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WS-08-1154Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 107808; Permit; Number: ISM - 6-08 -11154 Scheduled Inspection Date: April 16, 2009 Inspector: Bruhn, Norman Owner: SANGUINETTI, IRIS Job Address: 369 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Windows /Shutters Inspection Type: Final Work Classification:.ihuttafs �42e eJ Phone Number Parcel Number 1132060135770 Phone: 954 -979 -2137 Building Department Comments Passed `9 ` gr, 7...„, Inspector Comments CREATED AS REINSPECTION FOR INSP- 107027. CREATED AS REINSPECTION FOR INSP- 88163. N. hutters installed NO SHUTTERS INSTALLED Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. ^ - -- ., _t nn 36g- 71T9 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): � gGgIIC�I}�jm MAR 3 0 2009 jJ BY Permit No. WS- % -- O8 - 11514 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) IRIS Stom)fru(IJGTTI Phone # 5- 44,1 -a1q Owner's Address 6cI 136 q "i-kh ST. City b1llArY1 t Sf-cQE3 State , Zip 33132' Tenant/Lessee Name Lire Phone # Job Address (where the work is being done) Bei oe Q -F-i6 T. City Miami Shores Village County Miami -Dade Zip 3313S- FOLIO / PARCEL # 1 l 3 off. 06 0 1:3 5'7 "10 Is Building Historically Designated YES Contractor's Company Name NO "[} (°bmE Per firlten6 (CES Phone # 416( -33% bgt171 Contractor's Address ( � RO 67E • p City Tr m9 Qualifier Name State Certificate or R. Architect/E Value o Zip y36(b Phone # 66ti1 -33C.- O8 C° 1 - hCCA�tiS� Certificate of Competency No. f applicable) Phone # is Permit $ Type (AN Describe Work: AX,- eI:1z DAddition (Alteration Square / Linear Footage Of Work: 4' ['New ❑ Repair/Replace ❑ Demolition k DINJ I05 i hui i 14 IpAC.T RS ******** ** * ** ** * ** * ** ** * * * ** * * * ** * * * * ** Fees* * * * *, ******** ** * * * ** * ** * * * * * * * * * * *** * * * * Submittal Fee $ Permit Fee $ �- a CCF $ CEO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ (f). Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 41. CO See Reverse side —+ Bonding Company's Name (if applicable) I�FF Bonding Company's Address City State Zip . Mortgage Lender's Name (if applicable) Mortgage Lender's Address . l City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Ali'F'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature ` 4)PaT CetTeeetyvi OwnmolAgent The foregoing instrument was acknowledged before me this ,Q(P'$+ day of iVtfgCt -1 , 2061 , by REl)I'1Th 514-10m1 who is rsonally known to me or who has produced f As identification and who did take an oath. I, I NOTAR PUBLIC: Sign: Print: M. MORALES MY COMMISSION # DD 662098 EXPIRES: April 11, 2011 Boded I hru Budget MINN Services v1/1 '1Mar My Commission Expires: 611 l _tot 1 APPLICATION APPROVED BY: (Revised 02/08/06) Signature Q Contractor The foregoing instrument was acknowledged before me thiscP day of 200 e by who is known e or who has produce as ident' NOTARY PUB Slat: Pri pOBGc SHAG MISSION # 11 MyCOM Apr. 5,2010 EXPIRES: ser ce 0m 9s•O153 f-lort My Commission Expires: * * * * * * * * * ** Plans Examiner Engineer Zoning JOB# THE -HOME DEPOT AT HOME SERVICE SHUTTER INFORMATION SHEET Build Height 27 Name: Iris Type Of Anchor Specified 1/4 TAPCON Type Of Construction Concrete Block odcr c��. No. Open. Shutter Type Pt NW • Shutter Product Approval No Shutter Length or Spam CV Vertical Opening Size Edge Distance Opening Design load Glass Shutter Anchor Spacing Shutter Anchor Spacing Horizontal Width IN Height IN Zone ( +) () Distance Separation Mounting Detail TOP TRACK Mounting Detail BOTTOM TRACK 1 • ccordion 07- 0125.10 104 Vertica 7 100 5 3" 53.8 •72.0 3 5/16 • = - it # 1 8 Detail # 3 10 ccordion 07 -0125.10 83 Vertica 56 79 5 3" 53.8 72.0 3 5/16 Deta 1 10 Detail # 3 7 3 ` ccordion 07 -0125.10 92 Vertica 32 .. 5 3" 53.8 72.0 3 5/16 Detail •. 10 Detail # 3 4 4 • .. • rdion • 7 25.10 92 Vertica 53 88 5 3" 53.8 72.0 3 5/16 Detail # 1 ' -, 10 Detail # 3 4 • • 07-0125.10 66 Vertices 32 62 \5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 Detail # 3 10 4 6, . , , • rd 7 s 25.10 98 Vertica 62 94 3" 53.8 72.0 3 5/16 Detail # 1 10 7 ' ccordion trr -if` 25.10 ' 51 Vertica 56 47 3" 53.8 72.0 3 5/16 . Detail # 1 10 Detail # 3 10 ' ' rdion -0 125.10 51 • Vertica 27 43 " 53.8. 72.0 3 5/16 Detail # 1 0 Detail # 3 10 ccordion 07 5.10 : 5?- Vertica 27 43 5 3 ' . 53.8 72.0 3 5/16 Detail # 1 1 Detail # 3 Detail # 3� 4 _ 10 10 f .cclydion - > P7-01 c � ss Vertica 34 61 5 3" 53.8 72.0 3 5/16 Detail # 1 10 1.1 ` rdion 07 -0125.1 +\ - <fa Vertical 26 39 5 3" 8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 12 t * .+ rdion - :91 .10 Vertical 32 56 5 3" 53. 72.0 3 5/16 Detail # 1 10 Detail # 3 10 13 - ca,rdion 07- 0::».10 Vertical E 'i'ill 3" 53.8 . 72.0 3 5/16 Detail* 1 10 I. =tail # 3 10 1•1 ' rccrlydion 0 -0125.10 WWI. Vertical M. Y j r1i 1 It .0 3 5/16 Detail # 1 10 D= # 3 10 1 «,. • rdion .07 ' 125.10 _ _ 64 _ _ \ Vertical 6 3" 53.8 72. c 3 5/16 Detail *1 • 10 Detai 3 10 16 rdion • .7 25. 0 MI25.10 _ 66 ROE IL rtical 1' • 62 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail #', 10 17 • ccordion Ve 32 5 3" 53.8 72.0 5/16 Deta I 1 10 Detail # 3 10 1 • r't`n• �• - 07 -0i 25.10 ' 66 Veit = 100 62 5 3" 53.8 72.0 16 Detail # 1 10 10 Data I # 3 Detail # 3 1 • 10 19 ccordion 07- ,25.10 43 Vertical 30 39 5 3 53.8 72.0 3 5/1 • Detail # 1 20 ccordion ' 7- 0125.10 53 Vertical `' 491_ 5 ' 3" 53.8 72.0 3 516 Detail # 1 10 DetaiI 3 10 21 ccordion 07 -0125.10 56 Vertical 1 52 °' S " 53.8 72.0 3 5/16 ' stall # 1 • 10 Detail *3 if v1ift._ !l !II 1 NOTES: gernalIt* SPLI11 S i - a.1 Ern OR(&(o . PIE...Rm 11" ( 05r 1& S1Y4 L -I f--)6- - W6- C, -08-- 1.154 1 OF 1 ' �� H -� a' . ^ �N " " . � Mami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT Kcer SUBJECT TO COMPLIANCE STATE AND COUNTY W1Th ALL FEDERAL RULES ANO REGULATIONS LIMITED POWER OF ATTORNEY 81tG�r�.0 w I6.rlvic BE IT KNOWN, that t,1 5 & 601 .t 1 ( "Principal") has made and appointed, and by these presents does make and appoint THD At- Home Services, Inc, d/b /a, The Home Depot At Home Services and/or its agent fiEttIATM Sig true and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following specific and limited purposes only: To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permit for home improvements on behalf of the homeowner(s) and for the pro I rty located at: giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and Limited premises (set out hereinabove) as fully, to all intents and . . ses, as might or could be done if personally present, with full power of su l ocation, hereby ratifying and confirming all that said attorney shall la do , r caul = o done by virtue hereof. IN WITNESS WHEREOF, 1 jao ,20 0 my hand and seal this Q day of Signed, sealed and delivered in the presenc STATE OF FL ) COUNTY OF N ) NOTARY PUBLIC Co '•.„ , „••• Expires: ` OV 3 1, LA I, x t t a Notary Public in and for the State of Florida, do hereby certify that 11! , who is either ( ) personally known to me, or () who provided f/4 ,.,,r) as identification, appeared before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN under my hapcl and official seal this this 9 day of .Jt1 , 20' My commission expires: NOTARY PUBLIC -STATE OF FLORIDA ,, "`tH . Larry Burnett Commission #DD723963 o•,,,.,..•• Expires: NOV 30, 2011 BONDED TEO ATLANTIC BONDING CO., IIQQ Permit Authorization 5 -20 -08 Public ORIGINAL Ate/ �a 15# 574.65 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 IMMEEsgal bi JUN 2 3 2000 ID Permit No. W O' 111- Master Permit No. Permit Type (circle): Buildin ° Electrical Plumbing Mechanical Roofing ii Owner's Name (Fee Simple Titleholder) I9 (5 Sfk10 Ciao E T 1 Phone # —151 > 5265 Owner's Address 3(sq�T City W11/11111 SliDgES State FIDAIDA Zip 3313 " Tenant/Lessee Name Phone # Job Address (where the work is being done) 34,9 C 41 ' pl STREET City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 — 32b6 -013 a- 5 "1-10 Zip a3(38- Is Building Historically Designated YES NO Contractor's Company Name 1-ITE Hfl1 e O ' ►' AT E. 6W0( , Contractor's Address 6t1 Z2 14/18A)6Y Ro sTrE. • A City TtYYll'}N State 6.02( t2A Qualifier Name 1)V51 E is A'(. Phone# g1a-e- 336 -0g81 Zip 33i3((� Phone # -334,—b`5$J State Certificate or Registration No. C(Cc Q test Certificate of Competency No. Architect/Engineer's Name (if applicable) Airt Phone # Value of Work For this Permit $ ► (o%g Square / Linear Footage Of Work: aeg Type of Work: Describe Work: DAddition ! Alteration ❑New El Repair/Replace 61-ttrriee I'5T�4(LJ , l t ri4 C 21 ACC s rns�l, 0001 lC, ewA C4 'of) ❑ Demolition ***************************************pees***************** ** *Fees**** * * * * *** **** *x * * * * *�r* *** * * * * * * * * *** * ** * ** CCF $ 10-Y0 Notary $ i Training/Education Fee $ 3 {00 Technology Fee $ Scanning $ 1. ' ()O Radon $ DPBR $ Submittal Fee $ Permit Fee $ 356 cb CO /CC Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 5 ZS c6"- 15 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City i4' State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner Agent Contractor The foregoing instrument was acknowledged before me this 13114 The foregoing instrument was acknowledged before me thi c9 day of P� ,200S , by [3 EPITF4 SA-T tb day ofG o e a 20O , by who is me or who has produced who is e or who has produced As identification and who did take an oath. NOTARY P �ViY IC: M. MORALES r * \ * MY COMMISSION # DD 662098 f ,v EXPIRES: April 11, 2011 -9 Bonded Thru Budget Notary Services Print: Wi My Commission Expires: b _ 1 1 APPLICATION APPROVED BY: (Revised 02/08/06) as identification and NOTARY PUBL S Print C•oer Po* SHANNON LGARCIA �` (40 COMMISSION # DD537 ae4lrf'4116.,11011-11 a/P:4 re, AO: r 1 EX "ES: 7.5,2010 servlce.com pOF 388.01, .�. vide � -•' - - My Commission Expires: 7-f "- P * * * * * * * * * ** Plans Examiner Engineer Zoning LIMITED POWER OF ATTORNEY BE IT KNOWN, that <r 17ed. /04)6(601W ( "Principal") has made and appointed, and by these presents does make and appoint THD At- Home Services, Inc, d/b/a, The Home Depot At Home Services and/or its agent REAM-DA SiVrgAvVI true and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following specific and limited purposes only: To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permit for home improvements on behalf of the homeowner(s) and for the pro ' rty located at 3i; giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and personally present, with full power of su confirming all that said attorney shall la IN WITNESS WHEREOF, 1 t,44.4 ,20 ±;( Signed, sealed and delivered in the presenc STATE OF FL, COUNTY OF D ses, as might or could be done if ocation, hereby ratifying and done by virtue hereof. my hand and seal this Q day of NOTARY PUBLIC -STATE OF FLORIDA "',: Larry, Burnett •I Commission #DD723963 °••,;; .. Expires: NOV. 30, 2011 aoloa6= �a Oo ,t )- 1, tAtaiy emti , a Notary Public in and for the State of Florida, do hereby certify that � I / e. o „s t � , who is either ( ) personally known to me, or ( ) who provided 6'4 as identification, appeared' before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. _GIVEN under my hard and official seal this this day of ,j KR— ,20G d': My commission expires: NOTARY PUBLIC -STATE OF FLORIDA ,,,,,,,a",,. Larry Burnett Commission #DD723963 Expires: NOV. 30, 2011 EN HED THRH ATLANTIC BONDING CC, INA Permit Authorization 5 -20 -08 ORIGINAL MIAMI-DADE COOKY, FLORIDA g•ll'ri in I- � t' r. - CO C:t IX CO ht C.1 CO W t14..)) 