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136 NE 96 St (7)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1 Jobs I 3 G N f' 1 1 0 �f Tax Folio I I ? j 20 !p 0 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant JO )4 nl 1- N y Master Permit # 1,422 5 Owner's Address 136 NE q6) S 1 Phone 3 OS 4 SS —. S 00 2 Contracting Co. 4DVANIC E Q HO , M � ¶OcXXk , Address "635 v\l ,- Mp CA- Qualifier J O> �..S9 • 1V 22.E 1 SS# - - Phone State # Municipal # Architect/Engineer MS Et NWT" Address a 1 Ob W Sf Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION / N S +�' 1.I V P-- 2-1 CANE. 90-40 T C-ia! O/\I Square Ft. Notary as t My Commission FEES: PERMIT 1(5oa �S WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. O VNER'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. Furthermore, I authorize the above -named contractor to do the work stated. e of owner and/or Con. o President Date �P�M; BALTT ,.. ; •s ONE rC 47 .1 >ondorikitiBieQlli 24, 2 n ; Date Bonded Thru Betsy Public UnutrwnIns RADON APPROVED: Zoning Building � ' �') "� /A4k Electrical Mechanical Plumbing Engineering Competency # 94135 00230 Ins. Co. CCAS Estimated Cost (value) 1 0 BARBARA BALTAR Signa ontractor or 0 uilder Date Notary as to My Commission Exp C.C.F. • o NOTARY ^ d ✓ BOND Date # Panels Width Height 2 - 7 4. 1C 3 5 ' - 13d I 5 6 7 7 4 , 5 8 3/Z 2 2_ 9 3 // _ .12. 10 4 3 6e 11 7 :5S 12 3 6 o 13 cy2_ q 14 4 1 72 41 15 3'I'z... 2 16 - 7 1 1 S' 17 (o S 18 5 /z b - 2- is 1 56, 20 C., ( © 21 5 a J 23 L� /'__,_ G 9 Ogi 0 73 utldtng CJtze: 4.5 z_4.0 ryid Roor : 1,5 1 c loor Roo 20 2 FJloor goof ( Mean: 25 l fq' 17Q D \Y lame: K_G y gYPe' CIOIS OS O E peni.ngs: V MA)C NAG (0'3 yq MAX ()Ds 49 • g(o nn n'- W T ERWALL ENCLOSURE SYSTEMS ate: go: I fr1 PIcAtMi SkoPe5 `YYletalWech gnc. is the Bade Bounty `notice of Acceptance geolder for: CJJahama Gfhutter Acceptance `V lo. 98- 1228.04 CJlimline Accordion Acceptance \V Go. 00- 0118.10 C'Jconoline Accordion Acceptance \Ylo. 99- 0224.03 Or urculine Accordion Acceptance \fo. 99- 0217.05 20g CJtorm ganel Acceptance 0 99- 0519.07 24g CJtorm Panel Acceptance 0 98- 0304.03 .050 O torm ganel Acceptance 0 98- 0728.04 .060 CJtorm ganel Acceptance 0 99- 0217.07 g m . letter authorizes Advanced geurri cane protection to use our above named product c hank you, g ichard g Ouzzella (1 at the following job site: -fir VI V e Vim{' (3G NE q' I � 1 Warm( MAXIMUM IMPACT'" HURRICANE SHUTTERS 7635 West Second Court • Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -3480 • Toll Free: (800) 325 -3260 • FAX: (305) 823 -7785 PAVILION° SUNB URST F U R N I T U R E I N T E R N A T I O N A L WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. SPAN A - B C D E A I B I C I D E A B I C I D E A I B I C I D I E - \ BRASS WOOD BUSHING 68' SPAN 14 13 5 13 13 12 12 5 12 12 11 8 4 11 11 9 4 3 6 7 9 4 4 6 7 8 3 .. 3 4 3 6 w ` a 'a�E.. u! \a V* a.. z +r:� \' . � c c ♦` ♦ +ss C t« �.,.`at c mE 1 ♦ 6 w .:.:: .x.., a . > > ..:. k \ �� . 10 7 4 10 10 8 3 3 4 3 9 4 4 6 7 7 3 3 6 "" ` ; rW a@ �`� `� v � q 1/4 - 20 8 8' SPAN V-W 1' MIN. PENETRATION 105' SPAN as n��a ,,, y 3 3 ~� ? 126' SPAN s v+> n w `c •,,,,,,A A \ \cam: ♦ a `', ::: a :. ,. a „.�` aM r .. ,, „.„.i, ^� \ � a: �" y.. a.a� S t`.t"'��t y `R t t S vt y \♦\ +m<: ♦ c3`t\` u. . ;x > .n ::� \� as o:vGj,\ _.. 150' SPAN F`F, "$. , `. . , • -� -). #: . 68' SPAN 16 13 8 13 13 15 13 6 13 13 14 11 6 13 13 12 6 5 8 9 12 6 5 8 9 10 4 4 5 4 10 4 3 5 4 8 3 3 4 8 3 3 s = ' x 14 9 6 13 13 10 4 4 5 4 9 3 4 4 '. a av 12 6 5 8 9 9 3 4 4 3 8 `"" "� � 1/4' 88' SPAN WOOD LAGS 1' MINIMUM TREAD PENETRATION 105" SPAN 126' SPAN 150 SPAN _� ti ` } . : - 68 SPAN 16 13 10 13 13 16 13 8 13 13 16 13 7 13 13 14 7 6 9 10 14 7 6 9 10 12 4 5 6 4 12 4 5 6 4 10 3 4 4 4 10 3 4 4 16 10 7 13 13 12 5 5 6 5 10 3 5 4 3 14 7 6 9 11 11 4 5 5 3 9 " " .. 4 srEE:tr`^�: _ w : s r "` ..: ? 5/16' 1 88' SPAN WOOD LAGS 1' MINIMUM TREAD PENETRATION 105' SPAN 126 , 150' SPAN ` WOOD LAGS 1' MINIMUM TREAD PENETRATION 68* SPAN 16 13 11 13 13 16 13 9 13 13 16 13 9 13 13 16 8 7 10 12 16 8 7 11 12 2 14 5 6 6 5 13 5 6 6 5 11 3 4 5 5 . :7: . 11 3 5 4 3 `"'� � ''i.: \ ...... - : 16 12 8 13 13 14 5 6 7 6 12 4 5 5 3 a . iu *-n '�.' � .. t„ 16 8 7 11 13 13 4 6 5 4 11 � >' ``��::t= 5 =<>n 3 v ,>. 3/8' 88 SPAN . 105' SPAN 126' SPAN i 150' SPAN -- 1 ` `,`.., ` 68' SPAN 16 13 12 13 13 16 13 10 13 13 16 13 9 13 13 16 8 8 12 13 16 9 8 12 13 15 5 7 7 6 1 5 7 7 6 13 4 5 13 4 5 5 3 : ::'.. 16 13 9 13 13 16 6 7 8 7 13 4 6 5 4 t.r:,>•;: - ... 16 9 8 12 13 14 5 6 6 4 12 ' ^` "'' ° s 5 3 `> ---' �� • ` i 7/ 16 88 SPAN ' WOOD LAGS 105" SPAN 126' SPAN S 1' MINIMUM TREAD PENETRATION i 150' SPAN 68' SPAN 16 13 8 13 13 15 13 6 13 13 14 ii 6 13 13 12 6 5 8 9 12 6 5 8 9 10 4 4 5 4 " 8 4 r r..,,„xt�r:w✓ J:::�;, t",;nrr. g \ . :....:..... :..r.:nY.:: r.y..r .. .a............v� i d: :: * .,. ..:..:..:.:::,,. w .:.t.::.:,..a..r::.:::t�. �:.�:..:;: . �� ... .... .............. :..:........ ,.,. .:. ... .: �::,:, ... .- n,.,:::. aa:::.v , :.. ... 3 .:. n ............................ : : n..:... .... .u. , ..r :tn.:.:t..., ...:.:_..:. :.. �, .,c,:.... 8 ; 3 n,... .::_.. ..........Gtr�.< 14 9 .6 13 13 10 4 4 5 4 9 3 4 4 rim:;; '.�^`�"` tN S;VK:.r�.. 12 6 5 8 9 9 3 4 4 3 :•.� c ^;: 8 ?<2a::, 3 w' . <Gr. 1/4' 1 7/8 M IN. '` J ELCO PANEL MATES THREAD PENETRATION EAD 1/4 i 88' SPAN I 105' SPAN 126' SPAN S - v.: >- "a:�o . 3 : t t Y.v 150 SPAN � . �'ku.. V" .'s..'"v. ..:. ;^... ... _ n :k.rrarv„Yn.: >.e.: :�,,. »`rc:rs�.aut�r ,n....:...: ..., �. ... ::. t....,..:. :: rrr>rrn..:.:n n. n .. rr:.?..... n... n` t 3..-: n. ::i:rt- >..:::...u M , Y , t,. ;G,. .w:- :faS b- oi,c^:5��. : � ;rr�. :«rr:`o� Gam. �,�.:;�G�"�E.".�;n. .. axG? -. : ::.Ira > i!t`. o„\ r: �:.. n_ "�`. ... ... .. ... -win 1 68' SPAN 16 • 13 8 13 13 15 13 6 13 13 14 9 6 • 13 • 13 10 4 4 5 4 9 3 4 4�`r 12 6 5 8 9 3 . 4 4 3 8 3 °- ` 4 .. z ;nbw ; a `c'�:.: : �. �, '�. � ,�, �> - .1r2.r2r-.. -: — am 1/4' ELCO PANEL MATES 1 7/8 MIN. THREAD PENETRATION 1/4' 88' SPAN 14 • 11 6 13 13 12 6 5 • 8 9 105' SPAN 12 6 5 8 9 4 10 4 4 5 126' SPAN y ^ .. ", .., 44 [ `4' r a:,T<ac , 10 4 3 5 4 8 4 „ . " . e'�s�. ' rr. v$.�tR.r xfo.�.•h:">`^>^ te a:; w::t..�.o ` _:� `.n ,..... � s.r.� :.:...: ,.rr.; t >;.::.. < «\.�- ,..:.: r�':t.�aa,,, : ; >„ �xx�-� ;�,. 8 -s��`� 3 3 :gin :...:. . = .. `" "'' n 150' SPAN A N C H O R NOTES: SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMNNG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO #2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. S C H E D U L E • tt w J Y • r - 1 QB .k2T •: O TSQ�JR,- PE '--E13,0Q0 6 8E4 - Riftre citi Eal , FIG APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT C ;11/ - 1?: DIV•S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.71 — 05 0 • U t \ • • REVISIONS BY 06 /04/99 On- 5rn SP 7 `.. 7 SEP / ✓RS/ o7/15/9 SHOWN 99002 1- tti w RSM s APP; O°SEC BY DATE zOi'I a STRUCTURAL ELECTRICAL PLU�I�BI�i!G — - - - — - -- - - eMECI=:`iiliCAL — — I R' +- C v 0fl:'v.71 — — . I 1 110G. OFFICIAL SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY I RI; :_ES n�r f 7111 ^.' " ' [ IAMi SPORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACY OF OR RESULTS FROM THESE PLANS. COMPLIANCE INN THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VIL LA"E iS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING REGULATIONS I:M T-1ER OR G!OT SPECIFICALLY INDICATED HEREIN. 5 16 6 16 5 15 5 15 4 14 4 12 : 3 7 6 3 3 4 3 3 URN 4 ANCHOR SPACING vs DESIGN PRESSURE AND CONECTION TYPE ANCHOR TYPE 1/4' RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8' MIN. EMBEDMENT 1/4' RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 3/8' MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES Lr Lttt ; 1 - (MASONRY SCREWS) 1/4' RAWL PERMA -SEAL TAPPER 1/4' ELCO PANEL MATES 1 1/2' MIN. EMBEDMENT IN CONCRETE 1 114' MIN. EMBEDMENT IN BLOCK 1/4-20 x 7B' . 1/2' DIA. RAWL CALK -IN (MACHINE SCREW ANCHOR) 7/8' MIN. EMBEDMENT A N C H - R 88' SPAN , 2' 1 1/4 105' span ; 126' span 150' span 68' SPAN 88' SPAN 105' span 3' Z 1 V4' 1 1:4 126• span 7 ' 150' span 68' SPAN 88' SPAN 105 span 150' span .3 3' 1 1:4' 1 1/4' 16 15 14 10 1 1/4' 9 16 14 13 16 8 r 16 7 16 6 5 5 4 6 11 7 13 13 10 6 13 13 9 5 13 13 11 3 5 4 3 3 • 4 4 3 16 13 11 13 9 13 7 13 13 13 13 13 13 15 14 12 1 C H E D U L E 16 14 5 6 13 5 5 6 5 6 7 13 8 6 12 13 11 7 5 11 11 10 6 4 9 10 1 1/4- 'x ,n ` _ H 10 9 5 8 4 14 5 13 4 4 11 4 4 15 7 7 10 12 13 6 5 S 10 12 6 4 3 9 14 13 4 11 4 4 5 4 11 10 5 4 7 8 9 4 4 6 7 3 : 4 4 3 16 5 6 6 4 i 8 _ 4 3 ..... � a? 3 3 sr . '� 15 4 5 5 4 . 7 Fl 0„ i.„,,x+ �r.A SrzSf i� � ' ,u,, „�„ '''"" as ,., 0 `.".� i "c, It rz : 1; £ x W a,.. . -" °'! � We' Vi a :• ". w - ' ^s .. ter, ' ,�/ wF . 'O�' N •W.. r ,�y� ., H s'` ✓^^..' . , t' ""mi "` ' ^ ' z. n' r` maw§$.. ^x�� .,v^4 rr. s^, x ti •.SE', o - ti /'N°wi' u µ n �o ' x sb r'• , 7 =Ls ac .� S ;. ti t1 3 AK C � a v3p,,.. t 'lfG' *, �. • . •••..„ • , s.� 1 r `�l ROBERT - S_,M6STTsioUfR, PE "E `0006024 DAVIT €TICINEERIFC, INC NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE /NTSALL INTO WOOD, CONCRETE OR MASONRY. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT � i �-�1 ZZ 19 BY PRODUCT C ROL DIV)S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 75 -05-11.n7 1 , REVISIONS 06/04/99 S? 0 /15A/ JI • • .sEP /✓RB/R J' MOND 01/15/99 SrIOrN 99002 7 6 ANCHOR S C H E D U L E ANCHOR SPACING vs DESIGN PRESSURE AND CONECTLON TYPE ▪ POURED CONCRETE CONECTION TYPE UP TO 59.6 PSF UPTO 71.5 PSF CONCRETE BLOCK CONECT1ON TYPE POURED CONCTEIE CONECT)ON TYPE CONCRETE BLOCK CONECT ON TYPE ANCHOR TYPE PANEL I ED. I A I 8 3 16 13 11 68' SPAN ; r 16 13 9 • l I 1 �— ; 16 13 7 !I i . 1 1/4 - 3 16 13 8 1/4' RAWL LOK/BOLT (SLEEVE ANCHOR) I 88' SPAN r i 16 13 7 1 1/8• MIN. EMBEDMENT 1 1/4• j 16 13 5 3 16 _ 9 7 ' 105" span • r . 16 8 6 11/4• 15 7 5 3 15 5 6 126• span 7 14 5 5 1 114 • 12 4 4 3' : 13 4 5 150• span r 11 3 4 11/4 : 10 3 3 3 16 13 10 _ 68' SPAN r 16 13 7 t 1' 16 13 6 16 13 8 88' SPAN r 16 12 6 1/4' RAWL ZAMAC NAILIN DRIVE 1 1/4• 14 11 5 (HAMMER DRIVE) 3 15 7 6 1 3/8' MIN. EMBEDMENT IN CONCRETE : 105' span 7 13 6 5 1 1/4' MIN. EMBEDMENT IN BLOCK 1 1/4 • 12 6 4 3 13 4 5 126' span r 11 4 4 11,4 : 10 4 4 3 . 11 3 5 150 span r 9 3 4 1 1 /4• 8 grip 3 VARIOUS HEAD TYPES 3 16 13 13 1- ▪ 68 68 SPAN 7 16 13 12 4. - t 1/a• 16 13 10 1''1iSy;�t) —Y- , '_1-_ 3 16 13 12 )"�' ,'' 8 8 • SPAN r 16 13 10 r Iif _ ' -i- 1 1/4' : 16 13 8 3 • 16 11 10 (MASONRY SCREWS) 107 span ; r ' 16 10 8 1/4' RAWL PERMA -SEAL TAPPER I 1 114 16 : 9 7 1/4-20 x 7/8' , 1? DIA. RAWL CALK -IN (MACHINE SCREW ANCHOR) 7/8' MIN. EMBEDMENT 8r SPAN 105' span C i D E A B 13 13 16 13 13 13 13 13 13 16 13 10 13 13 13 13 16 13 8 13 13 13 13 16 13 10 13 13 13 13 16 13 8 13 13 13 13 16 13 6 13 13 12 13 16 9 8 12 13 11 12 16 8 7 11 12 10 11 15 7 5 10 11 7 6 15 5 7 7 6 6 5 14 5 6 6 5 6 5 12 4 4 6 5 5 3 13 4 6 5 3 4 3 11 3 5 4 3 4 3 10 3 4 4 3 13 13 16 13 8 13 13 13 13 15 13 7 13 13 13 13 14 13 6 13 13 13 13 13 10 6 13 13 13 13 12 9 5 12 12 13 13 11 8 4 11 11 10 11 11 5 5 7 8 9 10 10 5 4 7 7 8 9 9 4 4 6 7 6 5 9 3 4 4 3 5 4 8 3 4 4 3 5 4 7 3 3 4 3 4 3 8 4 3 7 3 6 13 13 16 13 9 13 13 13 16 13 7 13 13 13 16 13 6 13 13 13 16 12 7 13 13 13 14 11 6 13 13 13 13 10 5 13 13 13 13 6 13 13 12 12 13 11 C i D I E 13 13 13 13 13 13 10 9 8 A I B I C ID • 16 16 • 16 A B I C D E 16 16 16 13 13 13 13 13 16 13 11 13 13 13 13 16 13 9 13 13 13 13 16 13 7 .. 13 13 16 16 15 7 12 13 16 9 8 6 10 12 16 8 7 5 9 10 15 7 5 12 13 11 12 9 11 15 14 12 6 7 6 15 5. 7 5 6 5 14 5 6 4 6 5 12 4 4 7 6 6 5 13 11 10 5 5 3 13 4 4 3 11 3 4 3 10 4 3 3 6 5 4 4 3 16 16 15 13 13 13 8 7 6 13 13 13 13 13 13 14 13 12 13 13 12 7 6 5 13 13 12 13 13 12 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 10 5 4 6 7 12 6 4 3 9 9 4 4 6 6 13 4 6 5 5 9 3 4 4 11 4 4 5 4 8 3 4 4 10 4 4 5 4 7 3 3 4 10 3 5 4 3 8 4 3 .r 9 3 4 7 3 3 ;_ - ... . '"r' : k; ? >. : :?a .040.:4 ".�<rsr'.`•?«�;• •`. `. r 8 3 3 6 3 r.a ^7 4` 3 3 3 16 16 16 13 13 13 13 10 8 13 13 13 13 13 13 16 15 14 13 13 13 7 6 5 13 13 14 13 13 13 16 11 16 10 16 9 10 8 7 13 13 12 13 13 13 13 6 '12 6 11 5 9 10 8 .... 9 3 16 13 13 2.7 16 13 1 11 2' 16 13 8 13 13 I 16 13 ! 14 13 I 13 6 10 5 13 13 16 13 13 16 12 11 13 13 i 13 9 . 13 ! 12 13 16 11 7 13 ' 13 ! 11 10 9 114' ELCO PANEL MATES i 3 ! 16 • 7 1 1? MIN. EMBEDMENT IN CONCRETE 126' span ! r 16 . 6 .... ................. 1 1/4' MIN. EMBEDMENT IN BLOCK I 1 1/4' 16 6 • 3 16 5 150' span I r 15 11/4' i 4 _ 5 7 7 6 6 4 4 11 4 10 4 9 3 16 5 7 6 4 9� 4 4 ' 5 4 14 . 4 6 0 4 11 8 s % 4 3 3 4 3 1 3 i 4 5 5 3 8 wE 3 3 ' 9 . 3 4 3� . �w s 3 3 8 4 AN;� � en+n..!.7'.'. 3 8� 3 Y t a .n fit,saah Iv sma» �/F vhss o 68' SPAN 25 3 16 2 16 13 13 13 13 16 13 9 13 13 13 : 13 13 16 13 ; 11 13 13 ! 16 13 ! 16 13 8 13 13 16 6 13 16 13 13 16 ' 13 13 13 13 16 ' 13 11 13 , 13 j 16 13 9 13 13 i 14 ' 13 13 13 13 13 13 3 16 : 13 11 25' 16 12 9 r 16 11 , 7 13 13 13 13 1 11 9 10 16 8 : 9 11 9 11 8 9 16 : 8 7 10 8 8 16 , 7 7 10 9 4 5 4 4 4 3 3 16 8 9 11 9 126• span 25' 16 8 7 .._....... 8 16 7 6 9 ............. r 11 4 5 5 4 16 10 4 4 5 4 16 9 3 4 3 16 5 . 8 8 6 7 6 5 4 3 3 5 5 8 ....° 4 �" 3 3 4 8 1 r rwur • K af� fir' �•• Sa cLYr.'" Se 'Si" b Y „YZO xt «c f . y `a 3 16 : 6 7 8 150 25' 16 5 6 7 2 ' 16 5 5 '' 6 :, RIB T :1/014SOUR, PE EB" 0006024 RAMS ENGINEERING, INC NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VER /FY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE /NTSALL INTO WOOD, CONCRETE OR MASONRY . APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 2-1- 19 BY PRODUCT CO ROL DIV:S'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 7 7-04- 1 .n 7 1 REVISIONS EY 06/04/99 SF 1 • 1- w SEP /JRB 01/15/99 7 va lnv 99002 5 ,@, • i POSITIVE DESIGN PRESSURE NEGATIVE DESIGN PRESSURE ALLOWABLE PANEL SPAN 34.15 35.88 139" 36.88 44.40 136" 37.98 47.81 135" 40.43 51.23 133" 42.89 58.06 131" 45.08 61.47 129" 49.02 66.85 127" 52.40 71.46 125" 55.22 75.30 123" 59.73 81.45 121" 63.67 86.83 115" 67.06 91.44 109" PANEL HEIGHT 0 -54' 64 -109" 109 -139' WALL MOUNT 1 1/4" 2" 2 1/2" INSIDE MOUNT 1 1/4" 2" 2 1/2" BUILD OUT 1 1/4" 2" 2 1/2" 0', 3 C;CO i FRONT VIE// SIDE VIEW 20ga STEEL 139" MAX. PANEL HEIGHT MINIMUM DISTANCE BETWEEN GLASS AND PANEL I • Am g 8 8n 7 / PANEL DEFLECTION CHART MICO PANELS MAY RUN CONTINUOUS BY WIDTH EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETAIL 13 ON SHEET 3 FASTENER MUST BE IN ANY PART OF THE NORROW PORTION OF KEY HOLE OR A KEY HOLE WASHER IS REQUIRED MOUNTING HOLE MAY ALSO BE A 9/16" DIA. CIRCLE. KEY HOLE WASHER IS NOT REQUIRED BUT MY BE USED. DETAIL "F" DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO HDR. OR SILL DETAIL 3, 4, do 8 ON SHEET 2 1 it iii \ / DETAIL 3, 4, & 8 ON SHEET 2 20ga STEEL MAXIMUM IMPACT` STORM PANEL MAXIMUM GAP 8E7V /EEN PANEL AND HEADER IS 1/4' (7YP.) DETAIL "E" WALL MOUNT ANCHORING PANEL TOP & BOTTOM WITH STUDDED HDR/SILL HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 GLASS HEADER DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT W1TN HDR. AND SILL /IA; j. • - / • 'J ; • REFER TO PANEL DEFLECTION CHARTS FOR MINIMUM SEPERATION TO THE GLASS DETAILS 5,7,9. 10 AND 11 ON SHEET 2 TYPICAL SECTION VIEWS ROBE,R S. ; MON OUR, PE 5B— PATIS ENGINEERING. INC DETAILS 5,7,9.10 AND 11 ON SHEET 2 BUILD OUT WT1H HDR. AND SILL DAT GLASS DETAIL 2 ON SHEET 2 DETA /L 16 ON SHEET 3 HEADER SILL DETAIL 4 ON SHEET 2 INSIDE MOUNT WITH HDR. AND SILL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE �-- 19 BY 1 e PRODUCT CON DIV.S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 11 - D 6 7 . 07 I0 REVISIONS 06/04/99 6/25/95 N G1 w SP sP [ WF EP/MB/REM al% /99 SH OWN 99002 4 7 ,® r 1/4 -20 FLOOR -PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY. CONNECTION TYPE 4 E.D. REFER TO DEFECTION CHART CONNECTION 1/4 -20 FLOOR PLUG WITH 1/4 -20 BRASS W000 BUSHING HEADER OR SILL INTO WOOD GLASS EM IALIECH. oc STORM PANEL NOTE* SEE ANCHOR SCHEDULE CONNECTION TYPE "8" DETAIL 15 SERVE THRU WINDOW STORM PANEL DETAIL 19 NOTE: 774E METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINAT /ON OF DETAIL 13 NOTE' 1 1/4" MAXIMUM W000 COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL t7tAIL 13 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" O.C. SEE ANCHOR SCHEDULE CONNECTION TYPE "C" C - HEADER or SILL DETAIL 16 • NOTE* 1/4" PANEL MATE SCREW WITH 14 -20 STUD HEAD n WITH WASHERED WINGNUT HEADER OR SILL .' WOOD, CONCRETE OR MASONRY e • E..0! CONNECTION TYPE "A" O or°HEADER or SILL R ® CONTINUOUS BLOCKING 1/4" ANGLE DETAIL 20 • ADJUSTABLE HEADER OR SILL REFER TO DEFECTION CHART I �LTsrt STORM PANEL 1 CONNECTION TYPE "A" I 1/4 " PANEL MATE i WITH MACHINE SCREW HEAD WITH 14-20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY SCREWED OR BOLTED TOGETHER *ITN 1/4 -20 THRU BOLT W/ LOCK NUT 12' 0.C. NOTE:* E DETAIL 17 59.5 PSF MAXPMLM / PAWL HEIGHT 109" MAXMUM or HEADER or SILL 1/4 - 20 MASHINE SCREW ANCHOR 1417H SIDEWALK BOLT OR 1/4" MASONRY SCREW 4" 0.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY SEE ANCHOR SCHEDULE CONNECTION TYPE "A" PANEL SECURED WITH WASHERED WINGNUTS STUCCO FINISH REFER TO DEFECTION CHART NOTE:* y crAC Cx STORM PANEL ROBER it OUR, PE EB- 0006024 15111f Q CIII€EQ111G. INC CC OR® FM STUCCO INSTALLATION DETAIL 14 i --i' /) HEADER or SILL • 4.4. f'Io1g:* e e SEE ANCHOR SCHEDULE CONNECTION TYPE DETAIL 18 NOTE* EZ7, CONNECTION TYPE "A" CLASS I gi p'. mo o.. NOTE:* CONNECTION TYPE "A" IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADD ITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO W000, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO #2 SOUTHERN PINE WITH Q:55 • : SPECIFIC GRAVITY ?A/b 3'T9UCTURALLY PART OF THE FRAMING STRUCTURE .'i • ~ OR SUCURELY ATTACHED TO FRAMING STRUCTURE • (,' J. rn .?•• - 5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 3 -`.� I-7-- 19 BY 1 .. . 12 1 1 1% PRODUCT COC L DIV:S:ON BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. 11 - O S I cj • 0 7 0 REVISIO gq Go 2cl/ ■ SEP / JRB / RSA/ Awe= a,t 04/10/99 SHOWN 99002 3 7 s.a. NOTE* E.D. DETAIL SEE ANCHOR SCHEDULE CONNECTION TYPE "B" .500 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" DETAIL 5 • A • DETAIL 9 FLOOR PLUG AND MACHINE SCREW ANCHOR 12' 0.C. FULL STORM PANEL (11'P.) SPECIAL PANEL CONFIGURATION ANY BE NEEDED FOR TRAPPED WIDTHS. PANELS MAY BE ADDED TO WITH A MAXIMUM ADD -ON OF 3' FASTENED TO PANEL. R% BY THE USE OF /64 POP RIVETS 3/16 TUBULAR E7S DRR10 -24 T U BOLDS 16" O.C. CORNER ORl'J ANGLE AN NARY R@ FLANGE MAY BE REVERSED 1/4 -2C rr;PU BOLT N/ LOCK M.' 12" O.C. 0 0 HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "8" OR OTHER HEADER or SILL REFER TO THAT APPUCA77ON FOR PROPER CONNECT7CN TYPE CONTINUOUS BLOCIONC 2 PIECES FASTEN TOGETHER WITH /64 RIVETS OR /8 7ECK SCREWS 12' 0.C. RETURN PAN. MGM TUBE OR WOOD MUST BE USED ON ALL BUILD our CONDTIONS TD CLOSE OFF ETRxS RETURN PAN VARIOUS SAS 1/8 X 1 1/2 FLAT BAR SILL STUDDED M171 W1NGNUIS SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 2 PLAN VIEWS DETAIL 12 A, 8, C & D E. D. NOTE* SLOTTED MOUNTING HOLE MAY BE USED Al CENTER WEB OF PANEL. TYP. FOR AL SPECIAL PAN APPLICATIONS. 1 MIN. DETAIL 6 SEE ANCHOR SCHEDULE CONNECTION TYPE "E" 71.5 PSF MAXIMUM MA7aAUM PANEL NOWT 96'. DETAIL 10 HEADER ON TOP SELL ON BOTTOM SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 3 RO HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION oR O CONTINUOUS BLOCKING 3/ ANGLE BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6' O.C. USED AS HEADER OR SILL E.D. ` N OT E * HEADER or SILL R\!.2..1 MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 ` n 19 CONTII.N000S BLOCKING 18. O R 3/15 ANGLE BOLTED TOGETHER A?TH 1/4 -20 THRU BOLT N/ LOCK NUT 6' O.C. USED AS HEADER OR SILL CONTINUOUS BLOCKING R 4-_-\ 3/16 ANGLE 1/4 - 20 MASHIN£ SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 3 O.C. 3" MIN EDGE DISTANCE POURED CONCRETE ONLY OPTIONAL USE OF 1/8 ANGLE FOR PURPOSE OF EXTENDING 01.411 FLOOR PLUG AND MACHINE SCREW ANCHOR 12' 0.C. MAXIMUM GAP BETWEEN STROM PANEL AND D.L.D. SHALL NOT EXCEED 1/4" 1 x 3/4 KNUR[FD STUDS AS VIEYYED FROM FRONT NEW W71H WASZIERED WINGNU75 (7YP.) -O PANEL NOTCHED AT BOTTOM 70 PASS OVER STUD AND WINGNUT N S LL (EACH SIDE) L: C E O SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 L_ • SEE ANCHOR SCHEDULE CONNECTION TYPE "A" 1 E0 I60 n OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS W000 BLOCKING VARIOUS SIZES DETAIL 7 9' 144XMMUM NOTE:* 1/4-10 9011 LOCK*? 6'-$ FIAT 001704 ONE EACH SOE ROBERT . NSOUR, PE EB- 0006024 RAINS' C1CINEEQING, INC OPENING 2 J/4' MAX. NOTE* MAXPIU1 IMPACT` STORM PANEL e7 HORIZONTAL INSTALLATION ELEVATION DETAIL 11 £,D. NOTE* , r WHEN ANCHORING TO WOOD, THE WOOD MUST BE .4 MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH. 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR •SUCUP,ELY ATTACHED TO FRAMING STRUCTURE .• fI . ' �i+ VERTICAL INSTALLATION ELEVATION EO E0 SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 \E. D. E.D.\ SEE ANCHOR SCHEDULE 4 N00W OR DOOR 6 co CONNECTION TYPE "D" R O CONTINUOUS BLOCKING BOLTED TOGETHER I4/77 -1 1/4 -20 THRU BOLT W/ LOCK NUT 12" 0.C. R O CONTINUOUS BLOCKING C M / 1/4 -20 x 3/4 KNURLED STUDS STORM PANEL WITH WASHERED W/NGNU7S 12 1/2' O.C. (7Y1 M4Y BE MOUNTED VERTICALLY OR HORIZONTALLY IT SHALL BE THE RESPONS /BIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADD/T10NAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. • APPROVED AS COMPLYING WITH THE SOUTH FL RIM BUILDING CODE DAT 2 - 1 — 1 BY PRODUCT CO OL DIV:S'ON BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO "OS - 07 REVISIONS l • SY 1 u v W S> er • SEP / JRB / RSM e.E 7 0 at SHOWN 99002 ZOOS 2 1 • tn Cr) .090 2 3/8' P2 2 oe- nr \ O N FLAT BAR VARIOUS DEGREE CORNER PAN .050 MIN. CORNER PAN .050 MIN. 3' 7/8' 1 3/32' 3 7/32' '.0 cu u .093 3 1/32' MOUN77NG HOLES 12 1/2' QC. 1 29/32', CROSS SECTIONS .090 5/8' M VAR /GUS TYPES OF F — TRACK NOT SHOWN 1 1/2' .093 7/8'1 3/32' 3 7/32' 1 3/32' VARIES 1 5' MAXIMUM SPECIAL NET PANEL SECTION 3 7/32' 1 3/32' 7/8' 2 3/8' 1 1 1/2' RETURN O .060 MIN. m N .093 TYPICAL m BLOCKING N STUD MAY BE INTALLED IN REVERSE DIRECTION 7/8' 5 13/16' it 2' L3H 16 1/8" MIN. 2 1/4" ru L.3H 1 8" MIN. 1 2' L1H 1 1/2' NLL 51UOS 3 /B" ( T1R ) fAu A O£5 snip= Ti ANGLES STUDDED IN SHORTER LEG ONLY Immo c IH� 1/4 -20 X 3/4 18 -8 STAINLESS STEEL KNURLED STUDS 12 1/2" O.C. REFER TO APPLICATIONS ON SHEET`' 2 & 3 ANCHOR MOUNTING HALES LOCATED ON O71IER HORIZONTAL OR VER77CAL LEG. ®®ANDO STUDDED ANGLE DETAIL x 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: S.F.B.C. 1994 EDITION FOR DADE COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD TESTING AND 2315 IMPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF S.F.B.C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR EQUAL STORM PANELS SHALL BE: 20 GAUGE .STEEL, ASTM A653 SO GRADE E MIN Fy =80 K.S. /. MINIMUM VALUE NOT DIP COATED. WITH A NOMINAL WIDTH OF 12 1/2" THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. 1 8" MIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4" D/A. RA.Y /L LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 — MIN. SHEAR 1520 — 1 1/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 — MIN. SHEAR 1270 — 1 1/8" MIN. EMBED. IN MASONRY 1/4 - RAWL CALK —IN ANCHOR ( MACH /NE SCREW ANCHOR) WITH 1/4 - BOLTS MIN. TENSILE 1870 — MIN. SHEAR 1730 — 7/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1340 — 7/8" MIN. EMBED. IN MASONRY 1/4" PERMA —SEAL TAPPER BY RAY/L (MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 — MIN. SHEAR 1980 — 1 1/2" MEN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1270 — 1 1/4" MIN. EMBED. IN MASONRY 1/4" Z4MAC NA/L /N BY RAWL (ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 — MIN. SHEAR 1400 — 1 3/8" !A /N. EMBED. IN CONCRETE MIN. TENSILE 730 — MIN. SHEAR 1320 — 1 1/4" MIN. EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCT /ON SHALL BE 1/4" STEEL LAGS OR LARGER WITH 1" MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 1/4" ELCO PANEL MATES WITH 1 7/8" MIN THREAD PENETRATION. REFER TO SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING " METALTECH, INC. HIALEAH. FL " " DADE COUNTY PRODUCT CONTROL APPROVED " WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING. STATING ' STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLT'S, THREADED CONES OR METAL SHIELDS, NOT IN USE. MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIME. ROBERT ,.S: MONSOUR. PE EB=0006024 24115 ENGINE:MX, INC APPROVED AS COMPLYING WITH THE BOMB FLORIDA BUILDING CODE DAT BY PRODUCT CO ' • 0!. D :V'S. J't SUiLO:NG CODE CO OFFICE •CCF%TA.►..CF NO _ 9 — QS t9.01 20ga t: 1 w W 4 a..r SEP /JRB /RSM 04/10/99 SHOWN 99002 salf 1 MIAMI - DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. 7635 West 2nd Court Hialeah FL 33014 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 "Maximum Impact" 20 ;a. Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this 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.:99- 0519.07 Expires:07 /22/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS - BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/22/1999 1 of3 Internet mail address: postmaster @buildingcodeonline.com w BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage:' http : / /www.buildingcodeonline.com • MetalTech, Inc. . ACCEPTANCE No. : 99-0519.07 APPROVED EXPIRES • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE JUL 22 1999 JUL 2 2 2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will 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 no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed 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. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 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 be 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Helmy A. fakar, P.E. - Product Control Examiner Product Control Division 3 of MetalTech, Inc. 1. SCOPE This approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 This 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99002, titled "20 ga. Maximum Impact Storm Panel ", prepared by Ramms Engineering, Inc., dated April 10, 1999, sheets 1, 2, & 3 of 7, and January 15, 1999, sheets 4, 5, 6, & 7 of 7, all sheets last revised on June 25, 1999, all sheets bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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 Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be 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 the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. ACCEPTANCE No.: 99- 0519.07 APPROVED .1U1_ 2 2 1999 EXPIRES JUL 2 2 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Helmy akar, P.E. - Product Control Examiner Product Control Division 2of WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. SPAN A I B C I D E A B I C D E A B I C D E A B C I D E `tt II BRASS WOOD BUSHING 1" MIN. PENETRATION 1/4-20 68" SPAN 14 1 5 13 • 1 12 12 5 12 12 7 3 •r 10 7 ..... : 4 10 10 8 3 3 4 3 \� `�, " ` '" CA\ .�,�,,- � w ' . 9 4 7 � ` � 4 6 7 3 3; ; � „ � ' •w .,,` ` `` ,o •� 88" SPAN 11 8 9 4 8 3 4 11 11 9 4 3 6 4 6 7 8 3 3 4 3 4 3 " ::;�., 105" SPAN 123" SPAN }t t � F} �� �}�-Ma% t > WOOD LAGS 1" MINIMUM TREAD PENETRATION 1/4" 68" SPAN 16 13 ' 8 13 13 15 13 6 • 13 13 9 4 14 9 6 13 13 10 4 4 5 4 - � ��...`,b„�» -.,, � ' ';�, 1 2 6 5 8 9 9 3 4 4 3 tr �y ea, -. y am, :. . �, isi. ' > ' °s ;� • • A ": 88" SPAN 14 11 6 13 13 12 6 5 8 105 SPAN 12 6 5 8 9 10 4 4 5 ' �aS, - .:v.�.... t w. ,�: . . h tx�°O .An v im ,,, ..„ - :, : 3 5 4 123" SPAN 10 4 t} } FF � �� }F�����t��}������ }�� WOOD LAGS 1 MINIMUM TREAD PENETRATION 5/16" 68" SPAN 16 13 10 13 13 16 13 8 13 16 13 7 13 13 14 7 6 9 13 10 4 }: r . :' '- ' :�:;a :.. �• ...,,..:,.:.� 16 10 7 13 13 12 5 5 6. 5 ,'370%"y�g 10,,,* i M`* `ri ' A`� a:'. ° , ,.•, r. � , �c�L"'M�.."..::" � � 4 .:^ a V C�.. aA E Sa �.',. `. �r-r,�„ • ";. s a x a �� �: ��a ��.�;;, ; , :� ��� '?'�?rz�� ...-. r�;,,`.,,.:... r.,, ....ax^1,� 14 . 7 6 9 11 11 4 5 5 3 K. ?a :� > :s . '`•" a :N4.. .: , ' iT R:r' x w ::f '3 t ;. F ., .. :Q Yr,. aa � �::: �6 C ? € :...: i>: ;�... �a ,zr�.�, ,"S, .:45. t. , • : sad, f ,. .., � ._. nr sz .:.a>�7a,:�a°�`xha"�:.. fit �Ei44�:'°�,- ^�"s✓... .. _a .. 88 "SPAN 105 SPAN " 10 12 4 5 6 123 S tii: '�,^..w : Y .'.n .,,`...; .'X+. = C''`'4 ^ , N y „�. ; Y -, $ w. iS -,2 � :r::?,-i,G„ : rw::W x?::a. & t:=-:.=s, 12 4 5 6 4 >�; >,�r,,. x«�,�Y<:t t..�. -� t�,;;: �., � ..: W -. ,.::: .. �„ • ts...:... ., 1" MINIMUM ��.` � � �- - - rr : ar, $Th 4-P WOOD LAGS TREAD PENETRATION 3i8" 68" SPAN 16 13 11 13 13 16 13 : 9 13 13 12 5 16 12 _ 8 13 13 14 5 6 7 6 rrr;.w ' ^. . ',. k � . ..a.,, M � ::., ar . .+ff � � � ;^ v.`'C£.. \CR � v, •...,»^^.,::, \::" ' -�W.. .: �'bm..,., wa�...bt'"• w.-�a ;�.�. , ... ......� h..w ..... .. ,..N'v.:. ,: ��:�: � ,�,,,, , .� a•� . ,.,., " �� �.,, 16 8 7 11 13 :.. 13 4 6 5 4 a 6 ^. ry a ::�M .e rp- `�. � a' �+rroQ` ' kL� t `S:.`w"r�:: '2 »Sta.J ,�':, ta. .�'k s =o2�': .:a� a, a�:< .,.. > �.>r,_ :rte:: a;� �,� ..,ao <i,. :.ur^�i' �R,i�;vYc.,.,>;0=6�.:v. 88" SPAN 16 13 9 13 13 16 8 7 10 105" SPAN 16 8 7 11 12 14 5 6 6 123 SPAN Y'� w:nk :: :�: ">?^C�i' %2i:n w� ,�:' .�...A tVR� ',(^�'„b"�"tt'C, .... , , ... �a:=:.t:Sr.::�.,,...w.,...... _:ice• i: 4:c`..'::.a......^./. .. , m:��:..�- ;:.�w:.. �.�..� .- �;:.<, � 13 6 6 ,.;�. ..>wy„ -^ ���- :- ;' -'�. .,,;,, :E::: ;....,..., k;' a. OY� .. : {.ri.ylaw.,•,. ».:..u�.:. :�... �.`C� 1 MINIMUM " "`�"�" r , r�,- -r - ` , WOOD LAGS TREAD PENETRATION 7/16 68 " SPAN 16 13 . 12 13 13 16 13 10 13 13 13 16 13 9 13 13 16 6 7 8 7 W4.7c:: •.::,.. a ,-:* '., ,3-g '_. sm ". . ": 3 ..x : K r [ �'�:;;��'• -' •� �•�r -� ';� �...."' itlt.^(fN ai < :: l fila� l Z �t..`t« <Ki�t " Yi�Si ,.. ,C. a .4 Aft , � da� ... .`h•.,. Q`J � ; .rA . �3�X s��:: .:- == . ? .u. .< .,.w.,.C."l.". . ::•'y. �:,:� . w'::::�:� : n,. ... ?.Q b:.:..::..,....a �' t?. . i . �'it>,3a'.'tfi,/. ,. ... • ... .... _...�.. .. ::... ..Y:.: ,w ...xv.:,.. :a �a... texas, ar.. x << o» is3v ,.,:.:a.. .:..::yK,.ta.:.aa 16 9 8 12 13 14 i 5 6 6 4 c : <w .,`M' :s : c w - '7_":.'" ;w �t'sti -y i , - fr.^ VF ' ;�;:�',�,"•t� <• i. S4i. i< ra a a;tat't <a - : 'VC '' t � .,� � . t�.,., ,�> .� '�v .'.":,.5.. , �"�� :, 'rsw'y:'.'..d.." ., �Ka \v. wo .Y•,. vcw...... ♦ Y ., fir. �+ ✓. . ��>�'� .�.. � _;��� - r-74t4- �d�.`a::�:.r�. r..: '.� >..: ', : >,�r „4� �r'�5 .: �:`z:£.:::.;. tirs... av :^> � ..v.k::... -. ,av,. 88" SPAN 16 13 9 13 13 16 8 8 : 12 105 SPAN 1 6 9 8 12 13 15 5 7 7 6 .. ... .. ............ 123 SPAN ................. ww�z%r , ar •:a.r:::'hr ti ..woG,.. . : v X.. : � ... ... ... ..:.:.. ✓:..3 St ..i: \.r.^:x.a.;xt.. o..�. ... ;t:bt. t,.. „t, rw.ta..:.,t "w �, ...� .x„�, � : • .�,. :...a � .:: .�,... ./ . ,.:. .!',. \:.... ... "2. v::3 .m :.::.,... :,,:..: ., a..... .rY:.,..i, _. ... . a :. .oc'�:<.rr.....,..,., :, .. . .. 15 5 7 7 6 • ,,. .mow tw...:.. ,...., w.. a . :.:..:.. ...:w "...,....:. r<. co.a . 1/4" 68" SPAN 16 13 8 ` 13 13 15 13 6 13 . 13 14 9 6 13 13 10 4 4 5 4 KTaU a . w:.yr::? , .._N'.:: #t.^. -- t::Y'� r a aw � ar u,l �: Po . e� _ 4 .- � .. ; 4 �"... d..wiA �R.:, ' - , : t , i, . ^J.- z r < �a Taw . :s ti : _ �°"�, - .� �• ""'? ^:: t:..a ,,�:. �; 12 6 S 8 9 9 3 4 4 3 2Y' 9 \ &S v :Jw. :Y 4.,s,...- t.- .::5....n£2. .. „,, v °X . . " 9 5 `:« ^ r .' .y .. ` . %; ` ,. s - "-: ' ...,...%*,'''."" ,:.''„r(: a:, :. , ..:; ... te< : _ :,tr „ i , Viz. oac re .` . au s ; �: , , ,. ..._.. . _ � <�: 11 V1, trlV r \- -'s -T'r - 88" SPAN 14 11 6 13 13 12 6 5 8 9 12 6 5 8 . 9 10 - 4 4 5 • 4 1/4" 1 7/8" MIN. ELCO PANEL MATES THREAD PENETRATION 105" SPAN 123" SPAN _ ,, ..�L: S yr„ . a , sek ,osC.fiB?u' V::: t:f �y ;g z v`,�i'.3cS. ,.,,,".... ;`O::x' G,,,. "- w: .5` • f .,'�..9 w£ .;•ra;. sa a 10 4 3. 5 4 `� . �.< -fir.. , :a>, ; ��? < � � =• �M. �.,�r,M 1/4" 68 "SPAN 16 13 8 13 13 15 13 6 ; 13 13 14 9 6 13 13 10 4 . 4 5 4 w .q tr ...ee.. 'Y,'. .<. ^ �, ,� � °?,.F: ' �, .,"..y,�, c���.= '���2�..w .. .. .. o•�t^�N�«r d:'.,n.'>.. k_J.,tt.,._: "9aC' 1 2 6 5 8 9 9 3 4 4 3 % a ' " w ""°°` '""• : :�:.� . . t x.,. �' '-... � , �rw.tr. _ , ........:.•�t�s� :�Y.:.:.:' °:tea ����'".�_.�� U gi "" 1/4" 1 7/8 MIN. 7/8" -U-V -1-'SI MMV ELCO PANEL MATES THREAD PENETRATIO N 88" SPAN 14 11 6 13 13 12 , 6 5 8 9 105" SPAN 12 6 5 8 9 10 4 4 5 4 123" 123 SPAN S - r ;4 :: .;..:... ; .: y x ¢ : s .. ^ ' a; M'" n >Y:;.m: wCi - ^,..Y �t~.- •�;ta. :ems � a ,,.a�'a � ,..;° .- . � v 10 4 3 5 4 �;,•• «.. �>:� �;r�:.. : �»��.. ' H ..M'A :.:_•,.....ti.:.....:9?', a.et�,r w'DP \/i %.�:_ A N C H 0 R S C H E D U L E NOTES: SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMNNG ANCHOR SPACNG ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR COND/IIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADD/T/ONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. •• , 1/4 1; i F1C am ; • _ O. 113 ROBERT V S: - McNSOUR, PE EB- 0006024 RAIIT CIGINOQ!NC, INC APPROVED AS COMPLYING PITH TIE SOUTH L0 '!DA BUILDING CODE DAT BY PRODUCT CO s L DIV S ON . BUILDING CODE COMPL.ANCE OFF!CE ACCEPTANCE NO. I ^ i REVISIONS 0 9/11/98 BY SP I SEP /JRBA M 01/ 0/98 sHOnTr 98002 7 7 ,®� ANCHOR TYPE PANEL ED. A I B I C T D I E I A I B I C I D I E A I I C I D I E A I B I C I D E r s8 - SPAN 3- 16 13 8 13 13 ; 16 : 13 9 13 i 16 12 7 13 16 11 6 13 13 16 9 8 12 13 16 9 9 1 ' 13 16 8 7 11 , 13 r 16 12 6 13 13 13 16 8 : 7 : 11 13 I I > Ii 1 1/a• 16 11 5 13 13 13 15 7 5 10 11 . 15 7 6 : 10 11 ti 1/4" RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1 /8" MIN. EMBEDMENT 88 SPAN 105" span 123 span 3- 16 6: 6 8 7 16 : 6 7 8 7 1 4 5 6 13 4 5 11 4 r g.✓-a 5 6 5 4 5 4 14 5 6 6 5 5 . 5 4 r 14 5 5 .. 7 6 i 14 • 5 6 i 7 5 13 5 5 6 • 13 4 1 1/4" 13 . 5 4 6 4 5 4 . 11 4 4 5 4 *..'' V " s ,-. ` . p r .. tee'° �� "rte . ` A °� . • m a�"r` air'. 1 •s '\at w r „ c �• • . • am • ,.. ... .42,4tZt * :. >:�.a.`�4.';4 A .. , .., 'sr i '.`:, , ` 11/4'a :� �,< r •" '_<`` a Cw , as Yr .44. . w„ »a: N �: : .. : a .'?h` .s.. ..:......... .. ..�. ::: `�'' 9 ' ...... .,.. ..<.. 3" 16 11 7 13 ' 13 13 8 ` 6 12 13 15 ' 7 7 . 10 12 11 5 5 : 7 ' 9 11 • 7 5 11 11 13 6 . 5 9 10 10 5 10 • 6 4 9 10 12 6 4 8 9 9 4 4 6 7 68" SPAN r 15 10 6 13 : 13 111a 14 9 5 13 ' 13 O 1/4" RAWL (HAMMER 1 3/8” MIN. 1 1/4" MIN. J \ EMBEDMENT ZAMAC NAILIN DRIVE DRIVE) • IN CONCRETE EMBEDMENT IN BLOCK i 3 13 5 6 7 6 10 • 4 4 5 4 12 4 5 5 4 9 4 4 3 9 3 4 4 4 10 3 4 • 4 8 3 ... 3 8 3 3 ; 4 3 9 3 3 4 3 7 3 • V �,.s,. 88 "SPAN r 12 4 5 6 5 1 1/4" 10 • 4 4.5.4 .,: ;o ». - .,?.P,: s >;'K.k :;ck�5,. » , ,. -*xi w' .,� _ ::o^ : 3 '" ;^:w,.:...'^e`. ` - a'_ »a. �" _ .";': .': .0. .` r,.'"" : n . '''' ,, :£ , : _z N�:go'.geW4m' w' ». a „,,.: s � ' . .s'K ,_ Y~ A ` i"�. JY ')'R..i..Y ...Y ^. "' w�,.v'O.d•%: At .:.. :Y: s.. .i.' YS',• .^...3S» "".R�a�.„ C} .��.` YY . i cl s ` M 3 t :'n 105' span «' <_ •' • a P 7 p C �. r F •..,,.., a • t as e '" : ,` `1 i. `'' c .0 "M�'. ` , „ .„ :i <°„ \ "' GYC<°. v \ '� `:<C ^ � " "tt., S: M ; Y ` <..< : u i , >" >) . rcx ` A.' „ W 'U.a: YwwW �<t` ` rov ' � • 1 1/4" e � .; ... <i %" . : a .: •: s ? .; ° M :A ,.. , Vic:; : •w''w, , "•.':' ...�"' �'; • .`� ^a;,> , ... „ < „ .' ,m .sx '+T .., Ids'•: < " wa a , - • >... r Y : � \'. .,,v. ..� `i pCa: , . 4 . #�,: A �>� ` ` , '` . , ya : :. - a +,o '� ^k`r` . v °,.•� y ^.^ . s'a;�'!tiu^� tin: ,� 'r.`�:.:,^"wHriw= a "�y ..'<u�-a w : :.Y'..;,v�x'.»avauw <a':n, - „va» yt:::w.. . �, yCt �:a M �� ,�,�: � ,..YNk:S 3” e. • ..N✓.3`P.:. ? W M . ' N+ � y . .`.�+Y . �. e ..:.: : '; v..."..1.:s t M V "�. »u �t ;.. ". :.sw �k,y,�a,� ; . > z @ �.;:.s ^.�,�n.; :'2>, c: :. ,:,--i �.:; ' »' '^%aY? ':s0e 4—,^ ' -, ' ' Ker- w.: .:Ya' f '" a : : ` - ' : " 123 an „a , span r > :: �� u�" ; ,.x .; a� : - �' ,' <" � °o . - i T,.: .. f§. ,.¢ • %S :..•`. a ' ', \I" 1 - .... . '« -7",s: : �a�-v ,,,, <'�' -c m t :: .,, ^c,:".;` ; . , vav ".; 3 ' ., `: H > : 7 v. � n� L...: �'^ C.' C...' �,:.,. w. �i: ChC%. X, L:: F» k: uxi... „.,,..,�:..cwk...:1•1 .. W „ uu ; r. . ..r>'_ -- ,��<: w . wy w, � �,,s:.��'�`°.� as> v "f 4 t , , : .,� . ,,, • ' xw� , ;?' i s =' <a'' ." < �.» 3`;i ° i: s �:: Ye+�.1).+��':2.V ” `.�s "a R .�n.Y: ?!�'/..' 13 16 11 ' 10 ' 16 18 14 16 • • 10 8 14 16 • 12 16 : 9 7 12 15 v�,: ;: x . %, > . ` . ::'.. <�'i' ? � •, i � h '' .'YU'� - ya; . �aK, , . �1. '1 a " . VARIOUS HEAD TYPES Z11IX1Il -1-\- XLXC- I110:0.1- 68 SPAN 3 " 16 : 13 11 • 13 13 15 • 10 13 14 9 13 12 8 7 : 13 14 12 .... . • 7 6 . 9 r 16 . 13 ; 9 13 5 13 4 11 6 5 • 1 8 9 7 : 8 ---- 111u M , 1�1 • 1 1/4- 16 13 7 13 11 - 5 4 88 SPAN 105- span 123 span 3- 16 8: 9 10 9 12 4 5 6 5 16 6 8 8 6 11 3 5 5 • 3 7 i 5 9 3 4 4 3 6 5 8 3 3 4 3 ....; . : ; ,' :, 1 lZi (MASONRY 1/4" RAW 1/4" 1/2' MIN. 1 1/4" MIN. F- t - VS1-- 1 -1 }��� i1t SCREWS) PERMA -SEAL TAPPER ELCO PANEL MATES EMBEDMENT IN CONCRETE EMBEDMENT IN BLOCK 16 7 7 9 • 8 10 4 4 5 4 16 : 5 6 3 5 4 15 5 5 . ° ;a .." 1 1/4" 16 6 : 6 8 7 9 : 4 3 " .« ;:,<'.a" � .. r � r 9 r �,, C " "� ' .... w q o . . .w',. . ..,,...0A ^ ��w " 1 1/4" - '"e`" R �4w varCC , N ,.... ^ 3 G ,.' < V 7 x ' f , _ ri . � tt . w . r s^ a� �,��, s� ,, /lo ' ? • 1 1/4" Y � G4 ` ,. M � . rr , ." -'"'. - - -- ' � "° a M U ! w a it 68 SPAN 3" 16 13 12 13 10 13 8 13 13 ! 15 z 10 1_3 1 14 9 7 s 6 5 14 13_ 16 13 11_ 9 . 7 13 13 114 7 6 ........... 9 11 5 8 9 4 7 8 25" 16 : 13 13 13 16 12 11 12 16 �11 13 13 . 13 i 12 6 5 r 16 13 13 t 12 8 13 11 88" SPAN 105' span Pa 123 span 3 " 16 9 9 13 11 12 .? 4 8 8 11 9 • 11 4 8 6 10 8 I 9 4 i1 /" d '✓ " `�9 ✓/ i.ri/ " / //. . /ida s f� : � 5 6 5 16 7 8 5 % //j . �� 10 7 11 9 3 5 3 4 3 3 Yr•� / ' y / 5 3 4 3 1/4 x 7/8" , 12" DIA. RAWL CALK - IN (MACHINE SCREW ANCHOR) 7/8" MIN. EMBEDMENT 25' 16 _ 4 5 4 16 : 7 4 5 4 16 6 '% /.o'iz c -�.rcww r "'uTr% /i - �/ y / ., °,v ,, F 9 6 r 16 3 ' ',: /. �> 8 6 i 8 /.G .. /.�.. � /< 1 6 � 4 c n ., ��/ ,s�' f :, . 25 y // .a. ir s ,.., j , , ,/./ A✓ ., �u 6 r,✓ :- »1, J�/ � x i�/ • / y l j fr c / r �i J u / � " s / i r /ii / s /✓ /i/ 6/...,/ r ! s f 1 w i<u , u-., t %,.+ ,lt� < '< �f ' / n r � . / r < .i" < rf < fff sir< sifj� 2 yyi °.z• -y % •A z ✓/ r y y �:� ,4 n n % F✓ d //� / �%F . ? Y Y/ / ,,,I / J3'�/>. zi-4. / /_m,,r.- - „� " z Gs �t.. c -.. ..'°k /✓n ... �• ..• ✓ ^n> �r r•-. . z4 ., �r . c� . GG �� A •” �� / n / a.F .t...y;r h :o >»».e- / / /..w- in.5 Y/:' e»,.aH? N>+> y / ./ ..f�y>,ys R Z c„a' /N / :i. ? n� / a -n .F 25" � 3 / s ;✓ Jy ry✓ // / • ; / / i s� ..,. r r � 3F' 7s � .,: < '3 i r c . F > : ��;', / /ii /. ". ^� • % er.,. .' � w<.G... � .- w »M':,..w.:.w;%iii<m ' yryi �.. - ' � i/i . "i / / / .c.. - .... / 0. 6✓,G,. /� / y i: ^" 9 � ! i �?�"' +w/ / /,�, 4 ✓ F ... y.•::. ANCHOR S C H E D U L E ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE POURED CONCRETE CONNECTION TYPE UP TO 81.5 PSF CONCRETE BLOCK CONNECTION TYPE POURED CONCRETE CONNECTION TYPE UP TO 91.4 PSF CONCRETE BLOCK CO NNECTION TYPE . •� �•• ROBERT,-S_ ..MONSOUR, PE EB= '0 Ir/rns €NCINEEe!NC, Inc NOTES: SPANS AND LOADS SHOWN IN THS SCIEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHAT 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. APPROVED AS COMPLYING WITH THE SOUTH FLO'ID BUILDING CODE DAT BY PRODUCT CON'OL DIV :S ON BUILDING _CODE COMPLIANCE OFFICE ACCEPTAN N0. qt - D723•Dy- [ REVISIONS 0 9/11/98 z • or. SEP /•rRB/tSM 01 /10/98 SHOWN 98002 6 sr 7 ,m, ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 1/4" RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8' MIN. EMBEDMENT I 1/4" RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 3/8" MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK vivo mem VARIOUS HEAD TYPES 1.14.1 \iX i�i�i�i�IE� 11-M144.\-1-\-1:1-\ SCREWS) 1/4" RAWL PERMA -SEAL TAPPER 1/4" ELCO PANEL MATES 1 12" MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK ANCHOR ANCHOR TYPE 1/4-20 x 7/8" , 12" DIA. RAWL CALK -IN (MACHINE SCREW ANCHOR) 7/8" MIN. EMBEDMENT PANEL ED. 68" SPAN 88" SPAN 105" span 1 1/4" 123" span I 2" 1 1/4" 68" SPAN 2" 88" SPAN 2" 105" span 123" span 2" 88" SPAN 105" span 123" span 68" SPAN 88" SPAN 105" span 123" span 3" 2 1 1/4" 3" 2" 1 1/4" 3" 2" 3" 1 1/4" 3" 1 1/4" 3" 2" 1 1/4" 3" 1 1/4" 3" 68" SPAN 2" 1 1/4" 3' 2" 1 1/4" 3" 2" 1 1/4" 3" r 1 1/4" 3" 2.5" 2" 3" 25" 2" 3" 2.5" 2" 3" 2.5" 2" 16 : 13 1 16 8 6 11 15 7 5 10 15 5 . 6 7 14 5 5 6 12 4 4 6 16 13 ? 10 13 13 16 13 7 13 13 16 13 6 13 13 16 13 16 12 14 11 5 : 13 13 15 13 12 6 4 8 9 13 11 10 4 4 5 4 16 13 : 13 13 13 16 13 12 • 13 13 16 13 10 : 13 13 1 1 1 16 13 16 13 16 ; 13 16 1 16 13 16 13 16 16 16 16 16 16 16 16 1 1 16 1 16 11 10 13 13 13 1 12 16 . 11 16 8 16 16 8 7 POURED CONCRETE CONNECTION TYPE I 6 : 6 C 9 13 5 10 8 11 11 9 7 6 13 13 13 10 1 13 13 13 13 12 7 13 13 13 1 1 13 13 9 . 11 10 9 DI S C H E D U L E UP TO 59.6 PSF 13 1 11 10 10 4 13 13 13 6 13 13 13 7 16 16 1 11 1 13 16 16 16 13 11 11 9 16 ? 13 1 16 : 13 1 13 13 . 13 10 12 9 11 8 7 16 13 16 16 13 13 10 12 6 6 9 3 : 3 13 13 13 3 14 11 10 13 12 : 6 CONCRETE BLOCK CONNECTION TYPE B I C I D 16 : 13 13 16 : 13 10 8 7 15 _ 5 7 7 14 5 6 4 7 6 5 4 9 8 6 6 5 13 4 13 8 4 3 13 13 8 5 4 7 4 5 ; 5 4 ` 4 5 .:..................... 3 3 4 9 8 9 4 4 3 E 13 16 13 8 13 : 13 13 13 2 13 11 12 15 7 : 5 10 11 12 : 4 4 6 5 3 3 16 13 8 • 13 13 15 13 7 13 13 14 13 6 13 , 13 3 . 13 12 12 11 11 4 4 6 : 7 3 3 4 3 13 13 7 . 13 13 13 € 13 13 5 13 13 10 13 13 13 3 13 13 0 16 16 15 15 14 1 16 16 16 1 1 8 16 16 • 16 ? 13 16 13 16 12 POURED CONCRETE CONNECTION TYPE I 3 16 . 13 6 : 13 13 'ew.k• 13 3 1 6 5 13 13 10 6 13 11 13 3 13 13 UP TO 71.5 PSF 13 12 13 1 13 1 1 A 16 6 15 12 13 11 14 15 5 7 14 5 6 16 13 13 6 8 10 4 CONCRETE BLOCK CONNECTION TYPE 16 8 : 7 : 11 1 6 5 13 13 2 13 13 13 13 12 11 13 13 13 13 13 13 9 10 8 9 5 4 r NOTES: Y iv_ ROBERT _ MONSOLTR, PE EB ` €00`6024 RR115' €NCINEERINO, Inc SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MIN /MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDIT)ONS THAT ARE NOT ACCEPTABLE. 1T SHALL BE THE RESPONSIBIL/7Y OF THE CONTRACTOR TO VER /FY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. APPROVED AS COMPLYING WITH THE SOUTH FLOR DA BUILDING CODE DAT � ' • . _ 19 BY .r _..i �. /4 PRODUCT CI OL DIV S ON BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE NO. ct " °'i ag .oi [ REVISIONS BY 09 /11/98 SP • • V L w w w • SED/✓Re • 01/1 /98 11101. O a 98002 ♦" 7 5 seas DESIGN PRESSURE PANEL SPAN 44.40 123" 47.81 120" 51.23 117" 58.06 112 " 61.47 110" 66.85 106" 71.46 102" 75.30 97" 81.45 90" 86.83 84" 91.44 80" PANEL HEIGHT o"— 68" over 68 -96" over 96 WALL MOUNT 2 5/8" 3 5/8" 4" INSIDE MOUNT 2 5/8" 3 5/8" 4" BUILD OUT 2 5/8" 3 5/8" 4" PANEL HEIGHT o"--107 over 107' -123' WALL MOUNT 2 13/16" 3 3/16" INSIDE MOUNT 2 13/16" 3 3/16" BUILD OUT 2 13/16" 3 3/16" . THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. N m .050 ALUM ()m FRONT VIEW SIDE VIEW 8• HORIZONTAL BRACE STRAP 1/4 -20 STUD WITH W /NGNUT 12 1/2" 0.C. 1 123" MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL 1/8" X 3/4" FLAT ALUMINUM BAR SIDE VIEW FRONT VIEW DETAIL "E" MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/4" (TYP.) DETAIL "F" FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16" 014. CIRCLE DETAIL "G" EXPLODED ASSEMBLY 8 p DETAIL 13 ON SHEET 3 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO HDR. OR SILL HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY .050 ALUMINUM MAXIMUM IMPACT` STORM PANEL DETAIL 3, 4, & 8 ON SHEET 2 DETAIL 3, 4, & 8 ON SHEET 2 WALL MOUNT ANCHORING PANEL TOP & BOTTOM I47171 STUDDED HDR/SILL FRONT VIEW SIDE VIEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 HEADER SILL DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT WITH HDR AND S7LL 123" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAILS 5,7,9,10 AND 11 DETAIL 2 ON SHEET 2 ON SHEET 2 TYPICAL SECTION VIEWS 11 1•,1,,,, �• i, ROBERT' S.. _MONSOUR, PE EB- 0006024 PRTIT ENGINE ING, Plc DETAILS 5,7.9,10 AND 11 ON SHEET 2 BUILD OUT WTmH HDR. AND SILL DETAIL 16 ON SHEET 3 INSIDE MOUNT WITH HDR. AND SILL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CON . 0L DIV S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTS I10 q$ -0 • D �}' DETAIL 4 ON SHEET 2 REVISIONS 0 9/11/98 6Y SP I U Z v SEP /JR8 AMMO 01/10/98 7 YO 98002 4 1/4 - FLOOR PLUG WITH MACH /NE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY. a , CONNECTION TYPE '" i • • REFER TO DEFECTION CHART - 1" MIN. GLASS N M cK STORM PANEL CONNECTION 1/4 -20 FLOO PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD NOTE: SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 15 SERVE THRU WINDOW DETAIL 19 STORM PANEL THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 NOTE* 1 1/4" MAX /MUM WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL t71AIL 1 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" 0.C. SEE ANCHOR SCHEDULE CONNECTION TYPE "C" HEADER or SILL DETAIL 16 X z • NOTE* 1/4' PANEL MATE SCREW WITH 14 -20 STUD HEAD W/TH WASHERED WINGNUT HEADER OR SILL WOOD, CONCRETE OR MASONRY 1/4 " PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY ®or ®HEADER or SILL SCREWED OR BOLTED TOGETHER WITH 1/4-20 THRU BOLT W/ LOCK NUT 12' 0.C. CONTINUOUS BLOC/ONC R 1/4' ANGLE GLASS 59.5 PSF MAXIMUM . / PANEL HEIGHT 109" MAXMUM DETAIL 20 ADJUSTABLE HEADER OR SILL CONNECTION TYPE "A" REFER TO DEFECTION CHART Imo: STORM PANEL TION TYPE "A" DETAIL 17 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" 1/4 - 20 MASH /NE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4' O.C. 5" MIN. EDGE DISTANCE POURED CONCRETE ONLY PANEL SECURED WITH WASHERED W/NGNUTS STUCCO FINISH REFER TO DEFECTION CHART NOTE:' N T AL m. = STORM PANEL IT SHALL BE THE RESPONS /BIL/TY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE /NTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHOR /NG TO WOOD, THE WOOD MUST BE • ∎ A .'MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE W1THW.055 SPECIFIC GRAVITY AND STR PART OF THE FRAMING STRUCTURE tIFFSFICURELY. ATTACHED TO FRAMING STRUCTURE x • r), r ;0. > ROPER'' S. - MONSOUR, PE EB- 0006024 Mir Q1clnaERING, Inc 00 go Mei= :d: ; rof€* ee•: SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 ..• . NOTE* ms• COIIECT1ON TYPE "A" DETAIL 14 HEADER or SILL CLASS CONNECTION TYPE "A" FM STUCCO IN5TALLAT10 THE APPROVED AS COMPLYING WITH SOUTH go !DA BUILDING CODE DAT tini BY PRODUCT CONT'° D1VIS:ON BUILDING CODE COMPLIANCE -O OFFICE ACCEPTANCE NO. � I REVISIONS 0 9/11/ 98 SP 1 amit SEP / JRB / RSH 01/10/97 SHOWN 98002 aw 3 BY . NOTE* E DETAIL 1 NOTE * SEE ANCHOR SCHEDULE CONNECTION TYPE "D" A SEE ANCHOR SCHEDULE CONNECTION TYPE "B" .500 , FLOOR PLUG AND MACHINE SCREW AN 'iOR 12' 0.C. FULL STORM PANEL (TYP.) HEADER or SILL n CORNER PAN OR� ANGLE ANr VARY DETAIL 5 R ® FLANGE ANY BE REVERSED = =1 X1/4 -20 THRU BOLT W/ LOCK NUT 12" O.C. HEADER or SILL SEE ANCHOR SCHEDULE 500 CONNECTION TYPE "B" DETAIL 9 SPECIAL PANEL CONFIGURATION ANY BE NEEDED FOR TRAPPED WIDTHS PANELS MAY BE ADDED TO W1T 1 A MAXIMUM ADO -ON OF 3" FASTENED TO PANEL BY THE USE OF /64 POP RIVETS 3/76' TUBULAR RIVETS OR 10 -24 THRU BOLTS 16' 0.C. OR OTHER HEADER or SILL REFER TO MAT APPUCATION FOR PROPER CONNECTION TYPE CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH #64 RIVETS OR /8 TECK SCREWS 12" O.C. RETURN PAIL ANGLE, TUBE OR WOOD MUST BE USED ON ALL BUILD OUT CONDITIONS TO CLOSE OFF ENDS R177LOWI PAN VARIOUS SIZES 7/8 x t 7/2 FLAT 84R l SILL S7UOOED PAM WIVCNUIS (, 1' PLAN VIEWS DETAIL 12 A. 8, C k D SEE ANCHOR SCHEDULE CONNECTION TYPE "C" C -HEADER or SILL DETAIL 2 E:D. -. NOTE* 7 5 /8'MAX. SLOTTED MOUNTING HOLE ANY BE USED 04 CENTER WEP OF PANEL TYP. FOR ALL SPECL4L PAN APPLICATIONS NOTE *: ' • • •• • A .' • OR O HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION OR ® CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6" 0.C. USED AS HEADER OR SILL I L 1 " MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 RO CONTINUOUS BLOCKING 3/16 ANGLE 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT • • ■ OR 1/4" MASONRY SCREW 3" Q.C. 3' MIN-- EDGE DISTANCE 715 PSF MAMMA '' Q 1 .: E • • . . - POURED . CONCRETE ONLY MAXIMUM PANE. Heogr - DETAIL 10 1/4 -20 BOLT 6'-a' m om BOA ONE E)ACIN SIDE RO HEADER or 51LL MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 HEADER ON TOP SILL ON BOTTOM FLOOR PLUG AND ANCt1INE SCREW ANCHOR 12' 0.C. D 1/4-20 x 3/4 KNURLED STUDS WITH WASHERED WINGNUIS (TIP.) INSIDE CLOSER PAN ASSEMBLY OPTIONAL LASE OF 7/8- ANGLE FOR PURPOSE OF L•XTEN01NG WALL PAN HANDLE DETAIL 3 ® or © HEADER or SILL EO E0 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" 19 CONTINUOUS BLOCKING R 3/16 ANGLE BOLTED TOGETHER WITH 7/4 -20 THRU BOLT W/ LOCK NUT 6" 0.0 USED AS HEADER OR SILL E. MAXIMUM GAP BE7WEEN STROM PANEL AND D.L.O. SHALL NOT EXCEED 1/4" AS NEWED FROM FRONT VIEW PANEL NOTCHED AT BOTTOM TO PASS OVER 5I2I0 AND WINGNUT AN SILL poi SIDE) NOTE *• HEADER or SILL JiOt 7 a•e•. SEE ANCHOR SCHEDULE cO?IlE T10N TYPE "C" DETAIL 4 • IIi11t;: E0 I � 1 4 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 E0 9" ANXIAIUAI NOTE: ®or ® HEADER or SILL MIN. `\ \E. D. C -STORM PANEL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUG7UPALLY PART OF THE FRAMING STRUCTURE .- ATTACHED TO FRAMING STRUCTURE 4 el ROBERT - . :- MONSOUR, PE EB- 0006024 BRUIT ENGINEERING, INC. OR OTHER HEADER or SILL REFER TO THAT APPUCATION FOR PROPER CONNECTION TYPE WINDOW OR DOOR OPENING' 2 3/4" MAX. NOTE* MA71�►AM ■►PACK` STORM PANEL HORIZONTAL INSTALLATION ELEVATION E.D.\ DETAIL 11 APPROVED SOUTH FL DAT BY PRODUCT CON r VERTICAL INSTALLATION ELEVATION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE E0 CONNECTION TYPE "D" OR ® CONTINUOUS BLOCKING BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 12" 0.C. R ® CONTINUOUS BLOCKING 1/4 -20 x 3/4 KNURLED STUDS WITH WASHERED W/NCNUTS 12 1/2" 0.C. ANY BE MOUNTED VERTICALLY OR HORIZONTALLY V AS COMPLYING WITH i!iF BUILDING CODE 9i DIV °S ON BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE NO acc'Din-Off jp m [ REVISIONS 0 9/11/98 EP( SP • A 2 1 • MEN SEP / JRB / RSA/ 01/10/98 YO 98002 7 SOY 2 1 t°) 0) m • 0) .090 FIAT BAR 2 3/8' P2 2' VARIOUS DEGREE CORNER PAN .050 MIN. CORNER PAN .030 MIN 3' ZO 2 1/4' N 7/16' N 0) N 125 5/8' c, 'f l \ .- O' N 0) 093 N 1 29/32'1 VARIOUS TYPES OF F — TRACK NOT SHOWN 11/2' T1@ MOUNTING HOLES 12 1/2' 0.C. 3 0 7/8'1 3/32' CROSS SECTIONS 3 7/32' RETURN O .060 MIN. i 7/8' 1 3/32' 3 7/32' 3 1/32' 3 7/32' 1 3/32' 7/8' 1 1 1 2 3/8' m n N 0) N .093 1 3/3 ' VARIES 5' MAXIMUM SPEC /AL NET PANEL SECTION BLOCKING 1 N STUD MAY BE INTALLED IN REVERSE DIRECTION k h 0) 2 L3H N 1/8" MIN. 2 1/4" ALL STUDS 3 /8'( rm.) I - ALL APPL.CIT70N5 ANGLES STUDDED /N INCLUDES STUDDED TI SHORTER LEG ONLY s L1H� 1/4 -20 X 3/4 18-8 STAINLESS STEEL l REFE KNURLED STUDS IV APPL/C 4< S770N3 ON SHEETS 2 3 12 1/2' 0.C. ANCHOR MOUNTING HOLES LOCATED • ON EITHER HORIZONTAL OR VERTICAL LEG, STUDDED ANGLE DETAIL 1/8" x 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: S.F.B.C. 1994 ED1770N FOR DADE COUNTY, SOWN FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD ItsiING AND 2315 IMPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF S.F.B.C. PRESSURE REQUIREMENT CALCULAT7ONS MUST BE PERFORMED PER ASCE 7 -88 M/N /MUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" GENERAL NOTES: ALL ALUMINUM EXTRUSIONS 7O BE ALLOY 6063 —T6 OR EQUAL STORM PANELS SHALL BE: .050 5052 H - 32 ALUMINUM OR EOUAL SMOOTH OR EMBOSSED WITH A NOMINAL WIDTH OF 12 1/2' THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. ' • PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WI7FI MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4" DIA. RAWL LOK /BOLT ANCHOR ( SLEEVED DRNE ANCHOR ) MIN. TENS /LE 1190 — MIN. SHEAR 1520 — 1 1/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 — MIN. SHEAR 1270 — 1 1/8" MIN. EMBED. IN MASONRY 1/4 -20 RAW CALK —IN ANCHOR ( MACH /NE SCREW ANCHOR) WITH 1/4 -20 BOLTS MIN. TENSILE 1870 — MIN. SHEAR 1730 — 7/8" MIN. EMBED. IN CONCRETE MIN. TENS /LE 880 — MIN. SHEAR 1340 — 7/8" MIN. EMBED. IN MASONRY 1/4" PERMA -50AL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES) MIN. TENSILE 1520 — MIN. SHEAR 1980 — 1 1/2" MEN. EMBED. IN CONCRETE ,1 MIN. TENSILE 880 — MIN. SHEAR 1270 — 1 1/4" MIN. EMBED. IN MASONRY 1/4" ZAMAC NAILIN BY RAWL (ZAMAC HAMMER DRIVES) — MIN. TENSILE 980 — MIN. SHEAR 1400 — 1 3/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 730 — MIN. SHEAR 1320 — 1 1/4" MIN. EMBED. IN MASON ANCHORAGE TO WOOD CONSTRUCTION SHALL SE 1/4" STEEL LAGS OR LARGER WITH 1" MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 1/4" ELCO PANEL MATES WITH 1 7/8" MIN. THREAD PENETRATION. REFER TO Stitt i. 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL BE THE RESPONSIBILITY OF 774E CONTR4CTOR TO VERIFY 711E SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METALTECH, INC. HIALEAH. FL " ' DADE COUNTY PRODUCT CONTROL APPROVED WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING, STATING " STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED " PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS THREADED CONES OR METAL SHIELDS, NOT IN USE, MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIME. ROBE S. MONSOUR, - PE EB=0:OO16O24 PR'T15 E1IGINEEPING, INC .050 APPROVED AS COMPLYING WITH THE SOUTH FL'RII BUILDING CODE BY L ' 19 PRODUCT CON 1. DIV S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.3 9P-072g. 014- REVISIONS 0 9/11/98 1 1 SEP /✓RB /RSM 01/10/98 v owN 98002 Crl seff 1 7 311•11.2 ' MetalTech, Inc. APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will 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 no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed 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. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 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 be 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 the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ACCEPTANCE No.: 98- 0728.04 • • • OCT 2 2 1998 OCT 2 2 2001 END OF THIS ACCEPTANCE J ga2 Helmy A. akar, P.E. - Product Control Examiner Product Control Division -3- MetalTech, Inc. ACCEPTANCE No.: 98- 0728.04 APPROVED OCT 2 2 1998 EXPIRES : OCT 2 2 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a 0.050" aluminum storm panel type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 The 0.050" aluminum storm panel type shutter and—its components shall be constructed in strict compliance with the following documents: Drawing 98002, titled " 0.050" maximum impact storm panel ", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on September 11, 1998, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and..approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 0.050" aluminum storm panel type shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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 Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be 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 the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. -2- ) Helmy A. 1lcar, P.E. - Product Control Examiner Product Control Division MIAMI-DADE 41 PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. CONTRACTOR LICENSING SECTION 763 West 2nd Court (305) 375 -2527 FAX (305) 375 -2558 Hialeah FL 33014 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Maximum Impact .050 " Aluminum Storm Panel Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Robert S. Monsour, P.E., and test reports prepared by Construction Testing Corporation and QC Metallurgical, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this 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.:98- 0728.04 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:10 /22/01 Approved: 10 /22/98 -1- Internet mail address: postmaster @buildingcodeonline.com MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. 4 , s anger, . ' Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com REVISIONS RAMMS ENGINEERING, INC. Swat ablir 2100 W. 700i 31w¢r, SUM 311 ® 0006024 1wFJN6 F1011104 33010 METALIECH, INC. i 9 `i% 74.35 W. 5CCUNU C1'. IIIAICA.1. F1. .1.1014 ROOF MEw ABOVE GRADE 1 5' 20' 25' 30' 40' 50' 60' DESIGN W1ND LOADS IN P.S.F CLASS ONE BUILDING 1 10 M.P.H. FASTEST MILE W1ND SPEED COMPLIES W1TH AN51/ASCE 7 ROOF MEAN ABOVE GRADE 15' 20' 25' 30' 40' 50' .60' 0.8 0.87 0.91 0.98 1.06 1.11 1.19 (4) INTERIOR ZONE CONDmONS 04. 61.47' 0.37 6 6.8 5 0.91 71.46 0.98 75.30 1.06 81.45 1.13 86.83 91.44 1.19 TRIBUTARY AREA IN SOUARE FEET 0-10 20 50 100 200 500 1000 •1.9 47.81 51.99 55.58 58.57 63.35 67.53 71.12 2 .1.071 •1.49 45.90 49.92 53.36 56.23 60.82 64.83 68.27 58.06 63.14 6 7.4 9 71.12 76.93 82.01 86.36 .1.34 43.44 47.24 50.50 53.21 57.56 61.36 64.62 4.629 •1.1 .1.375 •1.1 •1.1 .1.27 41.53 45.16 48.28 50.87 55.02 58.66 61.77 51.23 55.71 59.55 62.75 67.88 72.36 76.20 47.81 51.99 55.58 58.57 63.35 67.53 71.12 .1.19 3 9.3 4 42.78 4 48.19 52.13 55.57 58.52 (5) END ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SOUARE FEE 0 -10 20 50 100 200 44.40 48.28 51.61• 54.39 5 8.8 3 62.71 66.04 .1.1 36.88 40.11 42.88 45.18 48.87 52.10 54.86 500 1000 3 6.8 8 40.11 42.88 45.18 48.87 52.10 54.86 •1.1 36.88 40.11 42.88 45.18 48.87 52.10 54.86 3 6.8 8 40.1 1 42.88 45.18 48.87 52.10 54.86 N05 .1801t a 10% of minimum width ar 0.4i% whictar ar t smile, txd mot 'esa Tan titer 4% a( mitntm widpl or 3 lent Pc moat roof Might in rant aitnpt Mae ar+ Ne+gfY may be tread when 04=10 degree( and 0: root skin from Manurial in degr•a DESIGN \\ IIND LOADS IN P.S.F. CLASS ONE BUILDING 1 10 M.P.H FASTEST MILE WIND SPEED COMPUES WITH ANSVASCE 7.8 8 POSITIVE LOADS ABOVE MADE 15' 20' 25' 30' 40' 50' 60' ABOVE GRADE 15' 20' 25' 30' 40' 50' 60' its ENGINEERING, INC. METALIECH, lx: (4) INTERIOR ZONE MAXIMUM CONDITIONS 0.3 0.37 0.9 0.96 1.06 1.1) 1.19 TRIBUTARY AREA IN SOUARE FEET 0-10 20 .1.4 45.08 49.02 52.40 55.22 5 9.7 3 6 3.6 7 6 7.0 6 1.12 42.8 46.65 49.66 52.54 56.83 60.59 63.80 50 100 200 500 1000 1.29 1.14 1.1 40.43 37.98 36.83 43.97 41.30 40.11 47.01 44.15 42.83 49.53 46.52 45.18 53.58 . 50.32 48.87 57.11 53.64 52.10 60.15 56.49 54.86 34.15 37.14 39.70 41.84 45.25 48.24 50.80 (5) END ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SQUARE FEET 0.r. 0.37 0.99 0.95 1.oe 1.13 1.19 0-10 20 1 45.08 49.02 52.40 5 5.2 2 59.73 63.67 67.06 1.12 42.89 46.65 49.86 52.54 56.83 60.59 63.80 50 1 ) 40.43 43.97 47.01 49.53 53.58 57.11 60.1 5 100 200 1 14 3 7.9 8 41.30 44.1 5 46.52 50.32 53.64 5 6.4 9 500 1.1 1 36.88 34.15 40.11 37.14 42.88 39.70 45.18 41.84 48.87 45.25 52.10 48.24 54.86 50.80 34.15 37.14 39.70 41.54 45.25 48.24 50.80 1000 34.15 37.14 39.70 41.84 45.25 48.24 50.80 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date April 24,. 19 Owner's Name and Address._ Ruth L. Johnso 136 N _ No E. 96 St. Street N. Registered Architect and /or Engineer.__ - Carr Smith & Associates _ Name and address of licensed contractor_ J,€aL CO, INC. 741 N. W. 54 Street, Miami, Florida. ;' :,d �:a Location and legal description of lot to be built on: Lot Block _ Subdivision Street and Number where work is to be done 136 N. E. 96 Street,__ Miami Shores, Florida. State work to be done and purpose of building (by floors) Install aluminum fold — down awnings on _. residence. _ , .and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation.__ Roof Covering_ Estimated Total cost of improvements $ $163.00 Amount of Permit $ X Zone cubage required plan Cubage.. _. Distance to next nearest building__. ___ . _ . Size of Building Lot Maximum live load to be borne by each floor___ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. _.._ _George H. Harvey — 741 N. W. 54 Street, Miami, Florida. The undersigned applicant for this building permit doc hereby certify that he understands . td accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act. being Sec :ion 5966, Compiled Gen Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all . actors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for insp - on on the sit of t e work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subco p • c ors, on o " to . - performed under this pernnit, as are licensed by Miami Shores Village. Remarks ( S i g n e d ) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, :... undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Disapproved ____ _ ( Signed) Chairman Member Member . Council Approved Date__ Building I •. . ector to me well known, Date_- __.__ � Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires__ PLANNING BOARD__ __ . DATE Member Member Member Date Disapproved .__ .. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Opening No. 1. 2. Owner: Contractor: Size Style 78 1/4 X 71 ") Catalina 81 3/8 X 71 ") to look as one. 3• 53 1/4 x 48 Catalina ate, t w . 3, ktrovaledge of di LIuil.. n z Pr tranainz, plumbing, eIr -s -. c. ✓.. _ Ave kips eanceitied befork: crr� , _e,. JALCO, INC. Ruth L. Johnson 136 N. E. 96 Street Miami Shores, Florida. Proj. 60" 60" 45" Const. Aluminum n PURLIN PURLIN 8 VALENCE THICKNESS SCHEDULE PROD. miaow WrlincE MAXIMUM PURLIN SPACING 78' Ni" WIDTN TO NOSE TO HEADER TYPICAL 71' 7P 7P 72" 8S 91' CONCRETE 1/4" X 1-1/4" DIAMOND HAMMER DRIVE NAL OR 1/4 SUPER - GRIP JORDAN 103 X V4 LAG. .040' .063' .063' an { I ,.•,._ TO I"... 1 CONTRACTOR ANAU VCS, ALL DIMOIMOIN AT SITE RRIORI PROGRAM, • IMITN MOO[. 56' 56" 91" . 040' 16' 14' 19" IY 16' 14" 14' IY 13' 12' ALUMINUM ALLOY OF AWNING COMPONENTS ROOF SLATS 5005 -H34 BOLTS 2024 -T4 VALANCES 3003 -1114 ARMS 3003-H18 PURLINS 5005-H19 - - ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED. THE JALCO SUNMASTER CATALINA AWNINGS WERE DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METRO- POLITAN DADE COUNTY BUILDING AND ZONING DEPART MENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT. 10, 1960. BASED ON SO. FLA. BLDG. CODE. AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND DIMENSIONS THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: - JALCO INC. CERTIFIES THAT THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CON- FORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS IN- STALLATION. THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNING OR ALERT. ANCHOR SCHEDULE HOLLOW WALL 1/4" X 20 LONG 4 WING TOGGLE SCREW w000 N0.14- 144/2" LG. WOOD SCREW JALCO INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH & ASSOCIATES 627 O.W. Al AVE. , • MIAMI. FLORIDA C O N S U L T I N G E N G I N E E R S "A' 9 -S41 ""'." AK. 1 " "N•• E.G.) cwc.o.K.T. .0 MM. 64139 I OF 1 SUNMASTER CATALINA 9!" A, AWNING CLOSED ANCHOR SEE SCHEDULE T — 1 • CV N ANGLE 35" X 2.5" X.09CI' INTERMEDIATE STIR:+ LOCK PROD 8 ECTION A 56" L26„: 71" 32 45 37 - SUPPORT ARM BUTTON G -CAMEL BACK AWNING OPEN TO LOCK AWNING IN STORM POSITION, REMOVE CAMEL BACK PIN OR BOLT, RELOCATE ARMS, FOLD AWNING DOWN AND REPLACE CAMEL BACK PIN OR BOLT THRU VALANCE. .06Cf EXTRUSIONS ,- I -M 8 S.M. SCREW EA. SLAT •10 S.M. SCREW USE ORE FOR SPANS 6j OR GREATER. A::CEOR SEE SCHEDULE 1/8" X 3/ 4" ALUMINUM STRAP 56" 71" -- WING DETAIL HEADER ANCHORS SHALL BE LOCATED AS SHOWN, EXCEPT AWNINGS WITH PROJECTIONS GREATER THAN 56" AND WIDTHS GREATER THAN 70" SHALL HAVE 2 ANCHORS AT EACH END. IC' CC MAX. I X ROOF SLATS Tf I!8 S.M.SCREW EA. SLAT STAGGF":D, ALL PURLINS. ADJUSTMENT HOLES 1/4" BUTTON I" O.D.TUBE 7/8" TUBE .049" WALL CAMEL BACK .080" FOLDED PL. I /4 "DIA. PIN OR BOLT TWO ANCHORS EA. CAMEL BACK CAMEL BACK DETAIL ROL-L - ROOF SLATS 2 4 SMS. EA. TUBE .0.40 GUSSET PLATE 4- SMS. TYPICAL PURLIN _ 2 ANGLES (SEE PURLIN DETAIL) STRAP HINGE I" X .040" t wist y id WIDTH MAX. 91" PLAN OF AWNING I^ 20 BOLT AT EA PURL i 4-"8 SMS. 5/8" SO. BUTT JOINT TUBE .040" WALL USE "INTERMEDIATE STORM LOCK 8 EACH - END AND AT MIDSPAR FOR WIDTHS GREATER THAN 60 ". .040 GUSSET PLATE 4 SMS. INSIDE SLAT ( EVERY 3 RD SLAT ) I/4" HOLE FOR CLOSED POSITION SECTION 'X .049 WALL 7y16' BOLT 3 16 i _ 142" � J2" , W2I 2- F IOS.M.SCREWS L- I I/4 "XI "X 115 "X V2" PURLIN (SHOWING CONE :T.ON AT EA. END OF SE PURLIN) SLAT DETAIL VALENCE _ 6" SEE SCHEDULE FOR THICKNESS 4" 9L16" ROOF SLATS PURLIN VALANCE SEE SCHEDULE FOR THICKNESS SECTION 'Y - Y' T 1 RUM MINOR AWNING CLOSED • r - -- AWNING OPEN TO LOCI AIMING IN STORM POSITION, IINNOVN CAMEL BACK PIN OR BOLT, KILOCAT1 awls, FOLD AWNING DOWN AND RIPLACI CAMEL BACK FIN OR BOIS TRRO VAL►ICI. .060" EXTRUSIONS /10 S.M. SCRq HEADER HINGE DETAIL WING DETAIL 1-0 S.M. SCRIM 18. SLAT CAMEL BACK 56 71" Min NINON 434 1 7 VAIANGI SUPPORT ARM 3/4 "0.D. TOUR .04 2- A1CI0RS MCA. CAMEL BACK / ADJUSTIMWP ROLES - 7 /8 "O.D. TUBS .049 "111ALL 8' ROLLED ROOF SLATS 2 -/4 S.M. SCREWS ! EA. T0B1 ROOF SLATS- CAIKL PACE .GPO POLDRI) PL. 1."018. PIN OR BOLT CAMEL BACK DETAIL ;USS1T KATI I-/4 S.M. SCREWS 753208L PURIM( 2- 8301.33 (SEE PURLII DETAIL) iMIER ANCHORS SHALL BN LOCATED AS SRO3H. ` 4.1Sa_ 56" willful' PLAN OF AWNING OVERHEAD .:R14 7/8" x .04"" WITH 2" X 1/ X 2" CAI.e.LOACE CONMEC ?BD BY }" - 20 BOLT PUSH BUTTO? STRAP P.INGE 1'x.040" o 4 -08 S.N. SCREWS /8 "sK. BUTT JOINT TUBE .040' .04 GUSSET — - - 381.1. PLATE 4-F4SM INSIDE EVERY 3ro I - - - r SLAT 3-7/16" 1 - yP. S.M. 3CRE'A EA. SLAT 578003RED ALL PORLIRS PURLIN }" ROLES FOR CLOSED POSITION SECTION 'X-X 244 P E8. 5/8' 30. TUBE DETAIL OF ROLLED ROOF SLAT —.a I.- }' .--VALANCE PURLIN i -Midi 1." -20 BOLT PURLIN '>• I" 9/16 SECTION 'Y -Y' ROOF SLATS PURLIN SPACING SCHEDULE PRO,ISTION 1 4 8 " 16" 48" 56" 56" 'n" 71' 16" 14' 71" CONCRETE M1071. 70 46' 56' 46" 5 6" 45' 52" 56' 16" 16' 1 4" 16" ANCHOR BCB1OI1 1 MO I { DAT"l 18' 15" 18' 14" 17 " 14' 15" HOLLOW WALL WOOD MAIL !RCM TYPICAL 18' 12% 12' u' 17' 13' 12' ALUMINUM ALLOT OP AWNING COMPONENTS OR AWNING BUILDING MEET. ROOF SLATS 5 3�1 BOLTS 204 24 AIUM NGNG 5003 -M1 PURLIES 5 - ALL AWN SIZES SHOWN ANN MAX. MSS= SIZES NAY BM MD . T83 JALCO 30338STRR CATALINA AWNINGS URN D18IONED AND TISTND IN ACCORDANCE SITE TOE MRTROPOLITAl DADR COUNTY BUILDING AND ZONING DKPARTIIIT POLICY FOR PLANT PRODUCED PRRPABRICATRD RIGID AWNINGS, CAN - OlI1R AND CANOPY SHUTTERS, DATED OCT.10,1960. BASED ON SOUTH FLORIDA BUILDING CODR. AWNING ARMS MAY B1 MOUNTED OVERHEAD 0SI30 3831 FITTINGS AND DIMENSIOES. TIM FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNIIOS t LC JAM). I1C. CIRTIFIES ?RAT TES ALLOY AND NUT ?RKATIME? OF ALL METAL I1 THIS PRODUCT CONFORMS TO TIM SPSCIFICA ?IONS CONTAINED IN ?NE PLANS SUBMIT.= FOR PNRIIE COVERING THIS INSTILLATION. THIS AWNING MUST B1 CLOSED AND =CUM TO TIN WALL DURING • HURRICANE WARNING OR ALERT JORDAN 103 } 1}" LO SCREW OR } " -20 SUPER GRIP OR }" X 1 }• D.B.L. ACKERMAN JOHNSON -20 1.030 • 1210 TOOOLN SC31W ANCHOR I0. 10 -1 +' LO. WOOD SCREW 001 A"VMSON CARR SMITH St ASSOCIATES 6 2 7 SM. 27 t A AVE., MIAMI, F L O R I D A C O N S U L T I N G E N G I N E E R S GNKG/ DAT(• JALCO, INC. 745 N. W. 54th STREET MIAMI, FLORIDA CONT /•CTOR /NALL VERIFY ALL 0111 "NSIO"1 AT WT" K"0"" PROCE EDING MRN "OA". NIL" 110. M""T MO. 6522 I of I SUNMASTER CATALINA 56" BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING ❑ PERMIT Np 9928 Contractor's o� ROOFING ❑ License No. Owner of Building Architect Contractor or Builder _1•f .d , '7 '' Legal Lot Description 11 B1 Address of Building 4 �f CONTRACTOR or BUILDER Work to be performed under this Permit Subdi- vision Sq Ft Value of Project • /Z e.--c4- Date 19 4 g r r 5 1 Amount of II Permit $ •- This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed i �� / ; ' ■2 (INSPECTOR) BY In consideration of the issuance to me of this permit agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, d ings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. • .{ t .l BY AUTHORITY Mortgagor Date' Y ' 2 - ` 0 0 Job Address I Net N. ) Tax Folio 11 " '62. -af;°' d1 Legal Description Mt Ault 't -tOR 3£C. l- a M (15 V e 1 Q-7o CU'1 l 70 € LK 'LO � / Lessee / Tenant J 04414 l P A i-(C FS 4 C f LI Kier Master Permit # ttrr np S`f Owner's Address �� 1`t Il0 i �'�tl� N1A �Jf -i0(5 l T( 3�j (1j�j Phone SOS 15 -502 Contracting Co. r 6 t WKttt4C5 Address '24 10 �� 5T j\iltAM1, 1. >3125 Qualifier J_ 00115 C. %' L i4 C11 ss# - Phone ' 4 C 4S � L State # Municipal 01: Competency #Obnao',225 Ins .Co toLC -Sct.c [kt5up,.s,cc, Architect nginee WA pt SUu�t�-tkLisom9 Address 1'2 q`L.�e ` 5.G1 133 , � t �Iwl . �1 t ��- � 1, Address N GR Bonding Company PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION f 130R1 t\OOtTtct To tAILKVotE OoOt..5 may, ° Square Ft. f e ( 641 Estimated Cost(value)1 `l tn1c ✓ - C WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. of o er and /or Condo President OFFICIAL NOTARY SEAL BRIAN G KING C . . _ •. ■. l /0 rCGatittbs I dtt e1®ident272 MY COMMISSION EXP. JAN. 16,2o1 Si nature Date: Notary as to Owner an My Commission Expires ** * APPROVED: Zoning Building FFICIAL NO A'' BRIAN f; KING UBLIC STATE OF WAWA 2001 Signature of Contra er -Build Date: * * * * * * * * * 1 Notary as to Con ra My Commission Expir FEES: PERMIT RADON C.C.P. 1 NOTARY ctor o O wn TOTAL DUE * * Fire _ Other / q1/9/P 0 Electrical Mechanical Plumbing Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. l - � - - 0 � o - 01 12-(080 STATE OF FLORIDA: COUNTY OF DADE: OOR 157573 2000 APR 04 11:1)4 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1 " �t h )41 HO NE`✓ L. A my to r7C) Lo15 c Tic t5us. 2a 2. Description of improvement: f i-1fk,I \lG 4 al N Gt .001 t0 1 (d WI I.( OO S T7Oo j 3. Owner(s) name and address: J 0 b-( ft.-( Y1 E 1 t N'{ 13 N- . c iC 5- �- %4 tsNt 1 E5 L 3313 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: f F (ot.4 Ac 4,W f-k 1 C1 Set 10 NA W '7JT 0∎4IAM(. 'FL ?3t'2 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: N I'� 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sig r (cure o1 Owner Print Owners Name 0 h t°`Jrl Q Prepared by: Barbara B". King Sworn to and subscribed before me this 2 8 da7ot Feb . ,1 0? Notary Public zda-A-1 Print Notary's Name .• i b?tf4c B My Commission Expires: FICIAL NOTARY SEAL --- BARBARA!) KING Y PUBLIC STATE OF FLORIDA 0.617153 MY COMMISSION EXP. FEB. 10,2001 $TATS OF FLORIDA, COUNTY OF DADE I HE%<<9Y CERTIFY that this s a tru cop day of ono,n• Cited , : :his ofheo on L-r A D 20 » v r L :S hand and Official Seal. ' of Circ t and Courts WdR' L i�11L ra .C. Address: 3470 N.W. 7 Street Miami, Florida 33125 123.01.52 2/93 • Design Wind Pressure for Canvas Awning Anchorage MEAN ROOF HEIGHT < 60ft Wind Code: ASCE 7 -88 MIAMI SHORES, FL Exposure Category: D Wind speed (mph) V : =75 AWNING RELEASED /REMOVED FROM FRAME Importance Factor I := 1.00 Mean Roof Height of Building (ft) h : =15 Height of Awning above Ground (ft) h g : =15 Canvas Release Design Load = 10 psf a := 10.0 Zg: =700 qh := 0.00256 •Kh.(I.V )2. Ib ft D =0 G = 0.65 +3.65.T G 1.15 F : =qh•G Z C f F max := F 10. lb ft 2 max F max F design 2.35. D o 2 T := T 0.14 1 h a g 30 F = 19.871 Ib•ft - F design = 19.871 lb ft2 1 2 h a Kh : =2.58 — Zg qh = 17.23 lb ft 136 NE 96 ST Kh = 1.2 C f:= 1.0 4/d UNIT #104 Tributary_length := 3.75•ft Projection := 3.75.ft H := 3.25 •ft 2 2 (2 Projection) 4.H + 16•H — •4( 2•Projection) + 16•H + .in, Arc_length 1 2 8'H ` 2•Projection 2 Arc_length = 5.12 ft L := 4Projection2 + H2 L = 4.96 ft Tributary area := Arc length •Tributary_length 2 Valance_height : =0.5•ft Valance_area := Valance_ height•Tributary_length Total_area := Valance_area Tributary_area Total_Load := Total_area• F design P : =Total Load P = 228 lb T Ar,Amount_required ten '_ Tension cap T Amount_required ten '_ Tension cap cei ceil \ Amount_required ten! ceil ' Amount_required ten = 1 2 Tributary_area = 9.6 ft Valance area = 1.88 ft Total_area = 11.5 ft Total_Load = 228 lb T P - T = 348.08 lb H AMOUNT OF ANCHOR BOLTS REQUIRED: W.A.SUTHERLAND, P.E. (Based on 3/8" Dia x 1 -1/2" Embedment Red Head) PE44353 12926 SW 133 CT. Shear cap := 2180.1b MIMAI, FL 33186 Tension cap := 1700•1b (305)255 - 1948 UNIT #103 x := 4.0•ft Tributary length := 8.75 .ft Tributary_area := x .Tributary_length 2 Tributary_area = 17.5 ft Load := Tributary_area•F design a : =atan' y ` x F x := Load •cos(a ) F y: = Load•sin(a) F= 155.511 lb AMOUNT OF ANCHOR BOLTS REQUIRED: (Based on 3/8" Dia x 1 -1/2" Embedment Red Head) Shear cap := 2183•1b Tension cap :=1700.1b Amount_required shear '= F y ceil Amount_required shear Shear cap F Amount_required ten .= Tension cap Load = 347.734 lb y := 2.0 ft a = 26.565 °deg F 311.023 lb ceil ( Amount required ten, 3 W.A.SUTHERLAND, P.E. PE44353 12926 SW 133 CT. MIMAI, FL 33186 (305)255 -1948 UNIT #105 x : =3.9•ft Tributary_length := 1 1.6•ft Tributary_area :=L •Tributary_length 2 Tributary_area = 22.62 ft Load := Tributary_area.F design a : =atan y x F x := Load • cos(a ) F:= Load•sin(a) F= 161.351 lb AMOUNT OF ANCHOR BOLTS REQUIRED: (Based on 3/8" Dia x 1 -1/2" Embedment Red Head) Shear cap := 2183•Ib Tension cap :=1700.1b F Amount_required shear '_ Shear cap Load = 449.471 lb y: =1.5 ft a = 21.038odeg F 419.512Ib cell' Amount_required shear = 1 F Amount_required ten := x ceil ' Amount_required ten = 1 Tension cap 4 W.A.SUTHERLAND, P.E. PE44353 12926 SW 133 CT. MIMAI, FL 33186 (305)255 -1948 ti 0 4101 U 1—' $IO2 .cos Aka i 1 I 0 Y2' S FrAgs (TYP F Gil L7.') II 0OTr. �TRI IE R ^ -TlR A vn_L/iNGE WI ►� 0 T LINE UP Ly TD P CC/E 0-02 op 4IOI 1O2 � SON IT ELEV1T 'go 1I- 1 " v, 103 1z1IG° PIGkSO� 77`16 - Ri. M Et IJ L rAI1JTED p StsorJZ_E #722 0 0 MIl�. I 'x I''x 2 %� r'L kola;- EP To Gr?s i^1MLL 3 5 " SL EEvE /9- fr-41E nowKJ) lq". I „ 2 , WELDED fa 2� - ATTACHII WITH 3/ SLEEVE . SIP vi jJ 34(all= II -011 ��ro mai vlivniin f/3 by Dade Canvas Products C 3470 N.W. 7th Street • Miami, Florida 3312 Phone: (305) 649 -4511 • Fax: (305) 643 -96 Pattern No. A, rr A. U r7 74 q Weight: t Color: 1 A p/i E A i i Finish: &c 0 -y Lt c, (411T 0 3� i� ?Le GENERAL NOTES: 1. All members shall be ASA Schedule 40 2. All other material shall be A36 steel (U.O 3. All welds shall comply with A.W.S. code 4. Cover all welds with corrosion resistant c 5. All structures designed in accordance wit load provisions of the South Florida Build edition) /ASCE 7 -93. 6. Awning covers shall be removed in period winds: specifically winds in excess of 75 7. Frames without fabric will sustain 120 m.p 8. All connections shall be fully welded (U.O. . All frames have been designed using ratio ■ IV. A. Sutherland, P. E . PE 44353 (Structural Engineer) 12926 S. W. 133 Court, Suite A Miami, Florida 33186 (305) 255 -1948 Fax: (305) 255 -0831 . ELg D I.KSotJ # rNc ME,J i2Kr)NZt 22X12 4'1= r, �It \/IEJ ( l -0 l4 t "" 2" STL. FL WELDED TO HEAD PIPE 2 6 O. C. 8 ATTACHED TO WALL WITH 3/ 3" RED HEAD SLEEVE ANCHORS tAPTE MIS. % I I X Z�� - ;L. pL. krik 6 t-1 E D - r (- �1d LL Ly/ I 3 6 S SLEEVE "•i!z.:,= r ; (li'P. (PLlT I tl FABRIC LINE LACE BAR WELDED TO BACK OF RISER LOAD CAPACITIES FOR LOK/BOLT IN CONCRETE Embed. Torque 2000 psi 4.000 psi 6.000 psi Sim Depth (ft -ibs) Tension Shear Tension Shear Tension Shear 1rY S8' 3/4' 2.1/4' 2.314' 3318' 28 6o 90 1.190 1.590 2.200 3.500 4.060 5.530 1,520 1.440 2.015 1.750 3.070 2.700 4.050 9.950 15,215 5.015 8.345 9,135 1.830 2.015 3.250 6.372 10,255 18,815 1.730 2.110 3.300 5. 275 6.725 11,900 1.670 2.105 3.365 6.145 10,620 16,725 1. All members shall be ASA Schedule 40 pipe. galvanizd4 2. All other material shall be A36 steel (U.O.N.). LOAD CAPACITIES FOR LOK/BOLT IN HOLLOW BLOCK Size 1/4' 5/16' 3/8' 1/2' Embed Torque ASTM C -90 Block Depth 1 -1/8' 1 -1/2' 1.1/2' 1 -1/2' (ft -Ibs) 2-4 8-8 12 -18 22 -28 Tension Shear 1200 1 430 1,700 2.460 1,700 1 970 2.160 2.840 GENERAL NOTES: uea� PIPE it 4 LACE ROPE 3. All welds shall comply with A.W.S. code (latest edition) 4. Cover all welds with corrosion resistant coating. 5. All structures designed in accordance with the wind load provisions of the South Florida Building Code (latest edition) /ASCE 7 -93. 6. Awning covers shall be removed in periods of high winds: specifically winds in excess of 75 m.p.h. 7. Frames without fabric will sustain 120 m.p.h. winds. 8. All connections shall be fully welded (U.O.N.). 9. All frames have been designed using rational analysit - W..A. Sut her rand, P. E . PE 44353 (Structural Engineer) 12926 S. W. 133 Court, Suite A Miami, Florida 33186 (305) 255 -1948 Fax: (305) 255 -0831 YJY O - 7 L 3 -J 0 I I W rRorif `11r LOAD CAPACITIES FOR LOK/BOLTT" IN CONCRETE Embed. Torque 2,000 psi 4.000 psi 6,000 psi Size Depth (nabs) Tension Shea Tension Shear Tension Shear 1/2 5S8' 3/4' 2 -114' 2 -3/4' 3-3/8' 28 so 90 1,190 1,590 2.200 3,500 4,060 5,530 1,520 1,440 2,015 1,750 3.070 2,700 4,050 9,950 15.215 5.015 6.345 9.135 1.630 2.015 3.250 6,372 10,255 16.615 1.730 2.110 3.300 5.275 8.725 11,900 1,870 2,105 3.385 8.145 10,620 16,725 LOAD CAPACITIES FOR LOK/BOLT IN HOLLOW BLOCK Size 114' 5/16' 3/8' 12' Embed. Torque ASTM C -90 Block Depth 1.1/6' 1 -1/2 1 -1/2' 1 -1/2' (ft-1b3) 2-4 6-8 12-16 22.26 Tension Shear 1,200 1 430 1,700 2.460 1.700 1 970 2.180 2.840 l '4aI " " STL. 4. WELDED TO HEAD PIPE 2 -6" O. C. ATTACHED TO WALL WITH 3/8% 3" RED HEAD SLEEVE ANCHORS DE \P EIAJ X1 ioi) I � 7 GENERAL NOTES: 3UI�DI'rJG 4201 I GI 1. All members shall be ASA Schedule 40 p pe, galvanized. 2. All other material shall be A36 steel (U.O.N.). 3. All welds shall comply with A.W.S. code (latest edition). 4. Cover all welds with corrosion resistant coating. 5. All structures designed in accordance with the wind load provisions of the South Florida Building Code (latest edition) /ASCE 7 -93. 6. Awning covers shall be removed in periods of high winds: specifically winds in excess of 75 m.p.h. 7. Frames without fabnc will sustain 120 m.p.h. winds. 8. All connections shall be fully welded (U.O.N.). 9. All frames have been designed using rational analysis. . l� u 4104 W. A. SutherCand, P. E . PE 44353 (Structural Engineer) 12926 S. W. 133 Court, Suite A Miami,. Florida 33186 (305) 255 -1948 Fax: (305) 255 -0831 Z — 7 Q tkj V)