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HomeMy WebLinkAboutProduct Approval Property Card Page 2 of 3 ,. 3 � W i J Sketch Area Legend Sub Area Description Area 'Fin.Area Perimeter ASEA Aluminum Screen Enclosure Avg 358 0 76I BAS BASE AREA 2028 2028 250 CLPA Closed Porch Average 360 0 84' SPAA Screen Porch Attached Average75 0 40 i i Special Features and Yard Items Type Qty Units Year Blt WOOD FEN 6' 1 160 1999. CHAINLINK 4' I 160 1999 , Current Year Values Current Values Breakdown Current Year Exemption Value Breakdown Tax Grant Code i Description Amount Building: Year Year Land: Just/Market: Ag Credit: Save Our Homes or 10%Cap: Assessed: Exemptions): Taxable: i Current Year Special Assessment Breakdown i Start Year AssessCode Units Description Amount ,This does not necessarily represent the total Special Assessements that could'be charged against this property.The total amount charged for special assessments is reflected on the most current tax statement and information is available with the SLC Tax Collector's Office©. Historical Values Year JustJMarket Assessed Exemptions Taxable. Permits ' . http://www.paslc.org/RECard/ -i � - 6130/2017 ' 6129/2Q17 Florida Building Code Online KN ## s, BCIS Home I Log In User Registration Hot Topics ! Submit Surcharge i Stats&Facts Publication's FBC staff { BCIS Site Map Links Search d"I I Product Approval USER:public User Product Annraval fdenu>{?rnduct orAppiiralinn Sear4lI>Apulication Lis >.Application Detail t FL# FL12856-R5 _ Application Type Revision q / . Code Version 2014 Application Status Approved Comments £� Archived t' 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 franl<@engexp.com I Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd, Ft. Lauderdale, FL 33309 (954)970-9999 I tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer vl Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Frank I. Bennardo the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. I `i Validation Checklist-Hardcopy Received Certificate of Independence F1,.M56 R5 COI Indep 2.pdf FL12856 R5 COI Ipdep 3.pdf FL12856 R5 COI Indep 4.Ddf FL12856 R5 COI Inderj.Ddr Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TRS 202 1994 TAS 203 1994 i https:/Ifloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvEmlf\NvK4bEBhusG5%2bogdcv6iF3..y6b83iiP05YE3%2fgHg%3da/o3d 1/3 W9/2017 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect J-12856 RS Fqutiy kduiv 2 df FL12856 R5 Enuiv Equiv 19 FL12856 R5 Equiv Equiv 4 odf' FI-12856 R5 Equiv EEcuiv.pdf i Sections from the Cade f Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 , Date.Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 12856,1 — 10.050"Aluminum Storm Panel 0.050 Aluminum toren Panel with Optional Clear Panels tE Limits of Use Installation.Instructions Approved for use in HVHZ: No FI 12856 R5 1I DNlq.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:Shutter meets requirements for"Wind Zone 4"and FL12856 R5 AF Evallndf Missile Level"D"as defined in ASTM E1996,See installation Created by Independdnt Third Party: Yes Instructions for specific Design Pressure Ratings by size, additional use limitations and installation Instructions. __._......._ ................ __._........,..__._—__ 12856.2 Safety Edge"Storm Panels Safety Edge"Storm Panels, 28ga(0.018"")Steel, 0,022" �—� •m Alum(Peri and NonL'Perf),Clear Polycarb(Full and Half) Limits of Use _ Installation Instruci,ions 2£}56 Approved for use in HVHZ:No FJ 1 _[t5 Ii Dwg2 ' ,adf Approved for use outside HVHZ:Yes Verified By: Frank L, Bennardo, RE. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +54/-54 Evaluation Reports l Other:This product is not valid for use within the HVHZ. See FL12856 R5 AE Evall2.pdf 11 Evaluation Report and engineering drawing for additional Created by Independent Third Party:Yes I limitations and conditions of use. 12856.3 ;24ga Steel Storm Panel 24ga(0.0232".) Steel Storm Panel with Optional Clear Panels .I Limits of Use Installation Instructions Approved for use in HVHZ:No E1 12. 56 R5 II Dwg i3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. 6ennardo, P.E. PE0046549 i Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +100/-100 Evaluation Reports Other:This product is not valid for use within the HVHZ or FL12856 RS AE EV,aj 3.pdf Wind Zone 4. See Evaluation Report.and engineering drawing Created by Indepehdent Third Party: Yes i for additional limitations and conditions of use. .._.__...._.............. ___. 12856.4 Aluminum Hinged Storm Panel .050 Aluminum Non-Porous Hinged Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes 56 R5 II Dyvc4.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E. PE004654I Impact Resistant:Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports i Other:Shutter meets requirements for"Wind Zone 4"and FL1285f2 R5 AF _val 4 odf. Missile Level"D"as defined in ASTM E1996.See installation Created by Independent Third Party: Yes Instructions for specific Design Pressure Ratings by size, I additional use limitations and installation Instructions. __.._-.... F3uctc l7r..xt Contact us::2601 stair Stage Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coylight 2007.2013 State of