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BP04-1667
Date', /QS Sk1C eY5 Type Insp'n l r r 1 Ci_.) I (�Ick LO S Permit No. - 16 Name A-t _, 9 Address 12-63 9 Z frld ST Company ne Phone # CAS) 607 -52_43 Inspection Date c i ! e tc Approved Correction Re- Insp'n Fee ' 38OI MIAMI SHORES VILLAG BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Z6 41/61 MIAMI SHORES VILLAGE `� 0 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Datee Type Insp'n f no I w I ndcu) Permit No. S' — 6 Name f5rna5 art r 7_ Address 12_63 K)E 9 Z 5 T Company ( � �nc_ r Phone # (am) g D — 5ZO'a Inspection Date J �9 / c I Approved Correction Re- Insp'n Fee Vt11 L MIAMI SHORES VILLAGE I BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 8fii (U5 Type Insp'n rlbill i GUIKOQ 3 /54/11;Ii / 7 O Permit No. ' tri o 4 —166 Name - 7/01441, ') Slt? Address /243 vi Z. ST Company 01.0kte Phone # , 45 /367 — llsa Inspection Date y/iz l // as Approved Correction Re- Insp'n Fee Date 1 1 , , r , Type Insp'n W I N iDOWS lJ 1;bor,s Permit No 13P0q -16967 Name 9 � ILL Address ) i(OcS NE 2S Company £ ',UQ Y - Phone # Inspection Date Approved MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui /ding Inspection Request L981 Correction ❑ Re- Insp'n Fee ❑ oly ; r- D0o �� ‘?()' kV2-' c5C Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12/27/2004 Applicant: TOMAS Owner: SUAREZ JOB ADDRESS: 1263 Contractor Local Phone: Parcel # 1132050270270 NE 92 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1667 SUAREZ TOMAS ST Contractor's Address: Legal Description: BAY LURE Permit Status: APPROVED Permit Expiration: 6/18/2005 Construction Value: $5,000.00 Work: REMOVE AND REPLACE ALL WINDOWS AND REAR DOORS BY: PB 44 -63 LOT 16 Page 1 of 1 alYd BLK 2 LOT SIZE 75.000 X 125 OR Fees: FEE2004 -1 31 1 6 FEE2004 -1 31 1 7 FEE2004 -13118 FEE2004 -13119 FEE2004 -13120 FEE2004 -13121 FEE2004 -13122 Description Building Fee CCF Notary Fee Scanning Fee Training and Education Fee Technology Fee Submittal Fee Total Fees: Amount $460.00 $3.00 $5.00 $21.00 $1.00 $11.50 ($50.00) $451.50 Total Fees: $451.50 Total Receipts: $451.50 a 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. BUILDING PERMIT APPLICATIO FBC 2001 $ Value of Work For this Permit Submittal Fee $ Code Enforcement $ Total Fee Now Due $ Permit Fee $ Notary $ Training/Education Fee $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 30 ) 756.8972 , od Permit No. 1YQq — 166 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Al e> ! � l Phone # 305 76 Z -1281 Owner's ddress /263 ME 92 6) a A City �iQf)1I 5)10(S st a Zip 313t3 Tenant/Lessee Name al Phone # Job Address (where the work is being done) t263 vE � 5r/ City Miami Shores Village County Miami -Dade Zip 35/ Is Building Historically Designated YES NO 7 Contractor's Company Name i9WnPr Phone # 5 44 Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # ?/; 17)° Type of Work: ❑Adddition Al erati pINew / Describe Work: emd✓Q. r LOCe q/ / (Po'? d01.05 * * * * * * * * * * * * * * * * * * * * ** * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Scanning $ ef q Radon $ Zoning Bond $ Structural Plan Review. $ Square Footage Of Work: Repair/Replace ❑ Demolition ai r do of . CCF $ � CO /CC Technology Fee $ 117 , Q 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 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 inspei 'on which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no bt appro ed and a reinspection fee will be charged. Signature Chc 05/13/03 Owner or Agent The for In iw s acknowledged day of 1 who is pers * * * * * * * * * * * * * * * * * * * * ** 20 instruinent bf -I ,eXIS Ui known to me or who has produced As ideication and who did take an oath. as identification and who did take an oath. NOT P C: n N. ..,. NOTARY PUBLIC: Sign: � , � lins,,, L �y 13 Sign: ,. i . _ n on #pl) 84 Print: My Co unission Expires: 1 �. • ":` t:xpires: Jul , 2007 tund61 lluu 1 \dill {' ************ * * * *iwit .(k, is,*************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature Contractor me this 27 The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced My Commission Expires: *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: .DEC 2 2 aik Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE STATEMENT A l x Ri being e legal property owner, for the property Located at: /2. 63 NE 92 5 Legally described as , 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 work 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 525,000.00 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 Icensed 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 ( ) initial of reviewing clerk. Tlie foregoing instrument Was acknowled ed before me this a f) day of ,$) ec'. , 20 n q By L0 0fl0( L VU..' who is personally known to me or who has Produced ' Pow LIC Q'&l & as identification and who did take an oath. t, Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT 110 x 50 Hor. Roller window 38 x 38 atom Hor. Roller window 20 x 50 Hor. Roller window 74 x 38 Hor, Roller window rater 1®1 C3) 72 x 80 0utswing doors mma 22E11 uvoa 1®1 1 1 74 x 64 Hor, Roller 1st LEVEL 74 x 50 _ /Hor. Roller window 54 x 50 / Hor. Roller window 1 1 as w window -- 20 x 38 " 711 _ Hor, Roller window 1263 NE 92 ST MIAMI SHORES, FL 54 x 50 Hor. Roller window 54 x 50 Hor. Roller window N 74 x 50 Hor. Roller window 38 x 38 Hor. Roller window 54 x 50 Hor. Roller window 74 x 50 Hor. Roller window 2nd LEVEL 20 x 38 Hor. Roller window •'FROM 4 NEW AGE WIN !if l � .. �. ) COMPLIANCE OFAlCtt O CO) OL D1V1S1a FAX NO. :305 8890710 Dec. 09 2004 12:04PM P1 > DADI Co� A 110 W>d$'X ""RANG. FIGOPLOA 33130.1563 (305) 1753001 FAX (305) 373.29os NOTICE OF ACCEPTANCE NOA New A vAndows & Door Corporation M 11 . 3 166 This SCOPE: rules and regulations governing the use of construction materials. issued under the applicable N is beir►g' lion submitted ha.s been revie��•ed by Miamt•I)� Dade ounty and otherlaDr�a�'hcre e11gw��ed by T a cu Board Appeals (BOR.A) to be u in M by the Hoard of Rules and the Authority Having Jurisdiction (A111). • 1). es opt to rve the Control This NOA shall not be valid )r the ation in arca other M w. iami Dad Miami-Da County) reserve Product perform to have p <ioa ( Miami Dade County) end/or the the as (in u ses, If this product or material fails immediately o m n �� thls product or material tested for quality assurance p rpo and the AM maY . the ac cepted m anner, the manufacturer Div ins the expense of such testin diction. GALA retictyes the right revoke, modify, or suspend the use of such product or material within their cce tance, if it is determined by Miami-Dade Court Product Control Division that this product or m to ateria fails to P meat the req uirements of the applicable building code, o Velocity Hurricane This roduct is approved as described herein, and has been designed to comply with the Hig P Zone of the Florida Building Code, DESCRIPTION: Series HR \ \' -300 Aluminum Horizontal Sliding Glass Window inR Window", s sheets 1 through APPROVAL DOCUMENT: Drav,ingTo. 11'99- &0, titled " HR ' X0d signed rd s hro 1:T ugh of 4, prepared by Al Farooq Corporation, dated 11.30-99 and last revised on Sep 34, gne the ;notice of Dr. }iuma�•outt Farooq, P.£., bearing the ?t9i2rn Dade D de C Product o �ct .kceepta."+et: nu:r,bcr and e�,.i::tion date b■ t,- . t.w 'j1SS1LE IMPACT RA TING: None with 'J;c rr „= ufac;vrer's n�;,e or loco, city', state a.'�d LABFL��G: Each unit sl',x;l tsar a perrr.��er,t ,abt1 rF � , folloging statement: ”Nlia. i•D2de Count. Ptc,'.:zt Control w ag ' A ed” unless been filed trod noted herein. e been no RENEWAL of this OA shall be considered 2',er a renewal application change in he applicable bLilcine 'code negati\ cly affecting the performance of this product. a in the of this NOA ��';11 occur efer the eNpiration date OT if there }IPA been a revision or cha»S as «, \l;cr:se of this T�O.'N0.4 IA endorsement cf any ;� Failure to comhl�' materials, use, xr,d'er rnartufacture of the Frc,.t:ct or prose . product. for salts, xd�eni;ir;tt or any other us for te:-r.1 -nd ren,o �Oa this O . with z;,.• section of this NOA -hall be ca �• the c• s ',lirrrti•D2de Co :nt,' Florida, x followed 1 ADVERTISEMENT! Tre NOA number preceded b, `'' If onion of U is dicpla�ed, then it s � , y d in 2d\ sr,a iitc;x . P the expiration date a`� .e displa° be done in its entirety. a INSPECTION: .A copy of .,his entire NOA shall be provided to . ,he user by the manufacturer or,its distributors and shall be available for inspection atop site at the requst of the consists of paeea evidence pace This ?:OA revises & renews . O LS we ll as approval document mentioned above. 1 Chand P.E. The submitted documentation was rct'ie rd by 1-haq 4140 X OA ?:o 03- 0914 ` T E Date: December 14, O8 c x Approval Date: November 05, 21003 fai U w • rnmac *moan � u« fa.Xv. 11T DR ZTT vl)® >tUCal T1PLC �4(. P1t.aI1 1C1 CLC V. ION .P•C1.IG W000 BUCKS HOT Or NEW ACE WINDOWS. t+US1 5LIS1AIN I LOADS IMPOSED BY CLAZUIC SYSTEM AHD TRANSFER THEM TO THE BULDING STRUCTURE. 1 TYPICAL ANCHORS: srt EIEV_ /criAni roq sru.11:: ] /tQ TAPCI H INTO 2BV HOOD TUCKS OR W000 STRUCTURE 1 -3/6' Me& PENETRATION ROO 11000 THRV tBY *OOD BUCKS PTO MASONRY OR VA ICILY II :!G I.Ir_Or:lti 1 - /l' UN. EIDEC R..0 MASONRY OA CONC. wrcritous- WL T' X 1/1' wCCPHOLCS AT (ROM CAGY. C241:, CT f]•UC 742 - 1/1' DD.. WCEPHOLLS Al G' rRO4 ErrDS & ' ` LPL. MAX. $F.AtATi TS MASSE AND VENT CORNERS ANC INSTALIAT70' SCNcrt`_ AT STALED WIIH LYHITE /ALVUINU4 COLORED GENCRAL Puke >L•SE SIUCDNE SEALANT 3r UACKLAN9URG– OUt1CAN- r. I I .ct•. Iu...fri Nu. Lt .JVat, lit AL use ♦1111. C:AS t' Aral . Cu'_: LK 3f to.' I( 1 ::( •:.1:I l LU+U I.IP.I . `• J (1 I 111 U;:tuC fCUI°!:•p.[• ..1 ••1 ti•t !'III�.'U)t • .:..I .. .. .II • • I•• w.. •v..d•..1:G- 14..r :•• ' s Ita J--•ll JI ��' YQLf ouci LI'MfN ED ^•••P4� Y. IL.. 14.11.1 t'.r K.( 3 -o 4. 0/ 1.4PU,a. 1b7 141, .... 1 FROM :NEW AGE WIN FAX NO. :305 8890710 Dec. 09 2004 12:04PM P2 ,�5 t T ora ° r•' fin.: Door o ma � ;� of AC EN CE SUBMITTED. , .., ••'' ' ' J DRAWII =. - ed under NOA DO- 0519.0 ?) . ' 7 , • -'` ` ' j ' -"�. Maiiufactwers die drawings and sections. (Subm,tt 2. Drawing No. W99 -80, titled "HRW300Horiz. Rolling Window', sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated. l 1 -30 -99 and last revised on Sep 24, 2003, signed and sealed by )Dr. Humayoun Farooq, P.E, (Note: Sheets 1 and 2 have been revised with the addition of tempered glazing option) B. TESTS (Submitted underNOA 00 0519.0 . 1. Test reports on 2)U Infiltration Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 ' along with marked -up drawings and installation diagram of an aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s) , -2409 (990'76), FTL--2412 (99079) and 1, 11,-2413 (99077), all dated November 17, 1999, witnessed by Jose 17. M trani, P.E. and Aldo P. Gonzales, P.E. , signed and sealed by Aldo P. Gonzales, P. E C. CALCULATIONS 1. Comparative analysis and glazing calculation, prepared by Al-Farooq Corporation, dated 07- 31 -03, signed and sealed by Dr. Humayoun Farooq, P.. E. 2. Comparative analysis and vi strvcturzl 6 analysis, 00 s g. P d a d d e led by Dr�Huma Humayoun Farooq, dated 03 -20 -00 and revised on 11 P. E. (Submitted under .x•0.4 00 D. QUALITY ASSURANCE NCE BY: . Miami -Dade B'.:ildir.g Code Ce npliance 0 -'.ce (13CCO) \1ATERLal_ C.ERTI1 1C_.ATIONS T 1, one F. STA•IE \TENTS (Sab>r;incd ur,ccr N'O.4 00•o:1?.C':) 1. Statement loiter of confor;T:ance, dated 05.•10-00, s:g.ned & 5 eale.d by Dr. Humayoun Farooq, P,E. 2 Statement leiter of no f-,ancial irate: i, Cated 05-10 P0, sit?ned by Dr Humayoun Farooq. P E. S -, of dated 02-(.'2-00 issued by Fenestrctic�n testing 3. iite;T.'eLi le.: ter Oi CC".y.1 ;z :�;ce Cc )ab0ic C'11'. sinned azd sca e: by .Aido P. Gcr z; les P E. F. OTHER , 1, This .NOA renews and revises NOA4 00.0`19.02 expiring. December 24, 2003, Ishaq L Chanda, P.E. Product Control Ezamincr NOA 03- 11814.101 Eipiration Aatc: Acccmbcr 24, 248 Approval pate: 1.'u, cmbcr 06, 2003 E -1 UIKDOT 81113. ma. or 160. a A N4 T CN061S DS3- 64111. CLASS 2/16 -AKK. CLASS 3/16' -7966?_ CLASS EXT.( *) LNT.( -) 9X1,(4) IN1.( -) Uri.(,-) I 101,( -) 1NOW 160047 Al 26 -l/2 Sr 53 - 1/0 • 74' ,: • 26' 3 3 54.0 66.1 52.6 171.4 516 129.4 4 3 54.0 66.7 52.6 121.4 53.6 111.4 6 4 54.0 66.7 52.8 1)1.4 52.6 121.6 7 S 55.0 59.0 52.6 90.1 52.6 120.5 I6 - 1 /I 37 53 - 1/E' 74' 3 3 54.0 66_1 52.6 97.7 . 51.6 5)_7 4 3 54.0 . 61.0 52.6 9.2.) 62.6 93.3 6 4 51.6 51.8 52.6 83.9 52.6 97.5 7 • 5 x ' x 52.6 64.0 52.6 81.6 76 - 1 /2 77' 35- 1 /0' s/24• 74' 3 3 54.0 66.7 52.6 74.1 52.6 74.1 • 3 47.9 47.6 52.6 70_ 52.6 70.7 6 4 36.6 • 36.6 52.6 62.5 52.6 73.9 7 5 2 x 49.7 , 49.7 32.6 61.2 sr 4 3 x x 32.6 56.6 52.6 56.15 53 t 63" 6 4 X x 49.0 49.0 12.6 59.4 5 x x 36.2 36.2 50.9 49.7 341" 3 54.0 66.7 • 52.6 • 121.4 52.6 121,4 4 3 y 54.0 66.7 I 52.6 121.4 32.6 121.4 F 3 54.0 66.7 32.6 121.4 52.6 171,4 4 54,4 66.7 526 121.4 52.6 121.4 54.0 51.3 52.1 102.E 52.6 I 171.4 54.9 66.7 52.6 115.0 52.6 115.0 54.0 I 66.7 82.1 107.2 52.6 102.2 54.0 1 55.6 57.6 95.6 52.1 25.6 66.6 42.6 52.6 1 79.7 52.6 102.9 43.6 43.6 52.6 • 65.9 52.6 D0_4 ■ 540 66.7 52.6 66.3 52.6 1 66.3 513 52.3 - 52 it ) 6.7 52.6 71.7 r b a 37.7 37.2 52.6 71.9 52.6 71.9 x x 52.6 59.2 52.6 77.2 x x 52.6 53.0 52.6 67_1 45.2 15. 52.1 65.3 52.6 6%.3 1 R 52.6 57.5 52.6 57.5 12 22 44.7 44.7 52.6 1. 1.9 x R ( 41.0 41.0 52.6 l 57.7 1 • d u) N 0. CD (V 05 t9 U ci u_ E 0 .n LL DCSIGI9 LOAD CAPACITY - PSP (70 DR 07 S12951 t7OTFS; L TNK PRmUC: 4 0150466 TO [Muhl 46114 lot 11CM rf Warr msak. :...1 NNE Of M[ 3001 7108104 6uLSMC C60t. X000 soots 6'Y 01,485. %UST Of AKC.NA10 P*Git*LY 16 1MA1Aff. 1.0.451 10 lit S1R1KIUxt. 3. ANCHORS WALL 9C AS UST[0, TP.C[0 AT • 1.0 0 . 66 br 19C1u, 0NC4011 [416(C.4164f 10 16451 MAMMA. %OVAL 5C DL•We, D11C5SulG 049 STUCCO. 7. fx_1( Kea INS S0M1.C( PIZ1_ti ! ti,�: Y4T, 7Y /, W 11liVLl 17. 1 •.0 -u DILL !i:Kl: C1:i r 46 -- i'- "'�L_: L I '==mac= ❑i� - -. 0 0 /�. pa6. IO8 S i P6' rw0i 6R 11(16- •t• Y['1 ' I r,'etI ii 11..1 _13 U:AI 16 .8 5!. UL Of . 1%O*K.4 8UNlvef . • P4r. .114 u- 1L.114. ary .. li A...> y . 1 y. At Lao. 6.-r ..j 1 7, ' 7 .. • 1 g 1 -1 1. CI.... 0, Par -2144. t 1r i n'I':UU r,S •I LA U[ rico ?YC7 L'u 117 11A D1• m.. - r5 41.1.1toy, :t7 r•,III •3 1. .11 5011 •101 .. l..IU ll.'_] fU III ••JWL w11.1 ..1 1• l4 o•o.•A 9 no. W99 -80 L 60'.1 l ot 4 :1 : 305 8890710 Q It/ OR 1W •QOD wa SP17Y4 t041(D WOW'S \OHE AT ID imOY DOROI NE Al 4 4-t /1 10111. EFC I BOPCW vT welkl Iv Maw( SM. TttOM ..OED 4.44. EXTERIOR M+ll * wIDT M Z�l 1 A YOt l= Ol OPPOSITE 1 • 31w41' U\7 W a7 rIDSPAW (O0.110dla4, 'O 5Pe,hG 1 CAD( O ta701) 1 E ♦IP I I ...1111 Dtv■D•TIDO I 1 llet I ..NN: •Z.61- la 1 - I ww -1a / - 1! I ...l afro 140. iv., - W.YI> 'ti an,an,' I afro l:M' -wtl .E Wflwr MNl N /1 -17 7 --y1 •)YDT r ' ./ .I.. .wf SI.l .Da. -I• I .01 1 .3 at co cwar ./p w i r 4 • I 1 - 1 .J I.(QI IW.r( 4SYwn', xn W Cna I / \o a 1' I r.fS LA tI 1 I II0. 1V.i }Yt SCMCI0S 1s+1- tray, 11 t ID a ] -t /r' rw I I A 01u , Ij I rr..: y...0 14a +IS!w ►nMC I u014Y. ,ION. 041 70 1]11 I . 1 Iµ.( 31410 a »+ .i1- I .10 tl. M- 177. I -7 RI 90. I .7w/MTIAw•r.MG I - • rat ran. ►t.aSIC 110 17 .1 a.t:Ita 1 ...alofDS' Mr/+NG I- 1r'Lf DIK /SASIC Am A • 1. I 41 et1YJ . - - - J I fYJ SW wfi1KMS1NH•+r,L _ 11 rY. -.] 1 / Mtt l' 11•flU - N U.. - 15 - I _/ l c'Ur..tM \t r WINS - - 7 I • lie ,11. M••15 UM 17 - - � +LQSnt M wl assikik CI canto C1.1 P C... i a l /tl' s 7 -)!.d' a0+t le M. -a1 I 7/ IAA ICt17 R411.01 IOUS.0 • Oat[ I 1/ RIS I 11 f,.t7. CMG 11 1101 It Sr wl tMI 0.O1t1A/rwttl Sr. CILU 70 .)l7 I 1 kid, 11w* .11/1-7 I Kc7 - lI I - ]1 ..7W 1 7/ 111- I L --. frU 4,41C. �t) -II -f II no. [.bi 17 S/ -71a J 5! L.IC -I SL..7 SOICw S 01I) ; Sr. Srt ft I - PI • wart kW wayr. /sanity /I.LwALJ4 rirvtrl.l't la././a• 1.0 ....7a t-. -N1 w- lS.•.0. 1..14.0.10 6.101• [ 1 '. Y . l a• . kk, !S&,1I ! • I_Ln.1 Ml. J b.4. )r.ar.it;...r t I •l. b.r. r.aLLrS S.aS g r Y I IE ` l� l a T a o rw: W99 — BO 1.10.1 3 44 4 . • FROM ..:NEW AGE WIN MIA M • 1 KA1 BU1 'DhNC CODE COAIPL1Al E OFFICE (BCCO) • PRODUCT CONTROL DIVI$1ON NOTICE OF ACCEPTANCE (NOA FAX NO. :305 8890710 Oct. 19 2004 02:24PM P1 ViIAMI -DADS COUNTY, FLORIDA 6' ;ETRO -DADS FLAGLER BUILDING 130 WES Ir FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 1:105) 375 -2901 FAX (30S) 375 -2908 New Age Windows & Doors 7196 NW 77 Terrace Medley, FL 33166 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 1;'ontrol 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 Miam :. -Dade County Product Control Division (In Miami Dade County) and/or the AH.1 (in areas other than Miami Dt de 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 md 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 Con' rol 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 wit 't the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "100" Aluminum Outswing Door w/ Sidclitcs APPROVAL DOCUMENT: Drawing No. \V02 -13, titled "Series -100 Alum Out.swing Door w/ Sidclitcs ", sheets i through 5 of 5, prepared by Al Farooq Corporation, dated 2/13!02 with to ision on 9/4/02, signed and sealed by Humayoun Farooq, P,E,. bearing the Miami -Dade County Product Cunt; )I Approval stamp with the Notice of Acceptance n:.n.bcr and approval date by 'Alan;: -Dade County Prodt:ct Control Divi:cn. MISSILE IMPACT RATING: one LABELING: Each unit s=..:ll bear a pcm anent label with the ,m,a..Lf:tcturcr's name or logo, city, state .J following statement; "Mian i- T)::de Cocnty Prod_:ct Control Approved ", unless oth :rxise noted herein. RENEWAL of this NO•\ shall be considered a;;cr a renev.al application has been „led and there has been no change in the applicable building code negatively a f fecting the performance of t; is product. TERMINATION of this NOA \yill occur after the expiration date or if there has ; eon a revision or change in the materials, use, and/or m::nufactute of the product or process. Misuse of this NQ.-\ an endorsement of any product, for sales, advcr:ish or any other purposes 5h:1i] :iUtO7:lat:C3iJ) terminate 1'1;5 NOA. Failure to comply with any section of this NOA shall be cause for tem-inat:on and removal of NO:1. .ADVERTISE \1ENT: The NOA number preceded by the words Miami -Dade C'hunty, Florida, and followed by the expiration date may be displayed in advcr;isini literature. if any portion of thk NOA is displayed, then it shall be done in its entirety. INSPEC_TION: A copy of this entire NO.\ shall be provided to the user by the ni: nufacturcr or its distributors and shall be available for inspection at the job site at the request of the Building Oiricial. This NOA consists of this pare 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, Y.E. NOA No 02- 0801.01 Espirati Date: November 21, 2007 Appro' al Dale: November 21, 2002 Page 1 sIY CLE (x) DOORS t/t 00011 SITE 7p DESIGN LOAD CAPACITY - ?SE 82' DOOR 30 S10EUTE 30 SIOEUTE .60111 58.0 • 63.5 Ex:_ (. INT. ( CrT. ( . u0, (-) CT. E. ( -) 2/4 ]/D 6/8 58 0 013 58.0 + !].5 58.0 75.9 5150 69.6 Shp I 69.0 56.0 69.6 2/6 7/0 1/0 5.9.0 79_S 56.3 - 79.5 50.0 j 7J1 50.0 66 58.0 I 69.3 SDA 1 66.5 2/6 t 6/0 .7/0 1 5 8.0 65.6 56 A I 69 -6 5 O I 65.3 28.0 ( :L0 39.0 36.0 :AO k s.D 610.069. WNW MAX RECNT I LEAF ROW t/t 80' 78' 7p BP 82' B/0 86' 96' DOODLE lXX) DOORS M171 171 D H R I„ II DOODLE lXX) DOORS -- _ _... DESIGN LOAD CAPACITY - PSF � -- SD2EUTt ]6' SIDEUTE. wiDTM I HEIGHT LIT_ C. an. : ) (1. (+) 114. ( -) EXI_ (. ) PT. ( -) 5/O 676 6/0 I 58.0 • 63.5 58.0 6X3 56.0 1 75.9 56.0 1 99.6 58-0 69.6 56.0 1 9.5A 5/9 7/D 6/D 56.0 79.5 56.0 79.5 56,0 72.3 59.0 65.3 58.0 66.3 56.3 65.3 5/0 I 8/O 6/0 38.9 ( E9.6 580 69.6 SDA I 51..3 24.0 1 58.0 56.0 56.0 x.0 1 55.0 EV 0 i U O z • 3 W. • CC W z � . I 4 Ef CD . ce LL itelCl1TST T[1DTX.R. 6ommy1 60119 FF6µRE 61071$ L{JF yaw Via Vol 36' 26 -t /6' 36' 60' 72' ]6 -1/6' t a (xO) (O WI Mt (Xx) 0006. 161011[ 13 7/6' 2 1YPICAt Ft FYAT)ON ( OXxO ) TESTED UNtT EKT2RIOR NEw AKRON SEE St•dT 4 TOR AKRON LOCATION O OTHER CONFIGURATIONS. (XXO) (OXX) JIPDRIO O ODNFJCURATTONS 3 7/B' 33 7/8' D.6_4 - - -� -- i - 9.LO. 1 FLUSH BOLTS a TO /BOTTOM SEE SHEET 3 (0X 0) (09x0) SJRF►EE APPLICD IAiSC MUNI91S 8614 BE vSEO G UAII. TIP. HEAD /5:1 COSNL65 I-' APPROVAL fAPPtt<S TO 9rIC,E !Y. AND OOUOLE (XX) LEAF 000R5 P11TH OR VAR -QUT SIOELITES_ TILE SIIEtITES CAN BE AT ONE S DE OR BOTH SIDES -OF ODORS. DOORS/SIDELIr=S GLAZED WITH 1/8' TENPLREO CLASS NOT RATE0 FOR IMPACT :5583 REOUIRE ?ROTECTION BY MDAu.I DADE COUNTY APPROVED DAPACT RES!STArIT SN'JTTERS. TrIS PP.ODiKT IS OESIa1ED TO CODPLY WITH 1r4 HE VELCCItY BURWGW[ 'OI:E CE THE ?Doi RORIDL 5040846 CODE_ AiSO FOR w5d6 LOADS AS PER ASCE T U9RG CORRESPONDING LOADS. 5300 SUCKS 6T OTHERS. IIUST BE INCKORED PROPERLY TO 1RANSFE4 LOADS 10 111E STRUCTURi_ A'ICtWRS ' SHALL RE AS LISTED.. SPACED AS StOOWN ON DETAILS_ AII.CHOR Eu.BEOI /_1IT -O SASE IJ'.TEP.IA- SHALL BE RCYOhO K'ALL ORESSING OR S8UCCG. AICNORHIC OR t04OINC COI*OITIONS NOT SHO'xN RI THESE DETAILS ARE :LOT PART OF THIS APPROVAL. CLASS 1'.O I I - :!7' 1H SC:F D- ILL :NC 2C6'.IT O.C. Trp \ li ( 111_TZ1NE DETAIL yJW,J,f• Is8,0G STMJE1ISAS 7 1A PC 16531 19 2004 02:25PM :305 8890710 M 0 z X LL +10 Y 1 -1.19' rsELs_ MAY'; SCREWS AND t =' D.C. ^- • f PA TYPICAL ANCNDRS TODD SUCK SEE DIV. FOR SONO 18Y r MOW BUCK • 11011 -1/'!' SELF DRLL%IG SCRE19 AT 6 FROM CO6kR5 Aso f2• D-t. TORCAL S F L O O R S N'CRO MGM ANCHORS SEC EI V. FOR SPACING TTFtFAL ANCHORs. � SLE LA(Y. I OR 51`ICNI; METAL STRUCTURES (STEEL DR ALW. 1/3' LON. THICK) SLEEL Fr . S6 1(51 'KN. J ALUMIUM SOST - $1115. 7 1 • 116 SMS OR I /� DIA. SELF OINWNC SCREYS I HOOD BUCKS 4401 or NEW ACE. 6.46 Su5:+1N LOADS 1 ..IN]CFD BY C.AZINC STSIEM AND :RANSJt1 THEN f I TO THE LlRLP01. 1R4l'. ,v..a.. I •rA '� w' TY?1 ANCHORS SEE ELEV. FGR SPACING < y 1 k ;31_16:_pitasams 1 `^ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/R IMOI. PENETRATION INTO WOOD X7777.... THIN 191' WOOD SUCKS INTO MASOIRY OR DMIECTLY INTO MASONRY s E -1 /II MOL DARED INTO CONC. OR MASONRY .1/1a SFI fIAI wet. CRrws (DRR IflFx an f01N) 1 BaO METAL STRUCTURES y (STEEL OR ALL111A111R I /9' 1'+10. THICK.) ) g STEEL : fi - 2.6 1(51 .ri. AL UMINUM : o063 -T5 Y.IN, SFmAN'CS- USE . PECORA SEALANT (COLOR TO Lu1CN ALUMINUM FINISH) AT PERIMETER OF LOC1c AND LEVER HM1O.(. COWER PLATES. INSTALLATION SCREWS. PANEL SEANS, MANE CORNERS AND GLAZNG BEAD ADAPTERS ON THE ExTEIROR. JLNcF'. E - 3/9 LOmC 9U17 MINCES. AT l - '/6' FROM EACH END AND ONE AT MITE All OF L:A.. :fr Du CONCEALED THROW BOLT 'TN ROT' MANUALLY OFERA7ED WITH LEVERS A.T 7 -1/2 FROu TOP it 901101.1 OF EACH :.LAT LOCK STr.E- STEEL. DEAD BOLT LOCI( 'KF,O(SET' KEY OPERATED 011 EXTERIOR do TIfuUT1 TURN ON INTERIOR AT 44 -1/2 FROM BOTTOM AT ACTIVE LEAF 0RUSNE0 BRASS LEVER TYPE 1EANOLE '200 DNL OORREAFE PASSAGE' Al 39 1110u 8011OM C.F. INTERIOR AND EXTERIOR OF EACH LEAF {... :.i . w1AT TAI FAM.O] SIKUCtLRES (IA PE L1 •5:57 T 2 1 :>}U? App, �I . S �Rh& Siorlda Lai i, i, I tl'dI Pnrdo'■ A?eluf n7 8 FROM NEW AGE WIN SOARS - 100 ALIA; OVI -SMpo GOON w/ zioC.ILi NEW ACE WINOIOWS he DOORS 7196 NSW. 777N 1CARACC MEDLEY, R. 3146 0 >ro (soM sio -070.1 nu, (ses) 509- FAX NO. :305 8890710 Oct. 19 2004 02:25PM P4 gl AL- PaOV aORPON/A fl0 C1Nfi I;[� S ;PLANNERS k MAC OWG• 1235E 07 AVE MIMe i f elrerA 3170 ems. (J0a »9 - a�70 ttt INY I -arse w0'.1 " cow - ITEM I PAST P I•[QS. OEEC91P110N - S4TaiIAL MAN►. /5LP'PUII/Rp1*R13 1 055 -42106 1 FR00( 6E60 606) -35 160.4111 1 015 -41719 S /RAN( •.00 6007 -15 .04.••0 1161 1 fTw3 5■1. 6011 -75 66460* • CAN -•7035 2/ P•141. 10P 065 DOM.. Na •063 -15 454 5 C•1-•1576 1/ PANEL 00717 tIV STLC 6065 -T5 I654L15 6 41 -•7601 If Pw(L ASTRAL.4. _ 106) -1) 0.O4ES 7 US -•1710 - I.•AI•( 165E/0 6013-15 5.010L1 I - - 1x59 ANCI100 PATS U" L0..:) - • w.4.09 LOCATIONS Y - - 6(JO/SlU. 64C406 PV.IE (1' iDNCj - O 0141.05 LOCATIONS 6 CAS -alts. - POCNE1 FILLER 5061 -15 - 10 C46-• 17161 1/ P•Nn 10745( 5( 6001 -14 160 .11( t• CAS- •17)17 AS ACC). .0061r6 5061 -15 6(6x5* 1) t) 1 - - t 1.3 5(62.1. @OIL 106.0(5 CLA.i..C. DWI 6LVI46A10 - I .5 •03.5. /SSEMBLT SCAEIS - 610 A 1'. S.05 15 - I •/ PANCA 1.77FO111 041E (15 * 2.1' s 2t0) KCIOl - 1/ PNI(L 816' LOCIWU( PLAIN S1EEL - IS - I 3/ 5M.EL we 0166EA0ED M06 site. - li FP 33.9A I - 61.46 9EATAL12S1161PFI6C VINO. - L6 FP -511 I - EtItE 94ATNLRS1WPF.I6: VNR - 0 z x 1 Q Ii z 3 3 + W z 0 • tk I1_ r FUME .10618 How. MEM —E497 7 415 0)5 TSP. asap 3600 ALYB ANCNOEI PLATE 9 POCKET FILLER SS WA2) 0 51W 016.6 2b' LING ES 500 POW /E 13/5' %111' ./ 16 0 0 PLASTIC CAP 361 SOS PLASTIC CAP 1.04' I:' YIOE. TIP" *LAD /567 5! vaS*C6 X OR p wNOtOR LOCASIp(S 0 0 OR Ntl.00 /SILL .00011(65 .... .._. " - -r -1 . -- 6' 111 %. 1W. ] T WAX. TTP_ I , { - - - , .CAD /SILL 5.CN06 LOCA:•1:1•S 0 .ryr Et. .�•rw1 L 5x4',;..: 616JC1U4(5 FLA. FE 1 1(551 I I" E UAX. TIP, r.E6D /SILL CCA61.4S AP610w d o 11.193)1.6 417.4.5 ferias (I6'610 f 7 F z0 IM IC 2A FPA. raw A1L1 OrsingurssCraml ar5.o*q Pe. W02 -13 6IKt1 4 c4...5 e • / 5 %i ; %) , —_ r L___. 0 z x 1 Q Ii z 3 3 + W z 0 • tk I1_ r FUME .10618 How. MEM —E497 7 415 0)5 TSP. asap 3600 ALYB ANCNOEI PLATE 9 POCKET FILLER SS WA2) 0 51W 016.6 2b' LING ES 500 POW /E 13/5' %111' ./ 16 0 0 PLASTIC CAP 361 SOS PLASTIC CAP 1.04' I:' YIOE. TIP" *LAD /567 5! vaS*C6 X OR p wNOtOR LOCASIp(S 0 0 OR Ntl.00 /SILL .00011(65 .... .._. " - -r -1 . -- 6' 111 %. 1W. ] T WAX. TTP_ I , { - - - , .CAD /SILL 5.CN06 LOCA:•1:1•S 0 .ryr Et. .�•rw1 L 5x4',;..: 616JC1U4(5 FLA. FE 1 1(551 I I" E UAX. TIP, r.E6D /SILL CCA61.4S AP610w d o 11.193)1.6 417.4.5 ferias (I6'610 f 7 F z0 IM IC 2A FPA. raw A1L1 OrsingurssCraml ar5.o*q Pe. W02 -13 6IKt1 4 c4...5 BUILDING CODE COiM1r'LLANCE OFFICE (BCC()) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Dr. West Paler Beach, Florida 33407 SCOPE: This NOA is applicable rules aiid "regulations governing l}ie use of constiuclioiimaterials. The documentation submitted has been reviewed by Miarni -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miarni Dade County and other areas where allowed by the Authority Havng Jurisdiction (AH1). This NOA shall riot be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miarni Dade County) and/or the AI-1J (in areas other than Miami Dadc 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 Miarni -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 Fl Building Code. DESCRIPTION: 0.030" Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -446, titled " 24 gage Galvanized Bertha Steel Storm Panel sheets 1 through 9 of 9, prepared by Tilteco, Inc., dated September 05, 2002, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miarni -Dade County Product Control Renewal stamp with the Notice of Acceptance nuruber and expiration date by the Miami-Dade County Product Control Division. T'11SSILE IMI'ACI' RATING: Large and Snrall Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following stateinent: "Miarni -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 Miarni-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 (he Building Official. This NOA renews NOA # 02 and consists of this page I, evidence submitted page(s) as ".'ell as approval document mentioned above. The submitted documenl,rti rcvirttc(I by I !chit ti' A. Mel :nr, MIA M I•DADE 1111 A Mfl.[)A DE COUNTY. FLORIDA METRO "DAI)E FLAGLLR BUILDING 140 \VEST FLACLEII STREET, SUITE 1603 MIAMI. FLORIDA 31130 1563 (305) 375-2901 FAX (305) 37 N(.);1 No 04.0517.01 I;xpirrlian Dale: 06/07/2009 Approval Dale: I'Itge 1 N? 1047 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla , 7 Owner, Agent or Tenant of Building % >�. ,'�, . Lot 7' , Block Subdivision -1 . s Street Address > ' �, t 4 , yz� Approved use by occupancy t Remarks. This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. `$ BUILDING DIVISION • OWNER'S NAME 'G', H. B. PRESENT ADDRESS 1524 Biarritz Drive, M. B. LICENSE NO. PHONE NO. too JOB LOCATION (ST. OR AVE.) 1263 N. E. 92nd Street LOT 16 BLOCK 2 SUBDIVISION Bay Lure GENERAL CONTRACTOR Toe Mann ADDRESS 930 Everglades Concourse PHONE NO. 86-8045 LICENSE NO. 3874 9828 BUILDING PERMIT NO. 7828 f� �7 /[ /(/5 DATE 8/7/50 PERMIT FEE $ 1 7. 0 BUILDER'S B0ND C NO. 1080 DATE 8J r /5O, ZONE REQUIREMENTS 22 CU. FT. PLAN CUBE 26 ,727 CU. FT. EST. COST $ 13, 000.00 DRAWINGS, SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: TDH DATE 8/7/50 X NEW CONSTRUCTION T YPE CBS STORIES 2 ROOF CONSTRUCTION Tile INTERIOR CONSTRUCTION Terrazzo Floors - Plaster Wall, REPAIRS DESCR IPTION Lie Rm - Sun Rm - Kit - 2 Bed Bins - 1 bath downstairs ALTERATION DESCRIPTION One Bed Rm - 1 Bath upstairs -- one ear att. gar. Bed ADDITION SUBMITTED TO PLANNING BOARD REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO 6 ISSUED BY �' - TO r�r,.� �51— 0 BUILDING PERMIT AND INSPECTION R ,CORD -MIAMI SHORES VILLAGE N$3EG,TION.$ 87 /So ASH RE- INSPECT BY RE- INSPECT BY FOUNDATION / LLB' J J1/ TEMPORARY SERVICE S BEAMS & LINTELS •• - . >�2 , ;/, ., 9/ JDH FRAMING 10 J.L S GAS Piling ti /16/50 JDH 5 INSPECTIONS FINAL Y BY at(11 51 1bityr BY RE- INSPECT BY ROUGHING CLEAN -UP PG 10/19/50 Y BY � � GAS CONTRACTOR Rose P1 bini PHONE PERMIT NO. • 911 DATE 8/23/50 FEE S 10.00 NEW BLDG. X ALTERATION l ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE S SEPTIC TANK 5 SEWER $ SOLAR HEATER S GAS $ 5 INSPECTIONS DATTE Y BY at(11 51 1bityr BY RE- INSPECT BY ROUGHING pp 8/30, 5C PG 10/19/50 Y BY � � GAS 10/20/50 ZDH SEWER SEPTIC TANK 9/25/50 JDH SOLAR HEATER - FIXTURES t' ,„. , (. CONTRACTOR Unity E1 Co. PHONE PERMIT NO. 19125 ( DATE 19/16/50 FEES 9 .50 NEW BLDG. R I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE 5 H. W. HEATER CONN. S RANGE CONN. S MOTORS 5 FIXTURES S 5 INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING 10/20/50 ZDH H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL //1 i. 4 h P BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY d ' W 1.500' f2 As ARRIXABLE 4.473' 12.000 (EFFECTIVE 1110#) 1.500' 4.473' 1.500' VARIES 1.25' Mar. MAX. My .090' 2.560 2.681 ® 'ft' HEADER 504.E : 3/8• - ►' 188' h• r$ h . • t • r 4- 1 n 1 HH 0 'F" TRACK STOVE : ;/b' - t • CONCRETE ANCHORS (SEE SCHEDULE) I MAX - CONCRETE ANCHORS (5EE SCHEDU E) -- STORM PANEL TYPICAL ELEVATION T. 2.125' 2. 725' 2.560' 2.340' 2.681' ® 5' Max. ° U ° So. E : 3/• - .190' .380 tf In R. .095' �- 1 H � • 1.950' 1 MN. • 1WW A'Hl2S M/ r /X•,70. 1/2 1.s 7f8 r Mac an • AERAPS • IQSiM L 3' MAX. © REVERSED "F" ANGLE TRACK SORE : -M - 1' J' 144X. 1 IRA. • • n .725' 063' .094' `1875' VARIES BUILD OUT r• ALTERNATE LEG LOGTiO \_ II it WWII 1- .063 .093 -` DETAIL 1: STUD W/ DIE CAST ZINC NICKEL PLATED WING NUT •• J • 1 .374' .188' J h 40 "U' HEADER SORE ..L/6 - 1' • 2.560' • • 2.000' • i i 0 " TRACK ANGLE SCALE : 44r - I' .093' ® KEY HOLE AT PANEL By Miami Da •.344' 'Era' Cr•.arrol 6.000' ( EFFECTVE MOM) 00As APPUCMILE 1.500' 4.473' PRODUCT RENEWED HIS complying with grx ,.rkT -a Bolding Cede Accrpt: ace Na 0 -OS I7.0 Expiration Datz 0 9 2.125' HALF PANEL SCR.E . yb - .' AN BUIL OUT BR .1 7.500' ]ALE : 3/8 - 1 ® STUDDED ANGLE sour : 4T' - r' •.34t 8_625 1.9 75' t c Min. .085' O C I • KEY HOLE WASHER 3,05-411.54 Alum ALLOY soKE : 3/4 - 1 - r • I; .1X70 .384' 3.000' Mar. 1. 5TURM PANEL SHOWN ON THIS PRODuCT APPRONW. DOCUMENT HAS BEEN DESIGNED IN ACOOROA NC£ ■47H1 THE 2001 EDAIOW OF THE FLORIN BUZLOTNC CDOE. DL: ICN MIND LOADS SHALL BE DETERMINED AS PER SECTION 1619 OF THE ABOVE MENTIONED COOS. FUR A BASIC MIND SPEED OF 146 m.p.h. AO N ACCIOYRDWCE w/ A. 7 -98 STANDARD STORM PANEL'S ADEQUACY MR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MATH SECTKNS 1606.7.4 or THE ABOVE MENTIONED CODE AS PER PA -201. AA -202 AND PA - 20J. 2. ALL STEEL SHEET METAL PANELS SHALL 144W STRLCTWL4L OUALJTY AST# A633 .SU. GRADE 40. MOM G -90 GALVANIZED STEEL OESNGY4477O V & Fr. 52.3 /N. (AFTER ROLLED) J. ALL ALL6ANU61 DXTRUSla'6 940LL EC 6063 -T6 ALLOY UNLESS OTHERWISE NOTED. 4. ALL =ROAM TO BE STAINLESS STEEL 304 OR 376 SERIES Lr/ 50 Awl VETO POINT AND 90 Iasi ?ENSILE STRENGTH OR CORROSION RESIST NT COPED CARBON STEEL AS PER DIN 50018. 5. EXILES To BE 2024 - ALLEN LAW ALLOY, GALW4NREED OR SLV?LESS STEEL *FTH 36 kW WORM VELD POIMVT. 6 Ammons TO emu SAL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED). (N PO E)OSTMNG POURED CONCRETE - 1/4' • TACON5 & MAXI-SET TAPCQNS As WMIFALTLIED By LT.w,/BLAYOI x. - 1/4' I OIEFE -FLEX SSA ANCHORS AS MANUFACTURED BY £1.0 TEXTRON. - 1/4' • x 7/15' CALX -N ANCHORS 1/4'0 ELCO ~ix t I.mgN 7ANElIN7E' OR 1/4' r ELCO make 'PAPEZIM7E PLUS' AS MWUFAC7LRFD BY POWER FASTENINGS INC. AND ELCO TEXTRON. RE3PECINELY - J/8 • RFD HEAD 0414480LT SLEEVE ANCHORS ORS AS MANUFACTURED Br LT.w. B4RLDE7L. A.1) MHI L4I EIIBIEDMEttT 6410 POURED CONCRETE OF TAPCION ANCHOR OR CRETE -4 SS4 6 1 3/4". FOR ELCO PANETAA7LS 6 2: FUR RED HEAD DFHABOLT 6 1 l/2: FOR 1C0 maw T'MNELMATE P1.1.6 IS 2" A2) 7/1r CALK-N ANCHORS STALL BE ENTIRELY EMBEDDED INTO THE POURED COwCRETE NO EMBEDMENT 9110 STUCCO ROLL BE RareaTTED. 1/4• 0 -20 SL'7EM5 USED SHALL BE 7 1/2' LONG MINIMUM SHOULD =coo E7LTST, MID r MINIMUM FOR emus *T7FH NO S7UCCD. A.3) N CASE THAT PRECAST STONE; AREC4ST OOINCRETE A4 .S, 0R A4Vt]PS BE FULURV ON THE COSTING MALL OR FLOOR ANCHORS SHALL BE LOMIG EHOAD4 TV REACH THE ANN STRUCTURE 804843 SUCH PA EIS. ANCHORAGE SHALL BE AS M OICATED ON NOTES A.1) & A2) AMC (8) TO DrISTWG CONQRE7r BLOCK WALL - 1/4' • ZIRCONS t MW -SET TAPOOh6 AS IMNLFACTURED or I.T.w./BUILDEX. - 1/4' • CRETE - FLEX SS4 ANCHORS AS M4MFACTU0ED BY ELCO TEXTRON. - 1/4' • x 7/8' CALL -IV ANCHORS 0R 1 /4' • I00 mow & Tomah, T'AUVELM4TE' OR 1/4' 0 (LOU moN R41&1MATE PLUS' AS MANuFACTuRED BY POWER FASTETAHCS INC. AND ELCO TEXTRON. RESPECTIVELY. - 3/8 0 940 HEAD DYN4BOLT SLEEK£ ANCHORS AS MMMNFAC7LdteD Br LT.w. emcee. NOTES 8.1) satantM EMBEDMENT OF TAPDON ANCHORS. ELCO PANELM4TE ELCO male 'PAIEI,MNTE PLUS- RED HEAD 0?MBDLT AND CRETE-FLEX 554. NTD THE BETE 8.00.4 NT SHALL of 1 1/4". 82) 7/8' CALK-IN ANCHORS SHILL 8E ETI7Nt(Y 0X800000 AVM THE CONCRETE BLOCK UNIT. WE NO EMBEDMENT M V STUCCO WALL HIE PEl01TTED. 1/4' 0-20 SCREWS USED SHALL LIE 1 1/2' LONG MII4L SKATED STUCCO MST; AND 1' MINIMUM FOR MALLS WITH NO STUO:O. 8...5) N CASE TEAT PRECAST STONE OR PRECAST CO MORE7E AWELS LE FOUIIO ON JFE EA STING NALL. ANCHORS SHALL BE LONG ENOUGH TD REACH THE (LAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS #40.04700 a4 mores N B.1) t B.2) ABOVE (C) ANCHORS SHALL BE INSTALLED FDELORINC ALL OF THE RECOM/MEN04RONS AND SPEL7'70Ct71OH6 OF THE ANCHOR'S MANUFACTURER 7. PANELS LAY ALSO BE NSTALIED Ng41'2GNTALLY FOLLO*1NG NSTALIA770 DETAILS SHORN ON SECTIONS 1 774RX! 8 (SHEET 2 & 3 OF 9) •EXCEPT THAT HEADERS 2, 3 & 4 STALL NOT BE USED. 8. IT 9H4L1 8E liE RESRaystaurr or THE GOYTR4C70R no wave THE SOUNDNESS OF THE STRUCTURE *HERE SHUTTER 6 7O BE ATTACHED IV INSURE PROPER ANCHORAGE 1195 SHUTTER SHALL ONLY BE ATTACHED IV COWL'IRETE BLOCK OR *0010 FRAME BUILDINGS 9. (a) nes PRODUCT ATPROM4L DOLUCIIENT (PAD) PROVIIED BY THIS ENGINEER 6 LE74ERIC AND DOZES NOT PROW06 ?FORMATION FOP A STlE SPECIFIC PAQE'CT,• La. WERE THE SITE CONO77ON5 DE1141E FROM THE PAD. (b) CONTRACTOR 7O OE RESP0161BLE FOR THE SELECTION. PURCHASE AND NSTALLARON OF TN6 PRODLNET BtSED ON THIS PRODUCT APPROEV. PROVIDED hr/SHE DOES NOT mare FROM THE COYrnX11OM5 DETAILED ON THIS DOCUMENT. (c) nets PRODUCT APPIPOW4L DOCUMENT net BE COM6IDER :0 IMAI4LID E MOO#7ED. (8) SHE SPEp'K PRI: ELTS SMALL BE AREINRED BY A FLORIDA RECxSTDEED ENGINEER 0R ARCNIECH *HIGH BTU BECOME THE PROFESSION4L OF REAM (ROAR.) FOR THE PROJECT A41p NH.1 $ L OF REsRoN TBL£ FOP THE PROPER USE OF THE PAD. PROFESSIONAL OF RECORI. ACTINIC AS A DEIECA=ED ENGINEER ID RE PAD. EIWI►IEIIL 9ALL S ART IV THIS THE SITE SPECIFIC DAWN= FOR ROAM. (.) THIS PAD STALL BEAR THE CATE AND ORIGINAL SEAL AND STr.N4Tt OF THE PROIFFSSIONIL ENGINEER THAT PRE3N4RED 7T. 10. 9.47709 M410lrACTUPFT LABEL BALL 9 PLACED AT BOTTOM OF EACH NALL LABEL 9i4U READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. MT Aka/ BEACH FLORIDA MAM DIY cowry PRODUCT CONTROL APPROVED. / IL ECOINc.\ TlLUT TESTING 94 EC.olwf arose eNerua■..v EASTERN METAL SUPPLY, INC. 4268 *ES TREADS AR. PRODUCT REVISED as cornptyiag with the Florida D*ldieg Code Acceptance No OZ - 080 Expiration Date 0 By// Miami I . / . ' act Control Division DATE MIAMI -DADE COUNTY 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL AS SHOWN SCALE 9/3/02 CONCRETE ANCHORS (SEE'.) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE REQUIRED —\ CONCRETE NNCHO4S (SEE SCHEDULE) 1 / 41 -20 x S S MS. W/7/8 "x3/32 WHO NUT O EVERY OVERLAP O MIDSA4N SECTION 0 ANCHOR SECTION 0 STUD 0 Cont. WALL MOUNTING INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED POURED \\ \ \ \ \ \ \ \\ (SE 51L71EDUL\ Ffl MbWMILM FINISHED WALL ` (W/ STucco) CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 11/4'4 -20 x I/2 S.M.S. W/7/8 xJ /J2 NUT O EVERY V131 LAP 0 ARDSPAN V )/// // // 7c I © Cont. SCALE : J /8' - 1 WALL MOUNTING INSTALLATION SECTION 2 1/4' • -20 x 3/4' BOLTS w/ 7/8'x 3/32' WING NUT • 12' 0. C. E D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 • 6 & 7 OF 9) NOTE FOR COMBINATION OF SECTIONS : CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REWIRED CONCRETE OR CONCRETE BLOCK NALL REOUTRED CONCRETE ANCHORS (SEE SCHEDULE) WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FOR MINIMUM SEPARATION TD EXISTING GLASS 1/4 • Ir -20 x 1 2' SS.M.S. W/ 7 /xJ /32 MIND NUT O EMERY OVERLAP • MLQSPAN // 1/4" 4-20 x J /4" BATS w/ 7/8 x J /32" WING NUT • 12' 0. C. 1 O o In a BUILD OUT INSTALLATION SECTION 5 scut : 3/8" IL E C O INC 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL EASTERN METAL SUPPLY. AS SHOWN SCALE 9/5/02 DATE Cont. h � CONCRETE ANCHORS -\ (SEE SCHEDULE) POURED CONCRETE W N REQUIRED � (SEE SCHEDULE) FOR MMOtAV SERMLATLON 10 EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK W4LL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) C - BUILD OUT INSTALLATION SECTION 4 SCALEC : 3/8 - 1 PRODUCT RENEWED as complying with the norkis Balding Code Acceptance No 0 Expiration Date BY Maze t ew Coatrui Division 1/4" 9-20 x 3/4 BOLTS W/ 7/8 x J/J2' WING NUT 12' O. C 1 Cont. h t /4" 9- 20x1/2" S.S.M.S. W/ NUT 0 12 "0. C Cont. PRODUCT REVISED as complying with the Florida Balding Code Ace O Z - 0 $ 0 e t • p4, Enpiratioa cceptan Date No 06 / o 7 / 7�o u¢ By, Miami Dad act Control Division MIAMI —DADE COUNTY CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED d (SEE SCHEDULE) r-7—OR MINIMUM SEPARATION TO EX151wNG GLASS ALTERNATE ///)/ 11 / ////// LEG LOCATION � d POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 1/4" 0 - ?0 x J /4' BOLTS W/ 7/8 x J /32" WING NUT 0 12' 0. C. 1 ' Min. Cont. Cont. BUILD OUT INSTALLATION — SECTION 5 1/4 0 -20 S. S MACHINE BOLT W/ NUT & WASHER O 12' 0. C. 1 ' Min. 1 Min. 1/4 h20 S. S. MACHINE BOLT W/ NUT & WASHER O 12" 0. C. SCALE : J/$' = 1 ' CONCRETE ANCHORS (SEE SCHEDULE) I1 — \\r\\\\\\\\w f I T ?) N z I 0 Cont Lk POURED CONCRETE REQUIRED I/4' 0 -20 x 1 2" S.S.M.S. W/ 77" x 3/32 WING NUT 0 EVERY OVERLAP 0 MIOISPAN (SEE SCHEDULE) FOR MINIMUM SEPARATION 70 EXISTING GLASS Cont. CONCRETE ANCHORS (SEE SCHEDULE) / POURED CONCRETE — REQUIRED E. O. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5. 6 & 7 OF 9) NOTE FOR COMBINATION OF SECTIONS : C E. 0. E 0. 1/4' 0 -20 x 3/4' BOLTS i/ 7/8" x 3/32 WING NUT O 12" 0. C. • k CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : 3/8' = 1' WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE U h z CONCRETE ANCHORS (SEX SCHEDULE) POURED CONCRETE REQUIRED I I \\ \\ \ � \ \\\ I ALTER?M7E LEG LOCATION I 00R O Cont. 1 1/4' 0 -20 • 3/4' BOLTS W I 7/6' x 3/32 WING NUT 0 12' 0. C. 1/4' 0-20 x 1/2 S S. & M. W/ 7 B' x J /32" WING NUT • OVERLAP 0 MIDSPAN —J (SEE SCHEDULE) I FOR MINIMUM SEPARAII N TO EXISTING GLASS 1 1/4" 0 -20 x 1 3/4' BOLTS W 7/8' x 3 /32 WING NUT C 1 12" 0. C. 7OOR SCALE : 3/8' = 1' CONCRETE ANCHORS (SEE SCHEDULE) L / J POURED CONCRETE- E. D. REQUIRED II E. u CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 PRODUCT RENEWED as complying with the Florida Balding Code Acceptance No O i - • Et : den Date • • BY 1 •....e i�L Miami 1 .;r' ` ,, cc1 Control Divisioa 8 2 TERNATIVE LEG LOCATION CALK -IN OR ELCO mole / %mole PANELAUTE OR mole PANELMATE PLUS %6 1/4% - ?0 SIDEWALK BOLT OR O AA ��yy /1/4 i - 20 TRUSSHEAD BOL • (SEE SCHEDULE FOR SPACING) (SEE SCHEDULE FOR SPACING) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED -\ \\) \\\\\\\\\I (SEE SCHEDULE) FOR MINIMUM , I SEPARATION TD I ExrsfNG GLASS 1 1/4' 0 -20 x I S.S.M.S. W/ 7 x 3/32" WING NUT 0 OVERLAP 0 ALIDSPAN — J POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED _ — SECTION 8 CALK -IN OR ELCO mole / %mole PANELMATE OR mole PANELMATE PLUS LK ¢ ® J�'(1/% / ?0 S 7tLA BOLT OR O Q,LJ A'/QD {y / 4 0 — ?0 TFIU5 BOL • SIDE WALK BOLTS ARE 312:1432 7HICK HEAD MACHINE SCREW W AS PER NOTES A.2 & B.2 (SHEET 1) T RUSS HEAD BOLTS ARE 1 /rim 1 THICK HEAD MACHINE SCREW W /LLENCTTI AS PER NOTES A.2 & 6.2 (SHEET 1) Z WALL MOUNTING INSTALLATION (D. M,1 SCALE : 3 /8" — 1 PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 02- O S O Expiry ion Date i t •04 By Miami Dade [-Wort Control Division MIAMI —DADE COUNTY I L E C O 1 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL EASTERN METAL SUPPLY, INC. AS SHOWN SCALE 9/5/02 DATE MAXIMUM DESIGN PRESSURE RATING W (p.a.1.) Max. PANEL LENGTH L (ft.) (SET SEC7IONS) MINIMUM SEPARATION TO GLASS APPUCABLE TO SECTIONS / & ANY COMBINATION OF THEM +66.0, -76.0 7' -6 OR LESS 3 1,2,3,4,5 & 8 4 - 70.0 >7' -6" TO 8 " -6 3 1,2,3,4,5 & 8 +66.0, -76.0 7' -6 OR LESS 3 3/4 6 & 7 +60.0, -70.0 >7' -6 TO 8' -6 3 3/4 6 & 7 CUT PANEL rx4'x.125' 3105 -H14 OR 6063 -76 ALLOY Cont. Alum. ANGLE CASE A (Plan) SCALE: 1/4" = 1" 2' x 3" x .09J" 3105 H -14 OR 5063 -T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS 0 12" 0. C. 1/4' GAP CASE D (Plan) SCALE: 1/4° = 1° CURED CONCRETE CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 12' 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/4' 0 BOLT 0 24 0. C. W/,l4CKNUT a OWL CASE B (Plan) SCALE: 1/4' = 1" END CLOSURES DETAILS ® OR ® DR O OR ® 0R ® 4 x 4 ° x .072 3105 -H14 OR 6063 -T6 ALLOY Cont. Alum. ANGLE POURED CONCRETE OR CONCRETE Mt4 BLOCK LL REQUIRED 2.500' Min. CONCRETE ANCHORS I-- 2.500 • 12 0. C. Alin. T' 2'x.055'70 ?° x 5' x .055' Cont. Alum. ANGLE OR .080" 3105 -H154 SHEET METAL Alum. BENT PLATE 1.000 MAXIMUM DESIGN PRESSURE RATING "W" (p. s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE, PRODUCT RENEWED as complying with the Florida Buiding Code Acceptance No 0 Lion Date 0 Division CASE C (Plan) SCALE: 1/4' = 1° pct Control ALTERNATE LEG LOCATION PRODUCT REVISED as complying with the Florida Belding Code Ate No 0 2.- O 8 0 2 0 . 0 0 1- Expi aoc Date . 6 80 MianjDad uctCentro] MIAMI -DADE COUNTY IL E C O 1N t; . 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL EASTERN METAL SUPPLY, INC. AS SHORN SCALE 9/3/02 DATE " MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. 0. FOR C.4LK —IN ANCHORS iS 2 1/27 FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR TAPCON/ :RETE —FLEX SS4/ PANELMATES CALK —IN RED HD. SLEEVE 3' .86 .75 1.00 2 1/2' .71 .50 1.00 2' .50 — 0.88 ANCHORS TYPE ANCHOR MIN. SPACING TAPCON /PANELMATES/ CRETE FLEX SS4 3.0 CALK—IN 2.5" 3/810 RED HD. DYNABOL T SLEEVE 4.5" ' OMAN CE.SIEN LOAD v (o..f� - ._ . _._...._ _.. ---- - -- - APPUCADI( IV 1 ! ANY COAINI mcw OF DEL WAN/! PANEL LENGTH 1' (kJ LE.M. &ALDOf - am TEXTRON - ROPERS FASTENING 'TAPCOYS'/YVo-g 7 TAPCONS RED to SLAVE CRETE - -FLEX SS4 - M4 E/PELILE PANELU E MILE IWEIAETE PLUS IL OR -M IV 0341c7t7t ro mAsoWPY ro CONCRETE IV Y44GriRY IV C0140401 IV M4SO41IY 7o CONCRETE r0 MASONRY 1D CGNOREIE ro MASONRY ro CpNC11ir TO MASONRY +60.0, - 61.5 12" N/A 12" N/A 12' N/A 12" N/A 12' N/A 12' N/A 1 (7r7P) 6' -0' OR LESS 12' 12" 12' 12" 72' 12' 12' 12" IY' 12" 12' 12' 7 (BOTTOM) 12' N/A 12' N/A 12' N/A 12" N/A 12' N/A 12" OVA 2 (TOP) 12' 12' 12 12' i2" 12" 12' 12" 12" 12" 12' 12' 2 (130770M) 12' 1(/A 12" N/A 12" N/A 12' N/A 12' N/A 42" N/A , .] (TD') 12' 12' 12 12' A 12' 12' 12' 12' 12' 12" 12' 12' J (BCTTO•0 12" N/A 72' N/A 12' A N(/A 72" N/A 12' N/A 12' N(/A • (TOP) 12' r2" 12 Ir IY IF 12' I2' I2" 12' I2' 12' 4 (00T70N) 5 (1DP) I2" N/A 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A IF . • 12 12' 12' 12' •l2" IF Ia" IF 72' 12' 12 5 (BOT/DM) it N/A 12' N/A 12 N/A 12' N(/A 12" N/A A fY N/A 6 (TOP) 72' 1r/A 12' N/A 12' N/A I2" N/A 12' N/A 12' WA - 6 (BOTTOM) IF N/A 12' N/A . 12' N/A 12" N/A 12' N/A 12' WA 7 (7r7P/bOTRW) N/A 1 1/ 41 N/A N/A 14/4 WA I2" 12' 12' I2' 12' 12' 8 (iOP/90T1UN) MEDAN DESIOV LOAD W ( M. ANC HOTS SWOPE FOR E D. 4 J 7/2' " APPLG <E TO Or DEM M.) LI W.. B IL1EX 000 mom POWERS 171S71ErNC TAALti1MSAMp - Str rAPLOLS RED NV SLEEVE CASTE-FLEX SS4 YYL/ft:1MLE PiWOWuE - ME pacurrr PLUS 011R -114 ro •ATE ro Mts wr ro CbhOE7E ro macaw ro cofec E1F ro *mower TD COAClE7E ro wAsomfT I CITE 10 MASONRY ro OW:SCTE IV NISOWIT +66.0, -72.0 12' N/A 72' N/A 12' N/A 12' N/A 72' N/A 12' WA 1 (TOP) 6' -0" OR LESS 12' 11' 12' 12' 12' 12' 12" 12' 12' 12' 12' 12' I (801771) 12' 74/A 12' N/A 12' N/A 12' NJ/A 12' N/A 12' N/A 2 (TOP) 12' 1 1" 72' 12" 12' 12' 11" 12' 12' 12' 12' 12' 2 (BOTTcMf) 12" N/A 12' N/A 12' NVA . 12' N/A 12' N/A 11" NA 3 (1D') 12' II' 11' 12' 12' 12' 12' 12" I1' 12' IF 12' 3 (BOTTOM) 12' N/A 12' N/A 12' WA 12' N/A 12' N/A 12' WA 4 (MP) IF I1' 12' 12' 12' IF 12' 12' 12" 12' 12' 12' 4 (BOTTOM) 12' WA I2' N/A 12' N/A i2' N/A 12' N/A IF N/A 5 (TOP) 12' 8' 12' 12' 12' IT' 12' 11' IF 9' 12' It' 5 (1631Tat) 12' N/A 12' N/A 12' WA 12' N/A IF N/A 12" N/A 6 (701 12' N/A 12' N/A 12' N/A i2 N(/A 12' N/A • I2' WA 6 (8017081) 12' WA 12' N/A 12' a/A 12' N(/A 12' N/A 12' N/A 7 (10P/BOTTOM) WA N/A WA N/A N/A WA 12' 12' 11" 12' 12' 12' 6 (i0P/8074714 i111alAr 17 W (P t) MILLMAAL AAR]a6 SV■0wc FOR E D 4. 3 I/9' - AMA I( ro storms i o t AMY Cti�NOpN Or PIE traL�t.W AMC maim 1 At,! tLM. /PRIDE' ELCO rU1 4 POR06 FAST ONO /M PROWS 7A TED 140 SLEEK CAM -41E4 SSA M11 E/fi1MLE AMELAMIE MALE AMp.ME7E PUS 04114-114 ro COMM 7 ro 444SSMNY 70 CWLOQTE 10 MMA7M►r 70 C IENTE ro MASONRY' ro CPNOE7r to M4901W4Y IV CAVORT[ 1D I soPorr ro Q NCRITE 70 arocreY 12" N(/4 12" N/A 12' N/A 12" N/A 12' N/A IF N/A 1 (TOP) 6 -0' TO 7' -6' 12' 10' 12' 12' 11' 11' 12" 12" i2" 12" 12' 17' 1 (BOTTOM) - 12' WA l2" N/A 12' N/A 12' N/A 12' N/A IF 14/A 2 OOP) 12" 70' Ia' 12' 12' 12' 12' 12" i2' f1' 12' 12' 2 (6077OM) 12' N/A 12' N/A 12' WA 12' N/A 12' N/A 12' N/A 3 (TOP) 12" 10' 12' 12' 12' 12' 12' 72' 12' 12' 12' 12' 3 (80770N) +60.0. -67.5 IY N/A 12' N/A 11' N/A 72' N/A 12' N/A 12 N/A 4 (lD') 12' 10' 12' 12' 12' 12' 72' 12' 12' 12' i2' i2' 4 03071014 12 7(/A 12' N/A 12' N(/A 12' WA 12' N/A 12' N/A 5 OD fF r 12" tY 12' 12' 12' 8" 12' 5' 12' 10' 5 (93170M) IF N/A 12 N/A 12' N/A 12' N/A 12' N/A 12' N/A 6 (PUP) MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE . AND CONCRETE BLOCK STRUCTURES ANCHORS LEGEND 'SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. IL E C O I NS. PRODUCT RENEWED as complying with the Florida Baiding Code Acceptance No Expiration Date ! ► `.' rodLct Control Diviaion E. D. = EDGE DISTANCE 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL EASTERN METAL SUPPLY, INC.- • 'MP •ITIDAJne TIP PRODUCT REVISED as emptying with the Florida Raiding Code Acceptance No 0 Z- O 8 4) ' o 4- Expiration Date By Miami Da redact Castro! D i vision ML4MI —DADE COUNTY AS SHOWN SCALE 9 /5L DATE ** MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK—IN ANCHORS IS 2 1/2"). FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR TAPCON/ LRETE —FLEX SS4/ PANELMATES CALK -IN RED HD. SLEEVE 3" .86 .75 1.00 2 1/2" .71 .50 1.00 2" .50 - 0.88 ANCHORS TYPE ANCHOR MIN. SPACING TAPCON /PANELMATES/ CRETE FLEX 5S4 3.0" CALK -IN • 2.5" 3/810 RED HD. DYNABOLT SLEEVE 4.5' . , mama/ -OESra LOID N (FLLPJ .� LEW. &moor two TEXTRON PONOTS FASTENING AFlPt.aat ID W701/iY 1. (,t LEMON 1' (IV APcoms/YW TAFC10N6 RED 10 SILEE OWE-4W! SSr w4t/FENALE AWNE)AAIE YALE AMQIETE PLUS OILR -PI V a ANY CDI RN VI N m CONCRETE IV YISONRY m OoNNorern m MASONRY m 00NOR E m YISOMRr m CONCRETE ID YISONY m CONCRETE 70 Y4SOWRV ID COVOPt7E m M4SCOR Of 7KL +66.0. -72.0 12' WA 12' N/A 12' N/A 12" N/A 12' N/A 12' N/A 1 (70X) >6 -0" 10 7 -6' 12' 8' 12' 12' 12' 12' 12' 12' 12' . ... 10' 12' 72" I (BOTTOM) 12' WA 12' N/A 12' WA 12" N/A 12' N/A 12" N/A 2 (70X) 12' 8 12' 12' 12" 12' 12' 12' 12' 12' 12' 12' 2 (607704 12' WA 12" N/A 12' N/A 12' WA 12' N/A 12' N/A J OOP) 12' 8' 12' 12' 12' 12' 12' 12' 12' 10' 12' 12" .3 (Bl7T7D:I) 12' P4/A 12' N/A 12' WA 12' WA 12' N/A 12" WA 4 (7GP) 12' 8' 12' 12" 12' 12' 12' 12' 12' 10' 12' 12' 4 (601701) 12' WA 12' N/A 72' N/A 12' WA 12" • N/A 12' WA 5 (TOP) I2' - 5' 12' 11' 12 -10' 12' 7' 12' 5" 12' r 5 (80T112M) 12' WA 72' N/A 12' WA 12' WA 12' N/A 12' P(/A 6 ('OP) I2" WA 12' N/A 72' N/A 12' WA 12' N/A 12' WA 6 (80170W) 11' N/A 12' N/A 12' P(/A 12' WA IF N/A 11' N/A 7 (10P/BOT10A1) P//A P//A WA N/A WA 14/A 12' 72' 12' 6' 12' 12" 8 (10P/817T1061) mar DESIGN tOID II (aalJ YIOnIAr ANCHORS SPIICPC ltio E o. - 3 1/!" - APPUORIL£ 10 S� t ANY 00.6N OI N Or DEL Y{R7 DESIGN (ft. LE WIN 1' (RJ LTIY. ofixo x aro 101174014 POSERS FASTING TAPC70Ng4 4V-SET TAPCIONS - RED PE REM C7E1r - P1tX S54 /Main W tK RUt M17E MI PILE PPM:W PLUS OIIR -IN m ccrico[,r m a. ar 10 cnWVtfri m YasDNRV m covotE1r m M4S Y m commir m YIAMY m cos•co 7E ID masomi Y m =cam iv a iiv Y +60.0. -61.5 12' WA 12' N/A 12' N/A 12' P//A 12' N/A 12" WA 1 (10X) 7 -6" TO 8 -6' lY 8' 12' 12' 12' 12' 12" 12' 12' 10' 12' IF I (801704 12" WA 12' N/A 12' P//A 12' N/A 12' N/A 12' N/A 2 (70X) I2" 8' 12" 12" 12" 12" 12' 12" 12" 12' 12' 12' 2 (80170M) 12' P//A 12' N/A 12' WA 12' N/A 12" N/A 12' P//4 J (10X) 12' 8' 72' 12' 12" 12' 12' 12" 12' 10' 12' 12' 3 (BOTTOM) 12 N/A 12' N/A 72' WA 12 N/A 12' N/A 12" P//A 4 (70P) 12' 0' 12' 12' 12' 72' 12' 12' 12' 10' 12' 12' 4 (8011GM) 12' WA I2' N/A 72' P//A 12' WA 12" N/A fY WA 5 (10P) 12' 5' 12' 12' 12' 11' 12' 7' 12' 6' 12 7' 5 MORON) 12" WA 12" N/A 12' WA 12' N/A 12' N/A 12' WA 6 OOP) 12' N/A 12' N/A 12' N/A 12' N/A /2" N/A 12' P//A 6 (80170W) 11' WA 12' N/A 12' N/A 12' P//A 12 N/A 11' N/A 7 (70P/80770I1) P//A N/A P(/A N/A N/A N/A 12' 12' 12' 6' 12" 12' 8 (70'/601TOAI) YWApRAP ANCHORS SPACING FOR E D. - .3 7/S' - - I D SECTIONS l' & . an' carsastrov of Dem S PNPE7 !E>w7N 1' /k1 II4ASIAIN ttr. DULCET O. tE777Rri POWERS FASTEN= OE9aN COW TAAC0113/1A4JO-iE7 TAPC1a6 NW NO SLEEVE CREW - act SSA YVA/FIIALE P414EUAI1E Y¢E AYL Lt7E PLUS O (1-44 r fP�-U m CONCRETE IV /0/.90.00' m CLWOQW m YWNITT m CORO1rTE IV YLS70NRY TO CONCRETE m MASOMY 10 CONCRETE 10 YISONRY m CONOtiir m mAropoY 72' WA 12' N/A 12' N/A 12' P//A 12' N/A 12' N/A 1 (101X) ,T -6' TO 6 -6' 12' 8' 72' I2 12' 12' 12' 10' 12' 8' I2" 11' 1 (6011014 12' N/A 12' N/A 72' N/A 12' N/A 12' N/A 12- PI/A 2 (OOP) 12' 8' 12' 12' 12' 12' 12' 10' 12' 10' 12' 11' 2 (80TTI2m) 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 12" P1/A J (112X) 12' 6' 12' 12' 12' 12" 12' 10' 12 8' 11" 17' J (8,T7 .1) +66.0. -70.0 12' N/A 12' N/A 12' N/A 72' P//A 12' N/A 12' WA 4 (70X) 12' e' 72' 12 12' 12' 12' 10' 12' 9 12' I1 < (801704 12' WA 12' N/A 12' N/A 12" WA 12' N/A 12" N/A 5 (TOP) 12' 4' 12 8' 12' e' 12' 5' 12' •' 12 6' 5 (1 12' WA , 12' ( N/A I2' N/A 12' N/A 12' N/A 12' P//A 6 (10P) MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE' FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES " ANCHORS LEGEND 'SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. PRODUCT RENEWED as complying with the Florida B alding Code Acceptance No • — o 5 • ' Date • 6 "1/ Division roduct Control E D. = EDGE DISTANCE • 2004 rs'.C7PYL./lt 7>A PRODUCT REVISED as complying with the Florida Banding Code Acceptance No O Z- 0 8 09. O 4 Eupi Date A 7 o 0 4_ By 11 Miami roduct Control Division MIAMI —DADE COUNTY IL ECO INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL EASTERN METAL SUPPLY, INC. AS SHOWN SCALE 9/5/02 DATE A14dsAr DESIGN LOAD �, /IaUMAi ANcmoRs smcinc 40R E D. - 3 I/Y • - - LENGTH weal LENG H 1' fa.) LEW /MEET LILY! MORON POTTERS FASIETA C APPLC BLE ID ms 's r a ANY Do,exAnov of HELL 7AfCDA4/WWQT TAicos.5 RED IC SLEEVE CRE7E�lU' SS4 Y4L/fl i AME1M41 SOLE ANELE7E PLUS ottA' - IV TO COVERER 10 Yls ro r w CONCRETE 1D MASONRY ro COHORT( IV NASONI7 10 CONCAVE 10 rasnww TO CONCRETE 7D MASONRY ro COW :Mar TO YlsuMr 166.0. -76.0 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 1 (TOP) 6' -0' OR LESS 12' 10' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' / (BOTTOM) 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 2 (TOP) 12' 10' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' 2 (BOTTOM) 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 3 MP) 12' 10 I2' 12' 72' 12' 12' 12' 12' 12' 12' 12' 3 (SOTTO ) 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A I2' N/A 4 (TOP) 12' 10' 12' 12' 12' 12' 12' 12' 12' 12' 12' IF 4 (BOTTOM) 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 5 (TOP) 12" 7' 12' 12' 12' 12' 12' 9' 12' 8' 12' 10' 5 (BOTTOM) f2' N/A 12' N/A 12' N/A f2" N/A 12' ■ N/A 12 N/A 6 (TOP) 12' N/A 12' N/A f2" N/A 12' N/A . 