Loading...
373 NE 92 St (7)Re- Insp'n Fee MIAMI SHORES VILLAGE se BUILDING DEPARTMENT 6) 305- 795 -2204 Building Inspection Request Permit No. Name Address 3 '3 /1.01Z 9? 5)- Company Phone # 305-- 7 Inspection Date ) ` \O � Appr• _-., ❑ SC C L) L , v�5 O MIAMI SHORES VILLAGE BUILDING DEPARTMENT '3'05 -7;5 -2204 Building Inspection Request l' Date `{ 1 Type Insp'n S VU J (`rif Permit No. f? 1 Name Q CCY\ CrAcT (sA-)' ``. . Address 3 „ c9,4 Company ��Z Phone # Inspection Date 1 102 Approved Correction Re-Insp'n Fee BUILXIING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name $ Value of Work For this Permit C ( D C: T Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. Permit Type (circle),_ Building_ Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) MARX- 1 C. \ rAPa ELL Phone # 3 d :� SL( 2 -3I Owner's Address 31 S YU , 1✓ `1 Z"" $*1' el. City 1 /i t t-E-csa, S State f't— Zip 3 13 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Phone # 3 D3 it) Contractor's Company Name Phone # Contractor's Address f r�- Permit No. fkX L ��� Zip ' 3 ! 3 ' City State Zip Qualifier gineer's Name (if applicable) 1 'i *•- 44Pe t." Phone # S O� S 2 - 8 ' O 1 7 Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 1,) 81A) (.Q 1 N 0 C i."..) ArT F N 1 l.4 1LOO k4 c„ u.' was cw s ) MILMLII •'cr ,.. * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ J / ., ( # CO /CC Notary $ ' Training/Education Fee $ C� ;' Technology Fee $ _„ Scanning $ 1 � " r Radon $ Zoning Bond $ Submittal Fee $ L r , • Permit Fee $ • Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) t, //5 —. Structural Plan Review. $ t 3C- C�JC� f I / , c -„- ) t Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 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 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 proper bject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the f inspectisn which oc rs seve 7) days after the building permit is issued. In the absence of such posted notice, the inspey oved tion fe w' be charged. Si Signature Agent Contractor The foregoing instrumen was acknowledged before me this ' The foregoing instrument was acknowledged before me this day of MCP , 200(1, by h it O(1f !Qko,- , who is personally known to me or who has produced As identification and who did take an oath. day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOT • ' Y ' f LI : , i , g el V a g s NOTARY PUBLIC: Sign: �� �, n i �,_ 07 Sign: M 1 Print: 1 a EMSS7 Bon : Ti n' Print: At antic My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *f * **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAR — 9 2004 APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT M A a.- e# *t e' t t - being the legal property owner, for the property Located at: '3 « Ai Ct Z? S i 2e�' Legally described as ('OT S IA 2. z f3 Li4.4c.. 44 7 tM S 5 r or? (, P / P Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7)And I have read and understand the following disclosure Statement, which entitles me td 3ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Was lack nowle�jdgg�ed before me this By .`� (It Q f Produced BUILDING DEPARTMENT DISCLOSURE STATEMENT initial of reviewing clerk. The foregoing instrument day of 0/en, 20 1 who is personally known to me or who has K r()Ain . as identification and who did take an oath. 7 0 MIAM JA( F PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 \Vest 18 Street Hialeah ,FL 33010 Your application for Notice of Acceptance (NOA) of Aluminum Tube Mullion under Chapter 8 of the Code of Miami -Dade County governing the use oFAltcrnate Materials and Types of Construction. and completely described herein. has been recommended for acceptance: by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not - be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testis_!, I I this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material i :nrlediately. BCCO reserves the riL_ht to revoke this approval, if it is determined by BCCO ti :nt :his product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1204.02 EXPIRES: S: 12/2 312006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSII SEE ADDITIONAL PAGES FOR SPECIFIC ANI) GENERAL CONDITIONS BUILDING CODES PRODUCT REVIEW COIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Re% icw Con to be used in Nlianii•Dade County. Florida under the conditions set forth above. APPROVED: 01;03/200. 1 oo 2 JIId ,°P \)I.. ' II -O.. DE COUNTY. FLORIDA METRO -D: \DE I BUILDING BUILDING (JOur. COMI'LI 'CE OFFICE rk)- D. \I)I: 1411 WEST 1'I.: \(iLI :1(S 1 1:1:1:1. SUITE 1: I N,ri; NI1:\NI1. FLORIDA 331:u - 1563 (305) 375.291)1 1 (31I5) 375 -29W( cux•1•I(.\C(Y)It 1.1( :):NSIX(: s1::r1o\ (305) 35.2527 FAX 005) 375.255. ('oNT 1 Ac - role ENFORCEMENT DIVISION 00513 FAX (305) 3 PRODUCT COYI'Iee)t. nivil'ION (305) 375 -2902 FAX 131)5)372 - 1+339 ( Francisco J. Quint :ma. R.A. D:rcetor N1ianli -Dade County 13uildiilg Code Compliance 011ice i304S0001 \pc20001\tempi3te : : :cept]n :c :cvcr pne.dot Internet trail :dare <. i)1): ...a i : u!ruiltlingcoiJrunlinc.cnnt ' Huntcl)a;;c: ItII)r..'. % S%��'.I)uilJin�cudrvttlinc.trUut 3'19). 610d4 50:C1 ire , 12 11Hr Yale Ogron Manufacturintz Co., Inc. 300 3E ACCEPTANCE No.: 01- 120 -3.Of APPROVED: January 3. 2002 EXPIRES: December 2g, 3006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 98- 0923.02, which was issued on December 10, 1993. it renews the approval of a structural mullion system. as described in Section 2 of this NOA. designed to comply %with the South Florida Building Code (SfBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements. as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Unclipped Alurninunt Tube Mullion System and its components shall be constructed in strict compliance with the following document: Drawing No M95 -06A, Sheets 1 through 1 of 1, titled "fvlullions Details," prepared by Al Farooq Corporation, dated 11/20/95 and revised on 12/4/95, signed settled by Humayoun Farooq, bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Mullions are to be used only to support Windows and Doors, with a current Notice of Acceptance. 3.2 The maximum mullion span (length) shall bc: 144" max. for 2" x 6" mullion, this dimension is reduced for smaller size mullions. 3.3 Both mullion (sizc and span), as well as anchor (type) scicctcd design pressure rating, per load charts. must meet or exceed the pressure requirement for thc opening in which it is to bc installed. 4. INSTALLATION 4.1 The unclipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion cannot be installed as part of an impact resistant unit. 5. LABELING • 5.1 Each unit shall bcar a permanent label with the manufacturers name or logo. city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall bc accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings. as identified in Section 2 of this Notice of Acceptance. clearly marked to show the components selected for the proposed installation. . . 6.1.3 Any other documents required by the Building Official or thc South Florida Building'Codc (SFBC) in order to properly evaluate the installation of this system. Raul Rodriguez, Chi Product Control Division BM:Y. b.Gd L0 :E'1 20. 12 Wit' Yale Ogron Manufacturing Co., Inc. ACCEPTANCE No.: 01- 1203.02 APPROVED: January 3, 2002 EXPIRES: December 23. 2006 NOTICE Or ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, art no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state. and thc following statement: "Miami-Dade County Product Control .Approved". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance xvill not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is r.o longer the sa.-ne product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, includir.: the correct installation of the product: d) The engineer who originally prepared, sinned and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be `rounds for removal of this Acceptance: 2) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County. Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal thc copies. 8. Failure to comply with any section of this Acceptance shall bc cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ENI) OF TIIIS ACCEPTANCE E :00' 3Eitd 3 R. I Rodriguez, hief Product Control Division 31d A. NCi 1.0 : E 1 . 1 Z' t4tif t.o:o C COD 51 sTrP I: 1 1111T• ODD •l111 wrnOt .+ r »iC .INSTRUCTIONS; USC CJWTTS »o CMPI.S AS rourrns. STEP 1 otT'CAtl:AY OESiCU LO..D ACOURCO P[A ASCC 7 -ES. TOR PARTICULAR o ?tuu.c. STFP? USE OME cowtrY APFROVTD cs.aleac PR -DUCTS 1uEET1IJC ALOvt LOAD MOU•RERtEtTIS. - SIEP 3 USC co u.ECTIOy1 TO uuwo11 AS Pitt PROOU'Ci APTDDyAt, STEP 1 SPECIFY IJRS 51011 SPACLIC. USI:J6 CV. °MS 011 $SECT : SCLECT I ULU3N SIZE MIX DLSICH MnNC LORE DWI OLS'CU LD)D setorsto 111 STTJ S ABOVE'. USDJC AVCJlOR TWO DV SHECT 3. U.O AIJCHDR CaAPNS 0l shin a. SELECT ANCHOR TYPE WITH D.S +CU p,►n :ee 1.1011C flwl MC D1SI :Y LOADS SPEC410:1 I :e STLP 1 A50%•E: 3.070 -1 t.oCO— MULLIQNS CONTAINING TYPICAL GLAZING PRODUCTS HOBJ2ONTAL OR VERTICAL scc tir►►OOw OR 00DR APFROY..L roR rASTFl•S11S PEGS AND SPAC4 :1c )0C3 PRODUCT RENEWED ACCEPTA) cZ$0 CA' t2t .01 Ry DUCTCO ROLOlv1Sfay 1W111)TNG ClIgE IA':CC tu'TtCT. PRODUCT RENEWED A:iCET'TANCE,'> 4P -{R)14:4 EIZt&A DATF. 11.0.Turr CV»TP.UL DI v13108 13131 S.vt+ Q30E ODMPUANCE0 RECTANGULAR ALUMINUM TU8F I.IU1 IONS USING MULLION PROPERTIES ONLY NOTES: ,; . % S. AIL t.L2►46 Ka- -DUCTS USED 74TH THESE S+UIUO:(S MUST ►•ELT ME APPUCI. ?IX CALE :AU•TY Rcou100JETOS I. Muo LOAD. A19 .WATTR 1:JrRTaAro:1. FORCL0 ENTnr AESI ;TANG C. WECIPT.R3S ETC. - L ANCHOR Eu6EOu[!JT13 BASE 1U1"EPIAL SR'LL OE :eO , coVeR Nom. - (STUCCO, ft/ Cat:.) 