Florida,:t Privacy Statement:I:Accessibility Statement:;Refund Staterneri https:/]Aoridabuilding.org/pr/pr app_dti.aspx?ppram=wGEVXQvADgvEmlfWvK4bEBhusG5%2bcgdcv61F3y6bB3viPO5YE3%2fgHg%3d%3d 2/3 61?9/2017; Florida Building Code Online Under Florida law,email addresses are public records.If you do not want your e-mail address released in response Ito a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,RS.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: Credit Card '��� i i i I I i i i i , I https://floridabuilding.org/pr/pr @pp_dti.aspx?param=WGEVXQwtDgvErhlfWvK4bEBhusG5a/o2bcgdcv6lF3y6bB3iviPO5YE3%2fgHga/o3d°/a3d 3/3 - "SAFETY E" & POLYCARBELS 28ga(0.018") STEEL& 0.100" POLYCARB GENERAL NOTES: ` 1)THIS SYSTEM HAS BEEN TESTED AND EVALUATtT)ASA '7k % i--2"---� (---'2'-j � 0.018'GItLV STEEL MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH%•- C ( N :�. ; ER,=ORATtONS UIREMENTS OF THE FLORIDA BUILDING CODE(FEC),l'HE 4�0.016'GALV STEEL OPTIONAL) }. J{,(\ PERrORAttONS INTERNATIONAL.BUILDING CODE(IBC)A23b THE LYTERNA7200.378" ` Ap" SAF`TY EDGE 0'378` p N (OPTIONAL) BUILDING CODE(IRC)CURRENT EDITION,FOR USE OUTSIDE T}iE 1 4 TYP oy gs SAFETY EDGE VELOCITY HURRICANE ZONE PER ASTM STANDARDS©30,EI886, �1 a sy. �t.25•i y° f 1l 125"I {1 ) 1 >. 125" Ts G a L I •� (1/4".TYP) ELS96 SEE PRODUCT EVAWATtOH REPGRT FOR ADDITIONAL _ x$ 4.378" INFORMATION. > 4.644- -1 � 4.844"- �-4,844•--� 2) N0.33-1/356 INCREASE IN ALLOWABLE STRESS HAS BEEN USE ® Q D IN Z d 12"COVERAGE �--6"COVERAGE---- 378' THE DESIGN OF THIS PRODUCT.WINO LOAF?DURATION FACTOR Z ---- - 33.5'TOTAL WIDTH- _ _-_ 7.531•TOTAL WIDTN- { Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. ! N[] r 3 l --- --- ------------- - -3)-POSITIVE U N DESIGN PRESSURES TED FOR ; w,,, -.-- _ _ __m _ _ - USE WITH THIS SYSTEM SHALL BE DETEf[b'}INED PER SFPAAATE: R___ STEEL STORM PANEL- PROFILE lb STEEL HALF-PANEL PROFILE . 3 ST - -- ENGINEERING IN ACCORDANCE WITH THE.GOVERNINGCODE. SECTION �. 4"r 1'-0' SECTION PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ,i /, O --- ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE R 2` 2• NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR Aa CARBONATE CSCO"POLY- ANY ASSEMBLY AS SHOWN. (1:0.01 �- 4)THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM 0") CARBONATE N 1.216' N 1.216• � (10.010•) GLAZING REQUIRED FOR ALL WIND ZONES LN ACCORDANCE WITH 0.75' \ ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNI FCG OPTIONAL 1 2• 1 ry st 5' ti e?s 1"-f 1" ry ti s,_ 1.5" CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 0:T5" JURISDICTION. W a FI \Y_II .YJ y 5) DESIGN PRESSURES NQTI37 HEREIN ARE BASED ON MAXIMUM 5.000" TESTED}---5.040"� 1.25" �}---S,C00"--I� TESTED PRESSURES DIVIDED BY 1.5 SAFETY FACTOR COVERAGE 6.25"COVERAGE 6)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT uipM.T. ¢$ 15"TOTAL WIDTH 8.413"TOTAL WIDTH PROVIDE f�ROMTtIENTCONDTRONS ON FOR A DET�AAED HEREINC SITE. ,A LICENSED SIS P�a2 0 POLYCARB STORM PANEL PROFILE POLYCARB HALF-PANEL PROFILE ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC m<<LL __-- _ Old - ..._.._. DOCUMENTS TO BE USED 7N CONJUNCTION WITH THIS DOCUME u W 1C 3! . SECTION 4•=2'-0" SECTION m S $ '\ 4•=1'-0• 0.875' 7)THE ADEQUACY OFTHE EXISTING STRUCTURE TO WITHSTAND E 0.085"MIN SUPERLMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS ry 1/4-20.x 314"S.S STUDS THICKNESS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. '-- SPACED AT: 05/16' 8) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH c g �� -12'O.0 UP TO 45 PSF 0.018"(MIN)GALV STEEL PANELS SUCH THAT NO TWO v WIDTH UNUNITED t D D o -6•D.C.UP TO 54 PSF T POIYCARBONATE.PANELSARE ADJACENTNEACH OTNER. 1'«u. 1 _ 9) No.3 KEYHOLE WASHER REQUIRED ONLY WHEN T,!"0 WASHERED ¢, T'07 MOUNT MOUNTING 1 Z D 1 h WING NUT No.6 I USED.WHEN LARGE WASHERED WING NUT No.7 I �" L (CONN AS RECTO) SECitOYSP J `/'` 1R 0.080"TYP USED,THE No.3 KEYHOLE WASHER IS NOT REQUIRED. p 24 IT'D D 10)ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED LLL ���1 �� I D / asr6° 1 THICKNESS X0.018"W NFOTEM2NG TD RSTM A653,STRUCNRAL � �� � �2,0tJ0•-^� QUALITY GRADE 40,WII1I G60GALVANIZED COATING AND MIN N TKEYHOLE w=4458 KSI. OPTIONAL % WASHER 11) CLEAR POLYCARBONATE STORM PANELS WITH 128'COVERAGE wI STUDDED ANGLE I __.,. SHALL Be MPO BY TRANSPARENT PROTECTION SYSTEMS,Inc.,AND a 2 PERFORATIONS 2 3 a \ 6"=3'-0' 6"=1'-0 THOSE WITH 6.25`COVERAGE SHALL BE MANUFACTURED BY TOWN& ( � d PLAN ..__ ._.._- COUNTRY INDUSTRIES,Inc.ALL POLYCARB PANELS SHALL BE s JO t VIEWS �, 3" 1'-T ELEV T r'1 EXTRUDED WITH THICKNESS L=0.100'(}0.010')AND SHALL BE �j a� .. I MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER i y a _ z. RESIN(UV STABILIZED).TYPICALTENSRE:STRENGTH FY-8.908 KSI, ' aaa't�p G6.',g'"' FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328.7 P_4 }0_ - Z aosnn l KSI. - + @- n 12)ALL EXTRUSIONS SHAD.BE 6063-T6 ALUMINUM ALLOY,UNLESS b T�_ ALUMINUM STEELJ-PAN N113PANELS SHALLHERWISE.BE PERMANENTLY LABELED WITHA MINIMUM OFo1CLOSURE - CLOSUREONE LABcL PER PANEL AS FOUAWS:4 .. ___. 