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340 NE 94 St (7)r IITi ' Lf '. 1 " --- p 7 6 f . 4j:S M'( 11 ONE YE41?GUMNTEE FOR A1L P A PJO tf rc. MANSijJP, A PLUMoiNG, ELECTRIC AP MSoRy BY OTHEkS. STRUCTURE to BE PR€PAt) 10 RECEIVE DUCTWORK BY 8U1LDR. :;E;s?i /L CT. 1. CLOSET' MU&T SHO/i1 Ot ` EtIS ?R1T, BY BltLl. • 2. ttiltIUM rnStI4USIONS MSf B&.' . 114 OIPJ AI .i-:z- . wini, 3? �UtLDER. TII!S , '%12!I vimi • FOR INSPICTION PUi?OSES. • ' . . . . . , 3. j .... ... £i!oM UUEJ1 !JI", 4. 110 V LJli( ANA TO OF IUR1JC(. S. HOLE IN WALL FOR RETURI PI! OWI1 BY SUtLOER. . $ -,- . . - S CLOSE .i1lAI IIIIT BE WMIIl :)C (C . . d.U)LI IJUW' tui 1LaMK'W.flV 'JI ... ........... . ,- 1. CLOSET CUWIO 10 BE Ufl OUI O L1 OPLNN8 114 CUUNO,IQR COM3UTLON A!R, 8Y BWW(IL, 3. ' - h._.._.00OI i¢ CtOSf OY BUILDER. ' . : a �')tlI #tw. 'P3!4 ti ;4 - .................... (1-• ........ -.-.. .... 1.. 1T: / / z rr'v. . - L ' , -I - fflTM tVL ?6 T':(:;± 4k1 t. L)'t— Lr LII t 3 • t' vin( 0' P :•a 3 LO ) i ! c)O M () -k( v Cy)'.JJc *%OP 0 , . ' 8'to / 3. ft;v: ,' (0 o / •1 / / / / / / . ‚ v c1 cuLi /t- .'1t 2:L'- c 1 LI AIR CONDI'EIONING AND/O Cf tAL iIE.AfIiG 'I3rEtEO BE INS TALE t3Y FLORIOi% C EQUIPMENF CORP. i LAUO€OALt 15 N.W. lth AW. JA$440 r- I t /'JIA:s /4 / 44.j( •iT;4g 1$i �j'�� 1 c \) �1 �1 - . ,. ,, 1 :3004 N.W. Na R/t OR. - NE 3.2451 11 L L f :. . lam , ... 1i. M+rtrwwrar • 1x CE.11.1NO 2 ' v. e. '+ °.�F{^c7�t JA.'1�."{�.':Y')'iT,i[� +:Y• f1P Anil; pytn, .T .? P.PL'.i S titNING • FT 4 • l -. THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" UNLESS I SPECIFICALLY N ITED AND COUNTY LAWS MUST BE COMPLIED • Aut°'o•i7e1 S'q!tture BELOW. Dite -wt?fh NO VARIANCES • WITH NO ORDINANCES E WILL I BE PERMITTED ALL OTHER APPLICABLE STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC WORKS POLICE DEPARTMENT BUILDING DIRECTOR t_.----- f ` t i - - - - - - PLANNING & ZONING BOA...i VILLAGE COUNCIL APPROVAL PRELIMINARY: FINAL: REMARKS: ( C( 7 ,, COMPLIANCE WITH THE SOUTH FLORID t. EI'P D , 0 r .; .ID'PlEU BY MIAMI SHORES VILLAGE IS RErU', • •• F. ■ ' ' T `..I'' ?'R & SUB CONTRACTORS ARE ' O ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. +M " a 1i. M+rtrwwrar • 1x CE.11.1NO 2 ' v. e. '+ °.�F{^c7�t JA.'1�."{�.':Y')'iT,i[� +:Y• f1P Anil; pytn, .T .? P.PL'.i S titNING • FT 4 • l -. A / DADE COUNTY, FLORIDA Ace r OldnAM &rtron! S MtrrsAe* Utt- aay..en H.o Lamle Heftier, Ronald Alter Jaws Ann, Grorpe Berlin Tboe►as H. Blank La'trnce A. Borsan Ted Brides Oscar Brennan Jon Calpini Eduardo Came !ogle de to Tornerae N• Carron Decks► Arnold Goldman RicAord M. Horton Daniel Lewes John bruistrvrn Pewee Lowe ioseph Mother. Sr. James Power 'Wham Riley Armando M. Ri:o Thomas Unerboc* Alfred K tb, d Rude Rtlliaeu Beard Cantrbam loAn Anonno Swift Charlet Danger Saed+ Ikser,rb Gel Dsamord Seaview Industries, Inc. 3750 N.N. 46 Street Miami, F1. 33142. PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of Aluminum Folding Shutters under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by V. J. Knezevich. P.E. along with drawing 4/90 -193 sheets 1 and 2 of ; dated 5 -20 -92 and revised 5 -20 -92 has been accepted by Product Control to be used in the Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 ACCEPTANCE No.: 90- 1019.9 R APPROVED Nov, 9. 1992 EXPIRES : Dec. 10. 1993 APPROVED: November 9, 1992 -1- METRO -DADE CENTER DOARO Of RUM ANO APPEALS BUTTE 1010 111 N.W. 1q STREET MIAMI. FLORIDA $3126.1971 (3O6) 2764961 (305) 375 -2612 Gi Diamond, P.E. Product Control Division Division * *PLEASE NOTE ** THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC ANA GENERAL CONDITIONS BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals td be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. Charles Danger, .E. Secretary Metropolitan Dade County Board of Rules and Appeals 1 Saaviww_rnustriea. Inc. ACCEPTANCE No.e 90- 1019._9_ APPROVED a Nov. 9. 1992 EXPIRES s Dec. 10._ 1993 1. This approves a folding type storm shutter, suitable for installations up to 350 feet where manufactured to the following specifications. a) Maximum allowable vertical spans for various elevations shall be as tabulated on approved drawing 90 -193, sheets 1 and 2 of 2. b) Materials and Cons truction Header, Ceiling mounted - 3.124" x 1.350" Sil we mount' - 3.030" x 20875" • c) Extrusions: 6063 -T5 aluminum alloy Louvers : 6063 -T5 aluminum alloy Frame Components Header, wall mounted - 3.87" x 1.350" Sill, sill mounted Sill threshold type Louvers NOTICE Or ACCEPTANCE* SPECIFIC_CONDITIONS Method of I stal n Attachment to supporting structure: Fasteners shall be spaced not more than 16" o.c. and shall be as follows* Type 1 Connection - 1/4" x 1 5/8" thunderbolts Type 2 Connection - • 110 x 2" sheet metal screws in lead anchor or 1/4" x 1 5/8" T -bol _ • 3.138" x 1.562" and 3.012" x 1.612" • 2.750" x 0.875" • 3.709" x 0.062" it Diamond, P.E. Product Control Division Supervisor . METfOOADE r METROPOLITAN DADE COUNTY, FLORIDA (l ►i,►►,,,,1 flrru„n, S Ilhr.l,, 1 i.. 11,ni,uru 1111 1, •..,ar .11ru,hrn R..nNIJ .ICrr A •..- Iri.,' G.ratr R &flirt l h, wu,n .11. Auk rrn . I. 19... ,,n i Fill Briais l)..,.r lb cumin John 1 . ,liurre low ar la lin,ir.ur 11. (i.G,w1 1),,9.•,. .1888.4.1 G. dd,nu„ Ri. h,u;! .11. WI I),u,irl Lem if J,du► 1.1n.1u,wn .Storm bole Ji.rph .ilu(hrr. Sr. 1 r;Ai,,,., R,)., Ruend (i,nv►hanl J, du, 1. 1. s, .11a [f (1841,18.% 1),,,,,,r 1.,J, 11;,,u, h 611 lli.un. w,J cirh METRO•DADE CENTEfi BOARD OF RULE; AND APPEALS f31III° toll' 111 NW Isl siIII :C l MIAMI, FLOnIDA 33128.1974 9105) 1iS•9'1111 (J05) J75 -2612 NOTICE OF ACCEPTANCE: STANDARD court :TIQt{S 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered In the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. of this product provisions shall 3. Any unsatisfactory performance process or a change in Code grounds for ill K+ './,i tiNO ",4� s�iAkt �.) arti1 tQ, ► a.:.i ., hith ha<<tk..`f1V414gfe.,l, 4. This acceptance shall not be usdd as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the 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. 6. Product approval drawings, where required for permit applications, shall be provided to the iippllcant ley the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not.be re- sealed by an engineer. or be 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. -3- ........ 1 Diamond, . roduct Control Division Supervisor NN Sedvie Induet*L :.e_ tnc._ ACCEPTANCE No.: 90- 1019.9 R APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Nov. 9. 1992 EXPIRES : Dec. 10. 1993 Assembly of Metal Components Type 3 Connection: Fasteners shall be 2024 -T4 aluminum stainless steel or cadmium plated steel and shall be: 3/16" aluminum pop rivets or *14 x 3/4" Hex head, Tek screw or *20 x 1/4" x 1" machine bolt and nut. d) jdent,Lf icat ion 4`,4 ;•; 4 .1 '='• ; et PIAPI .;a* 4451!:.:40 '!y'. a�i6 .`4 +H �4 : '164 "�► ? ' tll40. a14':: 1r.'?e • • Each unit shall bear a permanent label with She manufacturer's. logo'alonq' with . the instructions to the owner for' securing the shutter'durinq a hurricane alert: 0 ) Application f or_ bu ilding-eermit Submit two duplicate prints of the approved drawings listed on page 1 of this Notice of Acceptance, along with plot plans indicating openings to receive awnings. 2. This renewal supersedes Product Approval 190 - 1019.9 dated December 10, 1990. Gil'oiaaond, P.S. Product Control Division Supervisor O r 2term5 Grp `0 . -1 . r 11 05(i- 15. — z5d P3'- cI I Ob' -150 ---- 15 Imo' c - 01-4 , 5 S 15 9'- 1 't 3 ,�' • 55 1 ' l' - I I . z5 35 ta' - 3 1s'- 25' 10 1* S'- 15"' II'- 21 (- S' II -`I" t • t~� L • • 's' • • • • 1 r tti", • 3.1z4 ltvatr<.:�_ 'V CTYr!) 1:1 -IZ• L11-1 C� VAMlalritt 1 1 - . l'11r5 lea - 1113 -G-i owe ... Pot) S • #10x "Sr -t5 w/ N r L c M 5rAG eiat. I•S7Z:• _ - ,_f.31Z�. . -, rtA-51e-t•1 TYp* -1 \\ . nwrtbcg. Q B \ ei-1 1 0 ,, — .«i'(mr) ( 1-10espelz- a z r _rtf • r r • r r • 4 I 2" r-� s wJ N Ytor+ I S P oN • ViorialmolarrilLannemoltroomons Z,col ti • • a mErm 0 el €.1.4•44. . • )..11AL.: lox ".1-' ENte T- 5 PoUrtL't7 CoNc• esli.lkd, _14.300'0 f\ M$rigxtG .— v Zu 11,)< W/ Nr1.01 -J ,5 te.cer I - 1 1 • 3 L'rL x�IAL. 2) fi 1�! E iZ Tri - 2 /2////7.- - • . 1 Pau TZ & v Go l�iG , ✓' t R REat'O • ` 1 sL6Tio Zi "MIN. Tr - i 1 • Fbut: Ep C.o1 R. ', 3 :# lox es " SMg w/ NYLoN c.4NICErzt L - 4 ►Ox 2"5M5 10x 2 -•("--- K. ® 111 T - 3 3, 012 • 1 ® o r • •0p2 C,r YP') -r . Po Li Pt Go1.►G. v R WALL 5ag • • • • 10 G Jp Q" LL L� z.oe5zll Q t K 3• A 446156 321.h Tcir o. r». I1I 11 • } 11I✓t1E ©Of4® • • NOTE 11. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH: Al THE SOUTH FLORIDA BUILDING CODE, 19E6 EDITION. ---- rittlf>ti< 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T5 ALUM. UNLESS OTHERWISE NOTED, 3, ALL FASTENERS SHALL RE 2024 -T4 ALUf4 oRSTAIPLLESS STEEL SPACING SHALL BE 16" 0.C. UNLESS QTHERWISE NOTED AND TYPE OF CONNECTION SHALL DETERMINE FASTENER TO BE USED: TYPE •' 1 CONNECT I Ofd FASTENER SHALL BE 1/4" x 1 5/8" 'THUNDERBOLT' OR APPROVED EQUAL, TYPE - 2 CONNECTION FASTENER SHALL BE #10 x 2" S.f1,S. IN LED ANCHOR OR 1/4" x 1 5/8" 'T- BOLT', TYPE - 3 CONNECT I Of'! FASTENER SHALL BE 3/16" ALUM, 'POP' RIVET OR 014 X 3/4 ", HEX HEAD, 'TEK' SCREW OR #20 x 1/4" x 1" MACHINE BOLT AND NUT, ANY g BE P DONE A BY O KNEZEVIDR A B I ASSOC R INC. OR IS INVALID UNLESS SIGNED AND SEALED BY ABOVE ENGINEER. Loy � J 11 T. r r „ , 3.15. ® MAL Loa. sly ' t �\ k%:d 0g3 389 MEr13 g 0 ;D :r ® Pov iCED a vNc dR Wo111. R e(V -- ` L y e �' 1-11N. • > Ty-E- z SHUTTER HEIGHT SCHEDULE NON COASTAL ZONE • WtFs, LtmrT t 1 ' { • I OYTt ? L aY t • t~� L • • 's' • • • • 1 r tti", • 3.1z4 ltvatr<.:�_ 'V CTYr!) 1:1 -IZ• L11-1 C� VAMlalritt 1 1 - . l'11r5 lea - 1113 -G-i owe ... Pot) S • #10x "Sr -t5 w/ N r L c M 5rAG eiat. I•S7Z:• _ - ,_f.31Z�. . -, rtA-51e-t•1 TYp* -1 \\ . nwrtbcg. Q B \ ei-1 1 0 ,, — .«i'(mr) ( 1-10espelz- a z r _rtf • r r • r r • 4 I 2" r-� s wJ N Ytor+ I S P oN • ViorialmolarrilLannemoltroomons Z,col ti • • a mErm 0 el €.1.4•44. . • )..11AL.: lox ".1-' ENte T- 5 PoUrtL't7 CoNc• esli.lkd, _14.300'0 f\ M$rigxtG .— v Zu 11,)< W/ Nr1.01 -J ,5 te.cer I - 1 1 • 3 L'rL x�IAL. 2) fi 1�! E iZ Tri - 2 /2////7.- - • . 1 Pau TZ & v Go l�iG , ✓' t R REat'O • ` 1 sL6Tio Zi "MIN. Tr - i 1 • Fbut: Ep C.o1 R. ', 3 :# lox es " SMg w/ NYLoN c.4NICErzt L - 4 ►Ox 2"5M5 10x 2 -•("--- K. ® 111 T - 3 3, 012 • 1 ® o r • •0p2 C,r YP') -r . Po Li Pt Go1.►G. v R WALL 5ag • • • • 10 G Jp Q" LL L� z.oe5zll Q t K 3• A 446156 321.h Tcir o. r». I1I 11 • } 11I✓t1E ©Of4® • • NOTE 11. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH: Al THE SOUTH FLORIDA BUILDING CODE, 19E6 EDITION. ---- rittlf>ti< 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T5 ALUM. UNLESS OTHERWISE NOTED, 3, ALL FASTENERS SHALL RE 2024 -T4 ALUf4 oRSTAIPLLESS STEEL SPACING SHALL BE 16" 0.C. UNLESS QTHERWISE NOTED AND TYPE OF CONNECTION SHALL DETERMINE FASTENER TO BE USED: TYPE •' 1 CONNECT I Ofd FASTENER SHALL BE 1/4" x 1 5/8" 'THUNDERBOLT' OR APPROVED EQUAL, TYPE - 2 CONNECTION FASTENER SHALL BE #10 x 2" S.f1,S. IN LED ANCHOR OR 1/4" x 1 5/8" 'T- BOLT', TYPE - 3 CONNECT I Of'! FASTENER SHALL BE 3/16" ALUM, 'POP' RIVET OR 014 X 3/4 ", HEX HEAD, 'TEK' SCREW OR #20 x 1/4" x 1" MACHINE BOLT AND NUT, ANY g BE P DONE A BY O KNEZEVIDR A B I ASSOC R INC. OR IS INVALID UNLESS SIGNED AND SEALED BY ABOVE ENGINEER. Loy � J 11 T. r r „ , 3.15. ® MAL Loa. sly ' t �\ k%:d 0g3 389 MEr13 g 0 ;D :r ® Pov iCED a vNc dR Wo111. R e(V -- ` L y e �' 1-11N. • > Ty-E- z SHUTTER HEIGHT SCHEDULE NON COASTAL ZONE • il••••••••~W A . A‘ 4 MAXIMUM PANEL SPAN 8 ANCHOR SPACING SCHEOUt- FbR . L. . . COASTAL ZONE INSTALLATION ' ' . . ± HEIGHT IN FT. ABOVE GRADE (h) CLASS No.1 BUILDINGS CLAS,S No.2 BUILDINGS „... - MAX. PANEL SPAN ANCHOR MAX. PANEL SPAN ANCHOR END ZONE INTERIOR ZONE SPACING ENO ZONE INTERIOR ZONE 'SPACING 0 // /2 14f /0 . // 9 5-I5 //"/" //5I' <41"0,0. /c , o-0 " //".-2" . 15 - 25 0...50 /o-/o 6" . a. I . ci ,/ ..„ // /0 6 ,,. 25-35 /0./-2" 1 it /00-<, ......._, q /0 . 35-55 cf" /1" 1 /0-3 a 1 '' Aa. 4:4!0" /0V " 55-60 i " / 14",,c• t4 cf =Ad . 60-75 _ -- ...... , 8-2" c i7 j° — 75-100 . — —,41.:....... . — - 77" /=4" _ 100-150 _ .... 1 -8" 9'-/" lob ..,..:-. _ 150-250 • Wm... 4■ 5 1. / / " &511 — • ao ••• • • • --- -- -7 --,--- • ,'" - 47:7 -- '-' - " f - , / 't , . ,,-, ,.f ' - ..., , i; "' ' . . i .,• ,-, - „ , • ..,,. ` • , - , i t :; • 1.• c . - .. , isPireorors"Romoraurrowloo, *A trele' • .,-;; ,, . • ;‘,,, , ,, ,, ,- •, • • i ,., , - . di -' ; , ' r '''' • e+• 1 ■ r - - K v - •., , 1 '‘• ; 1 1 • • • 'Pt 1 111 • -- • ' • • ' • - • -# .'* " • • • 40 • • • • • 1\ • • • • • TYPICAL PLAN Ofi Nr.5. WI OR Ws ENO ZO4Ve 6 ZA4 0 ZOIY IN rem/o4 ZONM a „SSC 7:4 JI•b rypiCAL ELCVArION 06 WALL ANALYZCO Af.r5. ■INONNIMIP41111••■■ 014,4 e N91044 BUILD/NG5 CoovoiriON NO T 1- T Y1 adr 9L 0 S. kl(resr) E Orel r) CLASS J. EiL04111. 0 < 1-1 GO' ago w o.801-i w.dicHevele Is 5144.. LL.00 aurNor r NA.M1 O4 i w a "oar eNCLOseo We be err) St.t MSc. 1.41. 1 CLASS �L 0 03 6. N > GO' 0.10 W OA' DON 14/IIICNOve4 IS 3NALLIllf. eucLoSe0 AINM100111.410.10.•••■•••■• t' 19 • i w, (Asir) 0 J"'•4: 1 :2; f .4••• # r g eNo toPie ... 77400 1 : .... _ 0.0 OM 4•4 a• h (see 3CP■2OIdLal TABL g No I FOR ENT& RINO TO 5Chle OUL r so4u:) W g MINIMUM wiork4 DLOC!". (see TYPPICAL PLAN) w MINIMUM OA (WI We) 2• eNo ZONe:Oefi/1-4E0 y OimeNS/ON l e l YSILIE TYPICAL eLeVAT/ON,) 3• INTCRIOR ONAIN110 115Y TM.! ReL4AININC; AReA Ofl TH4 2 WALL ANALYZeO (SEG TYPICAL eLeVATION) 4- h s He/6Hr A60Ve GRA00 01* TOP cer x7.Aivirc.„ • • • • ■ irr 14 • ; , A . • r • • 34;: - . li'er .4 :.ve Tao ckt tio° -,Vailigignir00111,73fel, t.VIentroW7 • e*Mint??Snr#. . stp- ' ,,,tt a.- — • • -r 9T. • .7X.; r z.l. .t, f 7 VrAr i,t17 4-,-Towg t