMITED TO TFIOSE SHOW IN TABU:1(Pp 1). 0 T n 0 ANC OR POINTS SDUD-SEf p u ANCHOR W/7/e'EMBED& Ci C2 C3 0. CS CI C2 C3 C4 CS Cl CZ C3 .0 C5 L ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, II i(4-2(155 MACN,HE SCREW 43 16.0"18A' 8.5" 10.5'X6.0"16,0'12.0_ 5.5" 7.5" 16.0"12.5' 6.S° 3.0" 5�0" 14.0• ANCHORTNE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR p EOVALTD NEGATIVE DESIGN LOAD ON SNllTTEft AND SELECT SPAN GREATER 08Q (3000pN MIN CONC) 53 16.0"15.0" 8.5' 8.O' 16.0"36.0" B.5' 4.6' 6.0" 15.5"100" 5.5" 4.0" 7.0" 'fNAN OR EQUALTO SHtJITER SPAN. •0 62 16.0"11.0" 5.0" 7:6' 16.0'•10.5' 6.S' 3.5" 5.0" S.%' 10.0" 5.0"/ 4.0 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. n TO I6.8" 9.0" 4,5" 6.6' 18.0"10.5" 5.5" 3.0" 4.4" 8.0"70.0'S.0" 4.0" T.p" 7 3011 10.0" 5.0" 4.0" 7.0" 10.0" 9,0" 0" 7.0" 10.0" 9.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 0 3 X14'ALL-POINTS SOUD-SET IN EDGE p C BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER -`•- - - ANCHOR TYPE BASED ON TYPE OF EXISTING SIRt)CR1RE ANO APpFROPR)ATE °' g ANCHOR W/7/B'EMBED lA Cl C2 C3 C4 CS CS Ci Q C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS F00.IDENRFICATION OF S6 S/4-2055 MACHINE SCREW 43 76.4' 16.0"X6.4"16.4"26.0"16.0"26.0"ILS 21.0" 7.0" C1.0"164" CONNECTION (3000pp1 MIN[DNC) S3 16.0"16.0"13.S'16.0"16.0"16.0"14.0" 8.5' _ 36_0"16.0" B.S" 5.5 9.5 12.0 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE a -92-16.4"16.0"10.5"16.-F 6.D"2&0"21.0" To- EDD-16.0"i&0" 9.5" 5.5" 9.5" 22.0" ONLY. T� 70 16.0"15.0" 9.0" 9 v 16.0"I6.0" 9,6' 6.0" 10.0"33.0"16.0" 8.5" 5.5" 9.5" 12.0" Pq 6. THE CONTRACTOR IS RESPONSIBLE.TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8.5" 5.5" 9.5" 12,0"X6.0" 8.41 9.5" 9.9' 32.0"16,0" e.5" 5.5" 9.5" 12.4" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4•POWERS SS DROP-IN 2-5f8'MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1!4.20 SS BOLT AND Cl CL C3 C4 CS C3 Cl C3 C4 CS CS C2 C3 C4 CS FINISHES. C'EN8E0(30000 MIH _43 I 16.0"14.0"16.0"16.0 1&6'14.0" B.6" _5;4" 23yS' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS gill J( CONC) �S3 16.0" 9.5" 14.0"16.0"160" 9.5" 6.0" 10.0"16.tl"11.5" 6.tl" 4.0" 7.p" B,q" VARY.FIELD VERIFY THAT FASTENERS ARE 1Ni0 ADEQQUATE WOOD FRAMING g 62 S" 12.4"i6A"14.5' 7.S' S.tP' &S 11.5"12.5'6.0"4.0" 7.0" 8.6" MEMBERS NOT PLYWOOD.FASTENING TID PLYWOOD 1S ACCEPTABLE ONLY FOR SIDE CLO§URE PIECES.10.0" 6.5" 7ON,16.0"12A" 6.0" 4.0" 7.5" 9.0" 11.5' 6.tl" 4.0" 7.0" 8,b" {j 300 12.5" S.4" 4,0"1 7.0"1 8A" 13.5" 6.4" 4.4" 7.9" 8.9"JILS"I&0"1 4.O" 7.0"1 