5. _ .... .. . TOWN&COUNTRY INDUSTRIES Ti 4•-V-0' °'"1-0" gg s cRc-4 FT.LAUDERDALE,FL rd R L ` / amr--f ASTM E2886,E1996&E330 MISSILE LEVEL D �p�R�,,s,,p:lppg au au FLORIDA PRODUCT APPROVAL NUMBER LK 14) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337 MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. SCALM BOTTOM MOUNT ­11 \\ i 3a�s� REF'cR_°NCE GONSTRUCRON TEo'TING CORPORATION(CTC OF MIAMI, PAC!OESCM QM (CONN A5 REQ'U) __" I AMAC3r u+ 3 ea,^ FL)TEST REPORTS*04-004,_004-005,9,904-006. ALM us A= 15)TOP&BOTTOM DETAILS SHOWN MAY BE IRTER(HANGED AS 1'`,TYPICAL ELEVATION 3 KEYHOLE PUNCH FIELD HOR12OONOIRO WHERE APPLICABLE.PANES MAY BE MOUNTED -� _.....- __..._ (��_...__....... _. WASHERED WIDE BASE HORSZONTAl1:YWHEREAPPUCABLE. 1� M.T.S. �`•L / 9"_'-'-0" ELEV WING.NUT7 WASHERED WING NUT 16)ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE YTS -- YIELD STRENGTH OF 33 KSI. NUA ata pFitl9naltkti R60.P.E. EXISTING HOST STRUCTURE ANCHOR PER EXISTING HOST a •• ANCHOR SCHED STRUCTURE,TYP 1 1,� SEND PANELAROUvD (DIRECT MOUNT] 411 �4 Q Izr '' MAX � �RG,'YG. CORNER&STITCH TO 1�, '. ®EMBED �'� 1t;., A JACENT PANELIP& /4-20 BOLTS .```3 w WASHERED� • �1/4• WINGNUTS AT 2a• ias !2"MAN•� 1„ MAX D.G'(IYP)FASTEN PANELS To VERLAP ORS AT 17.O.C. USE ANY 4 Q ( HOST STRUCTURE OR VARA �STRUCTUROE T -- -- - - - - '- _ ANQ30R FROM.ANCHOR SCHEO}-_--- -TO STUDDED ANGLE--_ ------- _-_-_ 6 2�TRAP--MOUNT CLOSURE P&BOTTOM AT �9. 3,s9 . W 9 MINIMUM w -- CORRUGATION VALLEY -'• EXISTING �SEPARAT70N� q ------------- CLOSEST TO CORNEA .� z _ C n GLAZING SCHEDULE Z 3•a.1'-0" PLAN VIEW (EACH SIDE) 1" CORNER CLOSURE " S N.T. . PIAN VIEW i 57U05 SPACEE}AT; 2 r� -12"O.C.UP TO 45 PSF 1 fi•O.C.UP TO 54 PSF 1/4• 2 ua r114" MAXY W � _LMAX s EMBED a.:.,•..:,,.'T 7i`ya.�¢o ANCHOR PER ANCI{OR S( EXISTING HOST FlIf SCHEDULE(STUD ST RUCTUREE � ANGLEATTACHMEDO) �•�E Eq MOUNTING SECTION3 WALL MOUNT CLOSURE a Z - 1'0" \ 2 3'=1'a' PLAN VIEW o g o a o GLASS SEPARATION SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES: i .ylil 28aa(0.018•{GALy sr££L PANELS - SCHEDULE 1. GLASS SEPARATION SCHEDULE MAX LOAD: =54.0 psf (REQUIRED ONLY IN ESSENTIAL FACILITIES) PROVIDES MINIMUM SEPARAT[CN 4 5 4S MAX SPAN: 9'-2• (ALL MOUNTING CONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR. !�da ifs . h MIN SPANS: -2G• (DIRECT MOUNT TOP$BOTTOM) FACE OP GLAZING(OR OTHER PRODUCT s' ! IV (ALL OTHER CONDITIONS) BEING PROTECTED)ANO INTERIOR FACE ANCHORS AT 17.O.C. iia(�((( $y 0.LOW CLEAR POLYCARB.FTP,1-iHALF-RAKES 78na(0.018'7 GALV STEEL PANELS OF INSTALLED STORM PANEL USE ANY ANCHOR MAX LOAD: -+S4.0 psf • MIN.GLASS SEPARATION FOR INSTALLATIONS 2. SEPARATION DISTANCEPE.R THIS FROM ANCF[OR St?LEDj MAX SPAN; 9'-Z' (ALL MOUNTING CONDITIONS) AT OR BELOW 30•ABOVE GRADE: 5.375" SCHEDULE IS REQUIRED FOR USE WITH MIN.GLASS SEPARATION FOR INSTALLAT,ONS POSITIVE LOADS ONLY. EXISTING HOST STRUCTURE •tsT�,.. 