0040. 3 La 4:C Ce C`i 0 Lt. LaJ C C) .4: S J This Instrument Prepared B Name Address Permit No, ``a rd ■ STATE OF F11 f24 COUNTY OF t°„' 1360 NOTICE OF COMMENCEMENT ll- 32c — Dt3 - 571c Tax Folio No. THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property. and in accordance with C'^apter 713, Florida Statutes, the following information is provided in this Notice of Commencement. .1. Description of property. (legal description of property and street address if available) IUt pfrel S}t 1ZA SEC.. I P13 Ib-1) Ll 21 CBL4 4Z, 2. General description of improvement: t�t rr� rv1 I \ /y�Y� .M`A Sn u 1 rE3 - `� LL M7 n asaiz lectoo'(- r'7Eirr 3. Owner information ( a. Name and address: IRIS U1, i(-{ 3b; tJ 6i. wt IAwi f25r 3 f2, 33155' b. Interest in property: c. Name and address of fee simple titleholder (if other tha 4. Contractor ,��" )�_,_w a. Name and address: T .. c• 0096T A'T - `b')1 , b. Phone number , _ b{,,,,,.,,ei' 8-re, • 4, - enywA. �L .lido S. Surety �K� a. Name and address: b. Amount of bond S c. Phone number. 6. Lender a Name and address: b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b, Phone number:. B. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: `I a. Name and address: AJI1 b. Phone number: 9. Expiration date of notice of commencement (the expiration date is 1 year from the specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWN COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING T NOTICE OF COMMENCEMENT MUST BE RECORDED AND INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONS COMMENCING WORK OR RECORDING YOUR NOTICE OF COM ding unless a different date is N OF THE NOTICE OF PART I, SECTION 713.13, NTS TO YOUR PROPERTY. A JOB SITE BEFORE THE FIRST NDER OR AN ATTORNEY BEFORE Signet Partn;/Manag or Owner's Authorized Officer/Director XIS SA10fr Lt oucrri Signttcry's Title/Office ititteirego• instr ment wa ac nowledged before me this day of tC 1 J(4a °�+i (name of person) as �# authority, ...e.g officer, trustee, attorney in fact) for behalf of whom instrument was executed) NOTARY PUBLIC-STATE OF FLORIDA �.a +� +.., Burnett Signature of •tary Puol:c - S ..et °t ArTti7nQk3 Print, Type, o Stamp Com 4� O (year) by (type of (name of party on to of Flond sioned ¢tafne of Notary Public 0 ;C t C- THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 3854051 NAME: hiss aN3 4 Opening Location Location Corner Zone No or Interior PRODUCT Window ACCEPTANCE or Door NUMBER Style D 06- 1121.16 GD PRODUCT APPROVAL APPROVED PRESSURE RATINGS REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Rough Opening Dimension ( +) PSF ( -) PSF (+) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED 1 5 90.00 90.00 53.80 72.00 144 96 26 78 N/A NO 2 5 (� 06- 1121.16 GD 90.00 90.00 53.80 72.00 144 96 26 78 N/A NO 3 5 0 06- 1121.16 GD 90.00 90.00 53.80 72.00 144 96 26 78 N/A NO 4 5 06- 1121.16 GD 90.00 90.00 53.80 72.00 144 96 26 78 N/A NO • •. • • • • • • •• • • •r' • ••iiir•• • - • • • �..,..."'. • • ----- • ter: • ::. • . •••• . •• • • • • • • • • ,l •• -A, • V • • • •••• • ••• • • • 4 - • • • Notes: Miami Shores Villa e APPROVED BY DATE ZONING Dem BLDG DEPT 7-471"-e: SUBJECT TO CCIMPLIMICEV.filiiiA FEJEGIAL 1 OF 1 STATE AND COUNTY RULES AND REGULATIONS ..ti. • If ..vi��>d'i ui` �YRS Coil' x •/P I, ti WINDOW DIAGRAM SHEET IPA JOB # 41—r 41OS X X x x • •• • O. • • • • •• x. • • • • •••• • • •••• • • • • • • ••• *II • • ••••r • •• • •.• • • • • • X - •• •• • • • •.• •• • • • • • i• '••' • ••• •• • • • • • •• • ••••• •• • •• . • • ! •• • • • • • •••• • ••• •• • • • • • X •••• ••• • • X I 5 02 -05 SrC •R Mean Roof Height . . X . . . . X Mean Roof Height 2-17 Building Width 1 / Roof Slope 12. -4- F;-t4'` Building Length THE -HOME DEPOT AT HOME SERVICE SHUTTER INFORMATION SHEET JOB# 3854055 / 3854051 Build Height 27 Name: Iris Type Of Anchor Specified 1/4 TAPCON Type Of Construction Concrete Block No. Open. Shutter Type P/ A/ W Shutter Product Approval No Shutter Length or Spam Vertical Opening Size Zone Edge Distance Opening Design load Glass Distance Separation Shutter Anchor Spacing Shutter Anchor Spacing Horizontal Width IN Height IN ( +) ( -) Mounting Detail TOP TRACK Mounting Detail BOTTOM TRACK 1 Accordion 07- 0125.10 104 Vertical 75 100 5 3" 53.8 72.0 3 5/16 Detail # 1 8 Detail # 3 10 2 Accordion 07 -0125.10 83 Vertical 56 79 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 7 3 Accordion 07-0125.10 92 Vertical 32 88 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 4 4 Accordion 1 5 Accordion •03.0126.10 66 Vertical 32 62 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 6: • deociordion 07- 01'25.10 ; $8' . Vertical 62 94 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 4 T Accordion •8?- 017.5.10 •51 • Vertical 56 47 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 8• : •Ptdtbdion 83- 91,25.10 • 51 • Vertical 27 43 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 9 'Accordion 03- 0125.10 ..{1... Vertical 27 43 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 4 19: • Aocordion • 97- G125.10 .65 .. Vertical 34 61 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 11 •'ircbrdion • . . • 07- 0,25.10 • • • •43 • • Vertical 26 39 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 12 • Iiitsterdion • 37,-0126.10 •84 • Vertical 32 56 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 13 4Acoordion C7- 1 5.10 ..60.4 Vertical 32 56 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 13' Rcc$rdion 0/-0125.10 • • 34 • • Vertical 67 30 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 15 • Accordion .07-Q125.10 .. 44 _ Vertical 67 60 5 3" 53.8 72.0 3 5/16 Detail # 1 • 10 Detail # 3 10 160 ,Accordion • 03- 0125.10 66 Vertical 100 62 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 17. i\ccordion 8? M25.10 : 3,1 ". Vertical 32 56 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 18' Rdc'ordion • t77- XT25.10 •66 • Vertical 100 62 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 19 Accordion e7- !1,25.10 43 Vertical 30 39 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 20 Accordion 07 -0125.10 53 Vertical 22 49 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 21 Accordion 07 -0125.10 56 Vertical 118 52 5 3" 53.8 72.0 3 5/16 Detail # 1 10 Detail # 3 10 NOTES: 1 OF 1 )i0ieH 3OO?! ueej 41PtM 5uInns • • x • • x• • • • x • . . • x . . • • ••• • • • ••• •00. •• •• • •• •♦ ••. • • • • • • • • • IS • • • • ••• • • f • • • • • • • • • w ••• • • • • ••• • • x • • X • ••• • • • • * • S. .• ! • • • • • • • • • • • • • •• .• • • • • • • • . . • • • •' •' • •' • • • • . • • . • • • •q• • • • .j,?.e�+, + A`G a ,I1 • 'ii'' A. • • .1 Li .T%iC. • 1-4;":15. �'> xSs`tF4 f 19 Ali ;Ct ? .. .•.11.10 . - • `� • • • • • • ••• •• X 4 MIAM1D COUNTY OPENING # 1 -4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA TRACO Windows & Doors 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is a roved ' ed to comply with the Florida Building Code, II �,' $ I a ocity Hurricane Zone. DESCRIPTION: Series "Doral 3" Outswing Aluminum Patio Door (L.M.L) lU 1 • kr W " Outswing Aluminum Patio Door (Large Missile) ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E., Inc. Consulting Engineers, dated 01/21/04 with the latest revision on 04 /10 /07,signed and sealed by Frank L.Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stam . with the Notice of Acceptance number and expiration date ounty ' o ' uct ontro vision. MISSILE IMPACT RATING: Large and Small Missile Impact T wL t "1 L. ". F I11 • l •a a. .18 .n acturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a revision application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1003.09 and consist% 8P this page 01.etdgncepages E -1, and E -2, as well as approval document mentioned above • • •• • • • • • • •• • • • • • • • ••• • The submitted documentation was reviewed by Jai v : • • • • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • NOA No 06- 1121.16 • • • ; f xDiration Date: April 22, 2009 • • *Approval Date: May 10, 2007 Page 1 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• •• TRACO Windows & Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 04- 113 -OO1B, titled "Series Doral 3 Outswing Aluminum Patio Door — (Large Missile). ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E. Inc. Consulting Engineers, dated 01/21/04 with the latest revision on 04/10/07, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 2, 4, 6, dated 10/29 - 11/25/03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 05- 1003.09" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Small Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 5, dated 11/18- 19/03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 05- 1003.09" 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 1, dated 10/14 - 16/03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 05- 1003.09" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. T 220 -Q¢, kted,02 /1 J,16�0�, sigped and sealed by Daniel G. Farabaugh, P.E. • :••••••• • • "Submitted under NOA# 0�5;m0, p9",: • . • N if Jaime D. Gascon, ' : . • • • •.. • 'ef, Product Control Division • • • • • . • • • • • • • • NOA No 06- 1121.16 ' • • • • • • fxDiration Date: April 22, 2009 • • • • • • • • • •Approval Date: May 10, 2007 E -1 ••. • • • • • • • • • •• • ••• • • • •.. • • • • • ••• • • • • • • • • • • • • •• •• • •.. • • TRACO Windows & Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE C. CALCULATIONS 1. Revised Anchor Calculation and Structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 04/10/07, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E1300-98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTII'ICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to "Solutia Inc." for "Saflex IIIG Clear or Colored Interlayer" dated 05/04/2006, expiring on 05/21/2011. F. STATEMENTS 1. Statement letter of code compliance and no financial interest, dated 09/06/05, signed and sealed by Frank L. Bennardo, P.E. G. OTHERS None • • • • • • • • • • • • • • •• ••• •• • • • Jaime D. Gascon, P • • • • • • • C f, Product Control Division • • • • • • • • • : • NOA No 06- 1121.16 • • • • • • • • • �: piration Date: April 22, 2009 pproval Date: May 10, 2007 E -2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLUSTER OF ANCHORS (MINIMUM QUANTITY SHOWN) REQUIRED AT EACH MULLION/ASTRAGAL AT HEAD AND SILL (MIN. 3° SPACING BETWEEN CLUSTER ANCHORS, REF LEGEND BELOW). LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES • TYPICAL ANCHOR SIDELITE PANEL WIDTH (36" MAX) ..-_ LEAF PANEL WIDTH (36" MAX) (144" MAX) - LEAF PANEL WIDTH (36" MAX) 99` I ��) t4 --► —V i • SIDELITE PANEL (36" VIN f ji) WIDTH MAX) 12" MAX TYP ® ..-- �6 "� TYP 4 0 'GP $ �_f f V--V) 3 f i �) 10 �_t f f T r , --- •• 1.. • • • — r •• • • •• ••• / / \ 2 \ 0 m Id `� 1 Nat. ;EIGHT; (9 SE�TE�D.L. 0111G ZING CONFIGURA' v v v • ••• ci • • • •••• 0 Q•••••I • / ° / ik X \ \\ \ \ \ \J X / / / / / • • • • •• • • ••• • • •• J•••• • • •••• • • •• .. o �— �L ,•. 0Dg d ----{- a M� 4�1f.fi`) 4 (tiff;`) � -ifif `) t • • ,8a888/ LEGEND:I V WOOD ANCHORS AA. 8 88/ ,,8da86. CONC /MASONRY ANCHOR) 0 EXTERIOR ELEVATION: SNAP - MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, XO, OX, or XX CONFIG • USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN,_ (N.T.S.) 1 GENERAL NOTES: 1. THE SWING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 (HIGH VELOCITY HURRICANE ZONE) AND MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 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 DOOR SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORT #0021- 1007 -03 BY HURRICANE TEST LABORATORY (HTL) AND #T220 -06 BY FARABAUGH ENGINEERING &TESTING, INC (FET). 5. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL APPLY FOR ONE -TIME APPROVAL AND PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (NOT BY TRACO) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. DPANELS GLAZED WITH 7/16° LAMINATED GLASS ARE LARGE MISSILE IMPACT RESISTANT. NO PROTECTION REQUIRED FOR ALL INSTALLATIONS. 8. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. DESIGN PRESSURES: +55 PSF / -60 PSF d. 09 04- 113 -OO1B PAO88CALE DESCRIPTION: J CLUSTER OF ANCHORS (MINIMUM QUANTITY SHOWN) REQUIRED AT EACH MULLION/ASTRAGAL AT HEAD AND SILL (MIN. 3" SPACING BETWEEN CLUSTER ANCHORS, REF. LEGEND BELOW). SIDELITE PANEL WIDTH (36" MAX) LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDEUTES FRAME WIDTH — TES IED SIZE =148 'ovv 6 r z • • r• • •• • • • ••• ••• • • J • • • •p• • • • r m r • Qom• • r ■s • tr r • •• • s• • • • • •• • •• • • ••• ••• ••• • •• • • • • • • • • • • 0•• •, • • •••• • r •••• •••••U • 0 • •• • • • eca / rr EL WIDTH (36" MAX) 2" 24" MAX TYP VVVr\vi • v 6" MAX TYP 1 0 (,a erarer� ;era a, %a LEGEND:I Q WOOD ANCHORS • CONC /MASONRY ANCHORS ©EXTERIOR ELEVATION: TUBE - MULLION SIDELITES AS SHOWN, OR OXX, XXO, OXO, XO, OX, XX, 0, or X CONFIG USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN - (N.T.S.) m 7/16" LAMINATED GLASS: IrE......,.... 3/16" HS x 0.090" SOLUTIA SAFLEX PVB x 3/16" HS FRft0 ANC L. BE NARDO, P.E� ADHESIVE BEDDING COMPOUND DOW CORNING SILICONE 1199 SEALANT OR GE STRUCTURAL SILICONE (GE RGS7700) 5 /8" TYP OGLAZING DETAIL (LEAF OR SIDELITE) FULL SCALE mg t PRESS +90 PSF / -90 PSF pRODUCT REVISED saaanhi a A•sYt �1d9• a•tare�r 21.16 1 § M Eitg 0 04- 113 -OO1B P =ALE J EXISTING STRUCTURE (OPTIONAL IX OR 2X WOOD BUCK NOT SHOWN) PRAISE I.. BE NARDO, P.E. SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATION FOR LOCATIONS. EDGE DISTANCE & SPACING. NOTE: EXTERIOR AND INTERIOR FINISHES, BREAK METALS AND FLASHING BY OTHERS. 07 1/4° MAX. LOAD BEARING SHIM BY INSTALLER 1/4° MAX. LOAD BEARING SHIM BY INSTALLER EXISTING STRUCTURE (OPTIONAL 1X OR 2X WOOD BUCK NOT SHOWN) i SCREW HEADS TO SEALED BY INSTALLER . AT HEAD AND SILL ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. LUSHBOLT ACTIVATION LEVER ON INSIDE TOP AND BOTTOM AT ACTIVE PANEL 0 0 w z zs ••qs °• 3 ••• w • O •• It •• • • •• • • •• • • •• LL RISER D WHEN SNAP ION IS USED. f LL SEE ANCHOR NOTES ANCHOR TYPES AND EMBEDMENT. SEE EL FOR LOCATIONS. EDGE DISTANCE & SPACING. OSECTION HALF SCALE A. • EXISTING • O STRUCTURE FIELD APPLIED SEAL DOOR EXTERIOR PERIMETER SEAL TYP. BY OTHERS FRAME WIDTH MASONRY OPENING OASTRAGAL DETAIL HALF SCALE ANCHOR NOTES: 1. .ORS SHALL BE INSTALLED I1 ` ` • RDANCE WITH MANUFACTURER'S RECOMM 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G =0.55 OR GREATER SPECIFIC GRAVITY), GROUT - FILLED BLOCK (MIN 1500 psi COMPRESSIVE STRENGTH FOR GROUT), OR CONCRETE (MIN 3000 PSI). 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. 5. ENSURE MINIMUM OF 2 -1/2° EDGE DISTANCE FOR ALL ANCHORS INTO GROUT - FILLED BLOCK (MIN 115A0N000I) OR CONCRETE (MIN 3000 PSI), AND MINIMUM OF 1 -1/2° EDGE DISTANCE FOR ALL 6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: TO 2x WOOD BUCK OR WOOD STRUCTURE TO CONC (MIN 3000 PSIZ #14 WOOD SCREW OR 1/4° TAPCONS (ITW OR GROUT - FILLED BLOCK (MIN 1500 PSI) OR ELCO) WITH 1 -1/2" MINIMUM (DIRECTLY OR THRU 1x OR 2x WOOD BUCK) 5/16° EMBEDMENT. TAPCONS (ITW OR ELCO) WITH 1 -3/4• MINIMUM EMBEDMENT TO CONC (MIN 3000 PSI) OR GROUT - FILLED BLOCK (MIN 1500 PSI). SEE ANCHOR NOTES FOR w ANCHOR TYPES o AND. EMBEDMENT. T SEE ELEVATION FOR LOCATIONS, EDGE DISTANCE & SPACING. 1/4° MAX QJAMB DETAIL HALF SCALE 04- 113 -0018 PARE SCALE: DESCRIPTION: y/4 e - 1 -u- (OPTIONAL 1X OR 2X W BUCK NOT SHOWN) BEENARW, P.E., NOTE: EXTERIOR AND INTERIOR FINISHES, BREAK METALS AND FLASHING BY OTHERS. ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. APPLY STRUCTURAL SILICONE TO BOTH LEGS PRIOR TO SNAPPING MULLION PARTS TOGETHER. 1 1/4° MAX. LOAD BEARING SHIM BY INSTALLER SEE ANCHOR NOTES FOR ANCHOR TYPES AND EMBEDMENT. SEE ELEVATION FOR LOCATIONS, EDGE DISTANCE, & SPACING. EXISTING STRUCTURE • (OPTIONAL 1X OR 2X WOOD BUCK NOT SHOWN) :P EMBED 0 0 w • SEE ANCHOR NOTES FOR ANCHOR TYPES -AND EMBEDMENT. st, SEE ELEVATION FOR LOCATIONS & SPACING. U 0 w zCC 'w U) DI a? iZ w wF ..ij co 8 w EXTERIOR PERIMETER SEAL BY OTHERS FRAME WIDTH FRAME WIDTH 1/4" MAX LOAD BEARING SHIM BY INSTALLER •• .• • ••• ••• it • N •••i F- • • 0 • • w _ ••• • • • •••• MASONRY OPENING Oa SECTION OF SNAP - MULLION SIDELITE 5 HALF SCALE 1/4" MAX LOAD BEARING SHIM BY INSTALLER •••• • •••• • • • 1/4° x 3° PH SMS SEE ELEV. FOR LOCATION ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. EXISTING STRUCTURE 4 (OPTIONAL IX OR 2X WOOD BUCK NOT SHOWN) w h (n •••• • •••• •• • • ••• • • ••• ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT HEAD AND SILL. EMBED 0.672" .SEE ANCHOR NOTES FOR ANCHOR TYPES -AND EMBEDMENT. d SEE ELEVATION p FOR 'LOCATIONS & SPACING. SEE ANC ANCHOR EMBEDME FOR LOCH SECTION SCALE SIDELITE EXISTING STRUCTURE EXISTING STRUCTURE (OPTIONAL 1X OR 2X WOOD BUCK NOT SHOWN) EXTERIOR 1.424" PERIMETER SEAL BY OTHERS FRAME WIDTH 2" FRAME WIDTH MASONRY OPENING PRODUCT REVISED namplybgmehea619 OMftsCaW AcorpbuleeNe id 04- 113 -001B PADS BCAL& DESCRBmoN Sb SECTION OF TUBE - MULLION SIDELITE HALF SCALE I 1 LEAF COIINEO••TTOM SIDELTTE FRAME TOP AND BOTTOM CORNER SEALANTS: ALL FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND JAMBS AND BOTTOM GLAZING BEAD SHALL BE SEALED WITH SCHEE MOREHEAD 5504 SEALANT. HINGES: 4" LONG ALUM. BUTT HINGES WITH .312 DIA X 2-1/2" ALUM PIN, BRASS SPACER AND NYLON CAPS 3 1 //° • • • FROM TOP & BOTTOM AND AT MIDSPAj4 • • ••••• LOCKS: STANDARD STEEL THROW BOLT LOCK KL•( OP TEb C(V • • • E X T E R I O R AND THUMB TURN ON I N T E R I O R 3 ° FRUPI • BOTTOM AT ACTIVE LEAF LOCK STILE CONVENTIONAL LOCKSET WITH LEVER TYPE OPERATOR HANDLE AT ACTIVE LEAF LOCK SALE � EAIDSPAN • • • • • • • STANDARD FLUSH BOLTS, MANUALJbP ¶QP • • AND BOTTOM OF EACH ACTIVE A1: IO1A LEAF • • • • • ••• •. SIDELTTE FRAME TOP AND BOTTOM CORNER AT MULLION • • • • • GLA•IAG mew FASTENER SPACING ••• • •• • 4 s nd 04- 113 -OO1B PAOE8CAL& OBSCRIPTION. a J ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • MATERIAL LIT ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 050 -338 1 /DOOR 2 /SIDEUTE ATRIUM FRAME HEAD ATRIUM FRAME HEAD 'OR, SILL 6063 -T6 TIFTON OR EQUIV. 2 050 -389 2/ LEAF DOOR LEAF TOP & BOTTOM RAIL 6063 -T5 ALUMAX OR EQUIV. 3 050 -002 1/ SIDELITE SNAP CANTILEVER 6063 -T5 - 4 050 -763 4/ GLASS LITE GLAZING SUB FRAME 6063 -T6 TIFTON OR EQUIV. 5 050 -138 1 0 DOOR THREASHOLD 6063 -T5 ALUMAX OR EQUIV. 6 050 -292 2/ ODOR 1/ SIDELTTE ATRIUM' FRAME JAMB 6063 -T5 TIFTON OR EQUIV. 7 051 -394 2/ LEAF RESIDENTIAL DOOR PANEL VERTICAL STILE 6063 -T5 TIFTON OR EQIV. 8 050 -455 1/ LEAF GAP CLOSURE 6063 -T5 TIFTON OR EQUIV. 9 - - - - - 10 H -1006 AS READ. 2" X 4" TUBE MULLION 6063 -T5 TRECO OR EQUIV. 11 050 -124 AS READ. 1" x 1 1/4" X 1/8° ANGLE 6063 -T5 - 12 . 050 -764 AS REQD. GLAZING BEAD 6063 -T6 TIFTON OR EQUIV. 13 012 -00 -401 AS READ. #10 X 1/2" FLAT HEAD SCREW - - 14 AS REQD. - 1/8" SHIM PLASTIC - 15 - 8/ FRAME #10 X 1" DOOR FRAME ASSEMBLY SCREW - - 16 007- 14 -039A AS READ. DOOR HANDLE - MARBOLLO 17 - 4/ LEAF 1/2" SELF LOCK NUT - STEEL - 18 - 2/ LEAF 1/2" ROD (2 X PANELS) STEEL - 19 - 4/ LEAF 1/2° FLAT WASHER STEEL - 20 - 4/ LEAF 1/2" REGULAR NUT - - 21 051 -181 3/ LEAF HINGES - - 22 007 -10 -051 2/ LEAF STANDARD FLUSH BOLT - - 23 - 4 #8 x 1/2" SMS - - 24 20 -4164 AS REQD. BULB VINYL VINYL - 25 - 4/ LEAF BLOCK ROD GUIDE - - 26 050 -10 -765 1 SILL RISER 6063 -T5 SILL RISER 27 - 1/ LEAF 1 X .050 ALUM BAR (BETWEEN VERTICALS) 6063 -T5 - 28 047 -10 -014 AS REQD. FIN SEAL WEATHER- STRIPPING - - 29 - AS REQD. DOW CORNING SILICONE 1199 SEALANT - DOW CORNING 30 05- 0427 -10 05- 0128 -16 AS READ. TWO -PART GE STRUCTURAL SILICONE - GE RGS7700 GLAZING SUBFRAME THRESHOLD 4.000 1.750 ---{ 0.078 -- F 0.093 4.000 0.750 0.0 ___;7 DOOR STILE •• •.• • • • • • •• • • • • •... ••. • • • • • • • •• 2.000. • • • • 0 0 • • • • • • • • • • • • • • • •• • • • • • • • rI -10a6 -TUWr M1JLuog • 0.500 ATRIUM FRAME HEAD /SILL 0.078 1.500 y 4.000 I- 3.500 -I DOOR FRAME JAMB 0.500 1.057 h 0,0911 li it 0.975 SILL RISER 0.652 0,050 j I- 0.580 0.750 0.875 _± GLAZING BEAD 0.795 0.705 GAP CLOSURE 3.500 0.078 0,5001 DOOR STOP — 5.000 1.750 --- t -1.625 0.078 -- 0.078 1 fi DOOR TOP/ BOTTOM RAIL 0 d PRODUCT REVISED ROOsiCob Umlaut 4101 04- 113 -0018 PAO SCAL DESCRIPTION: a ••• • • • • ••• • • A. • • • • • • • • • • • •S• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPENING #.1 -21 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA MetalTech, Inc. 7635 West 2mt Court Hialeah, Florida 33014 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves thceiight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division pit this 'lodge or material fails to meet the requirements of the applicable building code. • • • • • • • This 're peen designed to comply with the High" fgl'it ity Hurricane • one of the Florida Building Code. DESCRIPTION: Maximum Impact HV Accordion Shutter 1 • u • .••• • •• • • • • • • •••• • •• um Impact HV Accordietl. ter ", :heats: through 14 of 14, prepared by Tilteco, Inc., dated February 02, 2006, last revision #1 dated febt+ttry 02, 2006■ • signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Can:Renewal statllp i -Dade County Product Control • • • • •• • • •• • acturer's name or logo, city, state and the, • following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Offi • This NOA renews NOA # 06- 0217.06 and consists of this page 1, evidence i' ed pages E-1, E -2, - , : -4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P. ". M.S. MISSILE IMPACT RATING: Large and Small Missile Impact NOA No 07- 0125.10 Expiration Date: 04/12/2012 Approval Date: 04 /12/2007 Page 1 • • • • • • • • • • • • • • MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0224.03 A. DRAWINGS 1. Drawing No. 99 -56, prepared by Tilteco Inc., titled "Maximum Impact Econoline Accordion Shutter, ASSA / Residential Bertha Accordion Shutter", dated February 16, 1999, sheets 1 through 10 of 10, signed and sealed by Walter A. Tillit, Jr., P.E. on February 19, 1999. B. TESTS 1. See Association's generic approval under 98 -0103. C. CALCULATIONS 1. See Association's generic approval under 98 -0103. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 98 -0103. .... • • E. STATEMENTS • • • • • 1. Release letter issued by the American Shutter Systems Associatipl.,Jnc., dc.gtitr ; February 16, 1999, certifying this product to meet the criteria of prodkt.tested and approved and allowing Metal Tech, Inc. to use the test results .approved tr er• • Miami -Dade County Approval No. 98 -0103, signed by Mr. John J Co? P. ' " 2. Acknowledgment letter by Metal Tech, Inc., dated January 15, 1992, ws :fined byIP.• Joseph 1?. Buzzella. 3. Letter by Tilteco Inc., dated February 18, 1999, certifying that the krawing (No. Al. 56) prepared for Metal Tech, Inc., signed and sealed by Mr. Walter 4. Tilt', Jr., AFr,• • is engineering wise identical to ASSA 's generic drawing (No. 98- 209)." • . ".'. 4. Acceptance Letter issued to Mr. Joseph R Buzzella on March 24, 1999 and returned signed by Mr. Joseph R. Buzzella on March 28, 1999, who confirmed to issue the proposed Notice of Acceptance as presented and reviewed • 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #012- 0311.01 A. DRAWINGS See NOA 99- 0224.03 B. TESTS See NOA 99- 0224.03 C. CALCULATIONS See NOA 99- 0224.03 E -1 y A. Maker, P.E., M.S. Product Control Examiner NOA No 07- 0125.10 Expiration Date: 04/12t2012 Approval Date: 04 /12/2007 MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'11'ED D. MATERIAL CERTIFICATIONS See NOA 99- 0224.03 E. STATEMENTS See NOA 99- 0224.03 F. OTHER See NOA 99- 0224.03. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0924.02 A. DRAWINGS 1 Drawing No. 02 -425, titled " Maximum Impact Econoline Accordion Shutter ", sheets 1 through 10 of 10, prepared by Tilteco, Inc., dated August 26, 2002, signed and sealed by Mr. Walter A. Tillit, Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS I. None. .••. • • • ••.. • .• • •• • .••• • • • • • •• • • • • • • • •. . •. •• E. STATEMENTS • • • • " • • •" 1 • . Statement letter of conformance, dated August 29, 2002, signed gnasegled by�M7.• •. Walter A. Tillit, Jr., P.E. • • •••••• .. • • • • .. • • • • 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04- 1028.01 A. DRAWINGS I. Drawing No. 04 -112, titled " Maximum Impact High Velocity Accordion Shutter sheets 1 through 14 of 14, prepared by Tilteco, Inc.,. dated August 24, 2004, signed and sealed by Walter A. Tillit Jr., P.E. • B. TESTS 1. See Association's generic approval under 04 -0052. C. CALCULATIONS 1. See Association's generic approval under 04 -0052. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. Helmy A. Makar, P. E. Product Control Examiner NOA No 07-0125.10 Expiration Date: Apri112, 2012 Approval Date: April 12, 2007 E -7 MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 04 -0052. F. STATEMENTS 1. Release letter issued by the American Shutter. Systems Association, Inc., dated September 28, 2004, certifying this product to meet the criteria of product tested and approved, and allowing Metal Tech, Inc. to use the test results approved under Miami -Dade County Approval No. 04 -0052, signed by Legny Santana. 2. Acknowledgment letter by Metal Tech, Inc., dated October 18, 2004, signed by Mr. Steve Buzzella. 3. Letter by Tilteco Inc., dated August 23, 2004, certifying that the drawing (No. 04 -112) prepared for Metal Tech, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. 03 -033). 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0217.06 A. DRAWINGS •••••• 1. Drawing No. 06 -015, titled " Maximum Impact HV Accordion Shutter 't sheet:7: through 14 of 14, prepared by Tilteco, Inc., dated February 02, 2006, 4st revtsjQh #1 dated February 02, 2006, signed and sealed by Walter A. Tillit e.T E. . B. TESTS • • • • • • • • • • 1. See Association's generic approval under 05 -0227. • • •' • • • C. CALCULATIONS 1. See Association's generic approval under 05 -0227. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIi ICATIONS 1. See Association's generic approval under 05 =0227. .• • • • • • • • • • • • • .. .. .. .. • . 0 • . • • • • .... • • 0... • • • • • .. • .. • • • .. .. • F. STATEMENTS 1. Letter by Tilteco Inc., dated February 06, 2006, certifying that the drawing (No. 06 -015) prepared for MetalTech, Inc, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05 -072). 6. EVIDENCE SUBMITTED A. DRAWINGS 1. None. E -3 :'elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0125.10 Expiration Date: 04/12/2012 Approval Date: 04 /12/2007 MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI1°1�:D B. TESTS 1. See Association's generic approval under 05 -0227. C. CALCULATIONS 1. See Association's generic approval under 05 -0227. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0227. F. STATEMENTS 1. None. E -4 0000 • • • 0000 • • • • • • •••• • • • • • .• • • •••• •• • • • • • • 410.0 • .. • • • • • • • • •0 00 041 410 • • • • • • • • • •••• • • • • •••• • • • • • • 00 • 00 • • • • • • elmy A. Makar, P. E. Product Control Examiner NOA No 07- 0125.10 Expiration Date: April 12, 2012 Approval Date: April 12, 2007 GENERALEMES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. 0.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS PA.D., AS TESTED. WERE NOT OVERSTRESSED, A 332 INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS IQI USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUIItR SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01 -03 AND #0715.01 -03 AS PER TAS -201, TAS -202 AND TAS -203. 2. BERTHA H.V. ACCORDION PINS (Hv SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO WITHSHALL .0 kat YIE LD 7STRENGTH AND 180 kW TENS�YSTRIENGTH. MINIMUM SHALL SERIES STAINLESS STEEL COATED WITH BERTHA H.Y. DACROSHIELD®COATING SYSTEM AS MANUFACTURED BY APPROVED COATINGS APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATIONS .PINS MUST BEAR THE H.V. MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai YIELD STRENGTH AND 90 kat TENSILE STRENGTH. • 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024 -14 ALLOY AND TEMPER, ASTM A -307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS., 7. THIS BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.Y. LOCK JQR ALTERNATE LOCK 1 T't MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN` SIDE HV LOCK (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK I + , OR AN EGRESS H.V. LOCK BE USED. 10. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE -(E). OR -w. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS; METALTECH, INC. HIALEAH, FL MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. •• ••• • • 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. _ 12. (a) THIS PA.D. PREPARED BY THIS ENGINEER IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PAD. 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 (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PA.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. • • • • •a F.B.C.(Nigh Velocity Hurricane Zone) PRODUCT RENFWF» as stasetIu6 with the !1� n' `ta NoO -D r- p E :Pi arton Da . Z�/1�IY / J By it — i3OL�� PRODUCT *mop - fkaPAa, CmJ¢ Doling Cede Na o • • 0 6 Espis = "''- Dace • iWir%i'Z,p•7 t/. M via MIAMI —DADE COUNTY or • • • • • �lii • • • • • •__ • •r• • • • - �` @ 2003 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV ACCORDION SHUTTER Botha xv%Ordlan sly System �. E C I Ne . IL ..T 1fe7 „�,. E"TAL C . 31. MIMS CM 10W110, / (AS.SA #26) PHONE: 005)823-4604, FAX. 005)826-7979 13 LLIT G 1 GHEE fit CO � nr. xIy st se t� •�9i° : (�GnJeyti'°� C�7tst63 • •— mail;ttIityco�oni.cag, • • • • • • ER10006719 • • • *ALTER A. soft* ua g J• 4167E t• oEacxwnoN DATE Crown ep 1.0. '�•s7• alDamts s /aloe DATE: 2/2/06 t.', .. DIM= ' i s • ^y/�� • • l .•,,,, • • P.E. SEAL /SIGNATURE /DATE 1 DRAWING No 06-015 o 3 4 SHEET a ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • () NV BLADE # 1 COVERED UNDER US PATENT # 5458179 D CEILING HEADER/SILL # 2 3,228' OI HV ADJ. TRACK 4..438' HV WALK —OVER TRACK 0 H 90' /180' STARTER F®HD 2" (Max.) B/0 HEADER /SILL # 2 OH HV ADJ. ADAPTER W /LIP 014V CENTERMATE # 1 (SELF MATING) 0 H.V. 2" (Max.) DIRECT MOUNT O 3" FLOOR ANGLE ®B.O. WAL1. AN( • • • ••• 3 " v• •• • • ® HV FLOATING CENTERMATE # 2 x Y 0.082' 2" 0,062' 2" 2" 2' 2` 2* 3* 4* 6" 0.082° 0.062* 0.062* 0.062° ®SIDE ANGLE • •• • • OX HV CORNER CENTERMATE # 3 ®CORNER POST F.B.C.(High Velocity Hurricane Zone) PRODUCT P.EVLTZD ®eamplykg nth tam Plari44 Raiding Code Accept/Axe No 0 b_4ilific004 Date 7 MIAMI —DADE COUNTY IL ECoINa. © 2003 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HH ACCORDION R14Iiii Bertha HAocardion > System ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • VARIES 12' ION ® LOCKING ROD (SEE NOTES ON SHEET 4) 3 8 °0 -16 AC AL 1 4" 0 -20 S.S. t/4' -20 CIE VAST HOUSING ENAIAR. BAKED PAWED t/4' -24 CAST HOUSING ENAMEL BANDS PANIED WHEEL ASSEMBLY AT EVERY OTHER KNUCKLE 12 ECESSED NYLON BUSHING. FN ACCORDION PIN LONG 3/8'0 NYLON BUSHING. 11442 3/4" H.V. - ACCORDION PIN W/ $8 HEAD FN ACCORDION PIN #14a2 3/4" H.V.--‘ ACCORDION PIN W/ #8 HEAD 13 NYLON HAT WASHER 315"0 O.t88°0 AISI 302 SERIES S.S. RIVETS GRASS MINDER ea MS PRIM ® H.V, LOCK/ EGRESS H.Y. LOCK (SEE NOTES ON SHEET 4) BFOSS *UNDER GRIME PUTED) AISI .302 SERIES S.S. WHEEL CARRIAGE 'ffi 0.870°x3/16' THICK NYLON WHEEL. 2 SHORT RECESSED NYLON BUSHING .47r HV ACCORDION PIN 1/4'10-20 x 3/4' R.S. THUMBSCREW BEFORE RIVETING 1/4'11 -20 RIVNUT! CI ALTERNATE LOCK (TO HV LOCK ) (SEE NOTES ON SHEET 4) GENERAL SCALE; 3/8° ®1° PRIDPUCTRENEWED xa,• • .!at with the Rlo Nu(i 41 5.I0 Esc tiara tie •'�LF'FIr. /�►/ By PRODUCT REVISED as toomtfispattil theYlotmli Dubling Coda Accept, EC NoO 0 E ilea 1ki1t • BY 4Cantord ffiNWr *:SERIES 9444 ALUMINUM (2024 -T3 &LOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY 1EXTORK, PARSIPPENY, NEW JERSEY 07054 OR EQUAL •• . • •0 6 7 MIAMI —DADE COUNTY • #1 LONG RECESSED NYLON BUSHING. TYPICAL SHUTTER ASSEMBLY SCALE: 3/8° = 1° WHEEL CARRIAGE DETAII. N.T.S. • • • • • •• 11442 3/4° H.V. MICORDION PIN W/ 18 HEAD 1 LONG RECESSED NYLON BUSHING #14x2 3/4' H.V. ACCORDION PIN W/ #8 HEAD RECESSED LONG ECESSED BUSHING ASSEMBLY LAYOUT N.T.S. F.B.C.(High Velocity Hurricane Zone) • • •• • • • • i • YX•94 • • • P.E. SEAL/SIGNATURE /DATE • • • • • • . • • • • • THI.UT NA •er • • 11 L ECO IN e, TESTING fc•BNGINEERING COMOANY At see. stelossom dl DA, nisOOA4b31as P[3•S)s ?f —}S30 . EEax :( tst8�i • 719 • • • UTERI. Jt.