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 2/4•POWERS SS DROP-IN 3-I/Z•MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'(MIM. W000 SND.314' xI EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.l�G SCREWS SHALL 1[0 s[ Y ,y W/S/4"20 SS BOLT AND CY CZ C3 C4 CS C1 C2 C3 CA CS Ci CZ C3 G4 CS HAVE PHIlL2P5 PAN HEAD OR HEX HEM. L"EMBED(3000D5t MIN 43 16,0"16A"15.0"16.0"16.0"16.0"M14.S" 9.W' 13.5"76.0"X5.0" 7.5" 5.�' 9.0" 32.0"C4NC) 53 18;0"18.0"10.5'25.0"16.0"16.0" 10.5"16.0"12.b° 6.0" q.0" 7.5" 8.5' 9.. MACiINE SCREWS SHALL HAVE MINIMUM OF 1!2•ENGAGEMENT OF THREADS IN62 16.0"13A" &0" 22.5"16,0"i5.0" 4.D" 72.5"iZ0" 6.0" 4.4' T.S" &S' BASE ANCHOR AND MAY HAVE C7HER A PAM H ,TRUSS NERD,OR WAFERHEM(SWEWALK BOGT),U.O.N._70 EDO _1q.S'"7.0" 11.0"16.0"12.5" B.D" 9.5" 1Z.0" 6.0" 4.0" 7.5' 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.100 22.4" 6,0" 4.0" 7.5" B.5" 12 0" 7.5" 0.5" 12.0" &0" 4.4" 75" 8.5" _._ T MIN EDGE DISTANCE . DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, t125MS W/2'EYEWALL Ci CZ C3 C4 CS CS r C-2-1-0 C4 I CS I CL C2 C3 G4 C6 NUT OR WASHER WINGNUT. ARMOR INSERT W!Z"EMBED q3 16.0"16.11"11.5"1A.0"16._0"16.0"16.0" 7.5" 10.0"I6.q"16.tl" 9.0"j3.w' 5.T1 .5" 17,5" °aP,RSOmAMLIDOWWR.E (ZODOpsI MIN CONC) _ 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. ZS-2339 53 36.0"16.0" 8.5"31.0"16.4"3&O"_11.5"5.5" 8.0" 16.4"19.0" 7.0' .S" 10.0"62 36A"15,0" 7.0" 8,5' X6.01 16.0" 9.0" 4.5" 6.5" ]q.0"Iq.O" 7.0• .5" 30,d'• iZ WHEN ANCHORING T4 HOLLOW BLOCK Spy DRILLS SHOULD NOT BE USED TO70 16.0"1Z.0" 6.0" 8.0" 1b.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" .5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL 2+t.0" 7.0" 3.S° 5.5" 14:0"14.0" 7.0" 3.5" 5.5" 70.0"74.4" 7A" .5' 10.6" CONCRETE SCREWS TO NOL�OW BLOCK 12 SMS W/2.75'EYEWALL A3 16.0^16,0"18.0"16.0"X6.0"36.0"16.0"10.0"14,0"36.0'''16.0"11.5" .S" 16.0ARMOR INSERT W/2S S3 26.W 1G.0 32.d"16.O"i6A"16.4"15.6" 7.5 21.0' 36A"1&4" 40" .0" 13A"EMBED(2000psl MIN CONC) 82 16A"16.0" 9,5" 13.5"16_1_0"1&0"11 9" 6.5" 9.5" 16.0"160" 9.0" 0" 13.0"0 16.4"26.0" &0" 32.5"18.4"X6.0" 9.5" 5.5" &5" 14.0"L&D" 4.0" 0" 13.0" Qloll 16.0' 9.0" 5.0" 8,0" X3.0"16.0" 9.0" S.0" B.0" 130"16.0" 9.D" .d" 13.4'• MEN rn� 3'MIN EDGE DISMANCE i Nam man Elm �m� •' ia,® • ii�ii�iaiai � . � MEW is/;/i y/iara r�ir�iii�7/�i : ii � ��ii�'%//iii • �%/%ia%% � �i///�,. ,iaiiiii/ii/ai - - m '' „ mmmiaM %r%mayo � - /yir./ii •' � 7110 ffl/Ogim; �a,/ii-� ��%//i ir�/O/�//%//%i /%//// //// Vf%// %/%%%%%%/%//.19�%/%%%/%�Y/%/ll//y %//%YEA/%Y/%/O,�%//,L�%%%J°//O//,'/O%//moi®% //%%////0%// ■m©©mMRS m®M0mm©C�mmmm©Omm©©©®mom //---- imp ■m©©mmm©mommommom�ommm©omm��©mm oeoeoo :. ��S�/�% //o� ®� ®� 0000 m,' D m[�00m0©0000©©©© Ho//%°�%I%/ 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 0fPMXL 0Ma NAF4)-:E : ;f 2'MIN EDGE DISTANCE 1. ``�t\� ,... F • �-, 5 LOAD Scans Up To 6'-0" 5oans Un TO B'•3" SpantU olY-0" ti _y 4IC -'••• �+ CONN TYPE CONN TYPE CONN TYPE o ANCHOR x tPsll ci I c2 c3 I [d CS I Cl I C2 I C3 I C4 f CS Cl C2 I C3 I Cd CS - No 012 SMS W/2"EYSWAL. 43 16.0'16,0" 7.5" 9.0" L6.0"15.5" B.5" 4,5" 6.5" 15.5' 8,5" MEpU-0654 = 3 ARMOR INSERT WI I-114' S3 16.0' SO.S'" 5.0'" T.0" I6.D"11.0" fi.6" 3.5" S.q" 11.0"7.0" 3.5" 3.5^_ 5.0" ��t• _ ' EMBEp 6Z 14.0'T 7.5"4.0"6.D 14S" 9.0" 4.5" 4.0"70�7.0" 3.5" /3.5' S.0" ,�] y =wo N 76 12.5'=6.0" 3S" 5.5" 3.5" �" +•! 00 ,S\ ,• ST�47E Ofi 100 7.0" 3.5" ].5' S.0" 7.0" 3.5" 3.5"-5.0" 7.0" 3S" 3.5'' 5.0" rr,'��.,.,t•YOq�pA,: ju Nim tf ANCHOR SCHEDULE: WOOD (G=0.55) /f; NAL 3/4'MGN EDGE DISTANCE NN111111Yt UOOIV i F 5. v. F LOAD Scans Up To 6'-0" Scan97 s Up 7o B'•3" �Up To 12'-0" �1 o N 9<9 91 7J ANCHOR (Psi CONN TYPE CONN TYPE CONN TYPE N C1 C2 C3 C4 CS Cl C2 CT C4 C2 CS Cl C3 C4 C5 W 1/4'LAG SCREW WITH 1-314 43 16.4"16.0"11.5"12.5"Yfi.O"16.0"16,0" 7.5"19.0"1160416.0"14,S 4.5" 6.0" 16,4" -1 MIN THREAD PENETRATION 53 1601,16.0 8,5 10_0"16_0"16.0"18.0" 6.0" 7.0" 15.0"16.0"11.5" 4 0" S& 16.0" O EI 62 iff;5"16.0'0" 7.0" 8_5"16_0"16.0"14.5" 5.0" 6.0" 16.0"160"3L5" 4.0"S.0' 16.0" N a As �131ritttCr 70 16.0"16.0" 6.0" 7.5" 16.0"Ifi.O"12.5" 4.0" 5.5" 16,Q�'16:q"IL5' 4.0" 5,0" 16.0" O w 3 100 16.0"'ILS" 4.0" 5.0" L6.0"16.p"11.51, 4,6 5.0" 16.p" vusi 7/16'WOOD BUSHING WITH 43 16,•_0"16;0" 8.0" 10.01116.0"115.5" 8.5_,_4.5" 7.0" 15_5'8.5" 4.S" T,0" 1.13•MIN EMBED @il/4.20 14316.0" "10.5' S.5" 8.0" 16.0"11.0" 6.0" 3.5"5.5" 11.0"7.0" 3.517 4,D" 5,0" L$,,n SS MACHINE SCREW " BA" 4,5" 6.S" 14,5" 9.0" 4.5' 3.U" 4.5" 7.D" 7.0" 3.5" 4.0" 5.0" o .Limen "6.0"3.5" 5.5" 12.5" 7.5'7 3;5" 4.0" S.S" 7.0" 3.5" o F+�4 3.S' 4.0" 5.4"-7.0" 3.5" 4.0" S-D" 7A" 3.5" 4.0" 5.0" 014 SMS OR 014 WOOD "16_0"12.5'14.5"1616_0""16.0"16.0" 8.D" 10.0"16.0'16.0"11,5" 5.0" 7,0" 160"SCREW WITH 2-314"MIH "16,0"8_0" 13.5'AL 16.01,15.0" 6.0"' 8.0" 3601 16.01 95"THREAD PENETRATION v"16.0" 7,5"9.5" 16.0"16.0"ILS" 5.0" 36.0"16.0" 9.5" d,p" 55" 13,0.Qats00amfip• "16.0 6S 8.5' 16.0"160"10.0" 4.5" 6.0" 14.0"16.0" 9S" 4.0" S.S" 130"" 9,5" 4.0" 5.S' 13.0" to +Oc ANCHOR SCHEDULE: WOOD (6.