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Home My WebLink AboutSUBMITTED PAPERS/ PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION SCANNED 2300 Virginia Avenue BY Fort Pierce, FL 34982 St. LUCie County 772-462-1553 Q APPLICATION FOR STORM SHUTTER PERMIT DATE: c7��0� �Z PERMIT NUMBER: la Oct � `( 1. LOCATION/SITE ADDRESS: 1015 4asug,ovlo t2 Z) 2. PARCEL ID NUMBER: 73tt`10-Z'_ 610 SECT I I TWP I I RNG I I MAP I I ZNG I rl iLU I— I INIT 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: �'3 uy az u x-s e L-,;) n I) [I 4. TYPE OF STRUCTURE: SFR 5. OWNER INFORMATION Name: Viute%73 �') V �1 iscm-(Zo Addr s w �Z L City:�� s eate: '— Zip 32- Phone: / Type of Surface attachment: Wood Frame Y ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert Lt� \ "I County Cert Business Name: &gn,.3, i \�' e r i-1 L / Phone number:-4��Z') ` )La- 6R2 Concrete i/ Masonry Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. o' Other Anchor Type Anchor Spacing Removable Panels V �-iNel cs ()C- Accordion Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTINENTIAL STRUCTURES ONBACK 7. VALUE OF CONSTRUCTION: $ 6 30 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable w egulating construction and zoning. PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGNATURE OF OWNtR O ONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS ��-1 DAY OF , 20A- BY, �� '� WHO IS PERSONALL KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. ZC^ SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC SLCPDSD Revised 96/17/2010 L� U 1 MA DE LA LUZ VELASCO TYPE OR PRINT NAME OF NOTARY ' • :*; COM$&DN N DD 833066 COMMISSION NUMBER .,•• • �= EXPIR ( ober 22, 2012 ' Bonded Thru Notary Public Underwriters X Property Appraiser - St.Lucie C ty, FL - ` Page 1 of 1 • � i PROPERTY RECORD CARD Vincent R Vaccaro Record: 1 of 1 <<Prev Next>> Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ,��,�CIE CO Site Address: Sec/Town/Range: 6013 TANGELO DR 11 :36S :40E ParcellD: 3402-610-0382-000-7 G2 Account* 38509 y� Map ID: 34/11S Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Vincent R Vaccaro Mary E Vaccaro INDIAN RIVER ESTATES -UNIT 09- BLK 83 LOT 30 (MAP 34/11 S) (OR Address: 6013 Tangelo Dr 3351-239) Fort Pierce FL 34982-7533 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 81600 Land Value: 6900 Acres: 0.23 12/13/2011 75900 0112 SP 3351 / 0239 Assessed: 81600 Building Value: 74700 7/14/2011 100 0112 CT 3308 / 2810 Ag.Credit: 0 Finished Area: 1584 SgFt 3/29/2004 135000 01 WD 1940 / 1799 Exempt: 50000 8/16/1993 78000 00 WD 0855 / 2811 Taxable: 31600 10/1/1986 57600 00 CV 0516 / 2927 Taxes: 839.88 5/1 /1979 44500 00 CV 0309 / 0171 8/1/1978 0 01 CV 0301 / 2567 7/1/1978 0 01 CV 0291 / 0322 BUILDING INFORMATION Exterior Features View: - RoofCover: SD - Dim Shingle ExtType: HC- - HC- YearBit: 1979 Grade: C- - C- EffYrBlt: 1979 StoryHght: 0010 -1 Story No.Units: 1 Interior Features BedRooms: 3 Electric: MX - MAXIMUM FullBath: 2 HeatType: FHA- FrcdHotAir 1/26ath: 0 HeatFuel: ELEC - Electric %A/C: 100 %Heated: 100 Special Features and Yard Items Land Information Type Y/S City. Units Qual. Cond. YrBlt. No. Land Use SWAV - RES POOL AVG Y 1 450 AV AV 1988 1 0100-SF Res PA01 - POOL DK-AVG Y 1 550 AV AV 1988 DWC - Driv-Concret Y 1 600 AV AV 1979 FNW6 - WOOD FEN 6' Y 1 200 AV AV 1999 RoofStruct: GA - Gable Frame: - PrimeWall: BS - CB Stucco SecWall: - PrmintWall: DW - Drywall AvgHUFI: Prm.Flors: CU - Carpet %Sprinkled: 0 Type Measure Depth 215 -Front Ft 80 125 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=340261003820007 5/18/2012 1 orida Building Code Online http://www.floridabu !-';^ Y.org/pr/pi_app_dtl.aspx?param=wGEVX... f e�It' k BCIS Home Log In User Registration BU In' sC, Protessional i Product Approval USER: Public User } �b �Y(rm4 gg f e Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site M Product Aonroval Menu > Product or Application Search > Application List > Application Detail 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 FL11979-R2 Affirmation 2010 Approved Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Tom Johnston tomj@tc-alum.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 Allen Reeves PE-19354 National Accreditation & Management Institute, 12/31/2013 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received FL11979 R2 COI COI Doc.pdf Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 Equivalence of Product Standards Certified By Year 2002 2002 2002 1 of 2 5/15/2012 8:00 PM Florida Building Code Online http://www.floridabu;'.,';^;.orWpr/pr_app_dti.aspx?param=wGEVX... Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(: are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # I Model, Number or Name ........................................... ..-.... -_........... _............... i......................... -..... ................................................... ... .._............................... . 11979.1 ' E.A. 24GA 12" O.C. STEEL PANEL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: SEE MAX LOAD AND SPAN CHARTS ON PAGE 8 OF 9 ON INSTALLATION DRAWINGS FL11979_R.2._COC.._11979 24 gauge 2010 Cert.odf Description 24GA GALVANIZED STEEL STORM PANEL Installation Instructions FL11979 R2 II 12 OC 24 GA pdf Verified By: ALLAN REEVES PE 19354 Created by Independent Third Party: Yes Evaluation Reports FL11979_R2 AE Evaluation report.pdf Created by Independent Third Party: Yes Fact] 'Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coavriaht 2007-2010 State of Florida Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at we bm aste rOd b onstate.R us. Product Approval Accepts: O �E M r ,Norton st cur itv x;r a.3 fit:; . YCti$iyfl 2 of2 5/15/2012 8:00 PM 717-846-3747 0 HR Engineering, Inc. 1541 E. Market St. York, PA 17403 Tom Johnston, Director of Research & Development Town & Country Industries 400 West McNabb Road Ft. Lauderdale, Florida 33309 RE: 12" Storm Panels- FL11979 Dear Mr. Johnston; Fax 717-846-0355 17 February 2012 We have reviewed the 2010 Florida Building Code, in particular Section 1609.1.2 Protection of Openings and Section 1609.1.4. We have come to the conclusion, the requirements for the following Town & Country Industries product, 12" Effective Width, 24 Gauge Storm-Loc Galvanized Shutter System have not changed.. As we understand it, there have been no changes made to this product. We find it to be in compliance with the 2010 Florida Building Code. The information regarding this product can be found on the FL11979 approval to the previous code. It includes the evaluation report and drawing, project number 06100009 & 07070009, 08120002, 12" Effective Width 24 Gauge Storm-Loc Galvanized Shutter System, sheets 1 thru 9. A limiting factor for these panels is that they are not qualified for the High -Velocity Hurricane Zones. I trust that this information is sufficient for your needs. If there are any questions, or if anything additional is required, please contact us. Sincerely yours; 111111I I I I I11!!// HR Engineering, Inc. Allen N. Reeves, P.E., SECB u Structural Engineer ' } i` O .`'� Florida License No. 19354 ,0 ANR:rlh Cc: 12020007 1. 24 GAGE GALVANIZED STEEL STORM PANELS. STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL QUALITY GRADE 40, WITH G60 GALVANIZED COATING AND MINIMUM Fy=44 KSI. 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM COMPLYING WITH SECTION 1609.1.4 OF THE 2007 FLORIDA BUILDING CODE AND ASTM STANDARDS E1886/E1996 &E330. PROVEN PERFORMANCE IS MISSILE LEVEL 'D', WIND ZONE 3. 3. THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC, THEY D❑ NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 4. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 611315-23 OF THE FLORIDA ADMINISTRATIVE CODE. 5. THE 33-1/3% INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ANCHORAGE LOADS IMPARTED TO THE STRUCTURE. 7. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 UNLESS OTHERWISE NOTED. TOP & BOTTOM MOUNTING DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. . B. 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. 9. STORM PANELS ARE NOT AIR PERMEABLE. THEREFORE, MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WITH THIS PRODUCT. 10. SHUTTER'S MANUFACTURER LABEL SHALL CONTAIN THE MINIMUM INFORMATION OF. TOWN & COUNTRY INDUSTRIES Fr. LAUDERDALE FLORIDA LIMITATIONS THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE EXCLUDING 'HIGH VELOCITY HURRICANE ZONE' MISSILE IMPACT TESTING WAS PERFORMED TO WIND ZONE 3 (BASIC WIND SPEED < 140 MPH) MISSILE LEVEL D REQUIREMENTS, THIS PRODUCT HAS NOT BEEN EVALUATED FOR ENHANCED PROTECTION OF ESSENTIAL FACILITIES AS DEFINE➢ IN ASTM E1996. _6" MAX O. C. TYPICAL ELEVATION GA. STEEL STORM PANEL TYPICAL PLAN VIEW 2-PANELS SHOWN a') NOTCH VERT10 ONLY AS R! U" SEG � n "(—ov W.3 "` \ "1 ' '0' 6 .s KEYHOLE PUNCH ANCHOR SPACING 2-1/2' MIN APPROVED ANCHOR WITH MINIMUM OF I ANCHOR PER CUT SECTION MOUNT CONNECTION RADIUS "U" HEADER WING NUT (TYP) OR APPROVED ANCHOR (TIP) i vm Lj Co 5vnh Q ZZ 'A a d4 > tA r "mot aca,yU m Z N� w x o v f W M L) O O I-p} pr"�jO qJ� 3 x W E:If- uLLFp FN::D Ld L-j(=l 32 (� ¢ LLI W L7H p� v �(U6. J l.7 jW Iq = O � Iq 0 (DATE, 28 NOV. 20061 DRAWN- I CHECKED, I BWM ANR PROJECT NUMBER 06100009 & 07070009 08120002 `(• �('0�""" 22 PzrCXk4,a« Z,,g SHEET I OF 9 C1 CONNECRON 7YPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING CW1 ~ / I Wo WO Q 2 m ExIS7 GLAZi EXISTING GLAZING Q oa EMBED C 1 CONNEC77ON TYPE EXISRN. CONCRETE, HOLLOW EDULE FORANCHOR SCHEDULEMAX BLOCK OR WOOD FRAMING (SEE SPACING� ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) rLALL MOUNT SECTION C 1 COMMECT70N TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING ---] i-- 1 " .OPTm I ° ENGINEER MAY DETERMINE ACCEPTABLE BUILD M WHILE HAINTAWING NDN�[RWB CONDITIONS. 3" MAX, a �BU1LD-OL Ll 1»J EMBED Cl CONNEC7ION TYPE ---El'IS77NC CONCRV& HOLLOW REFERENCE ANCHOR BLOCK OR WOOD fRAMING (SEE SCE FOR MAX ANCHOR SCHEDULE BASED ON CING TYPE OF STRUCTURE) UILO-OUT SECTION SPECIAL NOTES, ANCHOR, ANCHOR EMBED AND ANCHOR EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEET 819 AND 919. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. STORM PANELS ARE NQL AIR PERMEABLE. 774EREFoRE, MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WITH THIS PRODUCT I 15 HEADER ONLY 78 HEADER IR BILL B RD — O'TD]HAL MDIMING E%iR1 DN!I 1 CONNEC77ON TYPE � i am REFERENCE ANCHOR Uj m MBE SCHEDULE FOR MAX s'n d 0 Z SPACING s w > �ry t-2�� a4 5s� to Q, we war � mwi EL'JJ O Z d �a W � C f W F— q 1 10 �J� �hn 3�w m�ol wow zw� EXISTING GLAZING Q U W w<a 3J oa W�� osti ° �r a W NNi � J l¢7 U~ 8 Wa 5 jw u EMBED C 1 CONNECRON TYPE Co y REFERENCE ANCHOR !S1)NG CONCRV& HOLLOW SCHEDULE FOR MAX BLOCK OR WOOD FRAMING (SEE SPACING > iJ O ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) n'h" HEADER SECTION DATE, 28 NOV. 2006 DRAWN, CHECKED, i BVM ANR PROJECT NUMBER .. ,, 06100009 8 07070009 08120002 SHEET 2 Of 9 Z Z O�CEMaE.Q 3oaQ / EX1S77NG GLAZING EMBED EDGE DIST MAN 02 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EMBED I W� Q ¢ EXISTING o ti GLAZING oa C 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING - C3 CONNECRON TYPE I XL57TNG CONCREIF. HOLLOW EDGE REFERENCE ANCHOR BLOCK OR WOOD FRAM/NCI (SEE DIST. SPACING FOR MAX ANCHOR SCHEDULE 84SED ON TYPE OF STRUCTURE) nU" HEADER SECTION • a e Q • a V) 3" MAX. " BUILD-O Wp O9 EMBED Cl CONNECTION TYPE REFERENCE ANCHOR STING CGNCRL7E HOLLOW SCHEDULE FOR MAX SPACING BLOCK OR WOOD F MING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) n BUILD -OUT SECTION SPECIAL HEADER SPECIAL NOTFs: ANCHOR, ANCHOR EMBED AND ANCHOR EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEET 8/9 AND 9/9. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER S INSTRUCTIONS STORM PANELS ARE NOT AIR PERMEABLE. THEREFORE, MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WITH THIS PRODUCT. G a. a W O a ' a• ° a w EXISTING Lb GLAZING a. R En F7 a �G. Cl CONNECTION TYPE g G. Ej fD REFERENCE ANCHOR SCHEDULE FOR Ala - `aN n ": 0 z z SPACING Ly b` to Shy c N W UT > VI [ 7 17 W3 =,.Tin W m W J_E 0.25" MAX. _ z 6 c e a w x o TQ, la. �?? W =U'14 H OO p Ej gJVI R Tn 1 10 ¢Q I 3�w n mho � ~ Z LJ O I- : L's Qe oe �cl)_ ul Lo� UW� LL, l7 WOE 3J 3" MAX. W 7¢ Ld UILD-0 14 Ld � o z � o y dz • 0.625" W � a. ° J O 1" c 7 19 ad.. •a G W i Z� EMBED Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR AW I� STING CONCRETE HOLLOW SPACING (r� "\1 BLOCK OR WOOD FRAUING (SEE ANCHOR SCHEDULE B4SED ON TYPE OF STRUCTURE) + CAI Q n BUILD -OUT SECTION SPECIAL HEADER J `O` DATE. 2B NOV. 2006 DRAVN� CHECKED, ' DWM ANR " PROJECT NUMBER • 1 06100009 & ' ` 07070009 08120002 SHEET 3 OF 9 �GLG„A yj �z 4!7,CceVS&< 2008' i �4"A8 0 m��a C �R�� tom 000ya o °y c aZ ya. 2 Ifs rn NE y�2 id! O� rya rn om�i yma rn ''m o� CD w m tr12 � 2 'J i C.i n 2 oc"' SEE STORM PANEL MAX SPAN TABLE m O , rril g � N �2a p op 0 a 1n o �i EDGE DIST. m � a .. lbN ail �� k � P�� a zi 0 z S <C frl--i Y �% r Z coy 2 m r c m n yo �� -1 o Z O V v Y FI �' � is a fu N AST7 ui om F SEE STORM PANEL MM SPAN TABLE AA �k EDGE DIST. EDGE DIST. D V C 0.625" n i SEE STORM PANEL MAX P kg kAm SPAN TABLE b > R`vcsl°"s 12' EFFECTIVE WIDTH FR 1 4 6 Jt1LY 07 ANR UTANGEO OVNER m Im*1 o N L Woon Ey a E n 24 GAUGE STORM-LOC HR �e^tt^"°•"�• 1416 E Mark<t 6t.. Suite 6 - ry V o y ? m GALVANIZED SHUTTER SYSTEM York. PA 17403 717-646-J747 Fax: 717-646-0365 a� -T I,� / 1 p 7-p -TOWN CSC COUNTRY 400 WEST McNABB ROAD Allen N. Reeves, RE. o z < o w n� e o m INDUSTRIES FT LAUDERDALE, FL 33309 Tel. (954) 970-7700 Texas License No. 84141 Florida License No. 19354 125' 0.024" 2" 1.25„ �.25' 2. 4011, 1� `0.50" 0.50" 4.834" C 12" COVERAGE 13.83" TOTAL WIDTH 12" PANEL PROFILE 125' ~ 2 1. 2,• 0.024„ II-- COVERAGE---] �I 6 CO E GE n 6 PANEL PROFILE �d NOTE: CAN UNLY BE USED AS AN END PANEL TO CLOSE THE REMAINING ❑PENING THAT MAY BE LESS THAN A FULL PANEL WIDTH 0 2.187" n .088" R .250" 7YP. n �'7 h 2.000"� 2 "h" HEADER 3.375" --I 2.25" I ~ See Note 1 r o.aez" try. o.os3" (1rn) � ( � 0.079" 114-20 MACHINE SCREW q� Z.O1 sruo ®s" N 0.086oj " TYP. 1.107" L 0.375" a o 0.655" 2.00" + - - T - 0.368=� � f • " MIN,, 0.215" 170" 2 ' MIN, 5" MAX -� BUILD -OUT ALUMINUM ANGLE WING NUT 3 "U" HEADER n STUDDED ANGLE 6 "F" TRACK } BUILD-OUT/CLOSURE 8 -f L 0.867" 0.130"r�_�0.418" 0.368" I70" 1 .312" U7 r\ 0.657" 0.094' REVERSED T FRONT n 1/4"-20. SQUARE 14 "E" TRACK HEALT DED BO NOTES: 1) TESTING QUALIFIES 1' AND 2' LENGTHS ALSO 2) TESTING QUALIFIES AS -TESTED EXTRUSION THICKNESS AND THICKER 3.000" (see Note 1) 2.25" .25" 1.740 3.870" 094" TYP. 1.25" 2 00" 0 0 N .368" 0.170" 0.312" 1.0.657" 0.0 94"" �CIAL BUILD -OUT HEADER 16 "F" TRACK za OEGE.INQj6,t 2, =w> f w f- =V} Q_J 3�w W F_ �0 L�q w w (lJ J DATE: 28 NOV. 20061 DRAWNi I CRECKEN BVM ANR PROJECT NUMBER 06100009 & 07070009 0812C SHEET 5 OF 9 SELECTED ASSEMBLIES OF COMPONENTS r" 4 —20 Sidewalk SELECTED ANCHORS Bolt W/Nut @ 12" O.C. or #14 SMS @ 8" O.C. Q1/4- X 2-1/2' PANELMATE (MALE) (b) 1/4' X 7-3/8' PANELMATE (MALE) FOR BRICK VENEER (C) t==W=x11/4' X 2-1/2' PANELMATE (FEMALE) (d) mmmum 1/4' X 2-1/4' SAMMY ANCHOR (FEMALE) n BUILD -OUT WITH "U" HEADER IT (e) 1/4' X 2-1/2' QUICKSET CONCRETE ANCHOR Y4"-20 Sidewalk M 1/4' x 2-1/2' TAPCON Bolt W/Nut @ 12" O.C. or #14 SMS @ 8" O.C. (g) 1/4' x 2-1/2' WOOD LAG SCREW n BUILD —OUT WITH STUDDED ANGLE %4"-20. Sidewalk Bolt W/Nut @ 12" O.C. or #14 SMS @ 8" O.C. BUILD -OUT WITH REV. "E" (h) 1/4'-20 X 5/8' SLOTTED BRASS BUSHING (FEMALE) (�) 1/4'-20 X 2-1/8' PANELMATE INSERT (j) 1/4'-20 X 1' TAMPIN (k) ,a 1/4'-20 X 1/2' to 2-1/2' SIDEWALK S.S. BOLT f W ~ o0 3fW ca Lc I n Qi Q Ld HGO tip^ 2 <l• U 41� WOE L, 3 , �¢W os W � ,N., o � ti CUN¢ > J L3 U � 1 u DATE- 28 NOV. 2006 DRAWN CHECKED, BWM ANR PROJECT NUMBER • • i : 06100009 & 07070009 ..; 1 00120002 SHEET 6 OF 9 2x b<eiyBF.p ZDo4 PUNCI IN AD, j R£CE71 SIDEW. PANEL PANEL FROM DRILL 5/16" 0 HOLd AT 6" OC IN 28"X7"X 1/6" 6061—T6 ALUMINUM 7/6" WASHI WNG—NUT TWO LIFE SAFETY STORM 6061-T6 ALUM. PLATE PANELS SHALL BE CUT 2" SHORTER THAN ALL OTHER ADJACENT PANELS isi"d_12 EMBED. FIRE EGRESS PANEL CONNECRON TYPE REFERENCE ANCHOR SCHEOU(E FOR MAX SPACWC EXISTING STRUCTURE INTERNAL MOUNT 8 vm i w 00 6 0 e NZZ 'S` inner. W a4 0 NtA vCm d� m v =l.liY CE JJ m Z 6 N -a C d i I W X p n S F- li i TYPE LJ M'CHOR OR M4X O q_J 3wW mho WC3 J� H�7 `cui � Lj L7 L' 0_5 N CU 2'-4" � J .5/16"0 HOLE FOR L 2" FASTENING PANEL I 2" i� 2" O — A jW O� j � 0 — — e __o— ZZ s" O.C. TYP WALL MOUNT 1 MAX. (MAY NOT EXCEED STORM PANEL SPAN TABLE) EXTERNAL MOUNT DATE, 28 NOV. 2006 • DRAWN, CHECKED- BWH ANR PROJECT NUMBER - 06100009 6 07070009 08120002 SHEET 7 OF 9 z2 oCcEneCR ;Loot' a BA'D PAVlT. AROONO CVWIrR Q f 7/I-20 BOIS t2 MA9ftFlD� WMOMRS AT 24- O.C. (h'P.) FalS a Hair stMrR ae SMU PANELS ro HOSE .IMY S1lNCfu4E OR ro SIUODm ANGt£ (!!W tr BOt.1 AT TO CORAID? (ACH 5Z IXOSF3T ro rorsNm (EACH smq CORNER CLOSURE PLAN VIEW 1 114' 1/ ' — MAX41AX MAX �EX,,C, HOST `�� STRUCTURE __// WALL MOUNT CLOSURE PLAN VIEW r L i/�ax F----2' TO 5F . 7-77 r/e• r'V'ax• 1/2' M11. OVE'FtAP_T ANCHORS AT O.a SPAriNO FROM ANCHOR SCHMUtES TRAP MOUNT CLOSURE PLAN VIEW 1 L X) x M ANGLE ANCHORS AT O.C. SPACING FROM ANCHOR. SCHEDULES EXISTING HOST__ OST STRUCTURE BUILD -OUT L-V-' MOUNT CLOSURE PLAN VIEW ANCHOR SCHEDULE Anchor Schedule, 12" Storm Panel Maximum Allowable Fastener Spacing in Inches c. N ° w Min. 3/4" Edge Distance, .Spans 4'-0" to 12'-0" Connection Type Anchor Type Installation Type C1 C2 C3 1/4" o Lag Screw, 1-27/32•' Wall Mount 18 6 5 Min. Thread Penetration, Shear Parallel or guild Out 18 11 10 Egress Panel 18 12 11 Perpendicular to Wood Grain 1/4" O Textron Panel -Mate, 1- Wall Mount 18 11 10 0 716" Min. Penetration, 114-20 Machine Screw for Female, guild Out 18 18 18 Egress Panel 18 18 18 1/4-20WWNfor Male All Points Brass Woad Wall Mount 7 7 .6 Bushing, 1-1/8" Embedment, 1/4" o - 20 x 518" Sidew alk guild Out 14 14 12 Egress Panel 15 15 14 Bolt SEE SHEET 9 OF 9 FOR ADDITIONAL ANCHORS SPAN TABLE 12" Storm Panel Allowable Design Wind Pressure Span Length Wall Mount P.S.F.) Build Out P.S.F. Egress Panel P.S.F. 4'-0" +134.0, -145.0 +67.0, -78.0 +60.5, -70.5 5'-0" +107.2, -116.0 +53.6, =62.4 +48.4, -56.4 6-0" +89.3, -96-7 +44.7, -52.0 +40.3, 47.4 7'-0" +76.6, -82.9 +38.3, =44.6 +34.6, 40.3 8'-0" +67.0, -72.5 +33.5, -39.0 +30.2, -35.2 9'-0" +59.6, -64A +29.8, -34.7 +26.9, -31.3 10'-0" +53.6, -58.0 +26.8, -31.2 +24.2, -28.2 11'-0" +48.7, -52.7 +24.4, -28.4 +22.0, -25.6 12'-0" +44.7, 48.2 +22.3, -26.0 +20.2, -23.5 . •r:� . � �� /rho-� zs oEcC,waBR �oa8' �M � wW s-2.,;z 0- oz �, Z c"in N vrry s� wwu e Ztnd • X i nro a r° 2L) Qr�j� 3�W moo W,I— UJ ram= ti�� U OJT WWO W Lj 3 � tL¢W a5 W t'N o�ti ti N J J 0 0 A � O UFE y j �J O 2 ? Q) DATE, 28 NOV. 200 DRAWN, CHECKED BWM I ANR PROJECT NUMBER 06100009 & 07070009 08120002 SHEET 8 OF 9 I ANCHOR SCHEDULE TABLES WM �R) _ "^ w� o_ dd z Anchor Schedule, 12" Storm Panel Maximum Allowable Fastener Spacing Anchor Schedule, 12" g ^ _y_ �s Z to w W w ,n a v a =uia n JJ z N -a mod_ Xo — w� ¢t � E w =U} 3Ww wog— >NF— Ut.,.i 0 ��q W<� NN¢ J t7 ¢hp mom^ zW^ � W 'o 3j� os j W U � � d J DATEi 28 NOV. 2006 DRAVW HWH CHECKED ANR ' PROJECT NUMBER 06100009 & ' 07070009 • 08120002 SHEET 9 OF 9 Storm Panel Maximum Allowable Fastener in Inches Spacing in Inches c � w �� Anchor Type Installation Type Min. 2" Edge Distance Spans 4'-0" to 12'-0" Min. 3" Edge Distance Spans 4'-0" to 12'-0" � v, � 11X1 � Anchor Type Installation Type Min. 2" Edge Distance Spans 4'-0" to 12'-0" Min. 3" Edge Distance Spans 4'-0" to 12'-0" Connection Type Connection Type Connection Type Connection Type C1 C2 C3 C1 C2 C3 C1 C2 C3 C1 C2 C3 3/16" a tTW Tapcon 1^ Mn. Wall Mount X 7 6 X 8 7 Wall Mount X 6 5 X 7 6 Embedmnt, Mn. 3,000 psi Concrete 3I16" 0 t1W Tapcon 1" Min. Embedment Build Out X 13 11 3 16 14 guild Out X 11 t0 X 14 12 Egress Panel X 14 13 3 18 16 Egress Panel X 12 11 X 15 14 3l16. 0 ffWTapcon t-314" Wall Mount 4 8 7 5 10 9 Wall Mount 3 7 6 4 9 8 Min. l3nbedment, Min. 3,000 psi Concrete 3116" m fTW Tapcon t-3/4" Mn. tinbednent Build Out 8 15 14 10 18 17 guild Out 5 14 12 7 17 16 Egress Panel 8 17 15 11 18 18 Egress Panel 6 15 14 8 18 17 1/4" Offal Tapcon t" ILfn. Wall Mount 3 12 10 3 15 13 Wall Mount X 9 8, X 11 10 Embedment, Mn. 3,000 psi Concrete o 1/4" 6 fTV1lTapcon t" NSn. Embedment Build Out 5 18 18 7 18 18 Build Out 4 17 15 5 18 18 Egress Panel 6 18 18 7 18 18 Egress Panel 4 18 17 5 18 18 y � o V m � o � 0 o = 1!4" q fTW Tapcon 1-3/4" Mn. Embedment, Min. 3,000 psi Concrete Wall Mount 7 17 16 9 18 18 1/4" O 111N Tapcon 1-3/4" Min. Embedment Wall Mount 5 12 11 6 15 14 Build Out 14 18 18 17 18 18 Build Out 10 18 18 12 16 18 Egress Panel 15 18 18 18 18 18 Egress Panel 11 18 18 14 16 18 1l4" aTextron�nel-N1�t^s, Male or Fenale, or Textron Crete -Flex, 1-3/4" Min. tnibed., Min. 3,000 psi Wall Mount 18 13 11 18 16 14 1/4" a Textron Panel -Mates, Male or Female, or Textron Crete -Flex, 1-t/4" Min. Embed. Wall Mount 10 8 '7 10 10 9 ut ut 18 18 18 18 18 18 guild Out 18 15 13 18 18 17 Egress Panel 18 18 18 18 18 18 Egress Panel 18 16 15 18 18 18 1/4" m Powers Zanac Na(lin, Wall Mount 10 10 9 11 12 11 Wall Mount 8 8 7, 8 10 9 t-1/8" Min. Embed., Mn.4,000 psi Concrete 1/4" oPowers Zamac Naitin, 1-118" Min Forted Build Out 18 18 16 18 18 18 Build Out 14 15 13 16 18 17 Egress Panel 18 18 18 18 18 18 Egress Panel 16 17 15 17 18 18 Min. 1.25" Edge Dist. Min. 2" Edge Dist. Min. 1.25" Edge Dist. Min. 2" Edge Dist. 1/4" QAII Points solid set Anchors, 7/8" Min. Er�hed., 1/4-20 SS Machine Screw, Nin.3,000 psi Concrete Wall Mount 13 7 6 17 17 15 1/4" 0 All Points solid set Anchors, 7/8" Min. Embed.: 1/4-20 SS Machine Screw Wall Mount 8 6 5" 15 10 9 guild Out 18 14 12 18 18 18 Build Out 16 12 10 18 18 17 Egress Panel 18 15 14 18 18 18 Egress Panel 18 13 12 18 18 18 G