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Home My WebLink AboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION a. a 2300 Virginia Avenue SCANNED Fort Pierce, FL 34982 BY 772-462-1553 St. Lucie County' APPLICATION FOR STORM SHUTTER PERMIT 1. LOCATION/SITE ADDRESS:--? (p q 6E 9' (2,er Low e, 0 L, )L 3 42-3 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PRO 4. TYPE OF STRUCTURE: SFR: ?� 5. OWNERS INFORMATION MOBILE HOME: OTHER: NAME: NIi"ad E&(Qer tTi2) l2csem&.; ADDRESS: -? (-O q C i U'e� C avt >_ CITY: P2, L STATE: I- L ZIP CODE: 4 PHONE: j';,S 10,56 EMAIL: Type of Surface attachment: Wood Frame 6. CONTRACTOR'S INFORMATION Ed�,er�Tr� FL REGISTRATION/CERT #: COUNTY CERT #: I-Iq 'o? -Q BUSINESS NAME: PHONE NUMBER: 7 2 Q- V 7 3- bloQ� EMAIL: Concrete Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS t rj -# ACCORDION ROLL -UP FABRIC OTHER [ I ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 45YO,` PEIjMIT FEE: $ OWNER'S AFFIDAVIT: I certify that all of the information contained in this compliance with all applicable laws regulating construction and zoning. that all work will be done in _6row n Jc hn s6h -Tr-- • S-- PRINT NAME OF OWNER OR CONTRACTOR/QU LI,FIEeR SIGNATURE OF OWNER O CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF � �J (ZC �, ACKNOWLEDGED BEFORE ME THIS J-0 DAY 6� 206Y, `�J► `-� 9.�i � `MZ IS�LLY KNOWN TO ME HO HAS PRODUCE ` `SI IF 1 „ p SIGNATURE OF N ARY TYPE OR PRINT N�j L TAR eSXpI� adN . Et: 083 I SEAL TITLE: NOTARY P LIC COMMISSION NUA 1p 20j53 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC Property Appraiser - St.Lucie County, FL Michael A Eger (TR) Record: 1 of 1 Property Identification Site Address: 764 SE RIVER LN Sec/Town/Range: 27 :36S :40E Map ID: 34/27S Zoning: RS-3 PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes ParcellD: 3427-701-0060-000-0 Account *: 115540 Use Type: SF Res City/Cnty: Saint Lucie County Ownership and Mailing Owner: Michael A Eger JR) Rosmarie H Eger JR) Address: 764 SE River Ln Port St Lucie FL 34983 Page 1 of 1 Exemptions Permits Home Print e` UCIEC0 Legal Description HIDDEN RIVER ESTATES BLK 3 LOT 25 (OR 3350-2404; 3501-601: 3532-32 THRU 37) Sales Information Assessment 2013 Date Price Code Deed Book/Page 2013 Final: 149700 6/12/2013 100 0111 WD 3532 / 0036 Assessed: 149700 6/12/2013 100 0111 WD 3532 / 0035 Ag.Credit: 0 6/12/2013 100 0111 WD 3532 / 0034 Exempt: 6/12/2013 100 0111 WD 3532 / 0033 Taxable: 6/4/2013 100 0111 WD 3532 / 0037 Taxes: 3031.77 3/29/2013 0 0111 PB 3501 / 0601 3/14/2013 165000 0111 WD 3532 / 0032 11/29/2011 120000 0001 WD 3350 / 2404 11/17/2006 315000 00 WD 2712 / 1968 7/21/2005 327000 00 WD 2311 / 2463 7/29/2003 244700 00 WD 1766 / 1503 6/27/1996 160000 02 WD 1023 / 0947 10/20/1988 12:00:01 AM 174500 00 WD 0608 / 1691 10/20/1988 174500 00 WD 0608 / 1691 10/1/1979 18500 00 CV 0319 / 1558 5/1/1978 0 01 CV 0286 / 1827 BUILDING INFORMATION Total Land and Building Land Value: 45900 Acres: 0.44 Building Value: 103800 Finished Area: 1996 SgFt Exterior Features View: RoofCover: DS - Cedar Shingl RoofStruct: HP - Hip ExtType: HC - HC YearBlt: 1980 Frame: Grade: C - C EffYrBlt: 1980 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: PS - Perma Stone Interior Features Bed Rooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth SWAV - RES POOL AVG Y 1 648 AV AV 1982 1 0100-SF Res 275 -Front Ft 108 178 PA01 - POOL DK-AVG Y 1 1052 AV AV 1982 DWC - Driv-Concret Y 1 1020 AV AV 1980 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=342770100600000 1/6/2014 Florida Building Code Online F10'du ii2pdittTienta BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff Busines )rofessi "al PER: uccUApproval ser Regulation MMMETTIMOMM Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail A e FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12856-R4 Revision 2010 Approved Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Frank Bernardo frank@engexp.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Frank I. Bennardo PE-0046549 National Accreditation nd n ement Institute 12/31/2013 ORLANDO L. BLANCO, P. Validation Checklist -rdcopy Received FL12856 R4 COI Cert Inf FL12856 R4 COI Cert Indeo2.odf FL12856 R4 COI Cert Indeo3.odf__ Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 20 TAS 203 Year 2002 2002 2002 1994 1994 1994 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 fWvK4bEBhusG5`/o2bcgdce... 1/6/2014 Florida Building Code Online Sections from the Code Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method i Option D 10/25/2013 10/25/2013 10/29/2013 12/13/2013 ..._.- .... ....._......_...-- - Summary of Products FL # 11IModel, Number or Name Description 12856.1 0.050" Aluminum Storm Panel 0.050" Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R4 II DwD09.1)df 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 Missile "D" FL12856 R4 AE 02-09.odf f Level as defined in ASTM E1996. See installation instructions for FL12856 R4 AE Eval rot09.Ddf specific Design Pressure Ratings by size, additional use limitations Created by Independent Third Party: Yes 6-w_0qiTs-r571Xlon instructions. 12856.2 "Safety Edge" Storm Panels "Safety Edge" Storm Panels, 28ga (0.018"") Steel, 0.022" Alum (Perf and Non -Pert), Clear Polycarb (Full and Half) LftimIrs—of Use Installation Instructions Approved for use in HVHZ: No FL12856 R4 II Dwo3.odf 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: +54/-54 Evaluation Reports Other: This product is not valid for use within the HVHZ. See FL12856 R4 AE Eval Rot3.Ddf Evaluation Report and engineering drawing for additional limitations Created by Independent Third Party: Yes and conditions of use. 12856.3 0.050" Aluminum Storm Panel 0.050" Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R4 II Dwo2.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: Shutter meets requirements for "Wind Zone 4" and Missile FL12856 R4 AE Eval RDt2.odf Level "D" as defined in ASTM E1996. See installation instructions for Created by Independent Third Party: Yes specific Design Pressure Ratings by size, additional use limitations j and installation instructions. 11 i 12856.4 Aluminum Hinged Storm Panel .050" Aluminum Non -Porous Hinged Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12856 R4 II Dwo.