1 3 MEN SPANS 15" (DIRECT MOUNT TOP&BOTTOM) • GREATER TrIAN 30'ABOVE GRADE:5.3T" 3. SEPARATION FROM GLASS 2S ��� K (ALL OTHER CONDITIONS) Q 4 g REQUIRED ONLY WHEN INSTALtED �. 3���WITHIN ESSENTIAL FACILITIES.O.L00•CLEAR POLY^ARS-ULLdFL1IF-PANELS T _ �ISI2 ia� .Ills • MIN.GLASS SEPARATION FOR INSTALLATIONS BUILD-OUT RF.A:9i'IRNIXLPE AT CR BELOW 30'ABOVE GRADE: 7.350" MOUNT CLOSURE 15'2337 • MIN..GLASS SEPARATION FORINSTALLATIONS .._.__...... GREATER THAN 30'ABOVE GRADE;5.375' '•=L'-0' PLAN VIEW 1--- - s ]� -�l � Pnca nesexmnu�a• 3' ANCHOR SCHEDULE (STUD ANGLE ATTACHMENT) 611ttiA�ttBy'8SARDO,P.E. ANCHOR SCHEDULE (DIRECT MOUNT) LOAD Spare' Spans Spon: Spans _ `,C P ANCHOR (pslt Up To Up To Up To UO To, __ _ _ - -__ ___ __- S 5'-0" 6•-8" 716•• 91_2" G 4C . 114"ITW S.S.TAPCON W/ 33 16.0" 36.0^ 16.0" 1B.0" Spans Up o SP"s Up To �� UP TO U To U To 70 1-314°EMBED,1-1!4'EDGE _-. _ _ ANCHOR (psf) S,-0,1 g,_g" j,_6•. g•-2" 38 16.0" 16.0' 16.0' 16,0' 0[5T.(319251 MW CONI) I-- 1/4'PANaMATE(PLUS OR 33 y2A" 12.0" 52.3" 12,0" z 47 16 0' 16,C" 16.0" y5,p" - _ q ,s _.._._ FEMALE)Y 1-3/4'EMBED 16.0" :6.0" (3350ps1 MIN CONC) 12A" 1Z0" 12AN' 12.0'• _�O y, 1/4'ELCO ULTRACON 1-3/s' 33 16,6" 16.0" 16.0" 16.a" 45 12,0 . 12.0 12.0_ 12p'• (29444 1'MIN.EDGE DISI'. Z (284Eps1 MIN CONC) �_38 35.0' 16.0" 16.0" 25,p° p� 54 6.0" 6.0" 6.0" 6.0" F6N �``•- t 1/4'TTLY'SAMM1'S SSC 33 12.0" 12.0"' r 47 16.0" 36.C" 16.0" .16.0" � WITH 1-3/4-EMBED - -•___ 12.0" �, a � ANCHOR NOTES: o c py C) 38 12,0" 12.0", 120` ,lz_o^... ,u D 1 54 16.0" 36.0" ib.0" 36.ff' z 3295 MIN CON O 1/4°ASL FOINIS SOLID-SET 33 16,0" 16.0" IGD" tg,p^ U 45 12.0" 12.0" 120` 120" rf1 Q " ANCHOR x 718' MED 8 ._.' 1) "ELCO PANELMATE ANCHORS MAY BE ELCO-FEMALE _.-__ Lil L m 3 S i-t/•t`MIP7[roGE DIST -ib 0-15.0'„ 16.0=_15.0'-_ PANELWRTE.OR.ELC03AN_NIAT'c P U5,AS ILLUSTRATED. 54_ 6.0" 6.0" 6.0" 6.0" �, �x iZti A a�Q (3009psi ML•4 CONC) �,.47 16fl 16.0" 16.0" _16.0" 2) ENSURE MINIMUM 2 EDGE DISTANCE FOR ANCHORS. - 1f4'-ALL-POLNTS SQLIPSET-33- 12.0"- -12,0=-12.G 13 G--- --_ ___ _ .a - -__ ! 54 16.0" -16.0" 15.9" 15.9 TO CONCRETE&TO HOLLOW-BLOCK,U.N.O.-EDGE- ANCHORx Tib'EMBED 3 12 0 _ - _ y�^+.-. ; 38 12A" 12.0" 12.0 1.314'MSNEDGEDIST" u. DISTANCE OF 3/4'IS ACCEPTABLE FOR ANCHORS TO --"-" '-- ' -DL L+: 1/4'MtLLEN1UM Hfi1FA5T 33 YG.O _16.0" 16.0" SG.O'• (3000prJ MIN CCNC) 45 .....WOOD. �_..__.�._..__.� c G g _38_ YG,O_�.16_p„_ 16.0 16.0" 3 MINIMUM EMBEDMENT SHALL BE AS NOTED IN v9.I�N _„ 54 6.0" 6.0" g,0'• $.0" EDGE DIST.