~0.42) z € � _ _3/4'MIN EDGE DISTANCE ` 7< fi Scans Uo 7a 6'-0'��'• 5onns Up To B'-3" rn LOAD CONN TYPE CONN TYPE CONN TYPE O ANCHOR x tPs1 CI I C2 I C3 I C4 I CS C1 C2 I C3 I C4 I CS Cl C2 I C3 I C4 � CS •� 3: I/4'LAG SCREW WITH 1-3/4 43 16.0"1164"19.0"110.0"116.0"16.0"16.0" 5.5" 7.0" 16.0"15,0" 9.S" 3.5" 4S"15,0" � MINTHREAD PENETRATION 53 16.01,16.011 6.511 8.0" 16.0"16.0"112.5"1 4.S' 5.5" Y6.0115.0"l 7.5"13.0` 4.0" 1L0" 62 16.0"16.0" 5,5" 6.5" 16,0"16_0" 9.5" 3.5" 5.0" 15.0"15,0" 7.5" 3.0" 4.p" d 70 26.4"13.5"4.5" 5_pTM 16.0"16.0" 8.0" 3_0" 4.D"jj.§"25.0" J.5" 3.0" 4.0"iL0" ' 100-15,,._0" 7.5" 3.0" 4_0'7 11.0"15.0" 7.517 3.0" 4.0" 11.0"15.0" 7.S" 3,0" 4.0" 1L0" . "t 0L4 SMS OR 014 WOOD 43 15,0"16.0" 8.5' 10.5"16.4"16.0"12.5' S.S1 7.0" 16.0"130" SP 3,5" 5.0"10.5" p SCREW WITH 1-3/q`MYN 53 16.0"16.0" 6.5 8.0" IB.O"16.0", 8.5" 4.0" 5.5" 16,0"10.5" 5.5" 2.5" 4.0" 7.5" d 3 THREAD PENETRATION, 62 16.0"fYS"5.0" 7.6" 16.4"13-W 6,5" 3.5" 5.0Y1 10.5"20.5`5.5" 2.5" 4.0" 7.S" 4aa¢aat- 70 15„_0" 9.5" 4.5 6.0" 16,0"1L0" 5.5_3.0" 4,0 G.O. 10.5'; S.S". 2.5" 4.0" 7,5" 100 30-5" S.S' 2.5"4.0" 7.5" 14.5" 5.5" 2S" 4.0" 7.5" IDS" 5.S" 2.5" 4.4" 7.S"' ANCHOR SCHEDULE.GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE h.� LOAD Stens Un To 65-0' SDanS UDTo 8=3" Scans UO 7012'-01 d � b ANCHOR LPsn CONN TYPE GONN TYPE CONN TYPE g x CI C2 I C3 I C4 I CS Cl ' C2 C3 I C4 CS CI I C2 I C3 C4 I CS 1} $116`ITW TAPCON XL W( 43 16.0"16.0-116.0"16.0"16.0"16.0"56.0"11500 16.0"16.0"16.0"15.0" 9.0" 14,0"16,0" �d 2-114•HIN,IMBED 53 160"36.0"16.0"16.0"16^0"16.0"160"13.0"36.0"160"16__0,12.0" 7.5" 32.q"36.0" p �rat�.sc 62 16_0"164"x4_4"16.0 160"160"1501, 9.0" I-0.0"16.0"16.0"22.0" 7,5` 12,0"16,0" I YO 36.0"26.0"11.5"16.0"'16.0"16.0`"12.5"8.0"12'5"16.0"16.0'12 0" 7.5" 12.0"x16.0" E S 100 16,0_12.__0"j 7�5" 12.4."16.0"26.0`12,__0" 7.5" Y2.0"36.0"26.p"12.0" 7.5" 12,4"36.0" 5116"ELCO UITRACOH W/ 43 16.0"16.0"110.5"19.0"16.0"16.0" Co. 2.114•MIN.EMBED 53 16.4"13.5' 7.5' 11.0"16.0'34.0` 7.5" 7.5" 13.5' 9.0" 6.5` can+a6lAactmewoore fv� 62 16.0"10.0" 6.0" 9.0"16.0"11_0• 5.S' 6.5" 9.0" 9.0" 6.5" 15-2339 h� 10 15.0" $.0" 5.0" B-0' 15.5" 9.S" 5_5" 7.D" 4.4" 5,5" z_ 100 9.0" S' 6,s" 94" 5.5 6.5 9.0 -5,5" XCALt - - H 2"MIN EDGE OLSTANCE IA".Da0[AIPTLDM CI Q C3� Cd N5 Ci C2 WAX CS ClC4 C5 0126M5 W/2"EYEWALL 43 16.0"16.0"9.S' 11.5'16.D"16.0"14.0" 6.0" B4O''16.0"14.5" 7.5" 3.5" S.5" 11.5' a�9 ARMOR INSERT WI 2`EMBED 53 16.0"C.16.0" 7.0"0. 9.0" 16.0"16.0' 9.S' 4.5" 6.5" 16.0" C 62 16.0"13.0" 5.5" 7,5" 26.D"14.5' 7.5" 3.5" 5.5" 12.0"LL5" 6.0'" 3.0" 4.5" 8.5- 100 11.51 16.0" 3.0" 4.S' 8.S' II 5" 6.0"-'3.0" 4.5° 8.5" 11S" 6.0" 3.0' 4.5" B.5'" ANCHOR NOTES:SEE SHEET 9 FOR ANCHOR NOTES. u