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE#0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter meets requirements for "Wind Zone 4" and Missile FL12856 R4 AE Evai RDt.odf "D" as defined in ASTM E1996. See installation instructions for Created by Independent Third Party: Yes Eevel pecific Design Pressure Ratings by size, additional use limitations nd installation instructions. Back Next Contact Us :: 1940 North Monroe Street. 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. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W W, tC;i MW secutyt a vrnec:s http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 f WvK4bEBhusG5%2bcgdce... 1 /6/2014 "SAFETY EDGE" & POLYCARB STORM PANELS 28ga (0.018") STEEL & 0.100" POLYCARB �-2-j 0.018" GALV STEEL PERFORATIONS 0.01B" GALV STEEL (OPTIONAL) �` v0,378" ` ` -SAFETY EGE O 0.378" / PERFORATIONS a N ? y 2. Dj- y N 1 (OPTINAL) try ps 1.125" (1/4" TYP) tr`'% rS SAFETY EDGE 1 i ti D>\Y ft 1.25'tII KK//,y- Fs �� JII �'1°-1 ry• 4" I P.t1.25°I (1/4., TYP) 4.844.84h" � x0.378" T�`-4�._...-._-._ 12° COVERAGE +C �-�--6" COO VERAGE-- � -} 0.378" 33.5"TOTAL WIDTH 7.531"TOTAL WIDTH 1a STEEL STORM PANEL PROFILE 1b STEEL HALF -PANEL PROFILE 4° = 1'•0" SECTION 4° = 1'-0" SECTION 2„� 0.100" POLY- �2" CARBONATE 0100"POLY- (t0.070") 9ml. ARBONATE216° 1.216"�f0.010")1t-1.5"--t00".._...._ .y.-5.000_"12.5" COVERAGE--------- 15" TOTAL WIDTH ------ --- POLYCARB STORM PANEL PROFILE n POLYCARB HALF -PANEL PROFILE 1c 4" = 1'-0" SECTION lJ 4" = 1'-0" SECTION 3/161�f- �. 0.085" MIN WIDTH UNLIMITED D D `�., ( ! 0,875" THICKNESS TOP MOUNT MOUNTING --.> j <a I I i _ 05/16" (CONK AS REQ'D) SECTIONS i ti D D D 1/2"j cC! 1/4-20 STUDS o '4Z..'Fw!� AT 12" O.C. (n .....:.... D 0 O80" TYP OPTIONAL �_ 2.0D0"-4 i I z PERFORATIONS KEYHOLE _vEEWS 1 3"=1'-D" ELEV Z STUDDED ANGLE 3 WASHER z j z0 F I ' 3/8" \ 5/8" a ° Iti BOTTOM MOUNT !-------------_`- ' ALUMINUM STEEL] -PAN (CONN AS REQ'D) '---�- CLOSURE CLOSURE 1 TYPICAL ELEVATION 3 KEYHOLE PUNCH 4 4"=r-o" 5 4"=1-11" 1 N.T.S. 1 6" = 1'-0. ELEV GENERAL NOTES: 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION, FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE -LONE PER ASTM STANDARDS E330, E3886, & E1996. 2) N0.33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN, 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 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 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 7) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH 0.018" (MIN) GALV STEEL PANELS SUCH THAT NO TWO POLYCARBONATE PANELS ARE ADJACENT TO EACH OTHER. 8) ALL PANELS SHALL BE INSTALLED USING KEYHOLE WASHERS IN CONJUNCTION WITH ALL MOUNTING CONDITIONS. 9) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED THICKNESS t=0.018" CONFORMING TO ASTM A653, STRUCTURAL QUALITY GRADE 40, WITH G60 GALVANIZED COATING AND MIN FY=44.58 KSI. 10) CLEAR POLYCARBONATE STORM PANELS WITH 12.5" COVERAGE SHALL BE MFD BY TRANSPARENT PROTECTION SYSTEMS, Inc., AND THOSE WITH 6.25" COVERAGE SHALL BE MANUFACTURED BY TOWN & COUNTRY INDUSTRIES, Inc. ALL POLYCARB PANELS SHALL BE EXTRUDED WITH MIN THICKNESS t=0.100° (30.010°) AND SHALL BE FABRICATED FROM 100% G.E. SYNTHETIC THERMOPLASTIC POLYMER LEXAN RESIN #103.112 (UV STABILIZED) OR EQUIVALENT. THIS