3. ANY co:+Om0s .tror.00►'E sueR so 9.iccr TO 5 tymAit ,D7C: ?IfLlVIG AMEW. e, A . uuLDON5 its DE ALLOY 4053 -.1 s • e. �17•:Ot(O lS cr.xtr.:Ctixnt TIC 301:111i rnoi it1; CODE Dtl U0141 coin Ct1'tS:Oli 6U7!Oc::: CO CCM•'lWt:{f O1/IC( ACC(PIAnEI 0.21-1161 D1 .4LLit 14►WtouN (m00° PC J Ielsi aE 'n �t 1gy� 1 U I co 1 . t2 0 0 Z 1— •-' b Vs 4. CC L Z o r i I'S t, I .r•. J ^., 2 > .oX c 0 V u 7 aMOtt* M95 --0G ihect 1 of •o o 1 ne . ismme . -..-.1,:- -:V,. 1\LC Ellin n. FI ....... _ ..._, __ \ \ S ,.t. 1■a•■ i tl OR :LA 1.... Or ma !� i!.■.t 1 L -r ■.■ tir , II ...►.►..sit 1' SEM ■ (11111011111111111121* II solo e 1 a NM mow III wounnuo• laismsaans Pi liff IMMO MI Mono I II II maw IMRE b. 'III IN WM= NM 161111 eJ •4 4)11;11011 S iTi•c ±.n. 011 C /7.010 P /TODUCI 1►..( ZY4 LO•:1 C1tnnT DO 1U SU (,0 70 OD trnlQUrAny VTD1H • It•ICHES - 1IOR120Nr/,t ►.171UD1( co.2UIC I•uooucr NJLL Tr(.t :--I CU2utc P•100uc1 TUIUUTARY w DTl1 = WI . 1+2 VI 111111•11•W UMW saammit= .�� 11■ ■■ ■,•■■• IIIM ■ ■.►V ■. miloussamommoons ■a1110■rat■ ■...131 111111•111311111111 immu ■ milmai ts■■ c•■•. •.III■ ■, ■Na ■10111■■ 11111‘1111•11111111011111 Nia■ „11,■ ■ ■WAMi 1.■at. �11■.■` ■■c- 1•.J• 11D• O 0 0 t D 0 z o H r o O C1 0 TYPICAL 1.4U1 ION ARRANGEI THIS L 0rO twRT 20 30 <D SO 6D 70 60 TRI841r:41v VIOTH • IPCHES A?L 110FS TIT( A.O.OSC CV2utc PAOOUCT PRODUCT vz TRIBUTARY WIDTH - wt • w2 2 0 n 0 0 0 CL 0 0 0 p J 0 M In 00 O O n 0 WED 20 o J O � O . 49 0 0 ........--.... mom 'III iiIIH 2D 70 '0 £,0 60 0 CD TRICV7l.Qr "20 H - ItCHE.S 30 40 C) LO A7 CAM T ,,•wDcf IIPC • SD 6D 70 OD 7RI OU7cJ1 r 4'IOtH - IarO-05 PRODUCT RENEWED ED EPTAN f c1 iwf .oL na,xnnoa+D•Y t6 CIONMOL j S:CON n• m ,r•n m n r (Y1 Lr91 J U: r• -_n_T!` r 0 1 (. fv 1 �! 1 r W we . opmg omalosomassm is 11111011101 111■11•1111 1111111111M111 EMIR •NOLIVri 11111ENNUMM 16111111011 � ��� ' ifi'1� ram mom onamunsia ffi mom yonmeasitmosamo mow ammunitions al Issuill11111110 a an a is I".LLTCn LOA!) O:02T w .•. a • 1111 0 N a 2 .. r N 0 0 .0 O • O n 20 30 40 S1. 60 70 00 TRIPUtkir vIOTH - It+?�5 = 1 "r•a�; I,rC E l -17N�MMIL =1 s��� Wila "!,�".■■s.� ��essM�scls■■ 1 11 111201 �►a■.■■■ Mitink \\ ' 1 ■ ■.■ �ltl \ ■ `�11v c �R►1■■ O a (( 2�s►-1■� MIL ■■l . , a ■ ■c �ME11��aISINSI •.a ■01.�.mo.al.. ‘1 INEHMatiNNIZININICSO 11 11 1 1 1 IM BIS I S I S mum ■■il.a.. is AtrcrrAvo.::a'I - 0313.01 1. +1+0R LOAD O(rSIT O fu L I On Lao cmo n r • 0 C 43 .r r N W 00 .a • n P °61511 T11E1 +1 .I 2►r bn3iiD a C+3.*.arYt 70 O0 20 3a <0 SOJIH IICAVCA 81::19: L 030C CILI rXPlltA71C1/ li I —ii u. D� /� r.T 1 ��' a. , 1, .t�6�i`-•T� ` satutl cl<I a a1.'ra / FAQQULCTCONT}0J.u:nsl!yx l eu.tol't. coot cC4JLIA•Ct OrfIc( Ut11( Jj1�((j (f( C>J►1FJJ /. \: E (L711 :.CC(Pltt3. 03.95_ �r�� � FOR AJJCHORS DESCRIPTION SET SHEET 3 OF 3. 20 70 • 'e 50 60 7t O .7 TRIBJTAr •1018 - Inp.ES At 4C 1.0•0 D -i$.1T SO 60 wIO7H 70 7/ E 00 0. 1 khan .+1 rAazpoo I FE 1 toss) U cd � J 2 izt3 O �� 0a 1 O • ll U W ^ r 1 a 7 4 0 -3 t 4 m 0 vs 1 r ( � (� f o f 1, 13;49, lOw.n7 f , 1,195 --06A ••• Ellin n. FI ....... _ ..._, __ \ \ S ,.t. i tl 1/ :LA 1.... Or 1 tir , II 1' SEM al e 1 I eJ •4 4)11;11011 S iTi•c ±.n. 011 C /7.010 P /TODUCI 1►..( ZY4 LO•:1 C1tnnT DO 1U SU (,0 70 OD trnlQUrAny VTD1H • It•ICHES - 1IOR120Nr/,t ►.171UD1( co.2UIC I•uooucr NJLL Tr(.t :--I CU2utc P•100uc1 TUIUUTARY w DTl1 = WI . 1+2 VI 111111•11•W UMW saammit= .�� 11■ ■■ ■,•■■• IIIM ■ ■.►V ■. miloussamommoons ■a1110■rat■ ■...131 111111•111311111111 immu ■ milmai ts■■ c•■•. •.III■ ■, ■Na ■10111■■ 11111‘1111•11111111011111 Nia■ „11,■ ■ ■WAMi 1.■at. �11■.■` ■■c- 1•.J• 11D• O 0 0 t D 0 z o H r o O C1 0 TYPICAL 1.4U1 ION ARRANGEI THIS L 0rO twRT 20 30 <D SO 6D 70 60 TRI841r:41v VIOTH • IPCHES A?L 110FS TIT( A.O.OSC CV2utc PAOOUCT PRODUCT vz TRIBUTARY WIDTH - wt • w2 2 0 n 0 0 0 CL 0 0 0 p J 0 M In 00 O O n 0 WED 20 o J O � O . 49 0 0 ........--.... mom 'III iiIIH 2D 70 '0 £,0 60 0 CD TRICV7l.Qr "20 H - ItCHE.S 30 40 C) LO A7 CAM T ,,•wDcf IIPC • SD 6D 70 OD 7RI OU7cJ1 r 4'IOtH - IarO-05 PRODUCT RENEWED ED EPTAN f c1 iwf .oL na,xnnoa+D•Y t6 CIONMOL j S:CON n• m ,r•n m n r (Y1 Lr91 J U: r• -_n_T!` r 0 1 (. fv 1 �! 1 r W we . opmg omalosomassm is 11111011101 111■11•1111 1111111111M111 EMIR •NOLIVri 11111ENNUMM 16111111011 � ��� ' ifi'1� ram mom onamunsia ffi mom yonmeasitmosamo mow ammunitions al Issuill11111110 a an a is I".LLTCn LOA!) O:02T w .•. a • 1111 0 N a 2 .. r N 0 0 .0 O • O n 20 30 40 S1. 60 70 00 TRIPUtkir vIOTH - It+?�5 = 1 "r•a�; I,rC E l -17N�MMIL =1 s��� Wila "!,�".■■s.� ��essM�scls■■ 1 11 111201 �►a■.■■■ Mitink \\ ' 1 ■ ■.■ �ltl \ ■ `�11v c �R►1■■ O a (( 2�s►-1■� MIL ■■l . , a ■ ■c �ME11��aISINSI •.a ■01.�.mo.al.. ‘1 INEHMatiNNIZININICSO 11 11 1 1 1 IM BIS I S I S mum ■■il.a.. is AtrcrrAvo.::a'I - 0313.01 1. +1+0R LOAD O(rSIT O fu L I On Lao cmo n r • 0 C 43 .r r N W 00 .a • n P °61511 T11E1 +1 .I 2►r bn3iiD a C+3.*.arYt 70 O0 20 3a <0 SOJIH IICAVCA 81::19: L 030C CILI rXPlltA71C1/ li I —ii u. D� /� r.T 1 ��' a. , 1, .t�6�i`-•T� ` satutl cl<I a a1.'ra / FAQQULCTCONT}0J.u:nsl!yx l eu.tol't. coot cC4JLIA•Ct OrfIc( Ut11( Jj1�((j (f( C>J►1FJJ /. \: E (L711 :.CC(Pltt3. 03.95_ �r�� � FOR AJJCHORS DESCRIPTION SET SHEET 3 OF 3. 20 70 • 'e 50 60 7t O .7 TRIBJTAr •1018 - Inp.ES At 4C 1.0•0 D -i$.1T SO 60 wIO7H 70 7/ E 00 0. 1 khan .+1 rAazpoo I FE 1 toss) U cd � J 2 izt3 O �� 0a 1 O • ll U W ^ r 1 a 7 4 0 -3 t 4 m 0 vs 1 r ( � (� f o f 1, 13;49, lOw.n7 f , 1,195 --06A 2 0CD 14 S.U.S. 7/ a,C■L 2 x 2 x t /,.• ALUU A11ClL - ut/LU01 2 X 7 X 1 /n' Atuu A11C1.E 2 -3 /b :n:'C 1.562 w:r ANCHORS �'PE 'A' . C' 7 1 4 s u -s. 1 -1 /t' um. 0 /0 :0 1'4o 40 o0 1/ N1C%L 4- 4• 2.0 D0 Yu• 2 1 2 X 1/6' Jet +u J4fCLL I t S u. s. / 1J.CLL 'UL17Jt1 2 X 2 X I/6 5I,Uu A .CL[ 2 -S /6' LD!:C ANC TYPE 'B' : 14 s u.S. 1 -I/2' us);. Diet() Pao 4 2/ .u:cLE 2000 PRODUCT RENEWED PRODUCT R'EN'EWED ACCE(TAHCENa Ql - 12 0q. o Z !►CCErrAncE n .Q� ff.).T1FATlo oat • .:• ' s ,L- A. ey PAOn1rcTCO. .OL DILiS:ON PD mot nom r OFFICE 1U1U V44 ANCHORS TYPE • C . 2 X 2 x 1 /6' .04.'Jw A.4� 1 14 S.u.S. 3/ JJ;CLL u c,'; ■010I 570O0 DUCK 70 AC:ouOD ».TC C'J )J.CtlS TO uA.30r;CY • 7 . 1 /a• , 1kocon 1 -I /e Ls. 01ECD 7/ A.•CLL a' CO` CO:,C. RUA0 BLOCS • e', 4 W000 BUCKS NOT BY YALE QCROt4 MUST SUSTAIN LOOS IMPOSE°. 7.P9f01'1D u cahayntot writ 1HL COO[ 9 RATION DATE 9.1004 ,A J4 ;0:uc1 COKI(0I civ.s.cY V.�l O e .4i 615.101.4: CD:� cO++bl1* 0.11:1 DUCT C'W.111OL ea micas 1y.e3b =COa11'UN:(LOT9 :tCCrlQ::( F,•cAS -Oc( PR. ttiCU.:DI wJ1/.1ott.1 r/J473 PC 1 1t-C$7 i 0 z w ' M u C o v r u I. O , • L.__ .T r o•In7 no. [ !95 — O6A s+cel3 5 0 1►1 tn J �.T 1 - Z e.'er7 d Gein14r1;e1 C .. '44441' (l ithCrc /dea -. J.N. 5880 F.B. 159 -5 �s r , c.6 cdencG__. _ Orh/$ IS Oil . U d A C a ° ,6bwi oS /, Property address: 373 N.E. 92nd St. LOCATION SKETCH SCALE: 1" = Aso' NOTE: NOT VALID UNLESS SEALED WITH THE EMBOSSED SURVEYOR'S SEAL :57 Er Lots 21 and 22, Block 47, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof as recorded in Plat Book 10 at Page 70 of the .Public Records of Dade County, Florida. W. DE LA TORRE • 1401 S.W. 27th St., 2nd Floor Date: June 7, 1989. Miami, 33145 Updated: Feb. 21, 2000 I HEREBY CERTIFY: That attached "SKETCH OF SURVEY" of the above described property is true and correct to the best of my knowledge and belief as recently surveyed and platted under my direction, also that the survey represented hereon meets the minimum technical standards for land surveyors as set forth by the Florida Board of Land Surveyors, pursuant to Section 472.027 of the Florida Statutes. Phone: 541 -4722 Scales as Shown. By: Wilson De La Torre Professional Land Surveyor No. 1870 State of Florida if ti �0 op./ r 5. � n t a 5.c SKETCH OF SURVEY 0 4 it .�1 /0.5Z' 20.0' /70' \o /70' SCALE: 1" = 20 9i4' ,�'e 'e ''/ 7 1■ 100.0' .l. va ouE STORY ,e35 /•S ,c/= 373 . 0D,e EC. /130' /00.0 �. S //c 2 crr4iv ay L ,OOdc.00e■,/ • 9e"`" . . 57_ z Premium Window Sales, Inc. 7321 S.W. 45 Street Miami, Fl. 33155 To whom it may concern, 671 West 18 Street Hialeah, F1. 33010 (305) 887 -2646 (305) 883-1309 Fax In regards to our Single Hung Series 580 and the issue for the installation screws detail on product approval. Please be advised that Yale Ogron Window and Doors has submitted a revision to Dade County, reference number or file number 03- 0910.04. Please make Inspectors aware of this submittal done and that they may contact Manny Perez to confirm submittal. We have taken action to correct this discrepancy by submitting to Dade County and also adding the necessary installation holes next to each location of screw hole at the jamb. We apologize for any inconvenience this may have caused. Thanks again for your patience. Rosario R Infantas Engineer / / W /NOOWS d DOORS by gale Ores 'lair/cone res /sfon/ • SAu/fer freo Yamil Kuri, P.E. 3580 Rockerman Road Miami, Florida 33133 Voice: (786) 290 -7283 Fax: (305) 860 -5657 Civil/Structural FL P.E. # 44726 FL S.I. # 1085 G4 E • 373 N.E `'2. sT 4v/N® P E # v /NOOVVp®0/0. e4 to / a P7, e/7 f C 7 f &06. (30 1 , E i. " 'a') ZoiiL 4 ( /4& '/, 35,3 71 (`40.G- 35,3)0,6) _ 7 m 1 r ' 36 9- (�i3 - 3��2 - 4/•C = - Psf ZoalA 5 ( /1& Hie//) 7 PSp( s® Q5 Z AJX '9) 47°2. ( 54,2 -472)0,6, - 5/4 P66 %" /&a, 20 ( /5', sEy-r, z®i44 4L f ay # / = 7 / — 5/ P5, z'/v1 5 , 3 9 A 2 / 7 1_ = 7'47 P - — GS Pfl // e,f) 5 a P ,sri MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Drive Riviera Beach, Florida 33407 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 D de County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated belqw. 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 o 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 ctfde. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Solid Bertha Aluminum Storm Pan s Shutter APPROVAL DOCUMENT: Drawing No. 03 -141, titled " 0.050' Solid Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, ast revision #1 dated July 02, 2003, bearing the Miami -Dade County Product Control Revision stamp with the Not ce of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATE SG: Large and Small Missile Im act LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approvved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal appl cation has been filed and there has been no change in the applicable building code negatively affecting the p ormance of this product. TERMINATION of this NOA will occur after the expiration dat or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Mis a of this NOA as an endorsement of any — product, for sales, advertising or any other purposes shall automat terminate this NOA. Failure to comply with any section of this NOA shall be eause 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 a portion of the NOA is displayed, then it shall be done in its entirety. � INSPECTION: A copy of this entire NOA shall be p rbii and shall be available for inspection at the job site it This NOA revises & renews NOA # 01- 0516.06 & The submitted documentation was reviewed by H ' Jt ML&M1 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2906 y the manufacturer or its distributors uilding Official. 1.proval document mentioned above. i NOA No 03- 0707.02 (� 9 piration Date: 08/07/2008 r Approval Date: 08/21/2003 Page 1 15.119" (TOTAL WIDTH) 12.000" (EFFECTIVE WIDTH) 1.50 4.473" 1.500' 4.473" 7f AS APPLICABLE 1 Min. 0 3 max. 1 Min. -1 2.125 E- 3.875 " -4 2.125" 1-- 'co O FULL PANEL CONCRETE ANCHORS (SEE SCHEDULE) 0 1 500" II o o CONCRETE ANCHORS (SEE SCHEDULE) SOLID STORM PANEL TYPICAL ELEVATION N. T. S Q SOLID STORM PANEL SCALE : 1/2" - 1 ° - I Mox.1 0 1 Alin. I 3 - Mox. 1 Min. 1.50 9.119' (TOTAL WIDTH) 6.000 (EFFECTIVE WIDTH) 4.473" AS APPLICABLE -\ (T p) --1 2.125" E-- HALF PANEL 1 500" GFNFRAL NOTES; 1. STVRM PANIC SHOWN ON Tf65 PRODUCT APPROVAL 000A4N7 HAS BEEN Lf WFED FOR COLIPU4NCE IN ACCORDANCE W':H THE 2001 EDITION Or TIC 7108104 BUILDING CODE ACSICRN MHO L040S SMALL BE DE7ERM04C0 AS PER SCOT N 76:9 Or THE ABO.f MENTIONED C000 FORA BASIC NIND SPEED OF 146 m.p.h., AAA, 94 ACCORDANCE W/ ASCE 7 -9E 57ANDAR0. STORM PANEL'S AOEou4Cr FOR IMPACT AND FATIGUE RESISTANCE MS WEN VERIFIED N ACCORDANCE 7417H SECTION 1606.1.4 OF THE ABOVE MENTIONED CODE AS PER A4ERTCAN TEST LAB REPORT / 1022.01 -96 AND / 0221.01 -01 AS PER PA -201, PA -202 AND PA- 2C3. 2. ALL AUMNUM SHUT METAL PANELS SHALL HAVE 50.02 -4432 ALLOr OR 3004 -N34 ALLOY. 3. ALL ALUMINUM EX7RUSIOhS SHALL BE ALUMINUM ASSOCIATION 6063 -78 ALLOY it TEYPDJ WLESS G7HIRWLSE NOTED. 4. ALL S0.1REW5 TO BE S7NNLISS STEEL 304 OR 376 ANSI SERIES OR CDRRLLODN RESLSTAM COATED CA 9CW STEEL AS PER ONN 5001E W/ 50 kel VELD PQ'NT AND 90 rod TENDLE STRENGTH N S BOLTS TO BE ALUMINUM ASSOCKDON 2024 -74 ALLOY & TEMPER, AS711 A -307 CALVANZED STEEL OR All 304 SEMIS SUNLESS SHED. M74 36 ksi MNHWM 7IE10 • PONE O 4 ANCHORS TO WALL 514411. BE AS FOLLOWS (UNLESS o71Q1WsS NOTED) O (N TO DOMING POURED COVCRE7E h - 1/4'9 TAPOON ANCHORS 144NUFACJURED 8Y LT.W. BM= (REGULAR OR 410 55) AND aco TEXTRON (REGULAR). - 1/4'9 CRETE -1110 554 maws MANUFACTURED Br ELCO TEXTRON. - 7/4 or TAP -GRP ANCHORS (8D17H4 s71J0- -COA). eANLKAC7uRLD Cr TRU -FAST CORPO9A TEA - 1/4'9 ZAIAC ?44IL94 ANCHORS I44P.LVAC7URED er KAMM FAS7ENLNC, NC. - 7/4's a 7/E' CRUX -IN AMONDRS. 7/4 E100 mole & lemak 'PAPELM4TE' 09 l/4'9 ELCO mole 'PAP uM7E PLUS' k14NUFACTURED BY POWERS FASFEXNC4 INC AND ELCO TEa7RON, RL5PECD741r, NOTES^' 141) WW1* WBEDLELNT INTO POLARED CONCRETE OP TAPCION ANCIERS OR CRETEEL X SS4 6 1 3/e; FOR ZAMAC Mall 1S 1 3/81 FOR Or TAP -GRIP ANCHORS 6 1 1/4; FOR (C0 PANW441E AND aco mole 'PANLIL4TE PLUS IS 2 A.2) 7/E' CAUf -N ANCHORS WALL Err (217Rar DEED= NTD Rf POURED CONCRETE NO DIBED7ENT INTO STUCCO SHALL BE PtRATTED. 1/4'9 -20 SCREWS USED 5H041 BE 1 1/2' LQ C M4IMLAI SHOULD STIKYO Lao= . AND 1" WNW FOR MALLS ISM NO STUCCO A.3) N CASE THAT PRECAST sronr P910457 comma( PANELS. 0R PAYERS BE FOUbO Uri DE DSSTNG MALL OR FLOOR A10K1RS SHALL. EE LOW: DNOLCH l0 REACH THE I4414 STRUC1ORE 8ENNO SUCH PAND4 ANOCRAGE 5H41 BE AS NDICA7ED ON NOTES 141) & AJ) ABOVE (B) 70 EXETING cavancr BLOat WALL: - 1/4 TAPCOH ANCHORS MANUFACTURED 8r LOW. BGECO' (REGULAR OR 410 55) AND (LCD TEXTRON (REAR)- - 1/4'0 CRETE -17.EX 554 ANCHORS M4NLFACTURfD Br a00 TEXTRON - 1/4 "9 CF LAP -GRP ANCHORS (BOMA STUD -CORI MWLFAL'TU CD 8r TRU -FAST CIORPORA1IOIL - 1 /1'9 ZAMAC NOUN ANCHORS M4NLFAC7URED 8r POWERS FAS70NDla INC. - 1/4 7/E" Ci LX -V4 ANCHORS. 1/4'9 (C0 male & lemak TUCUI41E' 09 !/4 a00 mar 'PAHELM47E PLUS' AS M4M.FAC7URED or POWERS FASIEWWG 940. AND ELDO Tamen R£sFECT ELY. NOTES 141) MNIMUM DIBEDMENT OF TAPCONN ANCHORS Z44.4C AMA Cr TAPORIP, (LCD PAHELM4TE a00 male 'PANEIM4T5 PLEAS' AND CRETE -FLLY 554. INTO THE co NCtETE BLOCK UNIT SHALL BE 1 1/4' 8.2) 7/E' 041.9 -14 A6Id4ORS 514411 BE MEMO' DISCI 1m INTO TIE CON RETE moan WT. NO Ontasta T N70 STUCCO SIKLL BE PD 1t7TED. . 1/4'1 -20 SCREWS USED SHALL BE 1 1/2 LONG WIM!MW SHOUD .S7L000 EXLS7, Abp 1 LONML J 108 WALLS 7WTH NO STUCCO. 8.3) N CASE 7147 PRECAST STOIC OR PRECAST CONCRETE ARILS B` FOUND ON THE EQ15711W0 MALL. ANCHORS SHALL DE WHO EHOXII 7O 1E404 THE ANN STRUCTURE 80010 SUCH PANELS. ANCH7094OE SHALL LIE AS MOOED Do NOELS N 81) & 8.2) ABOVE (C) ANCHORS 51AL1 BE METALLED FULLOWNC ALL OF THE RfCOLACX.4TLOPa AN7 31PECJ3047ION5 OF 7HE ANCHOR'S MANUFACTURER. 7. PANELS M4r ALSO BE *STALLED HOFrZONULL7 FULLOIWNC NSL41A77ON XL4LS SHOWN 014 SECTIONS 1 DM 16 (374ET J 7HRU 7 OF 1s) E7f0E7? 1H4T HEADERS Z3 &4 Via Nor Ar1SEA A R SHALL BE DE RESPONSIBILITY OF THE CONTRACTOR TO Mr?' THE SWNDVESS 0 4 ' 714E 5TRIJOURE WHIR£ SHUTTER IS TO BE ATTACHED 70 INSURE PROPER M/CfORAGE 7H5S SMF7TO7 SHALL OY1.r BE ATTACHED 7O QONCtl7E; PLOW 0R W000 FRAME OOLONGS E. THE NSTAUATHON CONTRACTOR 6 TO SEAL/CALC4t ALL SHUTTER C04PONEM EDGES IIWON REMAIN 84 CONTINUOUS CONTACT WITH THE EIUDDING TO FRrYE74T 7(710/8464 MRUDOK CALK AM SEAL SHUTTER TRACKS ALL /ROUNM FULL LENGTM 14 STORM PANES. INSTALLATION SHALL COWPL% 71774 SPECS S4 CATED 94 DOS DRAMI1G PLUS ANT 4441!010 AND NNW REGULATIONS PROVIDED 177 THE .URLSD7CTLON MIME POW 6 APPLIED TO 71. (a) DE PRCn(407 APPROWLL 000484047 (PAD.) PREPARED HT MS ENGTHEIR a MOW AND DOES NOT PREMIX muumuu.' FO RA SITE SPE0IF7C PROJECT; Le. WERE DE SD'E COMMONS GMAT( FROM INC PAD (b) (7LI717RAC70R 713 BE RESPONSIBLE FAR THE SELMON, PURCHASE AND NSTAtLAATIQN HELLOING LIE S4FET1 O 7146 FRODLCT OtSED ON 705 PRODUCT APPR0b4L PROVIDED WSW ODES 107 001447E FROM 71E CONDITIONS DETAILED ON WS DOOM= CONSTRUC71014 54157r AT 915 a 111 OOVTR4CKIR S (e) MS PRODUCT APPROVAL OOCUAEM WILL BE COMMERCE) IIA1140 F MOOFLL . (e) SITE 90L7F70 PROJECTS MAL L eF PREPARED 8r A FLORIN RE057ERE0 EMYNEER OR ARCHITECT M44704 HILL BECOME DE PROIESSI0744L OF RECORD (PLR.) FOR 7HE PROJECT AM WHO WILL EE RESPONSIBLE ran THE 1009 P USE OF DE PAD PRpESSKMWL OF REC076Z ACTING AS MEWED ENGINEER TO THE PAD. 1742bED1 SHALL SLEW TO 065 LATTER DE 577E 9 DRAM= 109 REYTEW (.) DO PAL SHALL BEAR DE 047E Ab0 ORICN4L SEAL AND =MAWRE OF ?HE PROFESSIONAL DNG0NEE1 THAT PREPARED IT 12. SHUTTER M4NUFAcruRER^S LAM DAL EE PLACED AT BOTTOM OF EACH PANEL . LIBEL Stitt READ AS 1011011S: 17CST0101 WETAL SUPPLY, /1C. MOM BEACH FL UKMJ - EMX COIMY PROWL? CONTROL APPROVED. IL ECOI PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 03- 030 • 02. Expiration Date 0 .'?L'17 - o 8 / By E' - ,. Miami Da .r • roduet Control Division F.B.C. (H. V.H Z.) /M/AAMI -DADE COUNTY 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 426E WEs7RQ4DS AWE AS 57107 74 SCALE 7DiTE 3/1 6 '��- 'FI HEADER s TALt t ;/e' - 1' ;he A MW AY P,Or (3) 5/6'/ HOLES AT MP UNE 12' 14 • h 35 (2) 5/16' HOLES AT 9077011 LENS MR 1/4 -20x1' S.5. WOVE SCREW TAPCONS 3.000' Max. . 125 - .125' ® 3' Max, 'U' BUILD OUT . SCALE :• _ 1• r .125' 07 REVERSED 'F' ANGLE TRACK ® 'F' TRACK ANGLE SCALE t ads• - 1• 3/16'x7'x 14' LONG WALL PLATE sCALt. /1e - i' SCALE : ;/e 1' ti I. V 2.470 7.125' I-- 2.250' -- I 2.591' COMPONENTS R.250 L I I R.200' R.1 ?5 8 -.075' h .075' t i N I FULL R. ?.470' R.250' R.125 .075' Typ. 2.250' 2.591' 40 'U' HEADER SCALE : 3/e _ 1 ® STUDDED ANGLE ao63 -75 Ara Dolor soar :.;/e• _ 1' 12 KEY HOLE AT PANE(, FULL R. DETAIL 1: STUD W/ WING NUT CO .091' 1/4' S S 571.0 nP. '-+ OrVE1m to AM2E • 12• .710 1© KEY HOLE WASHER 3105 -H154 Mm ALLOT . SCALE s'.1,14' 1 0 MINI WALL 1.75 ANGLE WITH STUD =ALE. 1/2 - 1- 50 ° 3' ANGLE BUILD OUT BRACKET sot' : 3/d' - 1' C . / IL ECOIN C . TMLLIT TESTING a ENGINEERING COMPANY Not IL Ma 917. wlo+ot GRAM; n 331 : 6103Je77 -7530. ra • (305)871 -1331 JUL.() 3 2003 L9- 0006719 WALTER A. TULT Jr. P. E ALTERNATE LEG LOGTION © 'F' TRACK sous : 3/11' 1• 1 V4' MAX. B. 0, "F" TRACK 10 2'x5'(MAX.)x V8' ANGLE WITH STUD 5 4LE ;/e' 1 PRODUCT REVISED as complying with the Florida Raiding Code Acceptance 0 3 - O O • o Z Expiration Date No O : 4 P • _ o 8 . BY Miami D Division rodnet Control F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY 0.050' SOLID BERTHA ALUMINUM STORM PANEL AS SNOWY SCALE 7/2/03 EASTERN METAL SUPPLY, INC 1147E 4266 MC7RQ4DS DR! RINERA BEACH, a..3407 03 -141 on: No otsar= MX one o, aQrArno. ( a rr DRAWING No 1 OLD 01-034 7/2J3 a CONCRETE ANCHORS (SEE scHEDuLE) POURED CONCRETE REQUIRED ( SEF SCHEDULE FOR Min. SEPARATION TO GLASS //)// / / /// POU R£D� R swat mu. 14 CONCRETE / REQUIRED CONCRETE ANCHORS! T ) ( SCHEDULE 1.125' SECTION 0 ANCHOR Cont. q CONCRETE 7/13.x.3/32" OR CON WING NUT 0 • BLOCK WALL E STUD REQUIRED • 12' 0.C. z 8 2 CONCRETE ANCHORS (SEE SCH£Dulf) C \ POURED W CONCRETE REQUIRED - CONCRETE C OR CONCRETE BLOCK WALL ul REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR Min. SEPARATION TO GLASS J 1 1/4 . 