12' N/A 12' WA 6 (BOTTOM) 12' N/A 12' N/A 12' N/A 12 N/A 12' N/A 12' N/A 7 (TOP/BOTIOM) N/A N/A - N/A N/A N/A N/A 12' 12' 12' 12' 12' 12' 8 (TOP/B077014 IMJCSLIS DE31DY LEND W (p.aU NWil M ANCHORS SAACING RIR E 0. - 3 1/7' .. - - AIfYCIME TO SECT ION S r / C dr O Y I WAR tETYCD4 GfM 1 IV LEX. WILDER ELCO RIMY POSERS FASENI C INVO 4/INO -SE7 rA - NO SIEVE EV E -M C E7E SS4 EMLEADOLE P iI M Mir IE AVELAE7E PLUS o1LN -IN ID Can:ye 1r 7D VASE Rf T I D D 7E TO *SWART TO R C NOW ID M4SLMRr ID CONCRETE /V Y SONTIF 70 oPKYIE7r 70 IMSVAIrr 1D DOIOK7E 70 YL7 Y #66.0. -70.0 12' ' N/A 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 1 (TOP) >7' -6' 7D 8'-6 12' r 12' - 12' 12' 12' 12' 10' 12' 8' 12' 10' 1 (ATOM) 12' N/A 12' N/A 12' WA 12' N/A 12' N/A 12' N/A 2 (TOP) 12' 7' 12' 12' 12' 12' 12' 10' 12' 10' 12' 10' 2 (80TT13i0 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A J (1OP) 12' r 12' 12' 12' 12' 12" 10' 12' 8' 12' 10' 3 (BOTTOM) 12' N/A 12' N/A 12 N/A 12' N/A 12' N/A iT' N/A i 4 (TOP; 12' r 12' 12' 12' 12' 12' 10' 12' 8' 12' 70' 4 (BOTTOL:) 12" N/A 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 5 (loP) 12' 4' 12' 9' 12' 8' 12' 6' 12' 4" 12' 6' 5 (80170M) 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 6 (TOP) 10' N/A 12' N/A 12' N/A 12' N/A 12' N/A I1' N/A 6 (BOTTOM) 9' N/A 12' N/A 12' N/A 11' N/A 12' N/A 9' N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A N/A N/A 12' 6' 12' 6' . 12" 6' 8 (10P/BOTTOM) " MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2 " EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 , REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK —IN ANCHORS IS 2 1/2 "). FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR TAPCON/ �RETE —FLEX SS4/ PANELMATES CALK —IN RED HD. SLEEVE 3" .86 .75 1.00 2 1/2" .71 .50 1.00 2" .50 — 0.88 ANCHORS TYPE ANCHOR MIN. SPACING TAPCON /PANELMATES/ CRETE FLEX SS4 3.0 CALK —IN 2.5" 3/8"0 RED HD. DYNABOLT SLEEVE 4.5" MAXIMUM DESIGN PRESSURE RA TING "W" (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • ANCHORS LEGEND 'SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. IL ECOINC. PRODUCT RENEWED as complying with the Fioride Balding Code Acceptance No Expiration Date 0 By Miami L .,. r , ed Control Division -05l • too I E. D. EDGE DISTANCE PRODUCT REVISED as complying with the Florida Balding Code Acceptance NoOZ' 0 8 ° 9.04 Expira • is Date 0 6 70 7700¢ BJ' err/ i u , Miami Dade roduct Control Division MIAMI —DADE COUNTY 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL EASTERN METAL SUPPLY, INC. AS SHOWN SCALE 9/5/02 DATE • I WOOD HEADER REQUIRED ( SEE SCHEDULE) FOR Min. SEPARATION TV I EXIST1 Nc GLASS 1 � ALTERNATIVE 1 SCHEDULE) FOR Min. SEPARATION TD EXISTING GLASS 2' x 4' PLATE REQUIRED ALTERNATIVE 2 1/4" I x J" LONG LAG SCREWS O 6' 0. C. W/ 1 27/32" Min. PENETRATION TO EXISTING 101700 HEADER. in x O Cont. to 0 rs 7/8' I x 3/32' WING NUT • EVERY STUD 0 2" 0. C Cont. 1/4' I x 3' LAG SCREWS 0 6' 0. C. W/ 1 27/32' Min. PENETRATION 0 MIDWIDTH OF PLATE NOTE FOR COMBINATION OF SECTIONS; WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 2' x 4' PLATE REQUIRED NOEE� 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND Max. PANEL LENGTHS AS PER SCHEDULE' ON SHEET 4 OF 9 W000 HEADER REWIRED I (SEE SCHEDULE) Min. SEPARATION >0 EXISTING GLASS ALTERNATIVE 3 I (SEE SCHEDULE) ;DR Min. I SEPARATION S •I'aftn E.: opinion ALTERNATIVE 4 1" x 2" x .125" (Min.) Alum. TUBE W/ 1/4" I x 4" LONG LAC SCREWS 0 6" 0. C. W 7 27/J2" Min - PENETRATION TO EXISTING WOOD HEADER. Cont. 1/4' I -20 x 3/4" BOLTS /B' x 3/32 WING NUT O 12' O. C. Cont. 1/4' I x 3' LAG SCREWS 0 6' 0. C. W/ 1 27/32' Min. PENETRATION O MIOWIDTH OF PLATE. WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1 /4 1" ALTERNATIVE 6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Min. SEPARATION ALTERNATIVE 5 TO EXLS7ING GLASS 1/4" • x 3' LONG LAG SCREWS 0 6' O. C. W/ 1 27/32' Min. PENETRATION TO DrIST1NG WOOD HEADER. 7/4' 0 x ..1" LAG SCREWS O e' o. c. w/ 1 27/J2' Min. PENETRATION 0 MIDWIDTH OF PLATE WOOD STUD 0 24' 0. C. REQUIRED Conf. 0 Cont. 1/4' 0 -20 x J /4" BOLTS W 7/e' x 3/32 WNG NUT 0 12' 0. C. IL ECOINc Division ti ALTERNATIVE 7 PRODUCT RENEWED as coatpt)irg with the Florida Balding Cade Acceptance No 0 Expiration Date - 05/7.0/ rocket Control s E4S71'Rty METAL suPPL r, INC. Cont. 7 /8" I x 3/32' WING HUT O EVERY STUD 0 —12 0. C / Cont. L 1/4' 0 -20 S. S. BOLTS 0 12' 0. C. W/ NUT & WASHER • 1' x 4' x .125' (Min.) 6063 -75 Alum. TUBE (Cont.) (2) 1/4' I x 4' LAG SCREWS O EACH STUD (MLOWIDIH OF STUD, 2' Min. NOMINAL) AND W/ 2' Min. PENETRATION IN10 EXISTING STUD. PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No O Z— 0 Expiration Date By / �..• r, • L[�- Miami Da.!r+odnct Conttal Division 9.04. o¢ MIAMI —DADE COUNTY 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL AS SHOWN SC.ALE 9/5/02 DATE .1 I. WOOD STUD • 24' 0. C. REQUIRED it WOOD HEADER REQUIRED (SEE SCHEDULE) FOR Min. SEPARATION TO Ex1SITN6 GLASS i ALTERNATIVE 8 (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING CLASS /14 x J/4' S.S.S.M.S. 0 6" 0.C.— (2) 1/4' 0 x 4' LAC SCREWS O EACH STUD (MIDWIDTH OF STUD. 2 Min. NOMIA/4L) AND W/ 2" Min. PENETRATION INTO EXISTING STUD. ALTERNATIVE 9 1/4' • x 3" LONG LAG SCREWS 0 6' 0. C. W/ 1 27/J2" Min. PENETRATION 70 EXISTING WOOD HEADER. Cont. R /4" 0 -20 S. S. BOLTS 0 12' 0. C. W/ NUT & WASHER 1" Min. 0 0 m 6 1/4' 0 -20 x J /4" b: LTS W/ 7/8 x 3/32' WING NUT 0 12' 0. C. 1' x 4" x .125" (Min.) 6063 -15 Alum. TUBE (Cont.) W000 PLATE REQUIRED SCALE : 1/4 - 1 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND Max. PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9 W000 HEADER REQUIRED 1(SEE SCHEDULE) FOR Ain. SEPARATION 70 DOS7WG GLASS ALTERNATIVE 1 O I(SEE SCHEDULE) 1 FOR Min. I SEPARATION TO IEXI57WG GLASS I ALTERNATIVE 11 WALL MOUNTING INSTALLATIONS SECTIONS A 1/4' 0 -20 ELCO mole /female ANELMA7E OR Mole PANELAMTE PLUS 0 12" 0.D. W/ 1 7/8' Min. PENETRATION. 7/8 • x 3112' WING NU7 0 EVERY STUD 0 12' 0. C 0 M10$$ 0TH OF PLATE 1/4' 0 -20 ELCO mole /female PANELMATE OR Mole PAN£LMATE PLUS 0 12' 0.0. W/ 1 7/8" Min. PENETRATION. 1 1 1 (SEE SCHEDULE) I MR Min. 1 XISTING 1 1 1 o Cont. MOOD TRUSSES OR RAFTER 0 24" 0 c REQUIRED 14 x 3/4 5 S. S. M. S. O 6' 0. c Cont. (SEE SCHEDULE) 1 FOR Min. 1 • SEPARATION TO 1 EXISTING fJL4SS NOTE FOR COMBINATION OF SECTIONS: FLOOR/ WALL/ CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 7/8"x J /J2" WING NUT 0 12' 0. C. ALTERNATIVE 1 2' x 6' WOOD DECK REGAINED (NO FINISH ALLOWED) 1/4" 1 x 2 1/2 LAG SCREW OR 1/411 x 1 J /4" ELCO FEMALE PANELAMTE 0 6' O.C. 11111=111111.11Y =11=1Y ALTERNATIVE 2 1' x 4 x 1/8' (AIn) 6043 -T5 AWm. TUBE w/ (2) 5 76 "/x 4' LAC 10 EACH RAFTER OR MUSS. LOCATE SCREWS AT MIDWIDIH OF ( E7 p cSTINC MOOD MEMBE7R..) W/ 2'' Ui, PEhEMATIOk. 1/4' 0 -20 x J /4' BOLTS W/ 7/8 x 3/32" WING NUT 0 12' 0. C. INSTALLATION DETA /LS ON EXISTING WOOD BUILDINGS .500" / 74 x J//4 � 5 S 0 6 0.0 (SEE SCHEDULE) FOR Min. SEPARATION 70 EXISTING GLASS ▪ . A Vii_ ALTERNATIVE 3 (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING GLASS Cont. W00D TRUSSES OR RAFTER 0 24' 0. C REQUIRED • 1/4' / x 2 1/2" LAC SCREWS OR 1/4i x 1 3/4" ELCO FEMALE P4NELMATES 0 6'0.C. Cont. ALTERNATIVE 4 SECT IONS 8 .500" 0 h 2" x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) ° x 4' x 1/8' (Wn.) 6061 -15 A4xn. TUBE W/ (2) 5/16' e x 4' LAC SCREWS ID EACH RAFTER OR TRUSS. LOCATE SCREWS AT M1011717TH OF EXISTING WOOD MEANER. W / 2 Min. ABn. PENE7RAT10 1/4' 0 -20 x 4/ PRODUCT REVISED BOLTS W/ 7/8 x J /32' WINO NUT as complying with the Florida 0 12' 0. C. Bidding Code Acceptan No O Z - 08 Expiration ce Date 1 ' 6/ By Miami Da Division CEILING & FLOOR MOUNTING INSTALLATIONS IL E C O I NC . 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL EASTERN METAL SUPPLY, INC. AS SHOWN SCALE 9/5/02 DATE act Control SCALE : 1/4' = 1 PRODUCT RENEWED as Complying with the Florida Belding Cade . I - S Acceptance No O Expiration Date a .t...rl • MIL/ :,d Control 9 By Miami Division MIAMI -OlADE COUNTY •