MATERIAL IS COMPARABLE TO G.E. LEXAN POLYMER SHEET 59034, AS APPROVED UNDER MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE #03-0924.01. MINIMUM SYNTHETIC THERMOPLASTIC POLYMER TENSILE STRENGTH Fy-8.908 KSI, FLEXURAL STRENGTH Fby=12.90 KSI, & FLEXURAL MODULUS IS 328.7 KSI. 11) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 12) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL AS FOLLOWS: TOWN & COUNTRY INDUSTRIES FT. LAUDERDALE, FL- ASTM E1886, E1996 & E330 MISSILE LEVEL D FLORIDA PRODUCT APPROVAL NUMBER 13) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS #04-004, 904.005, & #04-006. 14) TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 15) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, STAINLESS STEEL, OR 2024-T4 ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI. 05-TCM-0001 I EXISTING HOST STRUCTURE y} MINIMUM -I EXISTING I -SEPARATION 4 GLAZING-\ PER SCHEDULE -T ANCHOR PER ANCHOR SCHED a 114-20 x 3/4" S.S STUDS AT 12" O.C. r 2 —11/4" MAX -� OR PER ANCHOR SCHEDULE 1 MOUNTING SECTION lll2 3" = 1'-0" SPAN SCHEDULE 28g0 (0.018") GALV STEEL PANELS MAX LOAD: t54.a psf MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) MIN SPANS: 26" (DIRECT MOUNT TOP & BOTTOM) 16" (ALL OTHER CONDITIONS) 0.100" CLEAR POLYCARB FULL -/HALF -PANELS MAX LOAD: t54.0 psf MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) MIN SPANS: 24" (DIRECT MOUNT TOP & BOTTOM) 15" (ALL OTHER CONDITIONS) EXISTING HOST STRUCTURE, TYP �2" TO MAX �R< C4 S 1/2" MIN MAX \� OVERLAP �- MAX K-ANCHORS FASTEN PANELS TO AT 17" O.C. (USE ANY HOST STRUCTURE OR ANCHOR FROM ANCHOR SCHED) TO STUDDED ANGLE (TOP & BOTTOM) AT 2 TRAP MOUNT CLOSURE CORRUGATION VALLEY 3" = 1'-0' PLAN VIEW CLOSEST TO CORNER 2(EEAACH SIDE) MAX 1/4" MAX �/� ��TMAX r / _- r77 EXISTING HOST STRUCTURE �3 WALL MOUNT CLOSURE J 3" = 1'-(I" PLAN VIEW GLASS SEPARATION SCHEDULE (REQUIRED ONLY IN ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES) 28ga (0.01 I") GALV STEEL PANELS • MIN. GLASS SEPARATION FOR INSTALLATIONS AT OR BELOW 30' ABOVE GRADE: 5.375" • MIN. GLASS SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE: 5,375" 0.100" CLEAR POLYCARS FULL -/HALF -PANELS • MIN. GLASS SEPARATION FOR INSTALLATIONS AT OR BELOW 30' ABOVE GRADE: 7.350" MIN. GLASS SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE: 5.375" BEND PANEL AROUND CORNER & STITCH TO ADJACENT PANEL WITH 114-20 BOLTS & WASHERED WINGNUTS AT 24" O.C. (TYP) EXISTING HOST \ STRUCTURE 4 CORNER CLOSURE 2 N.T.S. PLAN VIEW GLASS SEPARATION SCHEDULE NOTES: 1. GLASS SEPARATION SCHEDULE PROVIDES MINIMUM SEPARATION DISTANCE REQUIRED BETWEEN EXTERIOR FACE OF GLAZING (OR OTHER PRODUCT BEING PROTECTED) AND INTERIOR FACE OF INSTALLED STORM PANEL. 2. SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 3. SEPARATION FROM GLASS IS REQUIRED ONLY WHEN INSTALLED WITHIN ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES. ANCHORS AT 17" D.C. (USE ANY ANCHOR FROM ANCHOR SCHED) EXISTING HOST f BUILD -OUT 5 MOUNT CLOSURE 2 3" = 1'-0" PLAN VIEW 05-TCM-0001 0 ANCHOR NOTES: Its 1) "ELCO PANELMATE" ANCHORS MAY BE ELCO FEMALE PANELMATE OR ELCO PANELMATE PLUS, AS ILLUSTRATED. 2) ENSURE MINIMUM 2" EDGE DISTANCE FOR ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4" IS ACCEPTABLE FOR ANCHORS TO WOOD, WITH THE EXCEPTION OF PANELMATE ANCHORS FOR WHICH 2" MIN EDGE DISTANCE IS REQUIRED. FOR PANELMATES TO WOOD WITH 3/4" MIN EDGE DISTANCE, ALLOWABLE SPACING SHALL BE 6" O.C. 3) MINIMUM EMBEDMENT SHALL BEASNOTED IN 3 ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLl1DES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL '- BE INSTALLED TO NON -CRACKED CONCRETE ONLY. R 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING € MEMBERS, NOT PLYWOOD. 7) WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 3/4' EDGE DISTANCE 1S ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY, UNLESS OTHERWISE j NOTED. y 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE q SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE 3 SHALL APPLY. ES 9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY S HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER $g HEAD ("SIDEWALK BOLT") U.N.O. 5tl ANCHOR SCHEDULE bJ Spans 5Pp0 Spans 9121. ON ANCHOR (p=f) 1/4" ITW TAPCON W/ 1-3/4" I6.0' 16:0" EMBED (3192ps1 MIN COtJQ .33 38 1..0 1 ... .47 16.0"' 6:0" 54 16.0" 16.0" 4" ELC0 ULTRACON 1-314' j 33 ._..... 16.0" .__ 16.0" BED (2846psi MIN CONC) 38 16.0" 16.0" 47 . 16.0" ¢ 54 I6.0" 16.0" 0 u /4" PANELMATE (PLUS OR FEMALE) x 1-3/4" EMBED 33 - -- 16.0" _ I6.0' _ (3350ps1 MIN CONC) - .... -- - - -- ----3m12=m 47 I6.0 16AT' Et--nncmm, 1/4' ALL POINTS SOLID -SET 33 16:0" 16:0" ANCHOR x 7/8' EMBED ... .... _ _ _ I6 (3000psI MIN CONC) -- _ :0" - awl: t 54 16.0" 1fi.0" u s v i LOAD ANCHOR (psl) Spans 4 0 Spans 9P-2'Up � j 1/4" ITW TAPCON W/ 1-1/4" 33 16.0" 9.9" EMBED ......... 39 ......'...._ 1�.8" a-6" ..7.0^.. . 47' _ 12 ":. �� S4 j i/4' ELCO ULTRACON VJ/ 33 16.0" 11.1" 1-1/4" EMBED .-._._F..._._._. _...._._ J 0 1/4" PANELMATE (PLUS OR I 33 16.0" 16.0" 0 FEMALE) x 1.114" EMBED ? gg 16.0" 14.5" D 47 16.0, 54 16.0.. 10.._ 1/4" ALL POINTSSOLID-SET ;; 33 16.0" 116.0" ANCHOR x 7/8' EMBED . ""' 38 ..... 16.0" "" I6.0" i _4 1 54 16.0" 13.9" r� 0116- 1 ANCHOR LOAD 050 Spans Up To Spans Up To 1/4" TAPCON OR X 14 WOOD 33 16A" SCREW x 2" EMBED 38� 16.0" 13.2" 16.0" z.. f tenon '""w -47 54_.. R.10.7" 16.0"..9.3" ,n o� 1/4" PANELMATE (PLUS OR ) x FEMALE1-7/8" EMBED 33 16.0" _ 16.0" II U J2- MIN EDGE DISTANCE) 38 "" 47 16.0" -"" 16.0" 16.0" """- 16.0" o -lnrzarnm 54 I6.0' w o a 3N 1/4" LAG SCREW x 2" 33 -"-"'" 16.0" ---'--"-- 15.5" --- THREAD EMBED 38 16.0 13.4" ' EMBED i 47 ._.,..... 16.0" 10.9" _ . 9-- 54 16.0" ... 9.5" r O1- 'LOAD ANCHOR (Dsf) Spans Up TD Spansi UP TO xu 5'-0" 9-2" 1/4' ITW TAPCON OR ELCO 33 16.0" 13.5" ULTRACON x 2" EMBED 38 IG.O" 11.7" 54 15.1" 8.3"_ 1/4" PANELMATE (PLUS OR 33 16.0" 13.1" z I FEMALE) x 1.7/8" EMBED 38 (2" MIN EDGE DISTANCE) ` 16.0" 11.4" 16.0" 9.2" v g 47 14.7" o u. �1' RiIlVID 1 54 ..................._._..........._.. B.G" �u l l/4" LAG SCREW x 2" 33 16.0" 16.0" p p w 1EM•BEDMENT 78 I6.0" 1G.0' }EMBED 47 16.6" 13.5" 54 16.0" 11.8" 1/4" 13-8 STAINLESS STEEL 33 16.0" 16.0" I HANGER BOLT x 2"EMBED --.. 38 "-'-"'- 6.0" ' 16.0" j }EMBED t '---...__ 47 .. ..... 16.0" ........._._ c .. Emmmazil. 05-TCM-0001 iCALE1 104 �GB DESCRIPTION: