Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSrcrinit 114umDer: . c St.,Lucie County. _ Ion Dc�? • o 7 �(' ' 1�uilding & Zoning Department S 2300 Virginia Avenue . C����� Fort Pierce, FL 34982 St. �Y R .772-462-1553 �uc'e COunty APPLICATION FOR STORM SHUTTER PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS DATE: R �� 1. LOCATIOWSITE ADDRESS: Se L (J ,' I l I Ja,i 2. PARCEL ID NUMBER: SECT TWP RNG MAP ZNG LU I INIT I A —Il. i 3. 4. DESCRIPTION OF PROJECTOR WORK ACTIVITY: �� S//i/� % .�i e e aed,*zm SG, Al TYPE OF STRUCTURE: SFR Addition 5. OWNER INFORMAT ON / Na me:* Address:. S tp L a u ,' 1 /u: •wG ,i City: State: //• Zip: 3y95 j . Phone: 773 - 4/&o -o?Y 9Si . Type of'Surface attachment. Wood Frame' 6. Concrete OTHER CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: a Li Sa Business Name: das ol en4 Ste, Masonry Other Product Type. Minimum Design Pressure Product Compliance Report # Method of Attachment. As per 1707.4.4.1 FBC 120 mph 130 mph 140 mph 140 Exp. C SBCCI Dade Other'' Anchor Type • Anchor'Spacing , Impact Glazing e Panels Accord on .� 2 0 Colonials Other ALAI rnvluU%-,t1) Z) AJbJ1 t$J& LAtiL1;L bJ:$t- :1 vK LAD E UL)UN_I'Y 1VL)K JUE•1'ERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ o?wU FEES DUE: a .T :. RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the informationcontained in this application is correct and that all work will be done in: . compliance with all applicable laws regulating constructiori and zoning. PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIMOWNER STATE OF FLORIDA, COUNTY OF T L u cw ACKNOWLEDGED BEFORE ME THIS DAY OF I'd , 20 /Z , BY, /_YfATTN,60 Ao'4"s WHO IS PERSONALLY KNOWN TO ME OR WHO.HAS PRODUCED AS IDENTIFICATION. fit.►.- D MIO An 11b.90I,V SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: Y NCEMENT MAY RES YXAMU PA �}j S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FI A11 CON$j�LT.lYi7.7LY(3UR iTiNl�j A ATTORNEY BEFO G Y 1W T. = = a+ TaALLI # r1&" e•: +; MY COMMISSION # EE126749 •e MY COMMISSION•# EE126749 EXPIRES September 20, 2015 EXPIRES September 20, 2015 . (407) 398.0153 - FI0ddeN0teryServ1 407 3fM01es7 FlOddeNoteryServke.t om ae.com INSTRUCTIONS - ease complete all information in the space provided. All information must be Printed (use black or blue ink only- .or Typed. its application for Shutters to be used for only those activities that is not otherwise included under a primary building permit. This tplication for Permit may not be used for any. activity.that includes any type or kind of structural alteration. Building activities involving ructural alteration, in addition t'o the.- installation of Shutters, inust be. permitted through the regularbuilding permit review. process. The formation to be provided with this application includes: I. LOCATION/SITE ADDRESS:............. ................ 2. PARCEL ID NUMBER:........................................................ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION: ................................... i ............. 5. ' CONTRACTORS INFORMATION: 6. VALUE OF CONSTRUCTION%_. Indicate the street;address, or general location, of the property on which the building activity is taking place.' Indicate the Property Tax Identif cation Number for the property on which the building activity is taking place. Briefly describe -the building activity under permit application. Indicate.the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicablo) and St. Lucie County contractor's registration numbers; and the name of the business doing the work. Indicate the total value of the work to take place. Total cost'of construction includes all material and labor costs assotiated:with the building/construciion ictivity,..,The value of construction is used to determine the amount of permitting fees to be assessed: St. Lucie County reserves the right to question and/or modify the indicated ' value of construction -if it is demonstrated that the submitted figures are not*consistent with similar types of construction. kll applications for the installation.of Shutters are to be submitted to the St. Lucie County Building:,and. Zoning Department, St. Lucie'. -ounty Administration Building, 2300 Virginia Avenue, Fort Pierce, FL. 34982.. All applications for Permits must be complete.and filed Nith the Department no later. 4:30 P.M. each business day: No applications will be accepted for processing after 4:30 .P.M..- For issistance in completing this application, please contact the. St. Lucie County Building and Zoning Department, at (772) 462=1553;-during regular office hours (8:00 AM _ 5:00 PM), Monday through Friday. Following the issuance of this Shutter.Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS. : ** EXISTING; RESIDENCES All shutters must be installed and in place at: the time of the final inspection; °except'for Egress Windows_ and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. ON NEW HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O.-WILL WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05. � �,J.1;{ i..t..._7 %? �t`').P.i�'..`It it •:'14i _^9 J,1 (n :' iCE, �^(T1t�ti£�:+i: v..1!"iiC^. �.;� ,'��•';,xsij'.�;�;` +• � <! i?� .`� "t>ri��rl2i�J:.• �,:.,�f� i;t,�i �.j1y?ca�f�• v rn�a a#•.7a tor�,.,pr��rt t:;_, .._. �133•.�.""rci1_0 I Property Appraiser - St.Lucie Cpunty, FL Page 1 of 1 PROPERTY RECORD CARD Edward N Wilson Jr Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �CIEC�G2 Site Address: 56 LA VILLA WAY ParcellD: 1301-500-0655-000-8 Sec/Town/Range: 01:34S:39E Account #: 175929 yam! Map ID: 13/01N Land Use: SF Res City/Cnty: St Lucie County Zoning: PUD Ownership and Mailing Legal Description Owner: Edward N Wilson Jr Judith C Wilson SPANISH LAKES COUNTRY CLUB VILLAGE LEASEHOLD ESTATES Address: 56 La Villa Way (OR 2389-639) THAT PART OF SEC AS SHOWN IN OR 2 Fort Pierce FL 34951-2832 More... Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 10000 Land Value: 10000 Acres: 0.12 7/1/2011 0116 LE 3310 / 0697 Assessed: 10000 Building Value: 0 1/1/1980 950000 00 CV 0324 / 2491 Ag.Credit: 0 Finished Area: 1403 SgFt Exempt: Taxable: Taxes: 203.46 BUILDING INFORMATION Exterior Features View: - RoofCover: TN - Metal RoofStruct: HP - Hip ExtType: HC+ -HC+ YearBlt: 2011 Frame: Grade: C+ - C+ EffYrBlt: 2011 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fi: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: WDLM - Wood Laminat %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt. No. Land Use Type Measure Depth DWC - Driv-Concret Y 1 576 AV AV 2011 1 0100-SF Res N -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=130150006550008 2/8/2012 2012-02-08 09:44 EAST COAST ALUMINif—`--, 7724647503>> 7724621148 I-Iulwa JJALI t1116 Luuc. vtUAI\--) — , P 212 t ago. t tit X. �Product Approval USER: Public use ?KvJuct 4uu7Vy01 M=W . r7VA}gi U, Ak'P1'k 1'V' (lrpii 11 . ^1 '^ ' FL # FL6213-RI Application Type Revision ' Code version 2007 . IfApplication Status Approved Comments Archived Product Manufacturer M Address/Phone/Email 7635 w xnd Hialeah, FL 33014 (305)970-7507 steve4metaltech.com Authorized Signature Steve Pulliam Engineering0metaOfL .. 0 C Ao'h wr"h Technical Representativt Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Shutters subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professlonal Engineer Evaluation Report - Har4copy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quallty Assurance Entity Quallty Assurance Contract Expiration pate Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Waiter A. Tllllt Jr., P.E. PE-44167 National Accreditation and Management Institute 12/31/2010 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received FL6213 RI COI Certification of indeoendence.PDF S=da rd UK ASTM E-1886 & E-1996 2002 TAS 201, 202, 203 1994 htta://www.floridabWldinfA.org/vr/gi app dtl.aspx?paramm;ivGEVXQwtDgvg9li%2fNgyxg... 4/5/2010 FERAL aorEs: �,,� 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON PRODUCT EVALUATION DOCUMENT P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCO CE WITH THE 2007 EDITION OF THE FLORID BUILDING CODE. �'� THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTA OCITY HURRI ONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED 000E FOR A BASIC WINO SPEED AS REQUIRED BY THE JURISDFCTiON WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONNJTY FACTOR Kd-0.85, IN ACCORDANCE WITH ASCE 7-05 STANOARO. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE -NOT OVERSTRESSED, A 33'X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS -WAS J1 USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD WAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01•-03 AND f0715.01-03 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS. 2. BERTHA HAL ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL. BE f 14X2.75 AND-# 14X•1.75 RESPECTIVELY, -410—HrMINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD STRENGTH AND 180 ksT TENSILE STREGHT. PINS SHALL BE COATED WITH BERTHA HV DACROSHIEL04DCOATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE FN MARKING ON THEIR HEAD. J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy - 25.0 kei MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl YIELD STRENGTH AND 90 Rai TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024—T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35• ksi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a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E,O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON- THIS P.E7E ., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S•'RESPANSTBIUTY. (c) -THIS P.E.D. WILL. BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA-REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD 4E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P,E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEA. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, DER A wxir' i ` I �' �'1Q. � .�".rV��� i • i .r, !jl riz' _ P.E. ysf DATEWALM --- - C O INC. E�AUMCH, mT: wr.tear s.sa w. �ma,a m. ew.uva (AMA- #26) PHONE: (J03)a2J-460�, FAX: (305)926-7979 02008 EASIIAN MEM SUPPLY, INC. MAXIMUM IMPACT HV ACCORDION SHUrMR Butha T3AP'A=rd(Gn Siaeler Syd= 71LUT TESTING & ENGINEERING COMPANY xx. ism st. sd. m, vm=w Gmvms, netee x:G at Phony : (305)571-1530 . Fm : (303)s71-1331 nop®-000so7:9:.can A. �A1A � 4t°7 N. ossclvPrlax DATC thaxn . F.P. : m o,..w� m)mp DATE: 01/30/09 x DRAWING No 09-011 s 5 SHEET e OA HV BIRD _! COVERED UNDER US PATENT # 5458179 OF HD 2" (max.) B/O HEADER/SILL # 22 OH HV ADJ. ADAPTER WfLIP VARFS o.. SI A• ON H.V. 2" (Max.) DIRECT MOUNT s78• .wc-- 1. © BY CENTERMATE i 1 (SELF MATING) 2DD' TYP. 00 3" F=R ANGLE P.E. 12D' TfP. B.O. WALL ANGLE JOHV WALK —OVER TRACK r � s ® HV FLOATING CENTERMATE (f •2 x Y t 1' 2' 0062' r 2' 0,062' ff 2' 3' 0.082' 'Y 9' 0.1182' IL E C O imp. TIWT TESTING k ENGINEERING COMPANY 15 N.M. 3M. $L. 6t.. 300. VFMAA G&RO 7l FWRMA 33166 Phwe : (sos�71—tSso . vox : (M)a71-1811 e—m M tmacoOexeom ea—Dow71ft WALTER A TOUT Jr. P.E FLORICA uc. } 44167 OHD CEILING HEADERIMLL #-2 OX HV CORNER CENTERMATE " 800 � rlEl I= as © •;Q . � M E_T LUCH, I 70" W. MOO" OT. NN1lN1..L (MA #26) PHONE: (J05)823-4604. FAX. (MS)826-7979 .$.C.(Non high Valock Hurricane-1 02008 asTi N uErAL SUPPLY. RC. MAXIMUM IMPACT KV. ACCORDION SHUTTER �„ H6N16 H1�etecordloa9huNeTSyrtem DRAWING No 09-011 VARIES 12' MR. (SIX iHmOECROFs. (sce was) O Q LOCKING ROD '(SEE NOTES ON SHEET 4) 3/8"0-1 B ACETAL THUMBSCREVYS T wAS�FffR sl/2' AssFAB Y AT EVERY OTHER C14*0 KNUCKLE // (iE=R) 7 4" 0-20 S.S. 9t SHNG. THUMERC—REW I SLADE 1/4•-]Dal/r 17f 0 CST11k -20 UST a my m k 65HOUSING D o m Km "utv 31 BpARB BRASS CYLINDER 0 I4�s (Dome (DOME RA7W) ' a PUIW) H.V. LOCKS �.(;RESS H.V. LOCK (SEE NOTES ON SHEET 4) . OA. ' PLASTIC HEAD Itl• t6' LtD10�� e AFTER RRIETINC . BEFORE RNEIIIG 1 4*0-20 x 3W V4"0-20 RIVNUT* S.S. THUMBSCREW �I ALTERMAILLOCK JJQ HV LOCK Q 1 (SEE NOTES ON SHEET 4) *.SERIES 8444 ALUMINUM (2024-T3 ALLOY) LARGE RANGE INN SHEET NUTSERT, PART d 0820,=AS MANUFACTURED BY AYOEL CHERRY TfMORN, PMtPPENY, NEW JERSEY 07054 OR EQUAL 0142 3 4• H.V. ACCORDION PIN l W/ iB HEAD a M f� ' F a ACCORDION PIN W/ f8 HEAD �3 4 • 3T LOON HV HwA1 ACCORDION PIN Jf5'b •870'x3/18' 0.188'0 A1SI THICK NYLON 302 SERIES S.S. I WHEEL. RIVETS 470- ALSI302 7 $ SERIES S.S. CARRIAGE W14,., ,...,,... ME 1—' NYLON BUSHING BUSHING I, Q II BLA E r{r BLADE -� �j�J�I { �—cC£D ��I�I 111111 No BUSNWG f iii TYPICAL SHUTTER ASSEMBLY SCALE: 3/6' • 1' 00.324" #102 3/4' N.V. 1 ACCORDK)N PN .048�r S/JM W/ ¢0 HEaO T .I -� TILLIT TESTING k ENGINEERING COMPANY ♦ 'c • 'A • em N.W. 3m. 71, St1, V% NRCBM OAt✓tMS ROMA 331 'Phone : (30B)871-1B30 Fax: (3GS)B71-1331 fe-rmotl: 000671 aLeom P.E. SEAL/SIGNATURE/DATE nnPoGA Lk. 111 44167 N.T3 ETAL _ Cite I 41:4 NS AN6096 df .ri5rA1c .. (ASSA #26) PHONE. • (J05)62J-4604, FAX., (305)826-7979 e14x2 3/4' H.V. ACCORDION PIN W/ $0 HEAD ASSEMBLY LAYOUT N.T.S. 0200S'EASTERN ALETAL SUPPLY, INC. MAXIMUM IMPACT HV ACCORDION SHUTTER etE 0"1/ DRAWING No 09-011 ►� �► " ► . Calimmmkwwwoual :►' 1'/'l .• 1. MANDATORY CONDITION it: ONE HV LOCK & SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO(!) OR ® CENTERMATES W/(2) V4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION'OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. ePrwNAL coNDmDN Ji: IF DESIRED, FOR 'BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO -TWO HV LOCKS ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES O OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATEDQ ON TYPICAL SHUTTER ELEVATION. 3. OEMNAL CONDmON i4. LOCKING RODS ® ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). r 4. IAAUDATORY..CONORION ft.ONE HV.LOCX@LSHALL.BE USED. AT CORNER .CENTERMATES FOR _ANY.SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAKIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 5. • ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTER E LOCK &I MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-200/4" S.S. THUMBSCREW TO Q OR @ CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. hls • TILUT TESTING & ENGINEERING COMPANY mm SE. St0. JW. MIR.m WFef1/3. nDROA J316a Phono : (S09)D'71-7570 Fm, : {]OS)l171-1S3f _ mkt WAITER A. TI M I P.E SIG .E. SEAL/NATURE/DATE Flowa u", i +sle� F.B.C. FETAL CH, tur. (ASSA #26) PHONE.' (J05)823-4604. FAX (JO5)e26-7979 f N 1°R�°AV OF CORNER CENiERMATE 02008 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT NV ACCORDION SHUTTER Batt H A=.d=' ShutterSyd m DRAWING No 09-011 CONCRETEORE REOUIRE D CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) =-- CaRF c i i i � MIN. SEPARATION IXiSTINC � � WALL MQUNTING INSTALLATION EXISTING CLASS I 1' I i MIN. SEPARATION iiFli �1-/ I —CONCRETE ANCJICRS (SEE SCHEDULE ON. SHEET 10) 03 WALL MQUMONG INSTAL! TION 1' MIN. SEPI j ' I/�'A-0O[j S.S. Pll=n CHkTF ANCHORS 1RU55 NERD MACHINE SCREWS ..REDCONCRETE SCHEDULE ON lIV-20 NUTS O 12' O.C. (SEE USING SHEET 10) WAIJ. REQUIREDCONCRETE ® WALL MOUNTING INSTALLATION INST4Lk6T10N DETAILS F.B.C. No. 44167 • $37�TEs . �u. car.T>Ha7 TILLIT TESTING d: ENGINEERING COMPANY ASSA26 1 alas N.M. ml SL, St.SOn. WW= oARIaIs, ROmoA Stl� Phone : (303�71-1550 . Fm:: (s05�'71-19J7 PHONE : 305 ( )823-4604, 2 MINIM— a. a -mall: UAeeooeo600m FAX, (305�816-7979 ea-oDDOTFO WALTER A. TRUF ir. P.E + e P.E. SEAL/SIGNATURE/DATE FLORIDA uo. 1 44107 i NOTE F� N OF sEanoN5: T- SEE SHM 3 MR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMWZD IN ANY WAY TC SUIT ANT INSTALLATION. E. O. - EDGE OISWFCE (SEE NOTES -& SCHEOIRE ON SFtEET 11) ® 2008 FASTIM METAL SUPPLY. INC. MAXIMUM IMPACT HV ACCORDION SHUTTER BOrda kviI'Aco &anSk*wSyd= mcRPIToH DATE an .l.al. aVaoM DATE: Ot/30/0 DRAWING No Os-011 CONCNEM ANCHORS DOE OF W IF PUCAM E EXIS= CLASS-- Mum GLASS SCREWS O 9. D.C. OR t� T 0 SS. N.S. W/ NUT O O O.G. HER HEAD O.C. SHEET 11) EDGE OF SLAT IF tmm PPUCABLE THIS INSTALLATION SHALL BE REUOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE OUT OR ENTRANCE 1�SEE SHEET 3 FOR TYPICAL SHUTTER A 8LY $- UXRNG SECTIONS CAN DE CQidBUNED N AN WAY TO SLIT ANY INSTALLATION. + E. D:. - EDGE DISTANCE (SEE A: SCHEDULE ON SHEET 1-1) J EDGE OF SLAB lF APPLIGLLE -uI1ED a CONCR REQUIRED FLAT HEAD CONCRETE -ANCHORS (SEE SCHEDULE OE} SHEET 11) I CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) CONCRETE REouwED-- D.+ Q FLOOR MOUNTING INUALLATION t ® FLOOR MOUNTING INSTALL ATIQt t INSTALLATION DETAILS �. rai}� F. a1 raa. a�sr- 'A' '* LL E C O llRc. ETAL C tur. -jW W. • k3T.1 Q67 "&" aNM1WL rL a2C1 (ASSA 126) O •a' rc .. �'� s • �- TIWT TESTING a< ENGINEERING COMPANY N.x. Salh. sL. sts. stem vw!wuA aARODiS, FLWDA 311ee Phom : (3ti9�71-/e30 F•.: (306) -TEST PHONE. (305�23-4604. g� ' Cky� o--m E8 sta �m FAX (303)826-7979 • �� P.E. SEALi NATURE/DATE WALTFR A TTLLIT v. P.e. FDA Uc. ! "187 02WO EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV ACCORDION SHUTTER Tam HVLowdion Shutter System DmRonm DATE I Dm" . F.P. as •t-0i. mi�aro DATE: 01/30 0 DRAWING No O9-01 1 SQE END W/ OUT a -.I (6063-T6 ANGLE W/(2) I ARCINORS (4)%TOAT E/LM )N SHEETS 8 do 14 I � /—EXISTING CLASS *SEE NOTES AT LI @. ON SN xv tnocs ® IfJ/ at+O umtN.tE tncft ,yy. oN SNEEr 4. ©ORQ-R(DC# FJNST NC -MS 0 F1oa//4 s.N.s. 0 12• 6C. FULL LDQHT. 3 1/4• •,• g.1/2• T• OPPOSING SYMMETRI C T MATES CENTERM� OC C W/_ Loc Tom•-----------_-.-� ®©® Fa EXISTING O� OR GO Jk COSTING GLASS s f{ IS 1 • T . I N OPTIONAL* SEPARATION (INTERIOR) roc DUT ©OR * U * IN U - ---- U* A e L OR"Oc L ' L ORO POURED CONCRETE OR L °R� SECTION 12. OUT rEXISTING GLASS CEFE 9LOCK NULL RECONCRUIRED Z— — — — — — — — — — — — — — — — — — — ® OR@ORCSYMMETRICAL IN o-- +. CENTERMAJES Wj LOCK (� o�o R�IASroL^ K Iv ouT a � \Z�f „ `U Cl SECTION 12._ AT CQRNER CENTERMATE #3 ALTERNATE SECTION 12 ,XNa.gaf67,,�� TILUT TESTING & -ENGINEERING COMPANY sm N.W. Wth. St. Sh. 305, NRCN IA GAR0EN5. RMDA 33156 _ phene t (38S)871-1530 . Fax : (306)871-1631 . :1 ,• small:. UR.cmt w. — 19 Wµ Rw Toff Jr. F.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Ua. / 44167 ® �r OUT 1 6 1/2• Z. W. SECTION 12 AT SLACK DETAIL DE AQPLICAR F'.B.C. Non Hi h Veiocity Rurcicone 7 ® 2003 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV ACCORDION SHUTTER (ASSA #26) PHONE: (309)823-4604, FAX. (3O5)826-7979 DRAWING No 09-011 al 0 (LOCATE AT" 610xi125.M.S. O.C. POURED CONCRETE OR CONCRETE BLOCK WALL 7 REQUIRED EXISTING GLASS �_ —Y MIN EC 1• MIN. SEPARATION 1/16'x3' EIAX. 6063-T6)—� TO CLASS CONT. ALUM. CLOSER PLATE. (LOCATE AP ER SIDE OF�) 1t j10x1/2• S.L(3, 16. 0.0 SEE DETAIL X FOR SIDE CONNECTION OA®+OORO )EYRIE 10 — POURED CONCRETE OR CO NCRETE BLOCK WALL — /--RED EXISTING GLASS 11MIN. L POURED CONCRETE POURED CONCRETE OR CONCRETE CONCRETE CRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED WALL REOUII �EXISTING GLASS /--EJ(ISrINCCLASS EFEXIS.TING CLASS --7{1F--,- 1�SEPARMIN ATION TO 1' M� SEPARATION 7 MIN. A TO I SEPARATION 1/2 r ♦USE 1. OR 2'AUOL (!S APFLIC4BI.E)x2'Rf/8•AO•-2• ALUMINUM CUP ANGLE ---- - — - (6ow-Te ALLOT) AT MIDRETOHT- '_'_' W/(1)/1Gx1/2• S.M.S. TO®g (2)1/4•0' TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT ETHER SIDE OF®) SEE OETAlL X FO SIDE CONNECTION TO TRACKS SEA DETAL X TO TO TRACKS I 4MOROOR(DOR(E) 510E CON ON OR(bOR®OR_ OR©OR®OR® OR(D+(DORO TO TRACKS OR®+KDORK� ®+� O EN(3D CONNECTION DETAILCONNECTIONNV�ETAIL END CONNECTION 2O oR �D CONNECTION D�AIL 4� ♦ REQUIRED ONLY roR SPANS GREATER TI6W 12•—O' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MOS.TING I A _F cuss CON.I ETE ANCHOR 0 12' O.C. (2)j14xf 3, ITV 1 2' jjjffqT'(m4�q Anix"01 ff vl�l R~•�y\C�KS��• 9r TILUT TESTING & ENGINEERING COMPANY ti 1 ••� R • t 0.73E N.W. J6lh. 9L. 6b. W4 V1110M GARDEN& FLORIOA 33166 Phone : (]OB�Yt—IWO . Fat : (JOS)B71 —IS37 OW19Loam ttt�,. �"• WALM AInuir JOf. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lk. 144157 (21) DETAIL X F.B.0 7• W. •xe "Cf.' k-W*L f6 6•ef. (ASSA #26) t PRONE.' (305)823-4604. 7 FAX, (305)V26-7979 3 VIES Y n High _Velocity Hurricane Zone 02008 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT KV ACCORDION SHIM11IR mm OFSCWPRON DpE Dm• . f.P. g.E tN-Et, aVso/w DATE: OM 08 DRAWING No 09-011 MAXIMUM SHUTTER SPAN OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTER ONE HV LOCK & NO G RODS ISTE t) - (4M I 7 to OA _7 CONCRETE & VMCD INSTALLATIONS WALL xanuswe • naocEalNc NG Li' L- Li L- 30 OR LM 16'-D' 18'-W 18'-0 I 16 -0 35 14'-10' 14'-10' 1S'-2' 16'-0' - 1J - 4'-2' 16'-2' 13'-1- 13'- ' 3'-4• 14'-Y 50 12'-8 13'-T 55 I1'-10' 11'-f0' 60 1I'-4' 11'-4• 11'-7- tr-4• 65 70'-IO' o---10' 70 10'-61 10'-8- 10'-9' 11'-5' 75 10'-1" 10'-1' 10'-4' 1V-I' 80 1 9'-IO' 9'-10' 101-0- IV-91 85 9'-6• W-8' 9'-9- to* -5' 90 V-3• 9'-3' 9'-5' 10'-I' 95 9'-0' B'-8' 9'-2' 9'-10 100 8'-9- 8'-4' 9'-0' 9'-T 105 8'-7' 7'-i I' V-9' V-4- 110 w-4• 7'-7' W-7' 9'-r 115 W-2- V-3' V-4' W-11' 120 8'-0- W-11' 8'-2 8'-9' 125 7'-IC' 6'-8' 8'-0• 8'-41 130 7'-6• 8'-ar 1 7'-70' 1 8'-7' 135 7'-7- W-2' 1 7'-9• 1 7'-9- 140 7'-5' 5'-I1' 7'-7' T-6' 145 7'-3- S•--9• 7'-5- 7'-3' 150 7'-2' S'-7' 7'-4• 7'_O• 155 7'-0' 5'-5' 7'-2- W-9• 160 W-111 5'-2' 7'-1' 6'-7' 165 W-10' W-1' T-0' 6'-4' 170 6'-9' 4'-11' W-11' 8'-2' 175 e'-7• 4'-9' V-0' 180 5'-10• 18s 6'-5• 4'-6• e'-T 5'-8• ISO 6'-4' 4'-8' W-W w-6' 195 6'-3' 4'-J' W-5' V-5' 20D W-2- 4'-2- 6'-4' 5' -r 205 e'-t• V-1• 6'-3' S'-1' MAXIMUM SHUTTER SPAN "L+" OR "L= (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES. ONE HV LOCK & NO . LOCKING ROOS (SEE NOTE t) om m" CONCRETE A wow WAU ATIONS .A ('04 T 7 _ WALL a08N11NG FLOOR/CDUR7voUNTING L+ W L- 30 i8'-0' 1b'-0' 35 14'-10' 14'-10' 40 13'-I0' 7i 1 O' 45 13'-1' 13'-1' 50 12'-5• 12'-5' ' 55 III -IQ' 11'-10' 60 11'-4' 17 L-4' 65 IV-10' 10'-10- 70 70'-8' 10'-6• 75 10-1- 10'-1' 80 9'-10' W-10' 85 91-6' 8'-8' 90 9'-W 9'-3' 95 e'-0' W-9- too 8'-9- 8'-4- 105 W-7- 7'-11- 110 6'-4' 7'-7• 1 T5 8'-2' 7'-3-' 120 6'-0• e'-11' 125 7'-10' 8'-8' 130 r-8• 5'-5' 135 7'-7- W-2' 140 7'-S' W-11- 145 7'-3- W-9- 150 7'-2- S -7' 155 ' 7'-0• 5'-5' 160 W-1/' W-2' 185 6'-10' W-11 170 8'-9• 4'-tt' 175 6'-7- 4'-9• too W-8' 4'-W 185 W-5' 4'-6' 190 W-4- 4'-5' 195 6'-3' 4'-3• FOO L . 6'-2' 4'-2- 205 6'-t• a'-1' P.E. INCT I 1 ARON LEGEND CONCRETE & WOOD MANSORY WALL 1, 2, 3 1 W, 2W, 3W. UNTING F & 4 4W, 5W & SW R/CEILING 5, 6, 7 Bw. 9W & UNTING & 8 10W A MAXIMUM SHUTTER SPAN l+' OR "L-' FOR INSTALLATIONS INTO WOOD SHAD. BE LIMITED TO 110 Pet. DFSICN LOAD. t CORNER CDMMMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING'SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION ¢2 NOTE 14, SHEET 4 OF 14 T111T TESTING & ENGINEERING COMPANY 1 N.W. 3M, 3t, III% 3M VIA" GARDEM, I1Dw01 33146 Phon.: (305)8?1-1530 . Tay, : (305)871-1531 . maH: 8lbeooaeLeom E9-OOM19 WALTLR A. TUIT Jr. P.C. FLORIDA Ua 4 44767 " (11 L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN.LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/60TTOM)•OR FLOOR/CEIUNO: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN. •L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN tOAD, DETERMINE MAXIMUM SPAN -L-- FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE MINIMUM DETERMINED SPAN BEI PEEN 1+' AND 'L-'. COMBROONrr.N ITBEIWEEN WALL MOUNTINGS FOR W/ POOR/CEWNC MOUNTINGS: FOR A GIVEN POSTIVE OESICN LOAD: DETERMINE; Ll+. MAX. SPAN FOR wALL MOUNTING INSTALLATIONS. L2+- AIAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Li-- MAX. SPAN FOR WALL MOUNTING INSTALLAnaws. L2-- MALL SPAN FOR FLODR/CBUNG MOUNTING INSTALLATIONS, FINAL MAXMUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM BCTWEM 'Li+". %2+'. 'Lr AND '12-' EDULE VATH FINAL MA AIlOWASLE SPAN AND 4) GO TO ANCHOR SNEGATM DESIGN LDAD TO UN DETERMINE MAXIMUM ANCHOR SPACING. F.B.C. BM TAMCH. mc. "m Nr.'rmnea W. xvr:wa ri. aael (ASSA #26) PHONE. (JO5)82J-4604. FAX: (JOS)826-7979.' n Hich Velocity, Hurricane I 02DW EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV ACCORDION SHUTTER T3mth, MPA=r&o9ShuttwSY9t®. DRAWING No 09-011 ALLoN l POwrs,wcSWO-W MEDm-ma u.xamy SPAN QQ (SEE MOUNTINGS 1, 1, 7 do 4 ON WALL MOUNTING 2 1 . rllul * SEE ANCHOR SPECIFICATIONS ON SHEET 11 WALL MOUNTING 4 aammnonc>.©aa®sannnr�nm®�nnnonm®mono®a©®moivavv®®i�r�u�ac�u asmmnnnnra tamimiac>runr3 ®®irnno�nniiv ®mim�aunno in®mnnnir�o <n®m�nn�oc�o QmiDOnnOR7 ED®sa00nO©Q!®0nn0[�[�t7�®mnn©nail!®�Ivoi[aQatn®iDE70��lQ �fmmOnn�O Q®CiY[�[�10i�E�]iCl�IL7i7[10[�DiL!®Q7000n06!®iDi�00[�L7tnmmi�70t�0[•� �i'fJ®mOn�nm Q®mnnnn[i®®[L•1nQ[�R•�[i iL!®IL•�0[>©Da fi>A®0nOm0aQmQ]QnAnQ ILlimiD000DD Q!®mnn0®Qa!®�nn[�nn iA®It'•�iI�Di7QR■ iL>lmian�EzJCad�®a�nvinva ©mmr:>.o�oQ ®®mnnn�n m®inoivnvo to®�[�nvva m®mnvv©v m®mnonnm ¢>,mmvono®m®i�vvvoca sn®mnnnnn itli2:i.cJ•n®v�■oi ir�mm�nnvoiea mi®mnonv© u�nmlFan�nn 0®nnnnnQ ®®nEaoev>d m®r��amva a is®n1f71r�¢inCs ��inmmnome�n IL/min0000C■in®iD00�©Qm®00[lt0[i©i>vi®riiI�[�OnaE[�®00[7©I�OOm@L•7000® inmm�anmoioali®mmrinc>�t�an0m�onor3r�tntawannvommmr�v®aa0mmii�ir��mv mmmn©v oi� u�®mnomov 0®monn©a ¢��:�iQiwv nn in®r�oimova iL�®moo©ova tnmmnmvva�ra®mdo��anmmimolinrivoi ©®mv©QnaOmmonoraor mmiavnm©�a inma�Eauo oQ a�msannr�nn as[a¢>,nn�Qi�ea sa®�©v000 inmmnoa as m®<nnnlvna a�mmoove>rn 0®�nnc�>v�a ��r>.ovvioisa mmm©QOi�Q mmomo ovn ®mmm�o>vvv tamiamrcirraeao aii®mv�©nv0®�nn�nnm®m©vvvv ®>�mv�oovm®mir�nana tnmmnv o■nQ ¢�mmnnQaioia� m®mnn�soo sa®�®oQeao in®mnoi:aa tam0ot� ©va a�®0n®ivvvtn®�oianonmvvvavva®�ar�ri©Qiavom�nc��voav �mmc�r�nQnn mm�©®vvv m®ian�vvQus®innnvieivm®v�saviara ®®moirsa�voi®®gin®oinra <nmmr��ravo ®�mnnnnia®®mnnoivom�000ianam®mmi�aaioa0m¢in�oi�oi m®omorvvv m®mvooQvaaml�nn�aQQmme�croQOQmomr�oiooio�m�®mvocav ®rat�t�oiolvor m®mvvv�av a3®moannQ tam©�oiQvo m®m vvvav wmm oeaoov mmmir�ianon m®mnraovo mi®min000rQ in®�c�nnoQ in®mi ®raraQQ to®Fn �niooa �®mvvavQO®�vovoQamr�va�oicroiom�moivravcrm®i�a�aoovv ®inm©Qa�nna iDm�o>von>v m®moRaovv ai®¢araoiisavv m®vovvvo ®®mvvvvoi a®�v0000i ®ifannavvo n®mvoovn in®En o�aiviaa m®©oo�■saa ®®onQVQn as®mm�o�aa iamOQY000 to®®OOl3vii is®�<aOQi� 0 ODO�i000Q �<f7AQ0ta0ly �QO�iv000 a�®®ovvvn as®vovvvo sa®mvvo>vlra ®®vovvvo inr®mvoraeaai ®®iaosai�avv ®mr�ovosso m®mnnann 0®�nnnsaoi aannnvvav 0m�voiaio�a as®�onsaoa rrrt®m�ac�;an�I t»mi �ovnna mmvonnno �m>vvvvon c�Immtvv®ioo �a>t�mnnvoQ mmvaicaovo�®mvvvivofa®�vvvva®i�voovvom®au�asavvommraQaaoon r�mc�vvo��aoi a�®mioivvva m®�vonan far�vovaiQoi a�m�a�avna rr�rrifa�vonvv famo�osavnsaa�i�vvvvoQasmiQrtavnninnre:ao�aaa�onn�iaioAcar�nv�ar�oQaovv famovvvoom®vv�aov�asa®sasaraicaia�amr�ii�vv�avva�®oivvvvv®®vvvoov ®mivnononta®Rsnva�raniasaot�aoi�avomvanonov m�sa�avvvviom�onno>'ai�a mvisaQra�aviv tr'� �■ranvaAa asfsao�svovv ®ocaovoQv � vonarvvv �o>vaoovv ioaivvoraavrr�uavivvvvvomvovvvo��aa��avivvviaoia3voovooira�rm>vvvvovv aQQnoQon 0 ravdvvao asorisaysmsalsai mr�Qovona m�aalaraaQv ira�arQolo�osao .- -hLI-E.-C-0- -" - 620-05-E&SMN NVAL SUPPLY. INC. —9 . TILLIT TESTING & ENGINEERING COMPANY:sa�■Iaa�■■r PHONE, (305 623-4604; s DRAWING No . w,an.: (sos)s:,-ieao �:: (sog)aT1-lS31 ) •. .-mai4 ex..eo.a.FAX. • (3O5)626-7979 3 09-011 t ®-000w WAt,TER A 1iWT dr. Pi. 6 S U0' f 44107 P.E. SEAL/SIGNATURE/DATEa 1 OH OF 14 :L a61 Z n �„—.... :Lf rf; -fvf a ,.• ilIL \1' fa: ' a, :011 L7: :INML r a •. r r iLliY�rl7vi�o�c�c� rn�avr�r:A��v� �rar��'i�r�t�e�ur� aim[riE�oQvv 0®mEaovnn0®®' onnnnmmmaenaQvu�mmlEsolnoQ m®¢avvvvvtal®m%%�vonm®mlovvoc�ai®mododo aam0onnr�ln ®mmvolr-�rix� ®r�Enmoai�v 0®von®m® 0mmannnv mmmnnno■n m�mionnnm ¢a®mnnlou© 0m0vonnn tammonns�■v m®mr�vvvv mmminlnlnnv a�mmnoranca v�mu�nvEanoi 0ma�ornn®m ®m®E!]nn1[lnFf ®mmoovn®mmmovvvommmvvvv®m®0anona 6!®i000n17t� ®®kT7E7nE�0[3 ill©mndnnn m®iT�s0i�i7[I10 �1TIf®mnOm©0®mIT�OnnO[30m�n®EI<7[A©©m0Qt7EAE170 NilmIL7WE.... 7miI7EAadOQillml7�ODE�7©®Q!®InO�[�Q3td� mmmnnnnn ®mmolnnnol m[�a�nnlanl®m®mnnnon 0mmino�r�■mm a�mmor:>tr�ron alrmmin�l©mQ ®mnr�lar�©Q ®m¢�vor�©v mmmnnnon 0mmlr�r�m©©uimmcar�©®© 0mrnonnon ®mmn[7f11I.7r�n mmml�nol0m m®mnn�m n 10®mnrinnQ a)1mr•:�r��o11o■Q mm��n©iL11EiQ ®1amm1n1��o1Q a�11a1avnnnQ ®mmnnonQ m�monvoQ 0®laanr�©Q n�nOQ®mm' ODnQQ�®�0©�QQI��O���QQ ®®m0' Iammir�®®vv a�mmniovQiQ Inm�omt>1�aQ m®rsn©oQv mmmonnQQ a�mmonnQQ tammonoQQ ¢�lmmnr�ana1a11a■ m¢�tl�a�r�mool �r�a©onvo ®®mnlr�ril®QQrrsmlo�rnnlo�sar� ®®mv�viaQm®mnonvommnonvoQm�omm�wcaQ 0mmindrr�QQ It!®mdvaQiQ mminoir��cno rr�®an�o nQQ ®mn�Ol000t7fmfal70nQQ �33ET3On0©QQ i�i[�i®�®®QQ • mmoloo®QQa31m1annoQiQ®�r�Im�mQolr��m�■c>to1QQ m�OQf�mQQ�L7®minnnQRa RlmF@np©iiQ 141"mmnmmm tam®1[�Osaoleam®m�an�avQ m[pm®®asav ��Inv®1vo1Q Rlmn�7m000IDm�00QOQ®m' �0©OQQ®nn®DOQO �m�' nnQQQ�mm' OOQQQ �m�®nQQQ �®m0®�QQ ea�n�,�©iraQQ ®�0r��1m000a>t®mnnQQiQ�nlc3n©mQosa maw®I<avQvaim®mEaloroQQ ®vv®oQQo mOml�®wGasc■o1 FL7[a0t3�DQiiQ�mmn[7000 iDmmit7[7QQL71Llmnt�ln000 ��0©a0f7Q0�0if7000Q 0®©iC�QQQQ Elm®®QQOQ ' m®1v®savoramlma�vo�Qravm�Qac�r�caQlcaQml�©alovQor a�mlmoQalolva>tmlauvl�aiol�a mmnc�lvlasa>v man�oQQQ�a, ®vvoQsaQo u�mmvvvoQ vv®oQ>vlvv vvoQQvoQ, ' �mwoQQQm®mQQQnQzw©QQ>v1wQ�o�000QQ, m®mQra1o11Q>v ©mmoQvolor a���oQr�aoQ m�>v�araQv�a mv�oolQ®oaamaaoloQQQ mr�ro■1�Ar�■tva®vlu000lov�� ®®mQvov� m®voQQQQ n�®olvocav �a�remvvv�av _ �®o1000QQa�mmQOQQQO�st�QQWooQQimf��QQo�Qm : No. 44167 % ;t a P.E. TILT T TESTING & ENGINEERING COMPANY IS N.W. 30N. SL. Sit. 308. VINAALL GUMS. FLOM 3316a Phan* : (305)871-1330 . Fait : (305)871-1631 ■-mall: Ulte0e0aaLa4m E111-000019 WA TER A TILUP Jr. P.E.FLORIDA Ua. / 44187 •NOTES Oti ANCHOR RE,QUIREMEh"5 POURED CONCRETE OR CONCRETE BLOCK SUBSIMES 1. ANCHORS TO WALL SMALL BE AS FOLLOWS: (A) TO EOSIM POURED COMM (Men. I'a - 3 IuQ 1/4'0 TAPCON ANCHORS. AS 4ANUFA WRED IM LT.W. RA W/ RED HERO. - 1/4'4 x 3/4' ALL POINTS SOLID -SE ANCHORS AS DWRIBVIED 811' ALL POINTS SCREW. BOLT & SPECIALTY CON PMY. 1/4Y — LT AN.. As MANUFACTURED WY POWERS INC. VOTES A1) MNMUM EMBEDMENT INTO POURED CONCRETE OF FAPCON ANCHORS IS 1 1. 2' FOR WEDGE —SOLI ANCHORS. A2) MINIMUM END ,FM n POINTS SCUD —SET ANCHORS SHALL BE 7/8• WHYTHE POURED ME7R BOO SE000O SHALL BE PFANRTEV. 1/P a-20 S.S. MA@PNE.SCREW USED SHALT. BE I L/2- LONG MNNUY SHOULD STUCCO EXIST, AND i- MINIMUM FOR WALLS- WH NO 6'O/CCO. A3) N CASE THAT PRECAST SCONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE_FOUNO ON THE EXISTING WALL OR ROOK MOTORS SNAL BE LONG ENOUGH TO REACH TIME MAIN -STRUCTURE DO WD 20 WALL FD89ff5. ANCHORAGE SHALL BE AS UMLICOED ON NOTES A1) i A2) ABOVE FOR INSTALAI"S ON mmm SIDING -OR WE CONSULT THIS E OI NGUIL . (8) TO EXISTING CONCRETE BOCK WAR• 7/4'0 TAPTAN ANCHORS AS WINUFACAIRED BY Mill. RAMSETI RED NERD. - 1/4'f- x 3/4' ALL POINTS SOLID -SET /NCHORS AS INSIRIBURD BY ALL POINTS SCREW. BOLT & SPECALly COMPANY. - 1/00 WEOCE-BOLT W/ TAP# BLOCK -PLAID ANCRORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS. IS 1 1/4-. BR) MINIMUM EMBEDMENT OF 1/4'I x 3/4' ALL POINTS SOW -SET ANCHORS SHALL BE ENIMMY EMBEDDED INFO THE OONCRETE BLOCK NO EMSEMMER INFO SMCCO SHALL BE PERMITTED. 114- 0-20 S.S. MACHINE -SCREW USED SHALL BE 1 1/2' LONG MLIIMUM SHOULD STUCCO EXIST, AND T' MINIMUM FOR WALLS WIM NO STUCCO. THE EXCONNG WALL OR CASE MOOR ANCHORS SHALL STICK ECAST BE LONG CONCRETE UGH�REACH THE PAYM OR AW MAIN STRRUCIIM 8WNO FOUNDEER BE WALL FlHISEES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) t e9) AB17ME FOR INSTALLATIONS ON VDK SIDING OR EFS CONSULT THIS ENOMM (C) ANCINOAS SMALL ICE INSTALLED FOLLOWMO ALL OF THE RECOMMOATIONS AM SPECIFICATIONS OF THE ATNCHOIYS wwUFALTUREA. „ (a) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELORRNSHP FOR ANCHORS. EDGE DISTANCE VERSUS SWNQ FDR ANCHORS MAXIMUM MCHOR SPACINGS ME VALID FOR 3 1/2' EDGE DISTANCE FOR 1/C� TIVPCON AND SM10 SET AND MEDOE-BOLT FOR E D. LESS iMN E ABOVE YENBONED. REDUCE.ANCNOR SPACOlO WT MULTIPLYING SPACING SNOMH am SCHEDULE sy THE FOLLDWMO FATOILS. (NOTE Mtn. E D. FOR ALL POINT SOLID SET ANCHORS IS 31 REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACIA'6 INDICATED FOR EACH ANCHOR TYPE. ' FACTOR ACTWL E. D. MTGCE-BOLT !IV# TAPCON SOLD SET IAIL SPAM . ar MK L ALO - r wK SPAOM - 31- 3' 0D3 - 0.78 2 1/2' 0.46 - 2' 0210 - - - 1 1/2' - am - F.B.C. ETAL CH.sm 1W6 W:'.aae94* O , 1904X�K R ,3a, (AM #26) PHONE'. • (305)823-4604, FAX (305)826-7979 ® 2008 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV ACCORDION SHUTTER aD ORAVJWNG No 09-01.1 1. ANCHORS TO WALL. FLOOR OR SOUR WOOD SOFFIT WALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCNO M AS NANIIFACMRED BY I.T.W. BULM W/ M91MIN EAMNENT AS IMAGATFD AT EACH SECt10H ON SHEETS 13 R 14. MC.'E'PIION: SM NOTE 2 81LOW. 2. A4CIOR4 TO HOLLOW CL1tR0 swL BE AS Put MOUNTING TYPE 7W, SHEST 14 AND &HALL CONBIST OF LAB SCREWS AS PER NOB 2006 5PE=QkTWMS. S. SUSSIRATE SNAIL COW OF THE FOLLOWING: -SOUTHERN PLANE Na 2 W/ O-045 (aLDs) -DOUOIA9 FUR W/ 0-0.00 (KCAL) -SPROCE PINE FIR NORM W/ 0-0.43 As.)) -SPRUCE P26 FOR SOUTH W/ 0-030 .9j -YW, i/e COX PLYWOOD (1985 APA) 4. ANCHORS SHALL BE OWAUED FOUOMINRF ALL OF THE RECDYOIE2C11KKS-MD SPECFlCATIONS OF THE INCHOWS LAND►/CRIRFA. 0.4-4167. • .CF t�lSTATE br . N , e P.E. TILUT TESTING & ENGINEERING COMPANY 65 H.W. X0, SLA St. 303. W4 M CAPAW, FLORtOA 33166 Ph•e• : (303)971-1630 . Fes : (305)B7T-1631 e-moOr tat.00.0.ewn ED-0005719 WAL7ER A T U ff .Ir. PZ FLONDA U0. 1 44167 F.B.C. ENETALMCH, mc. V"Af W. M.0000 "Or. NYRAN. n S1D1 (ASSA #26) PHONE' (305)623-4604, FA4X: (305)826-7979 ® 2008 EA4IFAN METAL SUPPLY, INC. MAXIMUM IMPACT HV ACCORDION SHUTTER B.d.-HVlACCOAUon&-ltw system as DRAWING No 09-011 11�1 ENSTNO MN. ,2'x4' WOOD XDER REQUIRED 1' MIN. PLAATTE 1�1 1 d-FIISH INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4.0 TAPCON W/ 1 1//2' Min. 1/4•r TMOON w 1 I/2' uln. T40 PENETRATION OF D HAI7IR AREA PENETRATION OF THREADED AREA TO E7IISTOtG WOOD HEADER TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 12) (SEE SCHEDULE ON SHEET 12) 1/4'0-20r3/4• S.S. MACHINE ] I' MIN. F ax© SCREWS W/ 1/4'-20 NUTS ((��..------ssS�EPARATION•-- tJ TO GLASS 1' Y7ri i J IX15710U1n It , . n I r'� E * \ _- I'/ -G 1 — ` E7QSTMC MtN: 1 t-2'x4' WOOD ] HEADER REQUIRED 1' MIN. EXLSIING EPARAl10N-- EXI571NG 1 CLASS a fill v 1 WOOD �PLLATE 1 n Fat © REQ'O. 1/4'0 TAPCON W/ 1/2" Mfn. PENETRATIONL 1/!'0-2Dx3/4• SS. MAGH9tE OF THREADED AREA NTO PLYWOOD. SCREWS w/ 1/4'-20 NUTS (SEE SCHEDULE ON SHEET 12) _ O 12' O.C. 1/2' MIN. CDX PLYWOOD REO'D. 1/4'r TAPCON W/ 1/2' Mln. OOSTINB MIN. 2'x4 STUDS O 16' O.C. " REWD. PLYWOOD TO BE I/2' NIX. COX PL TION OF IHREfiDE4 AREA INTO AITAOHED TO STUDS IN ACCORDANCE WITH SECTION =8 OF THE F.B.C. PLYWOOD REO'D• WALL KNISH (� SCHEDV E ON SHEET 12) 4® WALL CONNECTION AT BOTTOM ® WALL CONNECTION AT QQMJ 44167; 4 ez T1LUT TESTING & ENGINEERING COMPANY KW. 36K St. WA 303, VIRMA GIAMMl RAMW 33i • Ph": (305)07f-1830 . For: (305)871-1531- •' 1 �' gyp•• .--ma9: 10t".00.1— A LRI r E8-004 WAL7ER 13LLIT 11E dr. P.E. `.•. FLORIDA Uc. / 44167 P.E. SEA0A1_dNAT-_URE/DATE em SHEET S FOR TYPICAL SHUTTER ASSEMBLY 2-61OUNINO SECTIONS CAN BE CONOINED IN ANY WAY TO SUIT ANY INSTALLATION. OR 1/00 TAPCON W/ 1 1/2' Min, FIENETRATION AREA TO EOSTING WOOD OF THREADED PLATE . (SEE SCHEDULE ON SHEET 12) 2S4' COAT. SELL PLATE REQ'0. ® (ALL CONNECTION AT BOTTOM M 1" MIN. 4/4•�-3/4' S.S. MACHINE PLATE .?c; SCRtiYS LtSNG 1/4'-2O NUTS ' O 12' O.C. 1,D•� 1/4'/ 7APCON W/ 1 1/2' M{n. PENETRATION OF iHREADEO AREA O MEOWIOTH OE WOOD PLATE. (SEE SCHEDULE ON SHEET 12) ZONNECTION AT BOTTOM F.B.C.{Non High Velocity Hurricane 7 0 2003 EASTERN META(. SUPPLY, INC`- MAXIMUM IMPACT HV EALCIL INL ACCORDION SHUTER f.. B MMACDWiunShumSy9= \\ /&M #26) . N. DMWPTIaR DATC Oman F.P. 71' 1 as a.au a/w/a DATE: 01/30/0 PHONE' (305)623-4604, 2 DRAWING No FAX: (305)826-7979 3 09 — 01 1 E:J ■It� 4'a8' 0,110 EXISRNO WOOD EDGE OF APPU SEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD SEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ' E%ISIING WOOD ARCHITECT PRIOR TO SHUTTER TRUSSES OR INSTALLATION. RAFTER O 24' ' O.C. REQUIRED , XISTING,SOFFIT 1/4'0 TAPCON W/ 1. 1/2' Wm. �/4• Mar. THK. PENETRATION DF THREADED AREA TO EXISTING WOOD BEAM. /S' CONL ALUM. TUBE (SEE SCHEDULE ON SHEET 12) TB ALLOY) W/ (3)3/15'0 4EWS 70 EACH RTF(ER OR LOCATE LAG SCREWS AT MIDWIDTH OF EXSPNG WOO E ORO 8 MEMBER. (r Mitt. WMNFL I OPEN HCIE AT EACH WID'M) W/ r Min. PENETRATION I STUD TO ACCEPT I OF 77FFffRFAOED AREA. VALID FOR 1 • 5/16*0 LAO SCREW INSTIQJNION9 WITH 72pa1 MOO:. AT CENTER OF TUBE DMCN LOUD AND 9'-0' Ukr Dm-RING SPAN. THIS INSTALATIONiS ONLY- GLASS --•I VAUD FOR WOOD W YIN. 1 1 11 MIN. SPECIFIC GRAVRY OF 0.50 AS I I DOLIGM FIR OR SOUTHERN PINE NO2• OR 1 EXISTING I 1 TAN. I TO C1A55 ® HMOW- CEILING MOUNTING INSTALLATION ® SOFFIT MOUNTING INSTALLATION I I I I 1 1 1 1' MA I I DGsrDIc ~ O TO TI1�SN I t I 1 ALTHRIIA I o�anw( 2"r4' NON. WOOD STUDS. 1/4•# TAPCON (AS APPLICABLE) \ / -ANCHOR O O.C. • • I MI W/ 1 /2' MIN. \\ ENETPATIAIM W/ WALL • / STUD OR M FINISH .: / 1/2'11//P22ENETRATION •"' EXISTING Guns \ h PLYWOOD IMF NO STUDS MT. r / \ I' MIN.':"^"°.'"-.G'r..>.•::.'m _ _ _ •` 1/2' MIN. CD% PLYWOOD. 1/2' MIN. ` /tOx1/2' S.MS. O is' O.0 (DOROOR CCR DR QORQr® END CONNECTION DETAIL 1 W & 4W ra4' MIN. W D /4•• TAPCON ANCHORS STUDS READ yy/ 1 1/2• MIN. VOSTING GLASS PENETRATION O le D.C. 2'xB' MN. WOOD 1 pQyyOzS//4' HEX 2 NU4 I DECK REQUIRED @ • I ]/ YI SYASH>R HEAD TEK A=FININISH rxtl• MIN. WOOD DECK SCREWS O 12• o.e ��: _ REQUIRED (NO FINISH ALLAWEp) ..'M1.�.;�•.t.5.,,' ^I. •�•z EDGE OF DECK IF APPLICABLE EDGE OF DECK 1 - lIF APPUCASI.E �-- OF \V" /�®� FINISH /4'0 TAPCON W/1 1/2' Min. PENETRATION 2' �• �� 61E DR �Rt!!'® F THREADED AREA INTO WOOD DECK, 1/4-0 TAPCON W/1 1 MN. PENETRATION r MIN. SEE SCHEDULE ON SHEET 12) of TNR)•ADm AF A INTO WOOD DECK. END CONNECTIO DETAIL W T-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY (SEE SCHEDULE ON SHEET 12) 9 MBINIED YIIr TATALLANI FLOOR CONNECTION a rY TO SIT AANYNS 10 FLOOR CONNECTION ....� F.B.C.(Non High Velocity Hurricane Zone =' / , 0200a EASTERN METAL SUPPLY. INC. r ~� •' • • • • r �� � � t3�s• Cy�ildTACCORDION MAXIMUM IMPACT KV • A�• 4Q � 47 : ma's ° 770--Lrg�—;q CH. rum%.-___ SHUTTER 'tETAL I c - YN• 41r •M0r1a m NMLfM4 M1 1nOU Bmtb.-M Ac=r& Shall A.I+Z•=�"DL �.%' LCBTl9aT ��26� . N 014CRI17WH DATE Dmen F.P. • • P; TILLIT TESTING de ENGINEERING COMPANY S3u NA. Sat. S.. SIr. 305. NRMIA 0/ROFFa. FUCOM 3316M t m 01-0I4 o1/Fo DATE: 01/30 08 2 DRAWING No ! ' PLwIw : (305W1-1530 . Far : (305)ST1-1531 •- 43; tuh..6.d, y; PHONE. 305) J-4804. 82 FAX 005)926-7979 s ED-OOO671D ps"01 4 P.E. SEAL/SIGNATURE/DATE WALTER A r= Jr, P.IL FLORIDA ua 0441sT SHE F 14 a 045 FILE COP' �b ra*"-