•'•E. • FLORIDA I.1G. g 44197 ✓� 2003 EASTERN METAL SUPPLY, INC. STAL CH. nIC. ism, es, '+m W. *MOM ar. KINJAN. n. 23e114 (ASSA #26) PHONE (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT I4V ACCORDION SHUT= Beth EtneeordionSheiter System REV. DESGRN OON G10 04-112 DATE 2/2/0. Omen hyl M. DATE: 2/2/06 3 4 I e ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • DRAWING No 06 -015 SHEET 14 NOTES ON LOCKING RODS .JIV LOCK 61) AND ALTERNATE LOCK. . MANDATORY L OM #1 • BONE HV AS CAN SHALL BE USED INSIDE OR OUTSIDE FOR ANY ATTACHED SN AND DOIN INSTALLATIONS AT ANY ENTERMATES W /(2) 1/4 "0 -2O x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS NDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER CHEDULES #1 & #2 ON SHEET 9. UIITFD MANDATORY GONDITtON #2 AI TONAg TQ MANDATORY COMMON #1 tVAUD ONLY FOR • * CEILING INSTALLATIONS); TWO HV LOCKS ® OR ONE HV LOCK ( W/ TWO LOCKING RODS Q AT TOP BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK ^l SHALL BE TTACHED TO Q OR 1,? CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. OCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IMUM SHUIIER SPAN SHALL BE DEItHMINED AS PER SCHEDULE #3 ON SHEET 9. OPTIONAL CONDmON #1 (VALIQ ONLY WHEN MANDATORY CONDIGN #1 IS /); IF DESIRED, FOR PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS t ?) MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q OR ® SHALL BE AS INDICATED ON OTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. QPTIONAL COND111ON #2 (woo ONLY WHEN MANDATORY CONDITION #j OR LIMITED MANDATORY • P u #2 IS USED WINO H.V. LOCKS) LOCKING RODS ® ARE NOT REQUIRED AT HURRICANE POSITION, :UT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS © OR AN ALTERNATIVE EVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). CORY COMMON #2 ONE HV LOCK ^u SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 0 INSTALLATIONS AT ANY ELEVATION. HV LOCK () SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, TTACHED TO O CORNER CENTERMATE W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING OOS © AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL HUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON HEET 9. • ONE ALTERNATE K te MAY BE USED IN LIEU OF HV LOCK FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. TERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 "0- 20x3/4" S.S. UMBSCREW TO OR 47) CENTERMATES SHALL BE MADE W/ 1/4 "0- 20x3/4" ALUM. RIVNUT AS SHOWN ON TERNATE SECTION 12, SHEET 7. •• ••• • • 0-0-0 -0-0.0 lra • • • •• 01 9 Ord ce 'YAM. I O► O> 0> O> 0> 0 y�> ,S> UNLIMITED WIDTH -C>0__�0 © >0 TYPICAL SHUTTER ELEVATION O,..v' Oea © +©aI ©4.® N.T.S. OF CORNER CENTERMATE F.B.C.(High Velocity Hurricane Zone) PRODUCT RENEWED as con'to,Ing with the WOWS Bai:P :C'otk Acceptance No01 125.10 Expiration Date ._7I L'.►l PRODUCT REVISED as complying with Ws&Roelds Balding Coda Acceptance No O: •0G Expiration Date 9Ll-1' ..r L/ 7 MIAMI —DADE COUNTY • • • • • • • • •• • ••• • • • • • P.E. SEAL /SIGNATURE/OW • • /lIco INC. '7'�1��•QI'T.Ty TESITN``G�'& ENGINEERING COMPANY 8785 N.74�3804 9t. v18I'IIA QA . FlA180A 33188 Pieem : (308 71 -1s3/". (308071 -1531 • 4— alp hU o aol.com • 5 9 • Wpt�F� A. tT Jr. P. E FL- OITiOA Lie. Al 44167 ® 2003 EASTERN MEXAL SUPPLY. INC. iM mc. tffiI.1••7 9ts2w w. • Ca. laAl2#44. R SW010 (Ass/4 #26) PHONE: (3a5)82s -4804, FAX (305)828 -7979 MAXIMUM IMPACT HE ACCORDION SHUTTER Hxtha RVThAncoldloo Shutter System 1EV. No 2 7 4 5 ONION oATE OLD 04-112 2121118 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• Drawn ba e.tt. DATE: 2/2/08 DRAWING No 06 -015 4 SHEET 14 POURED CONCRETE REGURED CONCRETE ANCHORS (SEE SCHEDULE 014 SHEET 10) 1111 �:IIH 'CURED CONCRETE 9R CONCRETE POURED CONCRETE REQUIRED CONCRETE ANCHORS SEE SCHEDULE ON SHEET 10) 1/4°0-20x3 S.S. NE USING 1/4 -20 NUTS t2 12" 0.C. Min Q WALL MOUNTING INSTALLATION INSTALLATION DETAILS SCALE: 3/8 " =1" 04 WALL MINING 1NSTALLATI N SD:T FOR 00440NATION OF SECTIONS; 1— SEE SNEEr 3 FOR TYPICAL SHU11ER ASSEMBLY 2— MOUNTI0.0 SECTIONS CAN BE COMONED TN ANY WAY TO SUIT ANY INSTALLAI10N. * E. 0. = EDGE DISTANCE (SE_ NOTES & SCHEDULE ON SHEET 11) F.B.C.(High Velocity Hurricane Zone) YRODIICT RENEWED. ex cawr`• �n8Mt6 the noble Acaplenee Net, *Q b PRODUCT REVISED r• cumphiag "AM the Mat Balding Code Aeccpsanre Na O Date MIAMI —DADE COUNTY •• ••• • • • • • • • • •. •. • • • •• ••• ry1 • P.E. SEI SIGI E /DATE ••• • • • • • • • • • • • • • •• •• ••• • • • • • • •• t EC° frac. \ TILUT TESTING & ENGINEERING COMPANY *212 5.1.•. 36•. et, 00. *0, went *wee. ! *1140 Pao.ea (306)871'830 . Fex : (306)871 -45.31 • • e —ma tiiteaa®aoLcom • •E8- ac*718. • 1AA13ER*.•11Ltlf JO P. E. •! • • • F0.167 • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 0 2003 EASTERN METAL SUPPLY, INC. • METALli K. me. Qar.1a•7 7•L •. /NOM as reet•VI. f4 001044 OSSA #26) PHONE (305)823 -4604, FAX. (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Bed ill&cozdion Singter System 468. Re ONION OATS Drama 10 S.Y. OLD Ohba 21AMe DATE: 2/2/08 2 DRAWING No 06 -015 OF 3 14 ® CEILING MOUNTING INSTALLATION -J TO SEPARATION (SEE SCHEDULE ON SHEET 9) EXISTINOGLASS -, ALTERNATE ANCHOR LOCATION ®+ 1911 NID 0 % roe 0 #10x3/4' HEX WASHER HEAD TEK SCREWS O 12 O.C. CONCRETE ANCHORS (SEE SCHEDULE 09 SHEET 11) SLAB EDGE OF APPLICABLE POLRED CONCRETE REQUIRED EDGE OF STAB IF APPLIONSLE ® WALK —OVER MOUNTING INSTALLATION MN. SEPARATION TO GLASS r(SEE SCHEDULE ON SHEET 9) ENSTING #140/44 HEX HEAD TE1C SCREWS 0 9 0.0. OR 1/4 °4 -20 S.S. M.S. W/ NUT 0 9' 0.0. tirM THIS INSTAUATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE MEL 0 CONCRETE ANCNORS (SEE SCHEME ON SHEET 11) r AdffirAr POURED ® FLOOR MOUNTING INSTALLATION t CONCRETE REQUIRED D. ® FLOOR MOUNTING INSTALLATION t PRODUCT REVISED as wo mbHog ,clth the FI6L19T• eaitgohic Ae0e9999 N90 • - Z. • • b Espleadsf Date 097 MIAMI —DADE COUNTY INSTALLATION DETAILS • • ••• i9Ati 1/8'� P • • •. • • • •9 •• • • • • 4 •• ••• • • • • • • •!� 0116' • • /• • • ••• P.E. SEAL/SIGNATURE/DATE NOTE FOR COMBINATION t1F SECTIONS: 1— SEE SHEET 3 FOR TYPICAL. SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE CONNED N ANY WAY TO SUIT ANY NSTAIAATION. • E. D. = EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) � I APPLICABLE F.B.C.(Nigh Velocity Hurricane Zone) • • • • • • • • • ••• • CC►CINe.` =I`LQ TESTING & ENGINEERING COMPANY 6775 me 1659. S71 . 104 V�@ll4 6900)776. 019904 33I6e Owe : (9.��mt 9(105)871 -1839 • •e -mgi ti eot.com • • 19 • A. Jr. P. L FLORIDA U6. ! 44167 0 2003 EASTERN METAL SUPPLY, INC. • ETAL CHE. atc. £V91t1.7 7.7.9. 99941 09 mum. 58. 62014 (ASSA #28) PHONE: 005)82J-4604, FAX: (305)826 -7879 MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha HYl1mmdion Shutter System REV. Ne DESCRIPTION DATE 09swn bps 9.M. a6 04-112 DATE 2/2/08 DRAWING No 06 -015 SHEET 6 OF 14 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• OUT 212111/9 n0' -2 ANGLER 8 1/44 0 UMW TO CONCRETE (4)g10rt1/2' St .US /�fi NTU60 AT EACH ANGLE. (IYP) ON ON SHEETS 8 Be 14 IN ORO OROOR EXISTING GLASS 3 1/e EXISTING rGLASS * SEE NOTES ON LoaaN! RODS ), HV LOCKS@ AND ALTERNATE LOCK PEt. ON sNEEr 4. EXISTING CLASS _L— 6 1/2* $EE END WALL CONNECTION DETAILS ON SHEETS 8 & 14 OPPOSING CENTERMATES W/ LOCK Vit r SYMMETRICAL CENTERMATES W/ LOCK ®* IN 1/ U7 —5 MIN. SEPARATION TO GLASS (SEE ON SHEET SCHEDULE R® MIN. SEPARATION TO GLASS (SEE ON SHEET 9) 9) L © ©o ®+o0R0 JN 1NG SECTION 12 OUT IN SYMMETRICAL, * CENTERMATES OPTIONAL 3 W/ LOCK €` (1141E•0R) • OPTIONAL (INTERIOR) IN [EXISTING GLASS OOR ©OROOR MIN.5EPA381108 TO GLASS `' JORO " \ /QRO t ON SHEET 9) POURED CONCRETE OR REQU BLOCK WALL OUT (EXTERIOR) OUT SECTION 12 AT CORNER CENTERMATE # ALTERNATE SECTION 12 SCALE: •3/P' 4 • • • • • • PRODUCTRENEWED es complying with the Reddy Ridding Code O _ e; 28. 2� AccePtoocei .41A PRODUCT REVISED as eomplyiaX with the Thalia Ra2icP Cori_ Aari:J2e:^No 2. -O( Fail! c�f6sa Data 7 Ey_ Miami Dade DI MIAMI —DADE COUNTY • • • • • • • • •• ••• • • • •. • • • • • OR ® SECTION 12 AT SLACK DETAIL (IF APPLICABLE) F.B.C.(High Velocity Hurricane Zone) OUT • METALItCR. arc. ••1.1057 WWII W. SWAM •1. WWWW. 1. i.•14 (ASSA #26) PHONE (305)823 -4604, FAX: (305)826 -7979 TiT• TESTING& ENGINEERING COMPANY • • • • • •.70 KAWlBas 03 . ROAM 1- 18X3188 • • • • Pyono : (WWI* f F f (JQ6H7t -1&i1 2j4'a� • • • • o— moYyttlt goLcom • • • • • • • • • • i • MOW A. Jr. P. E. P.E. SEAL/SIGNATURE /DATE FLORIDA ua # 44167 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • • • • •• •• ••• • • • ••• • • 8 2003 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT NV ACCORDION SHUTTER Berths HVWAcocadiO9 &attar System 7 OF 14 OR 0 R® MIN. SEPARATION TO GLASS (SEE ON SHEET 9) 9) L © ©o ®+o0R0 JN 1NG SECTION 12 OUT IN SYMMETRICAL, * CENTERMATES OPTIONAL 3 W/ LOCK €` (1141E•0R) • OPTIONAL (INTERIOR) IN [EXISTING GLASS OOR ©OROOR MIN.5EPA381108 TO GLASS `' JORO " \ /QRO t ON SHEET 9) POURED CONCRETE OR REQU BLOCK WALL OUT (EXTERIOR) OUT SECTION 12 AT CORNER CENTERMATE # ALTERNATE SECTION 12 SCALE: •3/P' 4 • • • • • • PRODUCTRENEWED es complying with the Reddy Ridding Code O _ e; 28. 2� AccePtoocei .41A PRODUCT REVISED as eomplyiaX with the Thalia Ra2icP Cori_ Aari:J2e:^No 2. -O( Fail! c�f6sa Data 7 Ey_ Miami Dade DI MIAMI —DADE COUNTY • • • • • • • • •• ••• • • • •. • • • • • OR ® SECTION 12 AT SLACK DETAIL (IF APPLICABLE) F.B.C.(High Velocity Hurricane Zone) OUT • METALItCR. arc. ••1.1057 WWII W. SWAM •1. WWWW. 1. i.•14 (ASSA #26) PHONE (305)823 -4604, FAX: (305)826 -7979 TiT• TESTING& ENGINEERING COMPANY • • • • • •.70 KAWlBas 03 . ROAM 1- 18X3188 • • • • Pyono : (WWI* f F f (JQ6H7t -1&i1 2j4'a� • • • • o— moYyttlt goLcom • • • • • • • • • • i • MOW A. Jr. P. E. P.E. SEAL/SIGNATURE /DATE FLORIDA ua # 44167 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • • • • •• •• ••• • • • ••• • • 8 2003 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT NV ACCORDION SHUTTER Berths HVWAcocadiO9 &attar System 7 OF 14 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED - EISNNG GLASS MN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) (LOCATE AST OF 1/2" MN. # 10s /2" S.M.S. 0 16"0.0 END CONNECTION ©oRD`RD o®+ rn 4/ DETAIL O 1/18 °00 atvAt (8083- T PLATE. (LOCATE AT SIDE OF POURED OR fANCRE CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MN. SEILON TO GLASS (SEE SCHEDULE ON SHEET 9) 1/2' MIN #10x1 /2" S.M.S. CT 18. 04 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS POURED CONCRETE OR CONCRETE BLOCK WALL — REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) END CONNECTION DETAIL =inns as complying with the PTaMY Balding Code Acceptance No 1 '0125` 0 Date •;•SILYIE_ Miami Bads Division PRODU as Dokarg Co Eayntts Date. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) SEE DETAIL X F•: SIDE CONNECTION TO TRACKS OR ®0R ®0R® 04)04)0R® OR (iX +00R© O ®+pQRp END CONNECTION DETAIL 03 END CONNECTION DETAIL L 20 *USE 1" OR 2° MAX. (AS APPLICABLE)xrx1 /8 "x0' -2° ALUMINUM CUP ANGLE (6083 -18 ALLOY) AT MIDHEIGHT W /(1) #16x1/2° S.M.S. Toe & (2)1/4 °0 TAPCONS ANCHORS TO WALL AT 1. 0.0. (LOCATE AT EITHER SIDE OF ® ) OR CON COND BLOCK WALL REQUIRED COSTING GLASS 1/2° MIN. SIPARATI ON TO GLASS - (SEE SCHEDULE ON SHEET 9) POURED CONCRETE OR CONCRETE BLACK WALL REQUIRED EXISTING GLASS MN. SEPARATION (SEE (SE SCHEDULE TO GLASS 1/2° MIN. ON SHEET 9) R ©ORS }OR® END 94 •• NNECTION DETAIL ® R 0R(.I +poRQ •: . . • • • • •i ••� • • • • • • • • ••• • CT DEVISED lug et* ttm F4a:ida Cote Na _ 2 .p MIAMI —DADE COUNTY • .• • • • ••• •• •:„ .�•, •• • • X' e• + • ••• P.E. SEAL/SIGNATURE/DATE SEE DETAIL X SIDE CONNECTION TO TRACKS ©OR ®OR® OR ® +00R© END CONNECTION DETAIL l • REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" I OR©OR®OR© 41)0R(J) SCALE; 3/8° a 1° • lir V 0 INC. JILLjT TESTING & ENGINEERING COMPANY UM 111. a,W. ! so vEtaw• mama, mama 3310, elms : (7007 -1 . tea i (209)871 -1831 • •e -rnai tT ol.com • • �a- i9 • N*RA •r. P.E. FLORIDA Ue. # 44197 VIEW Y PLAN DETAIL X F.B.C.(High Velocity Hurricane Zone) ® 2003 EASTERN METAL SUPPLY, INC. • STAL CH, ntc 6eT.1.e7 sal 1e..aC.w• at. 1SMa111. P. MOM 4 ice+ #26) PHONE: (305)823 -4804, FAX: (305)828 -7979 MAXIMUM IMPACT NV ACCORDION !SHUT= Bads Hn000rdlon a Sptom �Y. tie OMR Crown OXo 8.11. 01.8 04 -111 DATE: 2/2/06 DRAINING No 06 -015 ••• • • • to • • • • • • • • • •• •• ••• • • • • ••• • • • • • • ••• • • • • • • • • • • •• •• • OS OF 14 SCHEDULE 11 MAXIMUM SHUTTER SPAN "L+" OR "L -" (ft.)* INSTALLATIONS W/ SIMMEIBULQWEINEES, ONE HV LOCK & NO LOCKING RODS • (SEE NOTE t) MARMON DESIGN LAO (+ OR -) CONCRETE & WOOD INSTALLATIONS 8 WAXY MOUNTING M FlAOR /CEWNO MOUNTING L4 (R) L - (R) L4 (I) L -(I1) 30 13' -2' 16' -0° 13' -2° 16' -0` 35 12'-8° 14' -10" 12'-8° 14' -10' 40 12' -3° 13' -10° 12' -3' 13' -10" 45 11' -11' 13' -1" 11' -11° 13' -1" 10-11° 11 ' -5" 11' -7" 12• -5" 55 11' -4° 11' -10 It'-4° 11' -10" 60 11' -1° 11'-0 11' -0° 11'-4' e5 t0' -10° 10' -10° 10' -7' 10' -10" 0-0 8' -8" 95 10'_0 1d' -" 75 10-1" 10' -1 "..> . 9' -10° 10-1' 7' -11' 110 7 -8" 9 -7° 9'-10" 85 9'-8" 9' -6" 9' -3" 8'-8" 90 9' -3° 9' -3° 8'-0' 9' -3" 95 9' -0" 8' -9° 8' -9" 9' -0' 100 8'-9• 8' -4" 8' -0 8' -17' 105 8' -7" 7 -11° 8'-4° 8' -4° 110 0-4" 7' -7" 8' -2" 7-11° 115 8' -2" 7' -3° 8'-0• 7' -7° 120 8' -0° 6' -11" 7' -10" 7 -4' 125 7-10" 0-8" 7'-8• 1 -0" 130 7'-8° 8' -7 7' -8" 6' -9" 135 7 -7" 6' -2` 7 -4" 6' -6" 140 7'-5" 5' -17 7' -3" 6' -0. 145 7 -3" 5'-9° 7' -1' 6' -0" 150 7' -2" 5' -7 7' -0' 5' -10° 155 7'-0" 5' -5" 8' -10" 0-8" 160 6' -11' 5' -2" 0 -8° 5' -8° 165 8' -10" 5' -1" 6' -8° 0-4" 170 8'-9" 4' -11" e' -7° 5' -2' 175 8' -7" 4'-9" 6' -5" 5' -0" 180 8' -6" 4'-8" 6' -4" 4' -10" 185 6' -5° 4'-8° 6' -3° 4' -9° 190 0-4° 4' -5" 8' -2" 0-7° 195 8' -3" 4' -3" 0 -1° 4' -6° 200 8' -2° 4' -2- 8' -0" 4' -5° 205 6' -0' 4' -1" 8'-0" 4' -3° SCHEDULE 02 MAXIMUM SHUTTER SPAN "L+" OR "L -" (ft.)* INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS • (SEE NOTE t) CONCRETE & WOOD MNmaa1 INSTALLATIONS A DES= LOAD WALL MOUNTINGS & ( 05 ) . NwINi /TILT MOUNTINGs f 881, 9Vi & 1OW L+ (fl) 1 -(R) 30 12' -3' 14'-9" 35 11'-8" 10-e- 40 11'-4° 12'-9" 45 11' -t' 12'-o- 50 10'-9° 11' -e 55 10'-8° 10-11° 60 10-3' 10' -5° es 10'-0° 10-0° 70 9'-6" 9' -8" 75 9'-4" 9'-4" e0 11' -0° 12' -4° 85 8' -0 8' -8° 90 0-0 8' -8" 95 8' -3" 8' -3° 100 8' -1• 8' -1" 103 7' -11° 7' -11' 110 7 -8" 7 -7" 115 7-6" 7' -3" 120 7 -4' 8' -11" 125 T -7 6' -8° 130 7' -l' 6' -5° 135 8' -17" 8' -2" 140 6' -10" 5' -17 145 6'-8' 5' -9' 150 8' -7" 5' -7 155 0 -6° 5' -5° 160 6'-5" 5' -2° 165 6' -3° 5' -1° 170 6' -2' 4' -11° 175 6' -1" 4'-9° 180 8' -0° 4' -8" 185 5' -11" 0-8' 190 5' -10° 4'-8' 195 5' -9' 4' -3° 200 5' -9" 4' -2' 205 5' -8" 0,1° • SCHEDULE #S MAXIMUM SHUTTER SPAN L +° OR °L -" (ft.)* INSTALLATIONS W/ SYMMETRICAL CENTERMATES, TWO HV LOCKS OR TWO LOCKING RODS TOP /BOTTOM W/ ONE HV LOCK • (SEE NOTE t) CONCRETE • M maxis e) 9 D 5 8) CONCRETE & WOOD WALL MOUNTING # 1, 2, 3 & 4 INSTALLATIONS • I WORM f 881, 9Vi & 1OW ( 05 ) FLOOR/DEMO MINTING 1+ (id L - (R) 30 13' -1' le'-o- 35 12' -7" 16' -0° 40 12' -2° 16' -2" 45 11' -8' 14' -3° 50 11' -e' 13' -7" 55 11' -7 12' -11° e0 11' -0° 12' -4° 85 10' -9° 11' -11" 70 10' -7° 11' -5" 75 10' -4" 11' -1' 80 10-0 10-0 85 9' -9° to' -0 90 8, -8° 10-1' 95 9' -2° 9' -10" 100 9' -0° 9' -7° 105 8' -9° 9' -4° 110 8' -7° 9' -2° 115 8' -0 8' -11° 120 8' -2° 8' -9° 125 6' -0° 8' -5° 130 7 -10 8' -1" 135 7'-9° 7' -9" 140 7-7 7' -8° 145 7' -5° 7' -3° 150 7'-4' 7' -0° 155 7'-2" 6' -9" 160 7' -1° 0 -7° 185 7-0" 8' -4° 170 6' -11° 17 -2° 175 6' -9" 0-0" 180 8'-8° 5' -10" 185 6' -7° 5'-8° 190 8'-8° 5' -8° 195 8' -6' 5' -5° 200 6' -4° 5' -3" 205 6' -3° 5' -1" * NOM; (1) 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 OR FLOOR/CEILING: GIVEN A POSRMVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +° FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L-° FROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN S EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L +° AND °L- ". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS DI BETWEEN WALL W/ MOOR /CEIUNG MOUNTINGS: FOR A GIVEN POSMVE DESIGN LOAD: DETERMINE: Lt +- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 +- MAX. SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 -- MAX. SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN L5 EQUAL TO THE MINIMUM BETWEEN `1_1 + ", "1.2 + ", "1.1= AND 1.2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD 10 DETERMINE MAXIMUM ANCHOR SPACING. • CEP pAT1ON TO aSS O IREMFNTS (1) SEE MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0° ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, - MEASURED AT BOTTOM OF SHUTTER IS 3'. MINIMUM SEPARATION TO GLASS SCHEDULE;; SHUTTER W/ ONE LOCK SHUTTER INSTALLATION W/ CENTERMATES MOWN • MAXIMUM SHUTTER SPAN °L +° OR "L-° FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 pot DESIGN LOAD. t CORNER CENTE iMATE #3 MAY BE USED AT AU. MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY COMMON 12 NOTE f5, SHEET 4 OF 14. ALLOWED 4" 4° MINIMUM SEPARATION TO GUESS SCHEDULE; <0,I RIM W/ ONF 10:K At TWO LOOKING RODS OR 114144 0NL7 1810 LOCKS SHUTTER SPAN INSTALLATION W/ SONERICIL CENTERMATES INSTALLATION W/ CENTERMATES 105° OR LESS 2 3/4° 3 3/16" >105° TO MAX. ALLOWED 3 1/4° 3 1/4° INSTAL I ATION I EOFND CONCRETE • M maxis e) 9 D 5 8) WOOD (SHEETS 13 A 14) WALL MOUNTING # 1, 2, 3 & 4 p 1W, 2W, 3W. 4W, 5W & 6W FLOOR /CEILING MOUNTING # 5, 6, 7 & 8 f 881, 9Vi & 1OW F.B.C.(High Velocity Hurricane Zone PRODUCT RENSVWED as complying olds OK NAM Bidding Code Acceptance No LT • Iz5.10 Date r13,1,uC7 X:CVISED es ams:43/ug w1's 7005 P541da Bs iir,, Cesx ANN,4:aLse No Dsta • !..V•Tf.F = TOY , AIL ...�1 : u Dads Ofvisfo, MIAMI -DADE COUNTY • • • • •• 0 • • • •• • ••• • •• • P.E. SEAL/SIGNATURE/Me • • ••• 7 (ILRGCOINC.\ TIWT TESTING & ENGINEERING COMPANY coif µia�• _38Th. &., 26. 308, want anew PIASW, 33140 i w : (A71 •153• . Roe : (305)871 -1531 • 41- �•tiltec0600l.com • • • WALTER'A- �tun•J•r. P. E. RCRIOA LLD.•# 44167 ® 2003 EASTERN METAL WPM INC. Chia um. a0aT 1.57 wow w. IMAM W 44441412. IR. BRIM OM X26) PHONE: (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SNUTTER Bertha Hamadton Shatter System UV. Ne DESCRIPTION OW 04 -112 DATE 2/2/00 2 Drum DATE] 2/2/08 DRAWING No 06 -015 ••• • • • • • • 0 • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 9SHEET 14 Ni. AtiffillBLIEMILIZAIRID POINTS SOUD -SET WEDOE-SIOLT MAXIMUM DESIGN PRESSURE RATING (p.13.f.) AND CORRESPONDING MAXIMUM ANCF10R* SPACING (In.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTAUATION$ (SEE MOUNTINGS 1, 2. 3 & 4 ON SHEET 5) WALL MOUNTING 1 W BO HEADER SPAY 00 NEOATNE I maD 30 4 l - ' 14 12 6 11' -0° 14 12 7 14 12 10 14 12 5 12' -O' 14 12 5.5 14 12 1 9 14 12 4 13' -0° 14 12 45 14 12 7.5 14 10.5 .15 14' -0' 14 12 4 14 12 &5 14 &5 - I5' -0' 14 9.5 - 14 12 - 14 - 18' -0° 14 - - 14 - - 75 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 5.5 8.5 9 4.5 5 8.5 J.5 4 7 90 8 8 8 8 8 8 a 8 8 a 8 8 7 8 8 5 5.5 8 35 4 7 3 3.5 5.5 120 8 8 8 8 a 8 a 8 8 5 5.5 8 3.5 4 8.5 3 5 4 POURED CONCRETE WALL MOUNTING 1 W (? HV 2° Max.: • HEADER/ SILL ; 2 160 205 JO 6 14 8 8 14 6 6 14 6 3.5,14 6 4 14 6 8 14 4 3 ,14 5.5 - 14 6 4.5 14 J - 14 5 3.5 14 - - 14 - - 14 4 - 14 - - 14 - - 14 - - 14 - - 74 - - 14 - - 14 - - 14 - - 14 - - 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 - - 14 - - 14 - - 14 - - 14 40 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 12 10 10 10 to 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1D 10 10 10 10 10 7.5 9 10 5.5 &5 10 75 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 7 9 90 8 8 8 8 a 8 8 8 8 a a 8 8 8 8 8 8 8 65 7.5 8 45 5.5 120 8 8 8 8 8 8 a 8 8 8 a 8 5.5 8.5 8 ..5 4.5 7 J 5.5 160 205 30 6 8 14 8 8 14 8 8 14 8 5 14 8 8,14 8 8 14 8 3 14 8 3.5 14 8 8 14 .3.5 - 14 4.5 - 14 6 4 14 - 14 3 - 14 5 - 14 - 14 - - 14 - - 14 - -114 - 14 - - .14 40 12 12 12 12 12 12 12 12 12 12 12 12' 12 12 72 12 12 12 12 12 12 WALL MOUNTING 2 NEGRAS DEISM WAD 60 75 90 WALL M.UNTING 3 W 0 HEAD Dana+ LOAD 120 10 9 8 8 10 9 8 8 19 9 8 8 10 9 8 8 10 9 8 8 10 9 8 8 10 9 8 8 10 9 8 8 10 9 8 8 10 9 8 8 10 9 8 10 9 8 10 9 8 10 9 8 10 9 8 10 9 8 10 9 8 10 9 8 10 10 10 - - 14 12 10 - - 14 12 10 - 14 12 10_ - 14 - ' 14 14 - 14 - 14 - X14 -'14 - f4 - 14 - 14 - 14 - 14 - 14 - 14 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 . 10 70 70 10 10 10 10 10 10 10 99 9 9 9 9 9 9 9 8 8 8 8 a 8 8 8 8 8 a 8 8 a 6.5 7.5 8 6 8 6 6 6 8 8 6 8 6 6 6 8 a 8 5 6 6 205 30 14 6 14 6 14 6 X14 8 14 8 14 8 14 6 a a 6 6 4 5 14 14 14 14 14 14 14 8 114 - 114 - 14 - 14 PRODUCT RENEWED meow/tins ah0 /06 rlor'tdt Iltdding Cade Acceptance Ne & 'IZ '10 bon s ,..r.r•41Y /Y. 1 Lrr! PRODUCT REVISED se emptying with Deno/tit Battling Cade E Ofeafe ea Date Z o( . 7 7 Dade DlviBoa MIAMI -DADE COUNTY .3.5 14 14 12 14 14 11 14 14 10 14 14 9 14 14 8.5 14 14 8 14 14 7.5 14 14 40 12 12 12 1 12 12 1 12 12 12 12 12 12 12 12 11.5 12 12 1• 12 12 9 75 9 9 9 9 9 a 9 9 9 6 9 a 5 9 9 3 7 5 5 3.5 12 .3.5 12 5 - 85 12 12 7.5 12 12 5 12 9 3.5 9 6.5 3 7 90 120 8 8 8 8 8 8 8 7.5 8 8 8 8 8 3 8 7 8 5 4 - 8 4 7.5 3 6 - 4 - 4 - 3 - 180 8 8 6 .3 5.5 4 * SEE ANCHOR SPECIFICATIONS ON SHEET 11 RED CONCRETE CONCRETE BLOCK MOUNTING 3 W (a HV Max. B 0 HEADER SILL ; 2 11011T68 INS01 MAO 7'^ .30 14 14 45 14 14 - 14 14 14 - 14 - 14 14 14 14 - 14 - 14 - 14 14 - 14 - 14 - '135 - 14 14 205 8 5 .3.5 3.5 - 4 3 4 4 •• ••• • • • • - - • • • • • ••• • ;«1ico INe. • • • •• • • •• •• • ••• • • • ss • • • • •ii P.E. SEAL /SIGNATURE/DATE • • •• 12 14 14 11 14 14 10 14 14 9.5 14 14 &5 14 14 8 14 40 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 71.5 12 12 10 12 12 9 12 12 8 12 12 74 12 12 7 12 12 6.5 12 12 8 12 14 11.5 7.5 14 14 60 75 10 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 8 10 9 10 9 8 7 10 9 10 9 7 0 10 9 10 9 6.5 '5 10 9 10 9 8 3 10 8 10 5.5 5.5 10 10 3.5 10 7 6.5 4.5 6 3.5 5 3.5 90 6 a 8 B 8 8 a 8 8 64 8 a 5.5 8 8 35 8, 7 5.5 4 4 120 8 a 8 7.5 8 8 8 8 8 J.5 8 7 5 3.6 3 WALL MOUNTING 4 180 205 30 4 8 8 14 6 6.14 5.5 - 14 6 5 14 6 3.5 14 - - 14 6 14 4 - 14 - - ,14 3 - 14 - - ;14 - 14 - - 14 - 14 - - 14 - - 14 - - 14 - -1135 - - 14 - - 14 - - 12 - - 14 - - 14 - 11 - 14 - 14 - 10 - 14 - 14 - 9.5 - 14 - 14 - 8.5 - 14 - 14 - 8 - 14 - - 14 - - 7.5 - - 14 - - 14 40 12 12 12 12 12 12 12 72 12 72 72 12 12 12 12 11.5 12 12 10 12 12 9 12 12 8.5 12 12 75 12 12 7 12 12 6.5 12 12 8 12 11 169112: DE&•t taw 80 75 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 8 70 9 70 9 9 7 10 9 to 9 7.5 8 10 9 10 9 7 5.5 10 9 10 9 8 45 10 9 10 8 5.5 3.5 10 9 70 8.5 5 - 10 - 9 5.5 4 - 10 - 7.5 - 35 - 9 - 8.5 - 90 8 8 8 8 8 a 8 8 a 7 8 8 6 a 8 5 8 8 4 8 7 3 7.5 5.5 120 8 8 8 75 8 8 8 a 8 5 8 8 3.5 a 8.5 6.5 5 5.5 4 160 6 8 8 5.5 6 8 4 6 8 8 5 5 3.5 4 3 205 8 6 8 3.5 8 8 8 4 4.5 3 F.B.0 (Nigh velocity Hurricane Zone) 'Qtjlj TESTING & ENGINEERING COMPANY 6322 N7 3620 29. 302. Slone ; (3Q 871!15: • 4D -rntIg tll' • 300a 0414:840 FLORIDA 33168 Peas (305)871-1531 O 01.a0m B 9 • Wp.TiR Al Jr. P. E. FLORIDA Uo. # 44167 43 2003 EASTERN METAL SUPPLY, INC. MErALttcH. um. ••rR,••7 7•31 W. UNWIND Qt. t••ien. r4 •6•M OSSA #26) PHONE (305)823 -4604. FAX: (305)826 -7979 MAXIMUM IMPACT HP ACCORDION SHUTTER Bertha EVIecordlon Shutter System 788. Nd 9880WPDON 0ATE 0rna1 011 S.Y. OLD 01-112 242102 4 8 DATE: 2/2/08 DRAWING No 06 -015 10 SHEET 14 ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • •• •• •• ••• *NOTES ON ANCHOR REQUIREMENTS. POURED CONCREIE OR CONCRETE BLOCK SUBSTRATE$ 1. ANCHOR.* TO WALL SHALL BE AS F0LLO4V9 (A) TO EXISTING POURED CONCRETE: (bin. Fe • 3 lad) - 1/4•0 TAPCON ANCHORS, AS MANUFACTURED BY LT.W. RAMSET/ RED HERO. - 1/4'0 It 3/4' ALL POINTS 93130 -SET ANCHORS AS DISTRIBUTED HY ALL POINTS SCREE/, 8077 & SPECIALTY COMPANY. 1/4'0 WEDGE -BOLT ANCHORS AS MANUFACURED BY POWERS FASTENINO, INC. NOTES: Al MINIMUM EMBEDMENT INTO POUND CONCRETE OF TAPCON ANCHORS IS 1 3/4', AND 2' FOR WEDGE -801.7 MOORE 9.2) MINMUM EMBEDMENT 07 1/4'0 x 3/4° ALL POINTS SOUR -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO 678DMEM' INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 S.S. MACHINE SCREW USED SHAD. BE 1 1/2' LONG MEW SHOULD STUCCO EIGST, AND 1" MIWMUM FOR WALLS WITH NO STUCCO. 4.3) iN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 0.1) & E2) ABOVE. FOR INSTALLATIONS ON VINO. SIDING OR E)FS CONSULT THIS ENGINEER. - 1/416 TAPCON'ANCHORS, AS MANUFACTURED 8Y 1.1-11. RAMBET/ RED HEAD. - 1/4'0 x 3/4° ALL POINTS 50U0 -SET ANCHORS AS DISIR1EMTED 8Y ALL POINTS SCREW. 801.7 & SPECIALTY COMPANY. - 1/4'0 WEDGE-BOLT W/ 1/4 °0 81.00(-77.90 ANCHORS AS MANUFACTURED 8Y PORMS FASTENING INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & 04000 -HOLT ANCHORS. S 1 1/4 ". 8.2) EINEM EMBEDMENT OF 1/444 x 3/4' ALL POINTS SOLO -SET ANCHORS SHALL BE ENTIRELY EMBEDDED ISO THE commis BIDCK. NO F188EDME9T INTO 8171220 SHALL BE KRAKOW. 1/4' 0-20 SS. 972)47710 SCem USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO MST, AND 1' MINIMUM FOR WALLS Want NO 5TICCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAPERS OR ANY VENEER BE FOUND ON THE EIESTNG WALL OR ELO0R, ANCHORS SHALL BE 1ONO ENOUGH TO REACH THE MAN STRUCTURE BEHIND SID WALL FINISHES. ANCHORAGE 874771. 80 AS INDICATED ON NOTES B.1) & B.2) ABOVE. FOR INS7ALUTONS ON VINYL SIDING OR EEFS CONSULT TINS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FC1.0MNC ALL OF THE RECOMMENDATONS AND SPECF1CAT0N5 OF 11-IE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR sox DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR 8424409. EDGE DISTANCE VERSUS SPACING FOR ANCHORS Raugummusgas FOR 3 1/2' EDGE DISTANCE FOR WEDGE -BOLT FOR E. R LESS THAN SPICING BY MUUIPLYII0 THE FOLL03040 FACTORS. (NOTE ANCHORS S 3'1. REDUCED SHALL NOT BE THAN MINIMUM TYPE • HAXIMUM DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR* NEGATIVE LOAD FACTOR TYPeON SPACING f1n.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. DESIGN ALL �T POINTS SOUD- MPH. 8790918.3• 1.7. 017010.3' AN3 A CORRESPONDING MOUIGNG TYPE FOR CONCRETE INSTALLATIONS 3' 0.83 (SEE MOUNTINGS 5, 6, 7, & 6 ON SHEET 6) SPAN 2 1/2" POURED CONCRETE CEIUNG MOUNTING 5 FLOOR MOUNTING 6 FLOOR MOUNTING 7 FLOOR MOUNTING 8 OR) MOW MU LORD jpi i YEW&0 GOWN WN (RR moat DESON WO (yet) N0 9718 069314 LOW (we 30 40 80 75 90 120 180 205 30 40 80 75 90 120 160 205 30 40 80 75 90 120 160 205 30 40 60 75 90 120 160 205 J'-0 OR 14 12 70 9 8 B 6 6 14 12 10 9 ' 8 8 6 8' 14 12 10 9 8 -' 8 6 8 14 X12 10 ' 9 8 8 6 6 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 / 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 1 9 1 8 8 6 8 14 12 10 9 8 8 6 6 4' -Q' 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 14 72 10 9 8 8 6 5 14 12 10 9 8 7.5 5.5 4.5 14 12 10 '9 8 8 6 6 14 12 70 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 8 5 14 12 10 9 8 8 6 6 14 12 70 9 8 8 6 6 14 12 ID 9 8 8 6 6 74 12 10 9 8 8 6 6 5' -0° 14 12 70 9 8 8 6 5 14 12 10 9 8'8 8 6 14 12 10 9 8 7 5 4,14 12 10 9 8 6 4.5 3.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 4.5 14 12 10 9 8 7 5 4 14 12 10 9 8 8 6 8 14 12 10-9 8 8 6' 6 414 72 10 9' 8 8 6 8' 14 12 10 9 8 8 6 6 5-0' 14 12 10 9 8 7.5,5.5 4 14 12 10 9 8 8 6 6 '14 12 70 9 7.5 5.5 4 3 14 12 10 8 7 5 3.5 3 14 12 10 9 8 8 8 5 14 12 10 9 8 8 6 6 14 12 10 9 8 6.5 5 .3.5 74 12 10 9 8 6 4.5 3.5 14 12 10 9 8 8 6 8 14 72 10 9 8 8 8 8 14 12 10 9 8 8 6 5.5 14 72 10 9 8 8 8 5 7' -0" 14 12 10 9 8 6 4.5 3.5 14 12 10 9 8 8 6 6 14 12 10 8 6.5 5 3.5 - 14 12 9 7 6 4.5 3 - 14 12 10 9 8 7 5 4 ' 14 12 10 9 8 8 6 8 14 12 10 9 7.5. 5.5 4 3 14 12 10 8 6.5 5 .3.5 3 14 12 10 '9 8 8 6 8 14 12 10 9 8 8 9 6 14 12 10 9 8 8 8 4.9 14 12 10 9 8 7.5 5.5' 4 8' -0° L 14 12 10 9 7.5 5.5 4 - 14 ' 12 10 9 8 8 6 - 14 12 8.5 7 5.5 4 3 - ,14 11.5 7.5 6 1 5 4 .3 - 14 12 10 9 8 6 4.5 - 14 72 70. 9 8 8 6 - 14 12 10 8 6.5 5 3.5 - 14 12 9 7 8 4.5 J - 14 12. TO 9 8 8 8 - 14 12 10 9 8 8 ' 6 - 14 12 10 9 8 ' 7 5 - 14 12 10, 9 8 6.5 5 - 9'-0' 14 12 10 8 6.5 5 - - 74 12 10 9 8 8 - - 14 11.5 7.5 6 5 .3.5 - - 14 10.5 7 5.5 4.5 15 - - 14 12 10 9 7.5 5.5 - - 14 12 10 9 .8 8 - - 14 72 8.5 7 5.5 4 - - 14 12 8 6 5 4 - - 14 12 10 9 8 8 - - 14 12 10 9 8 8 - - 14 12 70 9 8 6 - - 14 12 10 - 9 7.5 5.5 - - 10' -0' 14 12 9 7 6 4.5 - - 14 12 10 9 8 8 - - 14 10.5 7 5.5 4.5 .3.5 - - 12.5 9.5 6 5 4 .3 - - 14 12 10 8 6.5 5 - - 14 12 10 9 8 8 - - 14 12 8 6 5 4 - - 14 10.5 7 5.5 4.5 3.5 - - 14 F12 10 9 8 7 .- - 74 12 10 9 8 8 - - 14 12 10 9 7.5 5.5 - - 14 12 10 8.5 7 5 - - 11'-0° 14 12 8 8.5 5 4 - 74 12 10 9 8 8 - - 12.5 9.5 6 5 4 .3 - - 11.5 8.5 55 4.5 3.5 2.5 - - 14 12 9 7 6 4.5 - - 14 12 70 8 8 8 - - 14 10.5 7 5.5 4.5 3.5 - - 13 9.5 8.5 5 4 3 - - 14 12 10 9 8 6.5 - . - 14 123 10 9 8 8 - - 14 12 10 8 7 5 - - 14 12 9.5 7.5 6 4.5 - - 72'-0° 14 11 7.5 6 5 -. - - 14 12 60 9 8 - - - V1.5 8.5 '5.5 4.5 .3.5 - - - 10.5 7.5 5 4 3.5 - - - 14 12 8 6.5. 5.5 - - - 14 12 10 9 8 - - - 13 70' 6.5 5 4 - - - 12 9 6 4.5 4 - - - 14 12 10 9 8 - - - 14 12 10 9 8 - - 14 12 9.5 7.5 6 - - - 14 12 8.5 7 5.5 - - - 13'-0° 1.3.5 10 8,5 5.5' 4.5 - - - 14 12 10 ' 9 8 -. - - 10.5 8 5 4 .3.5 - - - 9,5 7 4.5 .3.5 3 - - - 14 11.5 7.5 6 8 - - - 14 12 10 9 8 - - - 12 9 6 4.5 4 - - - 11 6 5.5 4 3.5 - - - 14 12 10 6.5 7 - - - 14 12 10 9 8 - - - 14 12 8.5 7 8 - - - 14 12 8 6.5 5 - - - 14' 12.5 9.5 8 5 - - - - 14 12 10 9 - - - - 10 7.5 5 4 ' - - - - 9 6.5 4.5 3.5 - - - - -0' 14 10.5 7 5.5 - - - - 14 12 10 9 - - - - 11 8.5. 5.5 4.5 - - - - 10 7.5 5 4 ' - - - - 14 12 10 8 - - - - 14 12 10 9 - 14 12 8 6.5 - - - - 14 11 7.5 8. - - - - 15' 12 9 6 - - - - - 14 12 10 '- -0" 13.5 10 6.5 - - - - - 74 12 10 - - - - - 10.5 8 5 - - - - - '9b - 14 12 9.6 - - - - - 14 12 10 - - - - 14 71.5 7 . 5 - - - - - 14 10.5 7 - - - - 78'-0' 11 8 5.5 - - - - - 14- 12 10 - - - - -- 8.5 8.5 4 - - - - - '7.5 5.5 4 - - - - - 12.5 9.5 8 - - - - - 14 12 10 - - - - - 10 7.5 5 - - - - - 9 6.5 4.5 - - - - - 14 12 9- - - - - - 14 12 70 - - - - - 14 10.5 7 - - - - - 13 95 8.5 - - - - •• ••• *NOTES ON ANCHOR REQUIREMENTS. POURED CONCREIE OR CONCRETE BLOCK SUBSTRATE$ 1. ANCHOR.* TO WALL SHALL BE AS F0LLO4V9 (A) TO EXISTING POURED CONCRETE: (bin. Fe • 3 lad) - 1/4•0 TAPCON ANCHORS, AS MANUFACTURED BY LT.W. RAMSET/ RED HERO. - 1/4'0 It 3/4' ALL POINTS 93130 -SET ANCHORS AS DISTRIBUTED HY ALL POINTS SCREE/, 8077 & SPECIALTY COMPANY. 1/4'0 WEDGE -BOLT ANCHORS AS MANUFACURED BY POWERS FASTENINO, INC. NOTES: Al MINIMUM EMBEDMENT INTO POUND CONCRETE OF TAPCON ANCHORS IS 1 3/4', AND 2' FOR WEDGE -801.7 MOORE 9.2) MINMUM EMBEDMENT 07 1/4'0 x 3/4° ALL POINTS SOUR -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO 678DMEM' INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 S.S. MACHINE SCREW USED SHAD. BE 1 1/2' LONG MEW SHOULD STUCCO EIGST, AND 1" MIWMUM FOR WALLS WITH NO STUCCO. 4.3) iN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 0.1) & E2) ABOVE. FOR INSTALLATIONS ON VINO. SIDING OR E)FS CONSULT THIS ENGINEER. - 1/416 TAPCON'ANCHORS, AS MANUFACTURED 8Y 1.1-11. RAMBET/ RED HEAD. - 1/4'0 x 3/4° ALL POINTS 50U0 -SET ANCHORS AS DISIR1EMTED 8Y ALL POINTS SCREW. 801.7 & SPECIALTY COMPANY. - 1/4'0 WEDGE-BOLT W/ 1/4 °0 81.00(-77.90 ANCHORS AS MANUFACTURED 8Y PORMS FASTENING INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & 04000 -HOLT ANCHORS. S 1 1/4 ". 8.2) EINEM EMBEDMENT OF 1/444 x 3/4' ALL POINTS SOLO -SET ANCHORS SHALL BE ENTIRELY EMBEDDED ISO THE commis BIDCK. NO F188EDME9T INTO 8171220 SHALL BE KRAKOW. 1/4' 0-20 SS. 972)47710 SCem USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO MST, AND 1' MINIMUM FOR WALLS Want NO 5TICCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAPERS OR ANY VENEER BE FOUND ON THE EIESTNG WALL OR ELO0R, ANCHORS SHALL BE 1ONO ENOUGH TO REACH THE MAN STRUCTURE BEHIND SID WALL FINISHES. ANCHORAGE 874771. 80 AS INDICATED ON NOTES B.1) & B.2) ABOVE. FOR INS7ALUTONS ON VINYL SIDING OR EEFS CONSULT TINS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FC1.0MNC ALL OF THE RECOMMENDATONS AND SPECF1CAT0N5 OF 11-IE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR sox DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR 8424409. EDGE DISTANCE VERSUS SPACING FOR ANCHORS maxim ANCHOR SPACINGS ARE VALD 1/4'0 T7PCON MID SOLO SET AND FOR 3 1/2' EDGE DISTANCE FOR WEDGE -BOLT FOR E. R LESS THAN SPICING BY MUUIPLYII0 THE FOLL03040 FACTORS. (NOTE ANCHORS S 3'1. REDUCED SHALL NOT BE THAN MINIMUM TYPE • THE ABOVE MENTIONED, REDUCE ANCHOR SPACING SHOWN ON SCHEDULE at Min. E 0. FOR ALL POINT SOLID SET SPACING DETAINED USING FACTOR SPACING NCGTED FOR EACH ANO108 ACTUAL E 0. FACTOR WEDGE -BOLT 1/4'0 T PCON SCUD SET MPH. 8790918.3• 1.7. 017010.3' e0 ORO N0 . 3b' 3' 0.83 0.83 0.78 2 1/2" .0.08 0.68 - 2' 0.50 0.50 - PRODUCT REVISED as emplyh'4 wIt8 the 01tarB78 Baldh'0 rrce 60p1 Exptnu104 m o7 a Dade DUvlskn MIAMI -DADE COUNTY • • • • • • • • • • •• ••• •• 117.• C O INC. • P.E. SEAL/SIGNATURE/DM TIIN TESTING & ENGINEERING COMPANY 66Wl3•l& 48. St., swam, 87RDB4S, 178905 33199 (305)1171 -8830• F• : (305)871 -1531 e -rr Il: rtilt8o®aol.corn • • • •Et- DfA8799 • • wan S, T®JT 4r. P. E FC0510. Lk. it 44187 F.B.0.(High Velocity Hurricane Zone ® 2003 EASTERN METAL SUPPLY, INC. M I CH. am CYT11887 9170 W. =COMB YR WINJ W. A. 00014 (ASSA #26) PHONE: (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Botha HV 00 0dion Shutter System DDON 01.0 04 -112 DA1E 1/2/00 2 3 4 Oro,n by B.M. DATE: 2/2/06 DRAWING No 06 -015 a a SHEET 11 14 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • ••• • • • • • • • • • •• •• • • ••• • • • • • • • • . • • • ••• • • • • • • • •• •• • . ••• • • • ••• • • • is • • • • • • • • • •• •• ••■ • • ul. ,, ,, 9.1•. ► 'i�X : i1li • i.►• •1•; Zia- 1•i• i ., , i► ■•: L. ■q. •[ _ LIAL :,,. a III_: ':►� ► ,_110 *A. ► •. -* 'Li 1. •1... . •L• L I∎•Udl ►_ 11' (SEE MOUNTINGS ON SHEETS 13 & 14). SPAN 0) U B !E3 -T- RAT E SOUTHERN PINE No. 2 W/ MIN. G =0.55, DOUGLAS FIR W/ MIN. G =0.50 SPRUCE PINE FIR NORTH W/ MIN. 0 =0.43 SPRUCE PINE FIR SOUTH W/ MIN. 0 =0.36 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W &low WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & tow WALL MOUNTINGS 1W 2W, 3W & 6W 1W, CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 4W & 5W NEGATIVE UE9GN LOAD (psi) NEGATIVE 00809 LOAD (pat) NEGATIVE ESSEN LOAD (pet) NEGATIVE DESIGN LOAD (pef) ' NEGA114E DESIGN LOAD (pat) NEGATIVE DMA L410 (pry MGM DESIGN LOAD (pat) 30 40 60 75 90 105 30 40 80 75 90 105 30 40 80 75 90 105 30 40 80 75 90 105 30 40 60 75 90 105 30 40 60 75 90105 30 40 60 75 90 105 3' -0" OR L SS 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 4' -O" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 8 6 6 6 6 6 6 5 4 4 4 3 5' -0" 12 10 10 9 8 8 6 6 8 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 6 7 6 6 6 6 6 5 6 5 4 4 4 3 6' -0" 12 10 10 9 8 8.5 6 8 6 8 5.5 4.5 12 10 10 9 8 5 6 8 6 5.5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 7' -0° 12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 8 5 4 3.5 6 5 4 4 - - 8 ' - 0 " 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 8 5 4.5 3.5 3 6 5 4 - - - 9' -O" 12 10 10 5 3.5 - 6 6 5.54.5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 10' -0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 8 4 3.5 3 - 12 10 .3 - - - 6 6 4 3.5 3 - 6 5 - - - - 11' -0" 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - 12' -0° 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - 13' -0° 12 10 - - - - 6 6 ____1210----6&5----127.5----64.564.5- 14'-O" 12 10 - - - - 8 5.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - - 15' -0" 12 - - - - - 6 - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - 18' -0° 12 - - - - - 6 - - - - - 12 - - - - .- 5 - - - - - 11.5 - - - - - 5 - - - - - 6 - + NOTES ON ANCHORS REQUIREMENTS: W000 SUBSTRATES, 1. ANCHORS TO WALL, FLOOR DR SOLID WOOD SOFFIT SHML BE AS FOLLOWS: - 1/00 TAPCON ANCHORS, AS MANUFACTURED BY I.tW. BUILDER W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 • 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNRNO TYPE 76, SKEET 14 AND SSW. CONSIST OF LAG SCREWS AS PER NDS 1897 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWWQ - SOUTHERN PINE No. 2 W/ /3.0.58 (N.D.8) - DOUGLAS FIR W/ 0.430 (NDS.) - SPRUCE PINE FIR NORM W/ C-0.43 (ND.S.) - SPRUCE PIM RR SOUTH W/ 00.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1888 APA) 4. ANCHORS SHALL BE MUM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. •• ••• • • - • • • • • •• F.B.C.(High Velocity Hurricane Zone} • MONET RENEWED . the Raidh• Cade o i -t 6.ID AeaP> Date 0.7,1'1! N, / ( " , ,` : ° • Divides PRODUCT REVISED ae complying with the Florida Aw Code Arm:reamr _ 2. •0 6 • • •• • • • • .. • .. 9 • • • • ••• • • p • . 18 2003 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV ACCORDION SHUTTER .�tt Bertha HY oordton Shutter System _ . • TIE c o IMC. L* •.t! �C. gsr.1•87 ,�. m 2mm4 (ASSA #26) PHONE: (305)823 -4604, FAX (305)826-7979 BIAS TESTINCtp& EN NEERING COMPANY NMI 3•e. SLAP&OOe, OMENS, laDRmA 33168 Ttime : (303(,871.1 : (309 )671 -1631 • • e -m4Ui tit aol.eom 113-16106 1£1 ••• W .Ti A. T Jr. P. E FLORIDA Lla # 44167 Espvrctcnlr- - 07 B3 REV. Ne OESCWPTON DATE D..n 9.M. 1 OLD Ch112 2/2/00 DATE: 2/2/06 • • . • M • • • • `x330 ` 2 DRAWING No 06 -015 i iaDlt Dtrisba MIAMI -DADE COUNTY • • y y. • • h / • i•• P.E. SEAL /SIGNATURE /DATE 3 • SHEET 12 OF 14 9 ••• • • • • • • • • . • • • ••• • • • • • • • •• •• • . ••• • • • ••• • • • is • • • • • • • • • •• •• ••■ • • 0 FAMI WALL FINISH 1/4'� TAPCON W/ 1 1 2' 111n. OF 71,-MAM TO DOS11N0 W008 HEADER. (SEE SCffDULE ON SHEET 12) GO EXISTING MIN. HEAD REQUIRED MIN. SEPARATION (SEEGLASS SCHEDULE ON SHEET 9) OO EGSTING GLASS--" •x4° CONT. D PLA D. WALL CONNECTION AT TOP MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) II INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 0 III _ �= .�'K^'�.�'°' FINISH 0,44.1 / 't'A 2°x4 CONT. I lill f W00D PLATE ©IR© REQ'D. 1/4 0 TAPCON W/ l/2° Mtn. PENETRATION '1 OF THREADED AREA Imo PLYWOOD. (SEE SCHEDULE ON SHEET 12) 1/4'0 TAPCON W/ 1 1/2° Mtn. PENETRATION OF AREA i'',,,m111,___ m MONO WOW HEADER. (SEE SCHEDULE ON SHEET 12) 1/4 °0- 20x3/4• S.S. MACHINE 50REWS W/ 1/4• -20 NUtS .,. 8 /2° O.C. 1 A II ' -y . Y� FOdISH - �1�,4 d..,vo EXISTING MW. I HEADER REQUIRED 11 u MIN. SEPARATION DISnNO ' (SEE TO GLASS GLASS-1 ON SCHEDULE 9) WALL CONNECTION AT TOP EXISTING 0 SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 61:6‘— OR 111 111 1/2• MIN. COX PLYWOOD REQ'D. EXISTING MIN. 2 °44 STUDS • 16° O.C. MAX. REDO. PLYWOOD TO BE ATTACHED TO SUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. WALL CONNECTION AT BOTTOM 1/2° MIN. COX-1 PLYWOOD 8500. PRODUCT REVISED as Code with lh.FblEdw Balding Ne. . ExpkaDan Date - /W TI/ BY .._.. Miami Division •0 7 MIAMI —DADE COUNTY WALL FINISH Mtn. n!R 1M O 0 1) 1/40- 20x3/4' SS. MACHINE SCREWS W/ 1/4 ° -20 NUTS ® 12. 0.C. 1/40 TAPCON W/ 1/2° Min. PENETRATION OF THREADED AREA WTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) ® WALL CONNECTION AT BOTTOM • •• ••• • • • • • • • •• • e •• ••• • • • • '• •mss • • ' • • • ,/• • • • • • •• P.E. SEAL /SIGNATURE /DATE SCALE: 3/8..i. MIN. SEPARATION TO GLASS (SEE SCHEDULE 014 SHEET 9) RAU- FINISH I�� MI- i '' OF TAPCON W/ 1 1/2" 10N. PENETRATION OF TrOiFADm AREA m EXISTING WOOD 1°I In PLATE . (SEE SCHEDULE ON SHEET 12) �nJ 2°x4° COM. SILL PLATE REDO. WALL CONNECTION AT BOTTOM ea © 1-SEE SHEET 3 FOR TYPICAL ASSEMBLY 2-MOUNTING SECTIONS CAN SE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1%► 111111 -1 irMaan. n. • • • • • • • • • ••• • 4L4.1j TESTING & ENGINEERING COMPANY ens 02I.36M.�y 8It. 399. WSW A 99908118. RAMA 33188 Tjpone : (305 7I 53 . tex : (30871 -1531 •• • — III(��TCCCCritI''tl c0o6Dal.com • WT&R�A Jr. P. E. FLORIDA LAY. # 44187 O 0 Mtn.+I 1/40- 20x3/4' 5S. MACHINE PLATE SCRENS USING 1/4• -20 NUTS ID. O 12° c.c. 1/4� TAPCCN W/ 1 1/2" Min. PENETRATION OF AREA • MNWIDT H OF WOOD PLATE. (SEE SCHEDULE ON SHEET 12) BIM WALL CONNECTION AT BOTTOM F.B.C.(High Veiocity Hurricane Zone) 0 2003 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha linecordioa Shutter Spawn riVrrikAL CH. um gay.1•57 slaw •. aa•oww sA 112210114. q. met {ASSA #26) PHONE (305)823 -4604; FAX (305)826 -7979 OE8CR1TIWN DATE Dram b• B.M. o:n o4-112 sye/oe DATE: 2/2/06 ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• • ••• • • DRAWING No 06 -015 2' N. 1/2° r• =� IMO ABBB':;i1ilENIAIrL� /: .,:111'' ,qq #14313/4° S. • B' 0.C. G4 OPEN HOLE AT EACH 5T10 TO ACCEPT 5 /16'0 LAG SCREW AT CENTER OF TUBE. I MN. SEPARATION 'I (SEESCHEDLL.E 014404NG ON SHEET 9) GLASS ----- ocm ® OF APPLICABLE) E70SON0 WOOD TRUSSES OR RAFTER 0 24' 0.0. REQUIRED E7aSTNG SOFFIT 3/4' Max. THK. 1'x4 °x1/8" 00441. ALUM. TUBE T SCREWS / (S S /18 °OR TRUSS. LOCATE EA 1.50 55CREWS AT MIDNmTH OF EXISTING WOOD MEMBER. (2° Mtn. NOMINAL WIDTH) 9/ 2° Min. PENETRATION OF THREADED AREA. VAUD FOR INSTALLATIONS WITH 72po1 MAX. LESION LOAD AND 9'-0' MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR X000 W/ MIN. SPECIFIO GRAVITY OF 0.50 AS DOUGAS FIR OR SOUTHERN PINE No. 2. OR EQUAL HOLLOW CEILING MOUNTING INSTALLATION EXISTING 1 MIN. SEPARATION GLASS (SEE SCHEDULE ON SHEET 9) /4°9 TAPCON WAMA /1 INTO ROOD P DECK. T (SEE SCHEDULE ON SHEET 12) 2° MIN (*��NE�� 2'x8° MN. WOOD 000K REQUIRED (110 FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 49x8° (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED MATER OR ARCHITECT PRIOR TO "turn 5STAUAi10N. 1/4 °0 TAPCON 9/ 1 1/2° M'm. PENETRATION OF THW.VED AREA 10 EXISTING W000 BEAM. (SEE SCHEDULE ON SHEET 12) Dom —1 MN. SEPARATION TO GLASS (SEE ON SHEET 9) SOFFIT MOUNTING INSTALLATION IMIN. SEPARATION TO GLASS �SCHEDULE \ ( ON SHEET )9 ©+ 2 °x8' MN. W00D DECK REQUIRED 040 FINISH ALLOWED) EDGE OF IF APPUCABLE iKIM SEE 51001 3 FOR TYPICAL SHUTTER ASSEMBLY 2– MOUNTING SECTIONS CAN BE COMBINED N ANY WAY 10 SurR ANY INSTALLATION. ALTERNATE ANCHOR LOCATION ! seri #14%4° HEX • HEAD TEK WRENS • 12° 0.0. 2'x4° MN. WOOD STUDS. (AS APPLICABLE) EXISTING GLASS MIN. SEPARATION TO MASS (SEE SCHEDULE ON SHEET 9) 0R®OR ©OR 4R© (D÷® 1) END CONNECTION DETAIL 2 °x4" MN. WOOD 51110S REQ'D. EXISTNG CLASS MN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET )9 1/4`0 TAPCON ANCHOR • 8' O.C. W� 1 1// 2° MIN. PENETA`DON INTO STUDS OR W/ MIN. 1/2" PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. ° MIN. 1/2° MN. COX PLYWOOD. #10/1/2" S.M.S. • 16 0.0 I;9 & 0 1/4`0 TAPCON ANCHORS W/ 1 1/2° MIN. PENETRATION • 12" 0.0 1/4'9 TAPCON W 1 1/2" Min. PENETRATION OF THREADED INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) • • • • • • E 3 :10* 1' 2" MIN. 0 FLOOR CONNECTION OF DECK IF APPLICABLE C RC 0R ©OR U WALL FINISH END CONNECTION DETAIL F.B.C.(High Velocity Hurricane Zone) PRODUCT RENEWED a implying with the FINN, Ridding Code Aeseptxnee No • • 41. Mk? lit•If' ..: • ASCE 7 02 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 LS( z5 z4 z5 z4 &z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51-.60.••• 52.4 56.7 69.8 57.2 62.0 76.6 " LOCATIUM' :BO1G1. RD COUNTY, PALM BEACH AND , EXAIP,LE•.. ■ - . OTHER C ❑UNTIES WIND PRESSURES IN PSF 146 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 &z5 z4 _Positive z5 z4 &z5 z4 z5 0 -15 42.5 46.1 56.7 46.5 50.4 62.2 16- 45.2 48.9 60.2 52.1 X53.5 • • 1 21 -30 c21 -30 49.2 53.3 65.6 i 53.8 58. 72.0 -40 52.3 56.6 69.7 `57.1 .0 = -• 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 .2 67.5 83.3 MONROE COUNTY IAMI -DA E COUNTY • GENVPAIt NOTqBI••• • 1 THESE i et8S MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING • • (HURRI €DRS EESHUTTp3 i1/INDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST • •PROPERLY6ELECT. RESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE • 'VERIFIED BY THE CNT+f•{4..+ HORITIES. • 3r?LEASE*PILT €•THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. '• THE STGItATORE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART • BASED ANbASCE 7- 02•FJUBLiCATIONS. ..0.1g) NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.61 - Open Terrain wlth scattered obstructions with heights Tess than 30) 6- BUILDING CONSIDERED ENCLOSED - All glazing In the lower 60 ft shall be Impact resistant glazing or protected with an Impact resistant covering. (Section 6.5.9 - Internal pressure GCp1 =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146,150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. (a k„,a WIND PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 MONROE COUNTY Roof Slope Ch) MEAN ROOF `*) HEIGHT e�0f'r � a <= BWx0.1 ora• < =hx0.4 BW less or equal than BL a must not be Tess than a = 3 feet or a= 0.04 x BW E Al 6 CCs Inc. Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585-0304 Fax: (954) 585 -0305 E -mail: Engco@AOL.com PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 7/10/2007