(3275 psl MIN ) CONC) 47 I6.D_ 16.0 16.0" 15,p' ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE _ < 54 16.0' 16.0" 16.0" ,16.0" DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER - WALL FINISHES. `Ir� spans Spans Spam 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE G LOAD Spans It- IDAD SFa"s Spars Spans' Spa,', ) o� ANCHOR Up To UP T4 Up T. Up To. � FF m Up To Up To Up To Up To WITH MANUFACTURERS'RECOMMENDATIONS. s�1 {�'� S-0" 6'-8" T-6" 9'-2' A r� IO ANCHOR d .. .Wst) 5'-0" b'-8" 7'4i" 9'-2' S) ALL COPICRE7E AIQCHORS 5?ECLFTED HEREIN SHALL. FEMALE) x 1-3 E(PLUS OR 33 120" 12.0" 120 _22.0" li :/•t•tTW B.S.TAPCOM W/ 33 14.5' 11.9' ) to.b" jfl BE INSTALLED TO NON-CRACIO;D.CONCRETE ONLY.ALL. FEMALE)x 1-3/4'EMBED ____. ,__.- ____......j,.;. (3350A MIN CONC) 220" W 1-1/4'EMBED,4'MIN.EDGE . ' BLOCKSUBSTRATESSHALLBEASTM W O MINIMUM, 3H 12L"• 12.0" ! 12.0"DLST. 3852.6 ..10_3' 9.2" 5) WHERE EXISTING STRUCTURE IS W000 FRAMING, 45 G"ftp" 12.0" 112.0_ 22.0" 47 10.2EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT � 54 8.9" 7,3" 6.5" 4.8' FASTENERS ARE INTO ADEQUATE WOOD FRAMING ._.__. G0"' 6.0" i 6.0" " c .._.__..__.... -� 1- I/4'ITW•SAMMYS SSC' 33 120" 12.0' 120 i20" �, n�o, ..._._._..._ MEMBERS,NOT PLYWOOD, 6 ....3....._....1.2.__ _......_.....L_........._...._ � O m 1/4'ELCO iLTRACON VJ/ 33 26.0'• 24.0'• 13.1'• 11,1" I 0 WITH 1-1/4'EMBED 38 13,0" 12.0" 12.0" 12-0" 1-2(4-EMBED,1''MIN.EDGE "" -_---_-+ 7) WHERE ANCHORS FASTEN TO NARROW FACE Or 0 O?2 a:m �r DIST. 78 (15.0` 13.5' 122" 9.5" STUD FRAMLNG,ANCHOR SMALL BE LOCATED IN CENTER m 45 120" __.-. _ _.........._. am a`o 0! ._. _-.""...._-4 - 220'.. .12.0••.....12.0" S 47 t 14.3" 11.7" 1U.4" 7,8" j OF NOMINAL 2x4(MIN)WOOD STUD(Le.3/4'EDGE •g i iDISTANCE IS ACCEPTABIS FOR ANCHORS TO W0005.0"54' . 4.1' 6.8". _...._ FRAMIPSG). WOOD STUD SHALL BE SOUTHERN,PINE' 1/4Au POrt4T5 SocIDSET 33 12.0^ t2.0' 12.0" 12 D114`ALL POIMSSOUO-SET 33 IS,O" 3G0" 16.0" G=U.42 OR GREATER DENSITY,UNl FS.�OTHERWISE ANCHOR x 7!HH'ENDED,Y' -`-"='---"0ANCHOR x 71WDIS EhtBED,2" 38 16.0" 16.0' 16.0'• NOTED. MIN.EDGE Di51'. 38 12-0" 32.0" 12.0" 12.0"_-o MIN.EDGE O15T. .._. -^ 8 ANCHOR'SCHEDULE APPLt2S FOR AL1 PRODUCTS . p,� S 12q"--_ ._ N9 12.0" 3204716.0' 36.0" 25.4" )""" -""'-`"" """""""' CERTIFIED HEREIN,.BLIT ONLY PROVIDES MAXSMUP1 54 6.0" 6.C" 6.0" 60"54 15.1" la.T' .13,9" ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE '---•-""""'_......_.____....................... 4 • U4•MILLEHIUM MILLFAST 33 -16,0" 14.9" 34,4'• 13.3' SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE - ...__._. ,_ 1 6 ' W/5-114'EMBED;1'Mltt .3g _Sb.O" 14.2" 33.3" 11.6" SHELL REPLY. � t1 5 EDGE DIST, j�� LOAD Pam Spans Spans SpT o v 47 iS,U" L 23.3" 120" 9A" 9) M.4CHIf•3E SCRIi1V8 SHALL HAVE MINIMUM OF 7/2" OF To Up To Up To Up To fi ...._ ENGAGEMENT OF THREADS IH BASE ANCHOR AND MAY =� ANCHOR (P6f) 5'_0" 6'-8" 7'-6" :9'-2" j a , 54 14.9'• 121" 10.1. 8.1" HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER .._......_.. " 33 12 0" 12.(r " ./4 PA;EUSATE(PLUS OR t2.0' 32.0 G HEAD('SIDEWALK BOLT)U.N.O. "'.E FEMALE x 1-2/4•EMBW "" wre Spens Spans Soars. F_ 22,0" 12.0" 22.0" 4 �� LOAD up To Up To Up To Up To > 1«0" t If ANGOR (Psf) 5'-0" 6�8" 54 T-6" 912" c 1Z,0' .0'. 120'' �-• j3 �i; s 114"TTW SS.TAPCON OR 33 16,0" 15.T 15S' c01 f 6,C" 6.0" j G.0" 5.6" 2 914 WOOD SCREW x 2' - - 3 12 0- 38 16.0" 14.9" 14.3^ 133" �� 114°IS•B STAINLESS STEEL 3 3«_0" ]2.O" 3.2.0" 120" 8� _._... ('J MANGER BOLT x 2"EPIHF.A ...._.___.._1 12.0........ .... aI i n 7 EMBED 47 ISO, 13:9" 12.8" 10.7" �a 39 '12,0" 12-D' 112.0" - c _...._........-- -----... 3N FEMBEDJ 45 12.0" lz.o- a O j1Y 54 iG.O" 13.3" 120" l2U 1 ....._..._..•.___....__............_ 11/4'!AG SCREW x 3' 33 25.0" 15.8- 15.7" 15.5' ._._.._.._......_........... +3 THREAD EMBED ."-'_. _ O V 38 26.0" :S.fl• i 14S' 13.4" OW EMBEDS -T'-"'- !- ,b i 1 47 16-0• 13.9" i 129" 1C.4" G ns 5 ns S "s 54 46.0" x3:a'• let^ 9.5" N C UP a Up To pTo Up o U To ..........................._...�_..__ - O ANCHOR t" 5,.0" 6...g• T-6" g.-4" 9P 7" x 3 G Spans SRans Spans Spam Spam y 0 1 LOAD So To Up' S To Up To Up o 114'PANELMATE(PILS OR 33 12.0'• _12.0" 12_0"1.12.0 124" , R!R, 0 ANCHOR (put 5'-0' 6-8" 7'-6" 8'-4" 9'-2" M•• FEMALE,x 1-1/4'EMBED 38 t2,0' y2A" 1�0" ! s j. 12.G" 12.0" (YVIRl7ilEU.HSL84tW'ppPli ! i!a"TT1Y S.S.TAPmtt OR i 33 SfiA" 26.D" t6,0" 16.0" Sb.O" y"I, - j 45 12,0" 52.0` 12.0" 12.0" 120'" - x' ELCO ULTRACON x 2'EMBED`...39 16A"....15.9' 15.9" 15.8' ...15.8" V ' 54 6.0" ._..6.0". G.0" 6.0".. 6.0" 2337 j Y ��..__.._____.._....._......_._.5..__..._. _ SCALF� r 5 47 26.0" 14.E 14.1" t3.4 12.8" ou 114"18.8 SHAW LESS STEEL: 33 y L^0" y2.0" y2.0" 120' 12.0" P_C DOMPTla". " 54- 35.1" 13S" 12.7" 11.9" 111" 0 a HANGER BOLT x 2'EMBED :.....8 ' 12_0" 12.0" t2.0"_ a v .. _........._.__1 .. O ._ '_. ............ 120" 12A"_ t7�1/4'LAG SCREW x2' ' 33 16.6" 15.7" 15.6" 15.4" 15.3" 3N �EP18E0t aay..L:,O" 12.0" ....52.U,.......12.0"..._320" a• o=EMBEDMENT ......_.._.�_..__....._-....._..._._.__......_ , V 38 26.0" 14.4" i4.4" 17.8" 13.3' 54 6,0" 5.0" 6,D" GO" 6:0" L j T i 0.7 Iy-16.0" ...._..._ ___._._. ' 54 L 16.0^ 233^ 12.0" 10.7"..._.g h" w r T