1-20x3/4 ° BOLTS 7/6 WING NUT 0 12'0.C. / / /)/ / / /// POUR fD� WALL MOUNTING INSTALLATION SECTION 2 1.000' 5625' ConL N Lont. o i — CJ SCALE : 3/8' - 1 E D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) CONCRETE ANCHORS (SEE SCHEDULE) Z_ y \ POURED CONCRETE REQUIRED —\ / ///J POUR -' CONCRETE OR CONCRETE C BLOCK WALL I.i REQUIRED NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I SEE SCHEDULE FOR Alin. SEPARATION TO CLASS 1/4 %- 20x3/4' BOLTS IV/ 7/870/32 WINO NUT 0 12' O.C. to C T O ConL CONCRETE ANCHORS / (SEE SCHEDULE) / BUILD OUT INSTALLATION SECTION 3 scALE : vs- .Z CONCRETE ANCHORS (SEE SCHEDULE) C \\ O \` 4i \ ConL SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION 1 SCALE ` Vs' : DETAIL OF SECTION 0 STUD VAUD ALSO FOR WALL MOUNTING INSTALLATION - SECTION 2 (TOP) .JULa32063 /1iiE TILLIT TESTING * ENGINEERING COMPANY coos ha Jet. sr, SL 217. maw unmet n 3.3IU Peon.: (J1'Je71 -1530 . Fez : 00.1)571 -1331 Ea- 0006719 WALTER A 7ILLWT Jr. P. E FLORIO4 Lk. 1 44167 0.050' SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTRQADS DRIVE RMERA BEAM( fl 33407 11131211/11011 aolo.►nor fr. 1 I 43" 8-4611 fzurd !tt Nr 1 AIN AS SHOWN SCALE ' / LATE 03 -141 DRAWING No SHUT .3 OF 15 POURED CONCRETE \\\\\\In\\\\ CONCRETE C OR CONCRETE BLOCK WALL ui REQUIRED CONCRETE ANC/ (SEE SCHEDULE) SEE SCHEDULE FOR Min. SEPARATION TO CLASS 7/8'x3/32'• MNG NUT 0 EVERY STUD 0 12' O.C. ! 0 ConL BUILD OUT INSTALLATION SECTION 4 SCALE : 3/8- = 1' PRODUCT REVISED as complying with the Florida Bedding Code Acceptance No 03— 0 Ezpi Lion Date* 1 Ain. I__ f/4 0 -20 ALS — W/ NUT 012' 0.0. By. Mia • i Da .i' • net Control Division F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY \\ CONCRETE ANCHORS \ (SEE SCHEDULE)... — d POURED CONCRETE R£OUIRED —N "\)\ \\\\\\ / /// / / / /// POURED -� CONCRETE OR CONCRETE BLOCK WNl t.3 REOUJRED I J o 10 Cont. SEE SCHEDULE FOR Min. SEPARATION TO CLASS I kt 1/4'0- 20x3/4 BOLTS w/ 7/8'x3/32 WINO NUT 0 12' O.C. ALTERNATE' LEG LOCATION— CONCRETE ANCHORS % (SEE SCHEDULE 4 E D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) 1 Cont. 10 Cont. 1' Min. BUILD OUT INSTALLATION — SECTION 5 SCALE : 3/8 40TF FOR COMB/N4T?ON OF SECTIONS• WALL/FLOOR /CEILING MOUNTING S£C77ONS CAN BE COMBINED IN ANY wAr TO SUIT ANY INSTALLATION. 1/4'0-20 S.S. MACHINE BOLT W/ NUT & WASHER 0 12' 0.C. 1" Mi 00 Q, . 750' Cont. W a 1/4'I -20 S.S. MACHINE BOLT W/ NUT & WASHER 0 12' O. CONCRETE ANCHORS (SEE SCHEDULE) \ POURED CONCRETE f0. �. I £0.-- REQUIRED \\\\ 1 1 \ •y ®4 Cont. SEE SCHEDULE FOR' Min. SEPARATION — TD GLASS POURED CONCRETE I I REOUIRID / • CONCRETE ANCHORS (SEE' SCHEDULE) / CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : 3/8' - 1' E. A 9 a 7/8x3/32' o PING NUT • EVERY STUD 1. 90 I 0 12' O.C. Cont. �1= ■ ▪ r i .75 0' o I 1.125' 1 , Al' n N / / / / / / / / /// // / / / /// y 111 zz CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE \ I REQUIRED 1 ' + 1 \ \ \ \ \ \ \ 1 1 ALTERNATE LEG LOCATION— Cont. 1/411-2013/4' BOLTS VI/ 7/8x3 ' WANG NUT 0 12' 0.C. 1111 A 9 •1e+n -' 1SEL SCHEDULE FOR Min. SEPARATION TO CLASS 1/4"0-20x3/4' ` BOLTS W 7/8x332' WING NUT 0 1 12 ° 0.C. Min .75q' O / / / / / / /// //A V / / / / /// POURED CONCRETE —1 • —F 1 REQUIRED 1 1 / CONCRETE' ANCHORS (SEE' SCHEDULE) E. 0. —'7 CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8' - 1' sti IL E C O I„C. TESTING & ENGINEERING COMPANY MS It Met St. Slit 217. WOW CAROM R 331611 : (345)871:4530 . fa : (30i)e71 - 1371 Fa —mnc71 0 CALK —IN OR aCO male /female PAN£LMATE OR CF TAP —GRIP (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL R£OUIREO —\ POURED - CONCRETE F—EE SCHEDULE FOR 1 M;n SEPARAnCW 10 GLASS 1 //y/r////, C / OR CONCRETE BLOCK WALL 14 REQUIRED C z 1• / CALK —IN OR ELCO mo femok PANDJATE OR CF TAP —GRIP / (SEE' SCHEDULE) 0.050' SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WES7R04OS DRAT RIVIERA BEACH. F7 33407 alt r 1 erson= 1 am 1 to or 1 e I our WALL MOUNTING INSTALLATION (D. M.) SECTION 8 SCALE : 3/B• T' PRODUCT REVISED as complying with the Florida Bedding Code Acceptance No O3 — O 0 • OZ Expiration Date By • !Ai '. i Dad . f' duct Control Division F.B.C.(H.V.H.Z.) /ML4Ml —DAD£ COUNTY AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING No NOTE FOR CQMRINA7TON OF SECTIONS; WALI/FL00R/CE7L ING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SIDE WALK BOLTS ARE J/4 0x3 /327H!CK HEAD MACHINE SCREW W /LENGTH AS PER NOTES A2 & 8.2 (SHEET i) TRUSS HEAD BOLTS ARE 1 /2101/8"THLCK HEAD MACHINE SCREW W /LENGTH AS PER NOTES A2 & 8.2 (SHEET 1) JUL 0 3- 2003 I /1 tEH C .\ .:TILLIT TESTING t ENGINEERING COMPANY amps xW xa m.. s. s11 mina wend; R 39766 phone : 007)171- . !m. : (111111071 -1D.11 £P- 0006719 WALTER A. 11LLIT Jr. P. E FLORIN Lie. if 44167 0.050' SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 W£S7RQ4DS DRIVE RIVIERA BEAD{ R 33407 /1. F s M1l 1 a3 Of —014I APR-CABLE AS SHOWN SCALE 7/2/03 DANE 03 -141 DRAWING No SlE T 5 OF 15 POURED CONCRETE REOUIRED £10511140 - CLASS CONCRETE ANCHORS (SEE SCHEDULE) \ \ 1/41#-20x1' S.S. ALS: W/ 7/8143/32 WING NUT 0 12' 0.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS La ELT I . .fEE SCHEDULE FOR Min. SEPARATION TO CLASS *4 Cont. • 0 ,BALL MOUNTING INSTAW SECTION 9 SCALE : 3/8 = 1' E D. = EDGE DISTANCE (SEE EF7 10 & 11 ON 15) Cont. CALK -IN OR ElCO mole /(emote PAN£LMATf 01? ELCO mole /lemole PAN£LMATE PLUS 1/4 . I -20 S1D£WALK BO OR / k' /1/4'11 -20 TRUSSHGD LT BOLT O + + (SEE SCHEDULE FOR SPACING) - POURED CONCRETE - REQUIRED \ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 4i CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR Alin. SEPARATION 70 MASS 1/4 I -20x1' S.S. ALS. W/ 7/8%3/32' WING NUT O 12' O.C. 14 Cont. WALL MOUNTING INSTALLATION SECTION 10 SCALE: J /8'— 1' CALK. -IN OR L1C0 mole /lemole PAN£LMATE OR ELCO male /lemole PAN£LMATE PL U5 f1,9,610;741 SIDEWALK BOLT OR O - 20 TRUSSH(A BOLT T. (SEE SCHEDULE FOR SPACING) / /// POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED i C == POURED 4 ' \ \ \\ \ \ \ \\ SEE SCHEDULE FOR Min. SEPARATION TO CLASS 7/8'11x3/32' WING NUT O EVERY STUD 0 12' 0.C. / / / /// CONCRETE ANCHORS I (SEE ) WALL MOUNTING INSTALLATION SECTION 11 SCALE : 3/8' =' 1' Cont. 2/49 WING NUTS 0 12' 0.C. PRODUCT REVISED is complying with tht Florida Bidding Code Acceptance No03 — 07 07. Espiratio; Date 0 - -8 By . . ...all. . M' " i Dxete r ! ;:ct Control Division POURED CONCRETE REQUIRED --£O.- - -£0.- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \1 N \\ 1 SEE SCHEDULE FOR Min. SEPARATION - TO GLASS Cont. ALTERNATE LEG LOCATION A I//� / / /// ////// / //i� ice// I I CONCRETE I 1 / u REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) 7/8'0x3/32' WING NUT 0 EVERY STUD 0 12' 0.t.. E. D. Cont. CEILING & FLOOR MOUNTING INSTALLATION SECTION 12 SCALE : 3/8' — 1' OF SLAB IF F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY SCALE : 3/8" a 1' 1407E FOR COMBINATION OF SFCT70N5 WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SU? ANY INSTALLATION. JUL 0 3 2003 / IL ECOINC. TILLIT TESTING a ENGINEERING COMPANY µex xms 33LL,, sla an. laltale4 WPM n ague : (305.071.-1530 . ro : (05)571 -1831 EB- 0006719 WALTER t TAUT Jr. P. E f1ORtD4 Lin. / 44167 0.050' SOLID BERTHA ALUMINUM STORM PANEL MX Mb EASTERN METAL SUPPLY, INC 4268 WESTROADS DRIVE RMERA BEACK FL. 33407 OCSCIIIION abf _t Ns esarsna■ oar a ao o1-aw AS SHOWN SCALE 7/2/03 A41E 03 -141 DRAWING No SHEET 6 Of 15 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 1/4 MIN. PENETRATION TO CONCRETE BLOCK & 2' TO CONCRETE • • • A POURED CONCRETE OR CONCRETE 8L0( - WALL REQUIRED 4 • 1 1 • 1 il' PENETRATION TO CONCRETE Bloat 1 -• & 2 TO CONCRETE • 1/4'0x7" ELCO mob PANELM4TE TVAS ANCHORS (SEE SCHEDULE FOR SPACING). • — 2' MAX -- 2 1/4'0x8' ELC0 mole AWELMATE ?VAS ANCHORS (SEE SCHEDULE FOR SPACING). BUILD OUT INSTALLATION SECTION 13 i 2 / 3 1/2' MAX EXISTING - -STEEL M AS AP PL SEE SCHEDULE FOR Win. SEPARATION TO GLASS EXISTING BRICK SILL J 1/2" —� Max. McX. EIDS71NG BRICK • VEENER EXISTING BRICK VEENER CLE UNTEL 1/4'0- 20x3/4" BOLTS W/ 1 7/8'0x3/32' WING NUT 0 12' O.C. a AS APPUCABLE EXISTING r Atte,A&A "ET/ Cant Cont. E O. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & V1 OF 15) O C N POURED CONCRETE REQUIRED (SEE SCHEDULE) \ \ \ \\ \\ \ GLASS [SEE SCHEDULE FOR Min. SEPARATION 1/4 % 20x1" S.S. M.S. W/ 7/81x3/32 • WING NUT 0 12 0.C. POURED CONCRETE OR CONCRETE BLOCX WALL REWIRED CONCRETE ANCHORS (SEE SCHEDULE) TO CLASS SECTION 14A .375' Cant h 0 NA Cont. WALL MOUNTING INSTALLATIONS SECTIONS 14 SCALE : 3/8' = 1' CONCRL7E ANCHORS (SEE SCHEDULE) INSTALLATIONS VALID FOR PANELS U USED JOINTLY • WITH INTERIORLY REMOVABLE PANELS C POURED CONCRETE REQUIRED \ \\ \ \\ EXISTING --/1 GLASS' SCHEDULE FOR IIIII/��r Alin. SEPARATION TO GLASS 1/41 -20x 1 " S.S. MS. W/ 7/8 WING NUT 0 12' O.C. 1 / / / / / / / / / /// � POURED CONCRETE OR CONCRETE BLOCK WALL . REQUIRED ' CONCRETE ANCHORS (SEE SCHEDULE) SECTION 14B 1 DETAIL 2/7 C Cent .375' CONNEi HOLES AT AT REAR W By Miami Da Division 0 N2 Cont. z h e 4 A INTERIORLY REMOVABLE PANEL OW/ SIDEWALK BOLTS DETAIL 2) 70 1 7HRU 0 6'O.CAIFASTENED 7/8'/x3/32" WING NUT 0 EVERY SIDEWALK BOLT. PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 03 • •7 07. O Exp' . tion Date o :761 _ ./... ! A. ro uct Control 8 F.B.C. 01.V. H.Z.) /MLAMl —DADE COUNTY CONCRETE ANCHORS (SEE SCHEDULE )\ POURED CONCRETE f0. I I E0. REQUIRED fl \\ \ \ \ \\ \ \ \ \ \N " SET SCHEDULE TOR Alin. SEPARATION 70 GLASS 0 Co .1 N 0 7/8'4x3/32' WING NUT 0 EVERY S7U0 0 12' O.C. Cont J 9 d / / / / / / /// y //A 1// / / / /// (X POURED CONCRETE of REDIARED 1 1 7- /7 APPLICABLE 48LE CONCRETE ANCHORS E (SEE SCHEDULE) .1111.411 -Z_- - INSTALUTION OF 1 /4'x t CONCRETE ANCHORS (SEE SCHEDULE )\ POURED CONCRETE (0. II I REQUIRED � TT E0. \\\\\\\\\\\ \\N l \ E. 0. 1 SEE SCHEDULE FOR - Alin SEPARATION TO CLASS DETAIL 2 • h 0 Cont. • 1//////4//1 POURED CON REQUIRED CONCRETE ANCHARS (SEE SCHEDULE ) SECTION 15A SECTION 15B CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 15 - SCALE : VB -1' 4 I E D. - EDGE DIS7MICE (SEE SCHEDULE 10 & 1 ON 15) Cont. 7 /8',x3 /32' WING NUT 0 EVERY STUD 0 12' 0.C. ✓/ / / / / /�/ EDGE O F " ,---SLAB L D. — INTERIORLY RE1<IOVAB E PANE, NOW/ - SIDEWALK BOLTS DETAIL 2) CON TO 1 THRU 5/8'0 HOLES AT 0 6' 0.0 & FASTENED AT REAR W 7/8 WINO NUT 0 EVERY SIDEWALK BOLT. NOTE FOR COMBINATION OF SECTIONS : FLOOR /CEILING MOUNTING SECTIONS CAN BE /.nl1 G lumfl IN AMY WAY Tfl CI ITT AMY INCTAI 1 AMIN i CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED \\ \ \\ \ \ \\ SEE SCHEDULE FOR -- Alin. SEPARATTGW TO CLASS 7/8',x3/32' WING NUT 0 EVERY STUD 0 12' O.C. Cont. ALTERNATE LEG h I II LOCATION I / /// V / /// / / / / / /// / / //II� T/� I 14� 1 1' --I�/ / 1 u INSTALLATIONS VALID FOR PANELS (1l USED JOINTLY WITH INTERIORLY REMOVABLE PANELS 0 E0 .- - E0. N \ 0 G E. D. , \\ O z SECTION 16A Conf. POURED aINCRETC CONCRETE ANCHORS J REWIRED (SEE SCHEDULE) 1- EDGE OF - SLAB IF /1 TrE M. \ �.,`�TJLLIT TESTING t ENGINEERING COMPANY 4093 N1[ 3etl► 37a 217. MOM GRDTq n: A37U itara (30.0071 -13.]0 . la : (2C3}fl71 -13.ry II 11 n .inn* ra_ n010e7.e • —£0.- - - £0.— (\\\\\\\\\\\\\\v N \\ I' I ( SEE SCHEDULE FAA [-• Min. TO CL SEPARATION ASS - 1 CONCRf7E ANCHORS (SEE SCHEDULE ) POURED CONCRETE REWIRED I I POURED u CONCRETE REQUIRED SECTION 168 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 16 SCALE : JIB - 1 Cont. ALTERNATE LEG r /— LOCATION I I , CONCRETE ANCHORS 1 vl ( • SEE SCHEDULE) / INTERIORLY REMOVABLE PANEL OW/ - SIDEWALK BOLTS „(SEE DETAIL 2) CONN TO 0 THRU 5/8 - • HOLES AT f 0 6' 0.0 & FASTENED AT REAR W 7/8 WINO NUT 0 EVERY SIDEWALK BOLT. PRODUCT REVISED as complying irith the Florida Biding Code Acceptance No O Expl < lion Date O M iami Dad Division E. D. EASTERN METAL SUPPLY, INC 4268 W STRO4DS DRIVE RMER4 BEACH. EL 33407 0 o.o' Control 0.050' SOLID BERTHA ALUMINUM STORM PANEL arr. a. 1 oaorrxrr 1 MN 1 MX w 1 1 »w>t 8 F.B.C.(H.V.H.Z.) /MIAMI —DARE COUNTY AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING No (WHOLE) Mox. GAP 1 1 \ \ \ \� 9E}? 962 3' Max. 1 Min. SECTION B —B SCALE : 1/8' = 1 (WHOLE) BUT NOTCHED EA CORNER BOTTOM AS SHOWN. • • • , • 11 r . 148/6, 15,16B/7 1/4"-20x1' S.S. SIDEWALK BOLTS. — SEE DETAILS 2/7, 2/15. 0 :. • e. I• • OR9®OR ♦ 14B/6, 15,16B/7 CONCRETE ANCHORS (SEE SCHEDULE) 1/4' Max. GAP r \\\ 14A/6, 15,16A/7 ♦ 14A/6, 15,16A/7 INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SC.4LE : 1/8' = 1-- . INTERIORLY REMOVABLE PANE 1OW/ SIDEWALK BOLTS (SEE DETAILS 2/7, 2/14) CONNECTED TO CO 7HRU 5/8'd HOLES AT 0 0 6' O.0 & FASTENED AT REAR W/7/8'0x3/32' J WING NUT O EVERY SIDEWALK BOLT. 3' Max. 1 Min. JUL 0 3 2003 IL EC Ise. \ MIT TESTING k ENGINEERING COMPANY ASOI ILK Ma. St.. 67a 117 1RW4 CA,C 4, fl 13166 Maw : 0007/-,530 n -167c . /A : (]i0.1»7t -1671 Ea- 0006710 WALIER A 1111.IT Jr. P. E IL0R104 Lis. / 44167 D.050" SOLID BERTHA ALUMINUM STORM PANEL inc w EASTERN METAL SUPPLY, INC 4268 WES ROADS DERIVE RMERA BC4Q 11 .33407 OLD o1-Ow 712iw an• PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No - — • O • 02. Etcpi►,ation Date O oR II By Miami Da ,f roduct Control Division F.B.C.(H.V.H.Z.) /MIAMI —DADS COUNTY AS SHOWN SCALE 7/?/03 DA Tr 03 -141 DRAWING No SHEET O. Or 15 MAXIMUM DESIGN PRESSURE RATING W (p.s.f.) Max. PANEL LENGTH L (ft.) (SEE SECDONS) MINIMUM SEPARATION TO GLASS APPLICABLE TO SECTIONS / & ANY COMBINATION OF THEM +65.0, —77.0 8' -0` OR LESS 2 1/4` 1 THRU 8 +65.0, —77.0 9' —O' OR LESS 3 11/16' • 1 THRU 8 +65.0, —72.0 V-0" OR LESS 3 1/2` 11 +62.0, —73.3 10' -0" OR LESS 3 7/8' 2, 6, 7 & 8 +63.5, —63.5 9' -0' OR LESS 3 1/2' 9, 14, 10 +65.0, —65.0 9' -0' OR LESS 3 1/2' 12, 15, 16 +63.5. —63.5 9' -0' OR LESS .3 3/4' 13 1' Min. 2 "r4'x 1/8' .3105-H14 OR 6063 -T6 ALLOY Cont. Alum. ANGLE CUT PANEL CASE A (Plan) SCALE: 1/4' = 1' 1/4 BOLT 0 24' O.C. W /JAc avur CASE B (Plan) SCALE 1/4' = 1' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 12" 0.C. 4 x4x.072` 3105-H14 OR 6063 -T6 ALLOY Cunt Alum. ANGLE .e..3 - x.093* 3105 H-14 OR 6063 -T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS 0 12' O.C. HALF PANEL CONCRETE ANCHORS 0 12' O.C. � I END CLOSURES DETAILS ? z2 x.055' TO 2'x5'r.055' Cont. Alum. ANGLE OR .080' 3105 -H154 SHEET METAL Alum. BENT PLATE 1/4' GAP CASE D (Plan) SCALE 1/4' = 1' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1.000 F 2.5(10 ' M.n. - ?500' 7.000- 1.000' ALTERNATE LEG LOCATION CASE C (Plan) SCALE 1/4' = 1' POURED CONCRETE OR CONCRETE BLOCK WALL REOU1RED JUL 0 3 2003 MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 1" SCHEDULE /1 TiE T.1 ' ! \ 1LLIT TESTING & ENGINEERING COMPANY 1J Mr r x rl. LwuJc Ste. 277 r� 1 J1s6 Phone EB- 0006719 WALTER A. 11LLJT Jr. P. E FLORIDA Lie. / 44167 PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 03— 07 07.02. Exp lion Date b :7rz • rT By 1 - .r; Miami Da.errodnct Control. Division F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY 0.050' SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WLSTROADS ONE RIVIERA BEACH, fl 33407 o 7 CID Crass M1f Klt Dr 7/2/x3 J • --8 AS SHOWN SCALE 7/2/05 LUTE 03 -141 DRAWING No SNCI:T 9 01'15 M47'MW OL31CR W (poi.) ACTIL4L E D. MAXIMUM ANCHORS SPACING FAR E. O. . 3 1/2 REGULAR TAPCONZ 410 S.S. TAPCON, CRETE -FLEX SS4, 147440 NAILING, PANELMAIE OR PANELM4TE PLUS x - W AppUC4ELr TD 11OV5 SECTX,NS / t mix nOH Or 7NEM M4XIMUM PANEE PANEL 1[�GTH l LOW RECLtAR JAPCONS CRETE -FLEX SS4 ZA4AC NAILIN CAUX -W Cr TAP -CR /P PANELW7IS 2' PAYC1AAT P(US S.S. 410 S. 7APCON - ID CONCRETE 70 MASONRY TO COVCRETr TO 1445011RY 7D coNCRET( TO MASONRY ' 7D CONCRETE 70 MASONRY 70 CONCRETE 10 MASONRY TO COVCR(7( TO MASONRY 7D CQvCRE1F 70 MASONRY TO COXVCRE7( TO MASONRY t 63.1 8" N/A N/A N/A 4' N/A 8' WA 5" N/A 3 1 /2' N/A N/A N/A N/A N/A 1 (TOP) 9'-0' OR LESS 12' 8' N/A WA 72' 1 0' 72' 12' 12' 8" 71' 71' 12' 12' WA N/A 1 (BOTTOM) 12' N/A N/A N/A 12 N/A 12' N/A 72' N/A 11 N/A N/A N/A N/A N/A 2 (TOP) 72' 8' N/A WA 72' 70' 12' 72' 12' 8' 11' 11' 12' 12' N/A N/A 2 (BOTTOM) 12' WA WA WA 72' N/A 12' N/A 72' WA 71' N/A N/A N/A WA WA 3 POP) -615 12' 8' N/A WA 12' 70' 12' 12' 12' 8' 11' 11' 12' 12' N/A N/A• • 3 (BOTTOM) 12' N/A WA WA 12' WA 12' N/A 12' WA 71' WA N/A WA WA N/A 4 (TOP) 12' 8" N/A WA 12' 10' 72' 72' 12' 8' 11' 11' 12' 12' N/A WA 4 (90770+4) 12' WA A(/A WA 12' WA 12' N/A 12' WA 11 ' N/A N/A N/A N/A N/A 5 (TOP) 12' 8' WA WA 12' 10' 12' 12' 12' 8' 71' 71' 12' 12' N/A WA 5 (BOTTOM) 11' WA 12' WA 7 1/2' N/A 11 1/2' WA 8 1/2 WA . 12' WA 12' N/A 12' N/A 6 (TOP/BOTTOM) 10' ` . N/A 12' N/A 6 1/2' WA 10 1/2' N/A 7' WA 12' N/A 72' N/A 11' WA 7 (701° /BOTTOM) WA - N/A WA WA WA WA 12' 12' 12' 5' 6' 5' 12' 12' WA WA 8 (TOP/BOTTOM) 12' N/A 12' WA WA WA 12' N/A N/A WA 12' WA 12' WA 72' WA 9 (TOP) 12' 8' 12' 12' WA WA 12" 12' N/A WA 12' 11' 12' 9'• 12' 70' 9 (BOTTOM) N/A N/A WA N/A N/A N/A 72' 6' WA N/A 12' 6' 12' 6' N/A ' N/A 10 (TOP) 12' 7 1/2' 12' 12' N/A N/A .72' 10 1/2' N/A N/A 12' 10' 72' 8 1/2' 12' 9' 10 (BOTTOM) WA . WA N/A N/A N/A WA WA N/A N/A WA 12' 11 ' N/A WA N/A N/A 13 OOP) WA WA N/A N/A WA WA N/A N/A N/A N/A 12' 6' N/A WA N/A WA 13 (BOTTOM) 12' WA 72' N/A N/A WA 72' WA WA WA 12' WA 12' WA 12' WA 14 (TOP) - 12' 8' 72' 12' N/A N/A 12' 12' N/A N/A 12' 11' 12' 9' 72' 70' 14 (BOTTOM) 72' WA 12' N/A WA WA 12' N/A N/A ' WA- 12' N/A 12' WA 72' WA 12 (TOP) 11' WA 12' WA WA WA 11 1/2' N/A N/A WA 72' WA 12' N/A 12' N/A 12 (BOTTOM) 12' WA 12' WA WA WA 12' WA WA WA 12' WA ' 12' WA 12' WA 15 (TOP) 11' WA 12' WA N/A WA 11 1/2' N/A WA WA 12' WA 12' WA 12' WA 15 (BOTTOM) 12' WA 12' WA WA WA 12' WA WA WA 12' N/A , 12' WA 12' WA 16 (TOP) 11' WA 72' N/A N/A ., . N/A 11 1/2' WA WA WA 12' WA . 12' WA 12' N/A 16 (80770M) 465.0, -65.0 6' WA WA N/A 1 6' WA • 6' WA 6' WA 6' WA WA WA WA WA 2 (TOP) 9 TO 70'-0' 6' 6' N/A WA 6' 6' 6' 6' 6' 6' 6' 6' WA WA WA WA 2 (BOTTOM) 6' WA N/A WA 6' WA 6' WA 6' WA 5 1/2' WA WA WA. WA WA 6 (1OP/90170M) 6' WA WA N/A 5 1/2' WA 6' WA 6' WA 4 1/2' • WA WA WA WA N/A 7 (TOP/BOTTOM) WA WA N/A WA WA WA 6' 6' 6' 6" ( 6' 6' . WA WA WA WA 8 (TOP /BOTTOM) • MAIT7MUN ANCHOR SPACINGS ARE VAUD FOR 3 1/2' EDGE DISTANCE FOR E D. LESS THAN 3 1/21 REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING' FACTORS. (NOT& Ml. E D FOR CALK-IN ANCHORS IS 2 11/27 FOR THIS OPERATION 7O BE POSIBLE REDUCED !PACING OBTAINED USING FACTOR S7.ALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR ME AT ANCHORS LEGEND. ACTIL4L E D. FACTOR REGULAR TAPCONZ 410 S.S. TAPCON, CRETE -FLEX SS4, 147440 NAILING, PANELMAIE OR PANELM4TE PLUS x - W CF TAP -GRIP 3' .86 .75 1.00 2 1/2' .71 .50 .80 2' .50 - - • ANCHOR TYPE Min. ANCHOR SRAC1NG' REGULAR TAPCON, 410 S.S. TAPCONL CRETE-FUR 5S4, ZAM4C NAILING, Cr TAP -GRIP. PANELMATE OR PANELM4TE PLUS. 0• .- CALK -IN - - 2.5' SPACING SCHEDULE FOR INSTALI.dTIQNS IN CONCRETE AND CONCRETE BLOCK STRUCTURES • ANCHORS LEGEND E. 0. = EDGE DISTANCE PRODUCT REVISED as complying with the Florida Belding Code Acceptance No 03— 0707.02 Expi tion 1 ate 0:61 - og mi Da . , �"'F uct Control Division F.B.C.(H.V.H.Z.) /MIAMI —DADS COUNTY -JUL 0 3 2003 I /i n . \ TILL IT TESTING & ENGINEERING COMPANY 6399 KW 3( St& 377. WP *4 CAROMS. 11 33166 Phone : 005)977 -7330. !a : 0 03 .; 77 T 7-753 7 EB- 0006779 WALTER A. TILLIT Jr. P. E FLORIDA Lk. ( 44167 0.050" SOLID BERTHA ALUMINUM STORM PANEL EX to EASTERN METAL SUPPLY, INC 4268 WFSTRRLA4DS DRIVE RNILR4 BE4ai Al 33407 OD o7 • saw 6nc 7,/2/o.7 1 • • 1 AS SHOWN SCALE 7/2/03 DA7Z 03 -141 DRAWING No SHEET 10 OF 15 LL4XM17M DESIGN LOAD W (psi.) ACTUAL E Q FACTOR MAXIMUM ANCHORS SPACING FOR E D. — 3 1/2'• � – � CF O1P–GRIP J' APPLICABLE TO SECTIONS / & ANY COMBINATION OF THDI NOWUU PANEL LENGTH r (fL) REGULAR TAPCONS CRETE —FLUE S54 .71 .50 IAM4C NULIN 2' C4LK —IN – Cr TAP —GRIP PANF1MAT6 PAMfLM41F PLUS 410 S.S. TAPCAW TO CONCRETE TO MASONRY 70 CONCRETE TD MASONRY TO CONCRETE 70 MASONRY 7O CONCRETE 7O wSONRY TO CONCRETE TO MASONRY TO CONCRETE 10 1KSONRY TO CONCRETE TO MASONRY TO CO'rCRF7E TV MASONRY +65.0, –77.0 6' N/A N/A N/A .3' N/A 6' N/A 3 1/2' N/A 2 1/2' N/A N/A N/A N/A N/A 1 (TOP) 9' -0' OR LESS 12' 7' N/A N/A 11' 8' 12' 10' 12' 6 1/2' 9 1/2' 9 1/2" N/A N/A N/A N/A 1 (BOTTOM) 12' N/A N/A NI/A 11' N/A 12' N/A 12' N/A 9 1/2' N/A 11/A N/A N/A . N/A 2 (TOP) 12' 7' N/A N/A 11' 8' 12' 10' 12' 6 1/2' 9 1/2' 9 1/2' N/A N/A N/A N/A 2 (BOTTOM) 12' N/A N/A WA 11" N/A 12' N/A 12' N/A 9 1/2' N/A N(/A N/A N/A N/A J (TOP) 12' 7' N/A N{/A 11' 8' 12' 10' 12' 6 1/2' 9 1/2' 9 1/2' N/A N/A WA N/A 3 (BOTTOM) 12' N/A N/A N/A 11' WA 12' WA 12' N/A 9 1/2' ■ N/A N/A N/A . N/A N/A 4 (/OP) 12' .. 7 N/A N/A 11' 8' 12' 10' 12' 6 1/2' 9 1/2' 9 1/2' WA N/A N/A N/A 4 (BOTTOM) 12' N/A N/A WA 11" N/A 12' h/A 12' N/A 9 1/2' N/A WA N/A N/A N/A 5 (TOP) ' 12' 5 1/2' N/A N/A 9 1/2' 6 1/2' 12' 8' 10' 5' 7 1/2' 7 1/2' N/A N/A WA N/A 5 (BOTTOM) 9 1/2' N/A N/A N/A 6 1/2' N{ /A 10' WA 7' N/A 5' N/A WA N/A WA N/A 6 (TOP/130170 ) 8 1/2' N/A N/A N/A 5 1/2' N/A 8 1 /2' N/A 6' N/A 4 1/2' N/A N/A N/A N/A N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A N/A WA 12' 6' 12' 6' 6' 6' WA N/A N/A N/A 8 (TOP /BOTTOM) +65.0, –720 9' N/A 12' N/A N/A N1/A 9 1/2' N(/A N/A N/A 11' N/A 12' N/A 10' N/A 7 (TOP /8017011) 9' -0' OR LESS N /A N/A N/A N/4 N/A N/A 12' 6' N/A N/A 12" 6' 12' 6' N/A N/A 11 (TOP) 12' 7 1/2' 12' 12' N/A N(/A . 12' 10 1/2' N/A N(/A 12' 10' 12' 8 1/2' 12' 9' 11 (BOTTOM) tt 4-i2.0, toot -73.3 5' N/A N/A N/A 6' N/A 6' N(/A 6" N/A 6' N/A N/A N/A N/A N/A 2 (TOP) 9' -0' TO 10 -0' 5' 6' N/A N/A 6' 6' 6' 6' 6" 6' 6' 6' WA N/A ?(/A N/A 2 (80770N) 6' N/A N/A N/A 6' N/A 6" N/A • 6' N/A 5' N/A WA N/A N/A ' . N/A 6 (TOP/BOTTOM) 6' N/A N/A N/A 5' N(/A 6' N/A 5 1/2' WA 4' N/A N/A N/A WA N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A ' N/A N/A 6' 6' 6" 6' 6' 6' N/A N/A N/A N/A 8 (TOP /BOTTOM) • 1U4XWLW ANCHOR SPA INGS ARE VALID FOR J 1/2' EDGE DLSTAN^. ✓~ FOR E D. LESS RUN 3 1/21 REDUCE ANCHOR SPACING Br MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS F 7) OPT:RAD N 1 DE ANCHORS D SP OBTAINED U•7NG FACTOR STALL NUT BE LESS THAN MINIMUM SPACING INO1CATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E Q FACTOR REGULAR TAPCONt 410 SS TAPCON7, CRETE –FLEX S64, 4111NG. PANELTE 0R PANE .M47E PLUS. ZAMAC N M44 � – � CF O1P–GRIP J' .86 .75 1.00 2 1/2' .71 .50 .80 2' .50 – – • • • ANCHOR TYPE AEn. ANCHOR SPACWG REGULAR TAPCON( 410 5.5. TAPC0k CRETE–FLEX SSA ZAMNC NL4ILINa CF TAP –GRIP, PANEII447E OR PANELMCTE PLUS. 3 •■ CALK –W 2.5' — MAXIMUM DESIGN PRESSURE RATING "ir (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURE'S ANCHORS LEGEND 1 ItE . TILLIT TESTING & ENGINEERING COMPANY .1 L 0 3 2003 �°' ( 7 U ,777.. '�G , 33J 7164 Phone : EB- 0006719 WALIER•A. 77(1/7 Jr. P. E 0.050" SOLID BERTHA ALUMINUM STORM PANEL Art r EASTERN METAL SUPPLY, INC 4268 WES7RO40CT DRIVE RIVIERA BEACH, f1 33407 CAD o,—me 7 n• E. D. = EDGE DISTANCE AIM Ih• PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 03— O O • O Ezpi Lion Date 6 By Miami Division Control 8 F.B.C.(H.V.H.Z.) /M/AMI —DADS COUNTY AS SHOWN SCALE 7/2/43 DATE 03 -141 DRAWING No I WOOD HEADER REQUIRED /SEE saIEOLLE FOR /bra SEPAA4D '( TO MASS 0 4 qrammili 2' x 4' PLA REQUIRED 0 ALTERNATIVE 1 ALTERNATIVE 2 . SEE SCHEDULE TOR Asti SEPARATION TO OATS B 1 40-20 SS OLTS W/ 7/8'0x3/32' WING NUT 0 12' 0.C. ALTERNATIVE 3 1/4 "Ix3 LONG LAC SCREWS 0 6' 0.C. W/ 1 27/32' Min. PENETRATON 70 EX1SfNG WOOD HEADER. 7/6'103/32 WING NUT 0 EVERY STUD 0 12' 0.0. 00 sy /4'0x3' L40 SCREWS 0 6' 0.C. W/ 1 27/32' 46n. PENETRATION • MIDWIDTH OF PLATE Cont. Cont. Cont. 3 c 1 /4 %J' LAG SCREW .0 6' 0.C. W/ 1 27/32' Min. PENETRATION 0 MIDWIDTH OF PLATE W000 HEADER I REQUIRED I sec SCREDULE TOR an. sCPA4MnQN 10 GLASS I /14x3/4 • S.S. S.M.S. O 6' O.C. 1 - x2": 1/8 ' (Min.) Alum. TUBE W/ 1/4'/x4 " LONG LAC SCREWS 0 6' O.C. W 1 27/32" Min. PENETRATION TO EXISTING WOOD HEADER. Cont. I L ,: I' 1 i rgi; / W4IO,0 S7L,0 REOLIR QG . a Cont. 1/4.W -20 S.S. BOLTS W/ 7/8'03/32' WING NUT 0 12' 0.0. 1 'x4'x 1/8' (MLA.) 6063 -T5 Alum. TUBE (Cont.) (2)1/411x4" LAG SCREWS 0 EACH STUD (M/DWIDTH OF STUD, 2' Min. NOMINAL) AND W/ 2' Mm. PENETRATION INTO EXISTING STUD. ALTERNATIVE 4 N071" FOR COMB /NATION OF SFC71ONS; WALL MOUNTING SECTIONS CAN BE COMBINED • IN ANY WAY TO SUIT ANY INSTALLATION. WOOD HE ( REOULRED ADER I SEE SaICDL[E TOR TO GLASS ALTERNATIVE 5 ALTERNATIVE 6 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9 -0. EXCEPT AS NOTED. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPEC /f1C DENSITY OF 0.55 OR EQUAL 1/4",x3" LONG L40 SCREWS 0 6' O.C. W/ 1 27/32' Min. PENETRATION TO EXISTING WOOD HERDER. - 0 • Cont. 3 0 1/4"0-20 SS OLTS W/ 7/8i63/32' WWG NUT 0 12' 0.C. 1/4 %x3' LAG SCREWS • 6' O.C. W/ 1 27/32' Min. PENETRATION O MLDWIOTH OF PLATE WALL MOUNTING INSTALLATIONS SECTIONS A SCALE :1/4 = A• JUL 4 3' 2003 1 /4' /x3' LONG LAG SCREWS 0 6' 0.C. W/ 1 27/32' Min. PENETRATION TO EXISTING V✓000 HEADER. �Cor, • SEE SCHEDULE FOR Min. SEPARATION TO GLASS 2 ALTERNATIVE 7 WUTFR'A. fluff Jr. P F 1/4'0-20 S.S. BOLTS 0 12' 0.C. W/ NUT & WASHER INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SEE SCHEDULE fOR SEPARATION I TO GLASS 6f70wax OM - a. R.C•n -N 1 oar 0.11 0-08 7/2/0 i a 1 - E -- .43J D.O. x .634 LONG BRASS BUSHING W/ 1/4'0 -20x2 S.S. S.M.S. 0 12' O.C. FOR SPANS UP TO 5' -9' AND 0 6' O.C. FOR SPANS UP TO 9' -0' Max. OR 1/4"0-20 ELCO mole /lemole PANELMATE O 12' D.C. W/ 1 7/8' Min. PENETRATION FOR SPAN UP TO 9' -0' 433' 0.D. x 634 LONG BRASS BUSHING W/ 1 /4'I -20x2' S.s S.M.S • 12' 0.0. FOR SPANS UP TO 5' -9' AND 0 6' 0.C. FOR SPANS UP TIT 9'-0' Max. OR 1/4'0 -20 ELCO mob femole PANEZMA 0 12' 0.C. W/ 1 7/8' Min PENETRATION FOR SPANS UP 10 9 - AtattUATIVE 8 PRODUCT REVISED as complying with the Florida Balding Code Acceptance No03 Exp - ion Date o By Miami Da . 3' . act Control Division F.B.C.(H.V.H.Z.) /MLAM! -DADE COUNTY 0 o7. ot. IL ECO INC.\ TILLIT TESTING it ENGINEERING COMPANY 650.3 NW J6N 5S1I,., 573 217. WPM corm 11 33756 Thom : (303)671 -7.00 . tem : (303)671 -1531 EE- 0006719 0.050' SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTRL1405 DRIVE RMERA BEACK FL 33407 xru r • AS SHOWN SCALE 7/'1,/03 ELATE 03 -141 DRAWING No WOOD TRUSSES OR RAFTER 0.24: D.C. REQUIRED st- s fa4 i6. W'/R.4TIONI To VAST ALTERNATIVE 9A I 7/8'0x3/32" PANG 1 EVERY STUD - 4_0 12' 0.C. ALTERNATIVE 9 1/0 1/2' LAC SCREWS 0 6' O.C. 2'x6' WOOD DECK REQUIRED (NO FINISH ALLOWED) 1 'x4 "x1 /8' Min. (6063 -T5) Alum. TUBE W/ (25/16%x4' LAG SCREWS TO EACH JOIST. - LOCATE SCREW AT MIDWIDTH OF EXLSTING WOOD MEMBER (2' Min. NOMINAL PRIMO W/ 2' Min. PENETRATION. NOTE FOR COMBINATION OF SECTIONS; WALL/f1.00R /CEILING MOUNTING SECTIONS Cl,N BE COMBINED IN ANY WAY 70 SUET ANY INSTALLATION. WOOD TRUSSES U4 RAFTER 0 24 O.C. R(OUJRED NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9' -0 , EXCEPT AS NOTED. 2. NEW 2' x 6' P. T. TO BE SOU7}IERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 114x3/4' S 5 S.M.S. 0 6' O.C. ALTERNATIVE 10 1 1/411-202(3/4' BOLTS W/ 7/8'1x3/.72' I tl1NC NUT 0 12' O.C. 1/4141 1/2' LAG SCREWS 0 6' O.C. 2'x6' WOOD DECK REQUIRED (NO FINISH ALLOWED) ALTERNATIVE 11 CE /LING & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4' - 1' 1 Min. (6063 -T5) Alum. TUBE W/ (2)5/16 %4' LAG SCREWS TO EACH JOIST. LOCATE SCREW AT MOWN OF COSTING WOOD MEMBER (2' Alin. NOMINAL WIDTH) W/ 2' Min. PENETRATION INSTALLATION DETAILS. ON EXISTING WOOD BUILDINGS ALTERNATIVE 12 * * VALID FOR Mox. +63.5, —63.5 psf. JUL 0 3 2003 1/4'8-20 S.S. BOLTS W/ 7 /8'143 /32' WING NUT 0 12' D.C. /4 LAG SCREWS 0 6' O.0 W/ 1 27/32' Min. PENETRATION 0 MIDW?DTH OF PLATE WALL MOUNTING INSTALLATION SCALE : 1/4' = /1 TtTE ' E6 ' ic. \ TILLIT TESTING & ENGINEERING COMPANY awe KK .Mr. 5 , SL 217. INFORM wax; R 33168 Trion : 003X71-15x . Fa : 004071 -3531 E8- 0006719 WALTER A. TXLIT Jr. P. E f1ORIO4 Lk. / 44167 POSONITION 3 Ora 03 -038 41;..PailwArn / \--1 Cont. 1 /4'x3' LAG SCREWS 0 6' O.C. W/ 1 27/32' Min. PENETRATION MIDWIDTH OF PLATE ALTERNATIVE 14 sow Ara sr 7/$/011 S � x NUT 0 EVERY STUD 0 12' O.C. PRODUCT REVISED as complying with the Florida . Balding Code Acceptance No 03— 0 07.0 .Z Expi lion Date By Miami Dad act Control Division F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY ALUMINUM STORM PANEL AS 0.050' SOLID BERTHA EASTERN METAL SUPPLY, INC 4268 WESTRO4DS DRIVE I 5 4 BEACI; FL 33407 DISOWISON MIT i 7/2/03 DATr 03 -141 DRAWING No SHEET 13 OF 15 NOTES, 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -65.0 psf AND PANEL'S LENGTHS UP TO 9=0', EXCEPT AS NOTED. 2. NEW 2' x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCT7ON: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. JUL 0 3 2003 IL ECO1 TILLIT TESTING & ENGINEERING COMPANY 6799 KM. 35A St. Sla 217. IWON4 G4nDM n 33166 Phone : 0300X71- 15.70. far : (X5)871 -1931 EB- 0006719 WALTER A. TILLJT'J. P. E FLORIDA Lit. 1 44167 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTRO4DS DRIVE RMERA 8EAL2{, EL 33407 xral►noll x OLD D1-07e 17/2/0.7 I # dw rM w 01^501•71011 ma AS SHOWN SCALE 7/2/03 GATE 03 -141 DRAWING No SHEET 14 OF 15 1 /4'oxl 1/2' S.S. LAG SCREW 0 4' D.C. SEE SCHEDULE FOR Min SEPARATION TO CLASS ALTERNATIVE 15 ALTERNATE LEG LOCATION 7/8'0x3/32' MHO NUT 0 EVERY STUD 0 12' 0.C. rdniAri I 4 Cont. 2 x6" NtX01D DECK REVIARED 0 6' O.C. MO FINISH ALL0$W) ALTERNATIVE 16 * 1/4'01 1/2' LA0 SCREWS CEILING & FLOOR MOUNTING INSJ_A_L_LA TIONS SCALE : 1/4' - 1' 4X6" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERAFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 6' WOOD HEADER REQUIRED 2'x4' WOOD PLATT 1 7/8' Mu1. PENETRATION COSTING 2'x4' STUDS 0 16' QC Max. RE073 1 /4'ox8' ELCO mole PANELMATE TVAS ANCHORS O 6' 0.0 TO DOST7NG PLYWOOD NOTF FOR COMR/NATION OF SECTIONS: WALL/FLOOR /CE1UN6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY / NSTALLAT1ON. 1 7/8' Min. 2" EXISTING PENETRATION r Max. BRICK VEENER 11 11 11 11 11 J 11 11 DISTINC STEEL ANGLE LINTEL AS APPLJC1BLE SEE SCHEDULE FOR Min. SEPARATION TO CLASS D175TWG Min 1/2' PLYWOOD REO'D (TYP) W/ FASTENING 10 STUDS AS PER SECTION 2909 Of THE SOUTH FL BUILDING CODE ALTERNATIVE LZ * * VALID FOR Max. +63.5, —63.5 psf. BUILD —OUT INSTALLATION SCALE : 1/4' = 1" EXISTING BRICK SILL 0 E rtSTINC f1A.90NG AS A LOWIE EXISTING BRICK SILL Cont. 1/4 "/x8' £LOO mole PANEIMATETVAS ANCHORS 0 12' O.C. 3 ont. n 1/4'0- 20x3/4' BA7S W/ 7/6•x3/32' WING NUT 012'0.C. m 6 0 By Miami Da Division INSTALLATION - DETAILS ON EXISTING WOOD BUILDINGS INPFA=4 1/0113 im"U i � O Cont L A3, 2 0 EADD? REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS Con ALTERNATIVE 18A * teRODUCT REVISED WALL as complying with the Florida Bolding Code Acceptance No 03 - 07o • D Expi Lion Date 0 - Control 1/4 "IrJ' LONG LAC SCREWS 0 6 O.C. w/ 1 27/32' Min. PENETRATION TO EXISTING WOOD HEADER. 2 Q. 40-20 SS TS 7/8'/x3 WING NUT 0 12' 0.C. /4 1x3' L4G SCREWS 0 6' 0.0. W/ 1 27/32' Min. PENETRATION O MIDWIOTH OF PLATE MOUNTING INSTALLATIONS SECTIONS 16 * VALID FOR SCALE : 1/4' = 1' NS ALLATIONS V • LID WAt � r ; I L 1 W000 HEADER ' REQUIRED 1 SEE SCHEDULE FOR Alin. SEPARATION TO GLASS DETAIL 2/15 ALTERNATIVE O Max. 18B * 1/4 LONG LAC SCRIMS 0 6' O.C. w/ 1 27/32' Min. PENETRATION TO EXISTING WOOD HEADER. +63.5, —63.5 psf. O Cont. y m 1/414-20 BOLTS W/ 7/8%3/32" WING NUT 0 12' 0.C. ANELS O USE JOl WITH INTERIORLY REMOVABLE PANELS 10 /4%3' LAG SCREWS 0 6' 0.0 W/ 1 27/32' Min. PENETRAT1ON 0 MI N7DTH OF PLATE INTERIORLY REMOVABLE PANEL() W/ SIDEWALK BOLTS( DETAIL 2) CQNNE 7D f THRU 5/8'0 HOLES AT 0 6' 0.0 & FASTENED AT REAR W 7/8'1x3/32' WING NUT 0 EVERY SIDEWALK BOLT. F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY /1 TILUT TESTING & ENGINEERING COMPANY 6373 NW. 3516. s1, 516. 217. MOW COMA R 3116E Purr : 005)671-15.70 . F. : (X7)071-1331 EB— DD06719 D.050 SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WES7RO4DS DRIVE RME7EA BEAM Fl 33407 faornaw r drr AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING No 7/4'0x1 1/2' S.S. LAG SCREW 0 4' O.C. SEE SCHEDULE _ FOR Min. 1 NG • 1 T GLI4SS 7M . V • 0 6' O. .1875' Cont. 1/4'0x1 7/2' LAC SCRDYS 0 6' O.C. ALTERNATIVE 1 9A ALTERNATIVE 198 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 19 SCALE : 1/4' — 1' Cont. 7/8'0x3/32' W,NG NUT 0 EVERY STUD • 12' O.C. 0 1/4'-20z1* S.S. =MALI( 80LIS, W/3/4' SLOTTED LEAD, FIXED Y REMOWABLE PAM 1F1R11 ID:Y HGLE () O 6' DC. W/1/4 NUT REAR. • 1 /4' HOLE O6'O.C. DETAIL 2 - INST ELATION OF 1/4 x 1 ' ,SIDEWALK BOLTS O REMOVABLE- PANEL SCALE:• 1• - r 4')18 (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF DUSTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 2x6' WOOD DECK REDONE° REMOVABLE PANEL l /4'Ix 1 1/2' S.S. LAG SCREW 0 4' O.C. (+) EXISTING } SCHEDULE FOR A(in. GLASS 1 SEPARATION DETAIL 2 Cont. 1.173' 1/4'0x1 1/2' LAC SCREWS 0 6' O.C. -I- ALTERNATIVELY, TRACK m MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE 9A, SHEET 13 OF 15. 0 Cont. 7/8'03/32' WING NUT • EVERY STUD 0 12' O.C. 21,6' WOOD DECK REQUIRED INTERIORLY REMOVABLE PANELIOW / SIDEWALK BOLTS DETAIL 2) CON a so 7D 1 7ItRU 5/8', HOLES AT IT) 0 6' O.0 t FASTENED AT REAR W 7/8'1x3/32' WING NUT 0 EVERY SIDEWALK BOLT. NOTE FOR COMBINATION OF SFC77ONS; FLOOR /COUNG MOUN77NG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 7/4'0 x 7 1/2' S.S. LAG SCREW 0 4' O.C. LONG} SEES SCHEDULE SARARON GLASS L LL 1 TO p NOTES: Cont. ALTERNATE LEG LOCH .f i; 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND L04 LIP T O +65.0, —65.0 psf AND PANEL'S LENGTHS UP TO 9' —O'. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY »7 71 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS' TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY . OF 0.55 OR EQUAL, 1/4'0x1 1/2' LAC SCREWS 0 6' 0.0. 7/8'0x3/32' WING NUT 0 SILTY STUD 0 12' O.0 4x8' (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. (+) T I m lI g MNG J SEE SCHEDULE g . ?x6' WOW DErx REQUIRED lb I �V•I 7170 ' • 70 f Of L 0 f • 7/4'0x 1 1/2' S.S. LAG SCREW 0 4' O.C. FOR Mn . 1 SEPARATION TO CLASS Cont. ALTERNATE LEG LOCATION 1 INTERIORLY ROMOVAOLE PAN&01 W/ SIDEWALK BOL7S EE DETAIL 2) COHN 70 1 THRU 5/8'1 HOLES AT 0 6' 0.0 0 FASTENED AT REAR W 7/8'0x3/32' WING NUT O EVERY SIDEWALK BOLT. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 0001•001 I . M T i f x I s e . . 0 Cont. DETAIL 2 7/8'1x31]2' WING NUT 0 EVERY STUD 0 12' 0.C. ALTERNATIVE 204 ALTERNATIVE 208 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 20 SCALE : 1/4' — l' /4'0x1 1 /2 - L40 SCREWS 0.6' 0.0 x 6' MOOD DECK REQUIRED PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 0 Expiration Date 7• • : Y/ By s / ..., r . Miami De' ' roduct Centro Division o2 09 F.B.C.(H.V.H.Z.) /MIAMI —DAD£ COUNTY MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOM Y2Ic Ogron Manufzcturing Co., Inc. -6 71 West 18 Street • Hialeah, FL 33010 SCOPE: This'NOA is being issued under the applicable rules and regulations governing the Control Div ion and accepted The documentation submitted has been reviewed by Miami -Dade County Product 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 (AEI). This NOA shall not be valid after the cxpiration date sated below. The Miami -Dade County Product Control Division (In Miami Dade County) z d/or the AHJ (in areas other than Miami Dadc.Counry) reserve the right to have this product or w..atcrial tested for quality assurance purposes. if this product or matc fails to perform i the accepted tra:u:cr, the manufacturer will incur 1. re expense of such testing and revoke, modify, or suspend thc use of such product or material within their jurisdiction.. BORA reserves the right to revoke this acceptance, if it is dc:ermined 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 approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. D CRIPT1ON: $. i "580" Aluminum Si lc.Hung Window and Dual Actior. Window APPROVAL DOCUMENT: Drawing No. W96 -38, titled "Series -580 Single Hung Window ", sheets 1 though 4, prepared by Al Farooq Corpor;ion, signed and scaled by Hum..ayoun Farooq, P.E-., dated 10/10/98 with revision on 5/29/02, bearing the Miami -Dade County Product Control Rcvisian stamp with the Notice of Acceptcnec number and expiration date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a per:rarert label with the manufact re's name or logo, city, state and following statement: "Miami -Dade County Product Control Approval ", unless otherwise noted herein. 1- application has been filed and there has bce�, ro RENEWAL of this NOA shall be considered after renew:. ,.pp change in the applicable building code negatively affecting the performance of this product. TERMINATION 1INATION of this NOA will occur after the expiration date or if there has been a revision or charge in the ;materials, use, and/or manufacture of the product or process. Misuse of this NOA as an aidorsemcrt 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 rcgyest of thc Building Official. ' roust document NOA rev' esja d retie sl�t # 99-1119.07 and, consists of this page a PP mentioned a<bp� The submit c d u ctttion Is *wed by Manuel Perez, P.E. o'k M tAmt -DAD £ COUNT:', FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 331 "$0 -156) (305) 375 -2901 FAX (305) 375 -2906 - NOA No 02- 0507.06 Expiration Date: November 14, 2007 • Approval Date: August 22,2002 Page 1 SERIES -589 ALUMINUM SING H UNG inn QIY CQMtARA'JJVE .N CHART BASED ON F1L -1170 DATED 12 -1e -9S 1E51 SIZE •• 37' X 50 -5 /a' (1 OVER 1) TEST LOADS - +105.0. -105.0 PSI' t't CN LOADS • +70.0, -70,0 F5f WATER INF'CTRATON TEST is 9.1 PSf TESTED CLASS - » tif,a0 NO. IN PIRL4TICSS WO,CATE NO. Of ANCHORS PER JA}JB BASED ON F1L -1171 OATSO 12 -%B -9S TEST 512E • 53 -1/3' X 74-3/16' (1 OVER 1) TEST LOADS or +90.0, -90.0 PSF DES'GH LOADS +80.0, -60.0 PSF WATER WnkTRATIOM TEST 9.0 PSF TESTED CLASS • 1/16' A,NNFALF IMPACT RESISTANT &NUTTERS REQUIRED • • NOTES 1. NIS PRQ01CI IS OE9GRED TO COWLY A11W IA }OCR UfLOCRY HURRICANE LONE Of RC 2001 RA MA Dl't10e4C 000L ALSO rOR WO) EWES AS PER A■CC 7 UtSAC RKSP0ti0 G CHAOS. L WOOD DUCKS 61 OTi4ER9, JUST BC A!ICHOP:D PROPERLY TO 1RANSI'EA LORDS TO TM( SIRUCTVRI 3. AHCNORS spot'. eE AS U5TEO. SPACED AS SM0uVt1 ON DETAIL ANCHOR ELIOMANT 10 BASE W.1ERW. MALL BE BEYOND WALL DACSSIJIG OR STUCCO. FOR EGRESS 1NNOOWS DETAILS AND CAPACITY SEE SHEET 4. FOR COIAPONENT 5125 SEE SHEET 3. By Maui !NAT JAN 6 An.RER t , SEE HCIr311 COLUMN AT LEFT PRODUCT REVISED er arnw p4141.Irf tit MAN CtsidiatCok m NeQ2.OSO7.Cb E_• Sea Div.' OD7 •• Nicht'Coot Lt3TJ o Pg oE y V1 ./.. W 0 ° e O vt I CJ 5 - g gic 1417; p0- A M �� n dd =t1F A T 1 i S G � r ge !i 0 I. re 9. c a 4 1: g 8 11 &owing no. [ W96-38 Oheet 101 DESIGN LOAD CAPACITY - PSF R1ND0W DIMS. DSE- ANNIALED CUSS 3 /1e ANNEALED GUSS!3 /16'- TEMPERED GLASS • 'IDTH 1 HEIGHT EXT. ( +) 1NT. ( -) EXT. (•) INT. ( -) EXT. ( +) 1 INT. ( -) 19 -1/8' 26-1/2' 37' 53 -1 /8' 26' (3) 60.7 210.0 60.0 210.0 60.0 210.0 60.7 165.9 60.0 210 -0 60.0 210.0 F 60.7 •108,8 60.0 159.0 60.0 159.0 38.6 38,6 T 60.0 110.7 60.0 T 110.7 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/8' (3) 60.7 127.6 60.0 208.4 60.0 208.4 60.7 90.2 60.0 150.4 60.0 150.4 60.7 615 60.0 107.7 • 60.0 107.7 - - 60.0 75.0 60.0 75.0 19 -1/8' ! 26 -1/2' 37' 53 -1/8' 50 -5 /8' (5) 60.7 96.4 60.0 197.9 60.0 21*,(1 _ 60.7 73.6 60.0 132.5 60.0 190.0 51.3 51.3 ` 60.0 90.6 60.0 124.9 - • - 60.0 63.7 60.0 75.1 19 -1/8' 26 -1/2' 37' 53 -1/8' 57' (5) 60.7 83-8 1 60.0 171.7 60.0 210.0 60.7 _ 66.7 60.0 114.1 60.0 168.7 _ -. - 60.0 20.8 60.0 118.7 - - 54.4 54.4 •60.0 69.5 19 -1/8' 26 -1/2' 37' 53 -1/8' 63' (S) 60.7 74,8 60.0 154.9 60.0 210.0 60.7 63.2 60.0 101.6 60.0 152.7 - - 60.0 74.2 60.0 109.3 - - • 50.0 50.0 60.0 65.4 19 -1/8' 26 -1/2' 37' 53 -1/8' 74 -1/4' (5) 60.1 60.1 60.0 133.8 60.0 179.5 - - 60.0 86.0 60.0 129.5 - - 60.0 65.1 60.0 92.8 - - - 44.9 44.9 60.0 60.0 SERIES -589 ALUMINUM SING H UNG inn QIY CQMtARA'JJVE .N CHART BASED ON F1L -1170 DATED 12 -1e -9S 1E51 SIZE •• 37' X 50 -5 /a' (1 OVER 1) TEST LOADS - +105.0. -105.0 PSI' t't CN LOADS • +70.0, -70,0 F5f WATER INF'CTRATON TEST is 9.1 PSf TESTED CLASS - » tif,a0 NO. IN PIRL4TICSS WO,CATE NO. Of ANCHORS PER JA}JB BASED ON F1L -1171 OATSO 12 -%B -9S TEST 512E • 53 -1/3' X 74-3/16' (1 OVER 1) TEST LOADS or +90.0, -90.0 PSF DES'GH LOADS +80.0, -60.0 PSF WATER WnkTRATIOM TEST 9.0 PSF TESTED CLASS • 1/16' A,NNFALF IMPACT RESISTANT &NUTTERS REQUIRED • • NOTES 1. NIS PRQ01CI IS OE9GRED TO COWLY A11W IA }OCR UfLOCRY HURRICANE LONE Of RC 2001 RA MA Dl't10e4C 000L ALSO rOR WO) EWES AS PER A■CC 7 UtSAC RKSP0ti0 G CHAOS. L WOOD DUCKS 61 OTi4ER9, JUST BC A!ICHOP:D PROPERLY TO 1RANSI'EA LORDS TO TM( SIRUCTVRI 3. AHCNORS spot'. eE AS U5TEO. SPACED AS SM0uVt1 ON DETAIL ANCHOR ELIOMANT 10 BASE W.1ERW. MALL BE BEYOND WALL DACSSIJIG OR STUCCO. FOR EGRESS 1NNOOWS DETAILS AND CAPACITY SEE SHEET 4. FOR COIAPONENT 5125 SEE SHEET 3. By Maui !NAT JAN 6 An.RER t , SEE HCIr311 COLUMN AT LEFT PRODUCT REVISED er arnw p4141.Irf tit MAN CtsidiatCok m NeQ2.OSO7.Cb E_• Sea Div.' OD7 •• Nicht'Coot Lt3TJ o Pg oE y V1 ./.. W 0 ° e O vt I CJ 5 - g gic 1417; p0- A M �� n dd =t1F A T 1 i S G � r ge !i 0 I. re 9. c a 4 1: g 8 11 &owing no. [ W96-38 Oheet 101 .374 • 1-1.662-1 f1XFD JAt., YE -132( 1063 -:5 F RAM£ MEAD 7C- t 69 6063 -TS 062 VENT 1OP RAL YE -1510 606.3-!S —I Alt L„,(p WNF eoIIOMR.;t YE -166 6G4) -TS 1 1.437 VENT S'DE R)Jt, YE -SC0 6013 -Ti .062 !37 ;TIZAUr AUK f CRFSS FRAME CORNER DETAJL 1.359 TRESS enotiR EifTRUSl»t{ 7[ -2S 4063 -15 z »3 EGRESS HEAD & Sit/ 3/4' S1(EZP ft0TCf1 AT EACH 04D Of SCREEN RETNH1NG CLIP EGRESS 3 AYA • S.H. FRAME 'CORNER DFTAH, S.X. VENT CORNER DETAIL • • 1 • P RUCVRREVU E p A Wog UPI F'.orfy Es 5tM Dow drow'ng no. 1 wQR_IR 2 YE-167 1 f tRA'i SILL 6o63 -r3 3 YE -102f 2 raa%€ Aga 6363 -T5 4 TE -I•1' 1 I1XED RAIL _6363 -TS S YE-151C 1 VEX1 TOP RAIL 6363 -T5 _ 6 7E-166 1 VENT 1DTTEIN RAIL 6043 -T5 7 1E -920 Z VENT Jet 6063 -:5 8 AS REOD GLAZING HAD >:CiL FARMED ALUK ` 9 . 10 t/ VENT BLOCK 6 TAME BALANCE 11 VH -311 AS REDA BULB VINYL PVC (SINGLE) 12 Y}I -510 AS MOD. Sti.B VINYL PVC (SINGLE) 13 111 -3091" AS RDDD. PILE- SCIQtGEL 487 X .230 rim SEAL (DOUBLE) 14 TN-3D4 1 2 VENT LATCH NYLON OR CELC0N 14A YN -515 1 CAN LE EX 8 C 1(TER. CT VENT WAX 15 10 X 3/4' 8 /TINE ASSCKR.Y SCREWS PLATED C. _• 16 a 8 X 3/4' Z flxtD RA;L SCRCVS CAD PLATCD CRS. 1 17 N 8 X 1' 1/ VENT VENT ASSEHBIY SCAtVS CAD PLATED CRS. . :1. : 041. ► : :• :c Y. C)- VEEP-N010( Al EACH C1ID W' • 4 / 1- r • 3/16' TAPLO!,S t 6' fRON CDR' s 1. 19 OZ. MAX. Ft . • -ul+ �uRl.t rt• r t 19' OC. X. .' • . •. • 4• ra LATC44 NWtiDAT C1►r( BE SUPPUED xm( C."N L. )4 AT WTC. RAILS OR SPRING LOADED 1)101 AT SILL ZS) -ANN. GLASS OR 3/16' At GLASS OR 3/16'- 10' ?. GLASS SEE WAIT 'f • • • 2 a TD THE BUILDING STRUCTURE. GLAZING METHOD.; EXTERIOR CUIZED WITH ROLL FORMED ALUM GLAZING BEAD. USE ADKES1Nf BEDO;NG COMPOUND SCHNEE 1•OREHE/I.D 5555 OR EOUN, COLOR TO MATCH CLASS & 1•1ETAL FINISH SEALANT; 3/16' X Z -1/4' TAPCONS t 6' FALeI CORKERS L 24' OE. MAX. ALL LOWER FRAME MD VENT CORNERS. AND HEADS OF INSTIL ATIO SCREWS AT SILL 10 BE SEALED WITH ALUMINUM COLORED SEALANT. SCHNEE IMOREHEAD 5504 OR EQUIV. P ADS; ONE 1/4 X 3/4' ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL TYPICAL ANCHORS; A) INTO 2 BY WOOD BUCKS 1 -3/8' MIN. PENETRATION INTO W000 8) THRU 1 BY WOOD BUCKS INTO MASONRY 1 -1/4" ).41N. EMBED INTO CONC. OR MASONRY 1 1 . _- -_- -• • %BYOR261 HOOD BUCK 1 BY OR 2 6 1:000 BUCK • .,,. Y V. .. .V 1 r - -•- aw 1.73 � DS3-N(1 GLASS OR 3/16'- AUK GLASS OR 3/16'- TEND. GLASS SEE 04ART 1 _1 8F.ANG IQ AV 1.6E5 V)NLOV VIDTH 0 0 1/4' Sl-74 KAY • ?' -. • %TOD BUCKS 1(01 BY YALE C[4Ee4 1.1US1 SUSTAIN D'PCSCD LOADS • • • 6063 -T5 J/16' T& wwHS .SEE CCiPARATIvC ANALYSIS MART RR SPACING /' O marten et* f1K TTodds Dekiin Aeelers No 0-0507.04 TTP!CAL ANCHORS ' • 4 . ' SET ELEV. FOR SP:.CINO t 1 WEEP SLOT 1 5 -I /4' FROM EACH DID OPEN CELL FOA►. PAD Al CAC 11 WEEP SLOT Cut C S C L&XTS mD PADS SEE SW. 2 .i1/4* MAX. 1• SWIMS • - 'T?! CAL ANCHOR S • SEC ELEV. rcA SPACIhT l VCCP SLATS • Ir 1 1 1 OR I BY w000 B 14NO 1KID T?I I 14 -1/2' WX HEAD &SILL 1 BY OR2BY WC00 BUCK EGRESS FRAMING DETAIL FOR SERIES -580 SINGLE HUNG WINDOW Sl3E OF SUB-T+t.1_MB = 37' X 50 -5/8" SIZE OF S.H. TRAIIZ = X5 -1/4 X 46 -7/16 CCTRA AtTCHDR MR 75 PSF RATING 0'4.T W 4 IDIC OIC LIST 3 PT. LOCK P:R SYSTDp4 ...ROM HARDWARE MIKNO!l 1100 W/ FL.ASfC KEEPERS FCR SINGLE NUKE 0E1 AILS AND CAPACITY SEE SHEETS 1 do 2. FOR COMPON:NT SIZES SEE SKEET 3. TYPICAL A. IF INTO 2' 3/16' DIAL B. IF INTO 1' 3/16' DIA. ANCHORS: BY W000 BUCKS TAPCONS WITH 1 -3/8' MIN. PENETRATION INTO W000 BY HOOD BUCKS OR IlfWO MASONRY. TAPCONS MTH 1-1/4' MIN. EMBED INTO MASONRY En 01. I JAKTUN.fAA SYRIKTURE5 ' • ILL. 7E f 16:51 V000 TUCKS NOT 1Y YALE OC,10 MUST SUSTAIN !P(POSCD LOAD: • rrpiC+l AtK>43RS SCE LtCV. FOR SPACIA4 • FRDDUCTREVISZO 8 op C Ac L1�rI;;A A tewarothe Ka ,06' ion Dew ill \ - DS3 JINN. CLASS 3)(16' ANN. CLASS ,,.... 8 \ ■ 1 VC-172 HEAD k S1L1. 1 I 1 /- . / /4 //!' . LI • / / j � EGRESS C74. !:X NUS 10++ 7 I , TTP!CAL ANCHORS ' • 4 . ' SET ELEV. FOR SP:.CINO t 1 WEEP SLOT 1 5 -I /4' FROM EACH DID OPEN CELL FOA►. PAD Al CAC 11 WEEP SLOT Cut C S C L&XTS mD PADS SEE SW. 2 .i1/4* MAX. 1• SWIMS • - 'T?! CAL ANCHOR S • SEC ELEV. rcA SPACIhT l VCCP SLATS • Ir 1 1 1 OR I BY w000 B 14NO 1KID T?I I 14 -1/2' WX HEAD &SILL 1 BY OR2BY WC00 BUCK EGRESS FRAMING DETAIL FOR SERIES -580 SINGLE HUNG WINDOW Sl3E OF SUB-T+t.1_MB = 37' X 50 -5/8" SIZE OF S.H. TRAIIZ = X5 -1/4 X 46 -7/16 CCTRA AtTCHDR MR 75 PSF RATING 0'4.T W 4 IDIC OIC LIST 3 PT. LOCK P:R SYSTDp4 ...ROM HARDWARE MIKNO!l 1100 W/ FL.ASfC KEEPERS FCR SINGLE NUKE 0E1 AILS AND CAPACITY SEE SHEETS 1 do 2. FOR COMPON:NT SIZES SEE SKEET 3. TYPICAL A. IF INTO 2' 3/16' DIAL B. IF INTO 1' 3/16' DIA. ANCHORS: BY W000 BUCKS TAPCONS WITH 1 -3/8' MIN. PENETRATION INTO W000 BY HOOD BUCKS OR IlfWO MASONRY. TAPCONS MTH 1-1/4' MIN. EMBED INTO MASONRY En 01. I JAKTUN.fAA SYRIKTURE5 ' • ILL. 7E f 16:51 V000 TUCKS NOT 1Y YALE OC,10 MUST SUSTAIN !P(POSCD LOAD: • rrpiC+l AtK>43RS SCE LtCV. FOR SPACIA4 • FRDDUCTREVISZO 8 op C Ac L1�rI;;A A tewarothe Ka ,06' ion Dew 1 VC-172 HEAD k S1L1. EC 67 -T5 2 TL -23 EGRESS C74. !:X NUS 10++ 6063 -1S 3 T1: -570 4 PR AMC STAItILCSS STEEL 4 1E -8 SPACER 6C63 -TS 5 YE Sx VINCCV HEADER EO63 -TS 6 W-23 SCRCV 110 -24 X 5/r HS PH 7 Y14-570 VCATHCR5TR;9PINS SANTOPRDIE 8 Tr - 25A CKA}R SUPPORT EOREV M 0 X l /2' TEKS PH 9 TK -S34 LOCK EAR POT KA.RWVARE 10 YK -940 LOCK 1PAR WIDE 1 0 TO HAP Ov a[ 11 214 -942 3 POINT LOCX HAR OPERATOR ROTO HARDWARE 12 TK - 944 PLASTIC STRIKER A010 HARDWARE 13 1C -171 EGRESS JO1t3 i063-TS 14 YK -571 r OAX TAPE FLACK V -714 lingual 3/8' X .188 1S Y1-1 1 10 X 3/4' SNS CAS ROOD) _CAD PLATED STEEL DESIGN LOAD RATING FOR THIS SIZE OR SMALLER °. ANCHORS /JAMB DSB —ANN. GLASS 3/18" —ANN. CLASS • EXT. (•) INT. ( —) EXT. ( +) - INT. ( —) 4 57.0 57.0 65.0 65.0 5 x 57.0 j 57.0 65.0 75.0 TTP!CAL ANCHORS ' • 4 . ' SET ELEV. FOR SP:.CINO t 1 WEEP SLOT 1 5 -I /4' FROM EACH DID OPEN CELL FOA►. PAD Al CAC 11 WEEP SLOT Cut C S C L&XTS mD PADS SEE SW. 2 .i1/4* MAX. 1• SWIMS • - 'T?! CAL ANCHOR S • SEC ELEV. rcA SPACIhT l VCCP SLATS • Ir 1 1 1 OR I BY w000 B 14NO 1KID T?I I 14 -1/2' WX HEAD &SILL 1 BY OR2BY WC00 BUCK EGRESS FRAMING DETAIL FOR SERIES -580 SINGLE HUNG WINDOW Sl3E OF SUB-T+t.1_MB = 37' X 50 -5/8" SIZE OF S.H. TRAIIZ = X5 -1/4 X 46 -7/16 CCTRA AtTCHDR MR 75 PSF RATING 0'4.T W 4 IDIC OIC LIST 3 PT. LOCK P:R SYSTDp4 ...ROM HARDWARE MIKNO!l 1100 W/ FL.ASfC KEEPERS FCR SINGLE NUKE 0E1 AILS AND CAPACITY SEE SHEETS 1 do 2. FOR COMPON:NT SIZES SEE SKEET 3. TYPICAL A. IF INTO 2' 3/16' DIAL B. IF INTO 1' 3/16' DIA. ANCHORS: BY W000 BUCKS TAPCONS WITH 1 -3/8' MIN. PENETRATION INTO W000 BY HOOD BUCKS OR IlfWO MASONRY. TAPCONS MTH 1-1/4' MIN. EMBED INTO MASONRY En 01. I JAKTUN.fAA SYRIKTURE5 ' • ILL. 7E f 16:51 V000 TUCKS NOT 1Y YALE OC,10 MUST SUSTAIN !P(POSCD LOAD: • rrpiC+l AtK>43RS SCE LtCV. FOR SPACIA4 • FRDDUCTREVISZO 8 op C Ac L1�rI;;A A tewarothe Ka ,06' ion Dew Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/10/2004 Applicant: DEBRA CAMPBELL Owner: CAMPBELL DEBRA JOB ADDRESS: 373 NE 92 ST Contractor Local Phone: Parcel # 1132060136400 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -292 Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 21 & 22 BLK 47 LOT SIZE Fees: Description Amount FEE2004 -2546 Building Fee $115.00 FEE2004 -2547 CCF $1.20 FEE2004 -2548 Notary Fee $5.00 FEE2004 -2549 Training and Education Fee $0.40 FEE2004 -2550 Technology Fee $2.88 FEE2004 -2551 Scanning Fee $12.00 Total Fees: $136.48 Total Fees: $136..4$ Total Receipts: 31100 Permit Status: APPROVED Permit Expiration: 8/31/2004 Construction Value: $2,000.00 Work: 8 WINDOWS WITH SHUTTERS (RETROFIT 4 OPENINGS) CHAR 1 1 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: