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BLDG1407-0044-ApplicationZc) B City of Parkland Building Permit Application www.citvofoarkland.orci Contact Person: Richie Roberts Phone #: (954) 271-1403 E-mail: .F1c1,1 • �0�5 Pe+�vh� c•1 ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO F.S. 713.135 Company Name The Home Depot at Home Services Master Permit Number ,?'/)2 CO Business Address - 674 S. Military Trail Date - /q/ 9 _Q6/2o/2014 , City State Zip Phone # Construction Value 3Z(, 53 Deerfield Beach, FL 33442 (954) 271-1403 Engineer's Name Property Owner's Name Eileen Cirri Engineer's License # Owner's Street Address 8197 NW 122nd Lane Phone # City State Zip Phone # - ` Architect's Name Parkland FL 33076 (954) 340-7230 Architect's License # Job Site Address 8197 NW 122nd Lane Lot 22 Block E Phone # Work Description: TN5j',p t 1 S 7 A CCo\2QI Or. 5 hi uTTcRS Application is hereby made to obtain a permit to do the work and installation as indicated, l certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all laws regulating construction in the City of Parkland, Florida. I understand that a separate permit may be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, SHUTTERS, ETC. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCMENT 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 Contractor Notification E-mail: Print Name of Qualifier/Builder Boysie Ramdial License number: CRC046858 Signature of Qualifier: 6n thisday of 2 , before me, the undersigned Notary Publi pf th ate of L . a, personally appeared L �.� ��L . whose name is subscribed to and within the st - • ent, and he/s acknowle..es thathe ex uted it. R,. TED NAME SiIh-&-141 ersonally known to me O Oath taken O Produced identification 0 Oath no taken ciLJZABETH MORA '_OTARY PUBLIC STATE E OF FU$ID NOTARY PUBLIC SEAL OF , ICcrr.-r.?EE1771132 OFFICE: Ibpiree 3/11/2018 Application Approved By: Permit Officer Property Owner Notification E-mail: Print Name of Property Owner: /'/c-ec•J Owner's Address: 31q7 Nw Sigry3ture Of Property Owner: On this day of JJ (y' 20 before me, the undersigned Notary Public of the State of Florida, personally appeared C,,T, and whose name is subscribed to and within the instrument, and he/she acknowledges that he/she executed it. NOT PUBLIC, ?ATE OF FLORID PRI NAM OF NOTARPY UBLIC 0 Personally known to me C Produced identification , 0 Oath taken 0 Oath not taken NOTARY PUBLIC SEAL OF OFFICE: Date: ANA M.TORRES • EE M047, Vv C�r,r ,c,,,0., E. o'•ee July 07, 2015 PERMIT TREE City of Parkland PERMIT NUMBER BLDG1407-0044 PERMIT NO SUB -PERMIT SUB -PERMIT SUB -PERMIT BLDG1407-0044 Cr t* STATUS FEES CHARGED JOBVALUE SHUTTERS APPROVED $673.36 $32,693.00 1 DESCRIPTION APPLIED ISSUED FEES PAID BALANCE DUE ACCORDIONS (57) 07/09/2014 $90.00 CIRRI,EILEEN M $583.36 FEES PAID BALANCE _nUE JOBVALUE $673.36 $90.00 $583.36 [3°' Drintiarl• crirlm‘i ha., 1 nf 1 $32,693.00 v .49"1711111 1 \-1 t INSTR # 112360365, OR BK 50871 PG 123, Page 1 of 1, Recorded 06/19/2014 at x)3:55 PM, Broward County Commission, Deputy Clerk ERECORD Penh( ii forma t !'T (-3 1-l%c- /70c - NOTICE OF COMMENCEMENT Tan trnderlian.d hereby Volt mace tlrat taRrbr.eraat rrNt ret Plant to comate.* reel property sot Irc axorwat.oih CMptsr rim, Florida sianrlaL ere awror.ing arltxmaaoa la prartateistheaetsgcasfC...• 1. 119.1 pteer:paon MPrWt1) DUOS Mena aralteat Lei 22 ieoca Sspartees 1 feti.atlla7arwc +r' i @ r 1./ + 121, Gerona areroylpton of i,sprotensrrt; I MPnc7 t„r rllDvw S 3. a. Owner nafie and addRaa; b. Inhtsat a pr pertly Dam arra ratans* of w. simple yeebet6.r1M Omer tram or.aoer <, a. COatroter some arg asaraaa: VI -E Home . _=S71rlw'_ 51.ae.r d td *_._._ LD=OOftaY M0.t attached Pac ,...tl t- i 1 cY7 6 $ r.,arr 51-1urrr-e �•iRk-1 9') /U6✓ /zzk S'cp.t,r J' 33���, (• to •oltaactofa phony nwilear: CO y 4 • S.lttynanrt one seams: b. tremble phone aurae: a Amovnt of book e L tAttdarMAIO andaddlaa3: b. Calder's peals alwmw: s ll.L epor,. r i SeczyIce t 51-.379-/sZ io /z� 1 er r-; CDC F) 334'yZ- 7. tt Parana trahln res ZOO M Retide aralgorad bTOtmarupon *beet mikes ar vane erco otots may a er,.vd a wooded bySoerle•itNI F7.Ffe,ldePotutos: attest Adam= A !bona masa: O. S. be adaridu m teensMlarhamlet, ra.OrwerdwlAnate. tomato asort atUmbra Raba Orr o all771730W4.0940 it_Phoe.mimeatwon a!rtrlybrapnapalepcoot . . 4 Deptrarlee am or meta oreesto .am.nt: ple.ytraaaae0 t yatr aan a's ago otMCaAra iotas Moe arta n swam WARMS TO Ott: ANY PAYMENTS MADE BY THE OWNER AFTgR THE FSC'r IRATICN OF THE NOTICE OF CO:1MENCEAteT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 71$, PART L SECTtOI 11113, FLORIDA STATUTES. ANO CAN RESULT fM YOUR RAYING 11MCE FOR BaWROV IAE7JTS TO MA Pf2orERTY, A NOTICE OF COMMENCEMEHT MUST ere REGORGED MD POSTED ON THE JOS SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT NM YOUR LENDER ORAN hero NEY BEFORE COMMENCING WORK oR RECORDSNO YOUR NOTICE OF COWEN CEMENT. Sdhtrraasflt 04Oaa1011 SY ESA Run TtdefORIce • .,.,..,rote BTATECF fitHtwA cOUHTY CPBROOIW;° \ Tr. 1005i1 umenteradaw,ts4Ytm estaevi. Ll« a `.) Nb for ❑ Promo* orriF#roctatal elelMarOmpeortarra-aboc Com-- DR. Mocha the -' try 'r'1 f Delo Hcxr ,Ette NOON moofieb t,7'1 bt t br ry 7 -Tunic .Petitt2e ly G-eAc.tfil r - 33W1'1Z 1 ey j3rodirkkaig, or O. Sign:ttds PfNNerrPvAdc: t,;lttde.: • COM) 3II_,t Lr • .Her:, 't . _ a . 111+ throne petratMa etpaqury,1 Ottawa mat I hate rod ins lwaavtga 5Mt rpt the recta stabil 1n II w orae. to Ile awe cm 4. ebwrap ins ewe sinl m Oente,tal eroarrtt:STFlp gtwa` ,, . . „ _Melon ntor Mae stated wove: 7 RICHARD NO CRS STATEOF FLocuctq . Co m0 6E204002 EXPIroe 6/4/2018 Olt ltfamalar•.aaardr a.a.+au.oraa I1I1 23 24 25 22 Kitchen Bed C 0 21 16 20 Patio 19 18 17 Living Room E33 LI 32 31 29 30 Entry 1 2 Pavers Bedroom 6 26 27 28 7 3 4 5 Garage 15 d 14 Q13 12 11 10 9 8 Required NOA 1ST FLOOR Item 1 Accordion shutter 44 x 72 +39.5/-43.0 14-0129.13 Item 2 Accordion shutter 34 x 72 +40.3/-43.8 14-0129.13 Mean roof height 23' Item 3 Accordion shutter 34 x 72 +40.3/-43.8 14-0129.13 Roof slope 4/12 Item 4 Accordion shutter 34 x 60 +40.3/-48.3 14-0129.13 Building width 51' Item 5 Accordion shutter 34 x 60 +41.0/-44.9 14-0129.13 Building length 78' Item 6 Accordion shutter 34 x 60 +41.0/-44.9 14-0129.13 Item 7 Accordion shutter 34 x 60 +41.4/-55.4 14-0129.13 Item 8 Accordion shutter 34 x 60 +41.4/-55.4 14-0129.13 APPROVED DESIGN PRESSURE +60/-60 Item 9 Accordion shutter 62 x 70 +38.4/-41.9 14-0129.13 Item 10 Accordion shutter 62 x 70 +38.4/-41.9 14-0129.13 Item 11 Accordion shutter 32 x 36 +41.0/-44.9 14-0129.13 Required NOA Item 12 Accordion shutter 32 x 36 +41.0/-44.9 14-0129.13 Item 23 Accordion shutter 84 x 72 +37.6/-41.1 14-0129.13 Item 13 Accordion shutter 32 x 36 +41.0/-44.9 14-0129.13 Item 24 Accordion shutter 84 x 72 +37.6/-41.1 14-0129.13 Item 14 Accordion shutter 32 x 36 +41.0/-44.9 14-0129.13 Item 25 Accordion shutter 44 x 72 +39.5/-43.0 14-0129.13 Item 15 Accordion shutter 125 x 96 +37.0/-46.7 14-0129.13 Item 26 Accordion shutter 44 x 72 +39.5/-43.0 14-0129.13 Item 16 Accordion shutter 82 x 104 +37.0/-46.7 14-0129.13 Item 27 Accordion shutter 34 x 48 +40.3/-43.8 14-0129.13 Item 17 Accordion shutter 56 x 82 +38.4/-41.9 14-0129.13 Item 28 Accordion shutter 34 x 48 +40.3/-43.8 14-0129.13 Item 18 Accordion shutter 82 x 104 +37.0/-40.5 14-0129.13 Item 29 Accordion shutter 34 x 60 +41.1/-44.9 14-0129.13 Item 19 Accordion shutter 56 x 82 +38.4/-41.9 14-0129.13 Item 30 Accordion shutter 34 x 72 +40.3/-43.8 14-0129.13 Item 20 Accordion shutter 82 x 104 +37.0/-40.5 14-0129.13 Item 31 Accordion shutter 82 x 104 +37.0/-40.5 14-0129.13 Item 21 Accordion shutter 84 x 72 +37.6/-47.9 14-0129.13 Item 32 Accordion shutter 34 x 72 +40.3/-43.8 14-0129.13 Item 22 Accordion shutter 120 x 84 +37.0/-46.7 14-0129.13 Item 33 Accordion shutter 44 x 72 +39.5/-43.0 14-0129.13 I'o't- C`c 54 55 56 57 r 53 52 Bedroom Bath Bath Bed 34 35 Hall Bed Hall c 0 D C 36 42 41 40 39 38 37 43 Required Approved NOA Item 34 Accordion shutter 34 x 72 +40.3/-43.8 +60/-60 14-0129.13 Item 35 Accordion shutter 40 x 104 +38.5/-42.4 +60/-60 14-0129.13 Item 36 Accordion shutter 34 x 72 +40.3/-53.2 +60/-60 14-0129.13 Item 37 Accordion shutter 34 x 72 +40.3/-53.2 +60/-60 14-0129.13 Item 38 Accordion shutter 34 x 72 +40.31-43.8 +60/-60 14-0129.13 Item 39 Accordion shutter 34 x 72 +40.3/-43.8 +60/-60 14-0129.13 Item 40 Accordion shutter 34 x 72 +40.3/-43.8 +60/-60 14-0129.13 Item 41 Accordion shutter 34 x 72 +40.3/-43.8 +60/-60 14-0129.13 Item 42 Accordion shutter 44 x 72 +39.5/-43.0 +60/-60 14-0129.13 Item 43 Accordion shutter 40 x 104 +38.9/-42.4 +60/-60 14-0129.13 Item 44 Accordion shutter 44 x 72 +39.5/-43.0 +60/-60 14-0129.13 Item 45 Accordion shutter 34 x 72 +40.3/-43.8 +60/-60 14-0129.13 item 46 Accordion shutter 34 x 72 +40.3/-43.8 +60/-60 14-0129.13 Item 47 Accordion shutter 34 x 72 +40.3/-43.8 +60/-60 14-0129.13 Item 48 Accordion shutter 44 x 72 +39.5/-43.0 +60/-60 14-0129.13 Item 49 Accordion shutter 44 x 72 +39.5/-43.0 +60/-60 14-0129.13 Item SO Accordion shutter 44 x 72 +39.5/-43.0 +60/-60 14-0129.13 Item 51 Accordion shutter 44 x 72 +39.5/-43.0 +60/-60 14-0129.13 Item 52 Accordion shutter 44 x 72 +39.5/-43.0 +601-60 14-0129.13 Item 53 Accordion shutter 84 x 72 +37.61-41.1 +60/-60 14-0129.13 Item 54 Accordion shutter 44 x 72 +39.5/-43.0 +60/-60 14-0129.13 Item 55 Accordion shutter 32 x 44 +41.1/-44.9 +60/-60 14-0129.13 Item 56 Accordion shutter 32 x 44 +41.1/-44.9 +60/-60 14-0129.13 Item 57 Accordion shutter 44 x 72 +39.5/-43.0 +60/-60 14-0129.13 44 45 Family Family 46 Family r 50 .3 51 47 2ND FLOOR 48 49 Mean roof height 23' Roof slope 4/12 Building width 51' Building length 78' 2014-06-17 14:12 6356PR 9549353272 r CONSULTAKI% w w tti z a 1_ a U V w w 4- ✓ z mu. • f� -J LU • 2 Q a o .J 5 U.] Q. U L� w E- a • W' 0 0 N Extrusions 9549353272 » Home Depot AHS P 5/18 1I I N \ .,2! ,,1 I m' L I 1 ' 1-1 D ia I 1 w1L:1 P. i ` f..3( 21 1ts Ni + 1 Ni c � �I iR3 a .4• LL } ' 1 I '� '' I11 x m 7,:,,1 4 c ni y \t,,1,� L, c t R1 ; git�4rz=i C D N C ti m a c ��1 N N 1 ,, 1 i ai 9, m 1 Si \ I. rl� z fi a�,D 1 ( I 1 sf1`a ,1 ft, ` I� 1� I 1 '4-- tt " �d_1 1i 1 1 A fiaa i 1• t... C - ` Nf >1! V ❑ Qi r .. O Li.. W r 'z.R' m 3 1 1� m 3 I o tl \ C P L f t iO 2 e V y'Q O r LV • 1T o u" i) oL oa o .2Q,8ia w3s's g ,f c 1E0 r r - . o(� � wQ� 12: r(\) — -J` ,maV Ayo=i N D g • h 1 { r � wzwmY t ac..i� (H\.° 0 <-0ON C`it\'in v\ -moo a 4, ori _T_ 1 _t__1- 1 I f 1 c-3- ti riIMM N'2sn;.9tgIMMM�f,, if Pril1 -' Ni e� Y I .A L �.� W G �1 �I ' CUSTOMER SIGNATURE 2014-06-17 14:16 6356PR 9549353272 F ----T r- Build out Depth u P 1 9549353272 » T -- _L FABRIC, AND SHUTTERS SPECIFICATION SHEET STORM PROTECTION PANELS en S U a '1 0 n a U c\1 rl 1 c-4a----ttzQ(C1 \cijr1,21g ; v.„ k-b.ii.crIc;r?, -4-i_ 3-4...• --1-1-4-Lt,r,..1- r,l... ,IL -. ;1 i LI .3 A i r..„—] c.._ k.,1.), g t...'3 4 iD 4\ 41 L'c L:1 ,J -,) 1I i ..311=1 n - `r 1 '31 �-i �a a " .oI v » ''c (Zr..__ t c�i '� Jl �j' 1 Ki cJ NiN NN NN N N(V NAMg Home Depot AHS I O U c 4 O k y V) V a s4 ,.,:ii m m .0CD o TA P o Z d Tib' ' - _y :,!1:;.1-4 c m b G .-. E L4 P o a r m t m !n Lm. m � c c' C n a c m o a m m. n 2 1 r 3 c v m c�� C. �n E; L s ''i m m E o ,,J O C b G ' . 5 °p) , 012 S k m: 11 m 5 m m .a _ ad a Vg m s r Ja- �' — t Q TI m� ; F m m m ,1 I G4t ag8E$ f IO SII Otm, 1 a' = u ` o , E om o ti 1 2 -GV DOjO l' yE~Z5cE1 Qa SVmy0&tF 31 P 6/18 0 0 uI a 0 1 u w 4 c w } U CUSTOMER SIGNATURE 2014-06-17 14:17 6356PR 9549353272 4 a j J SPEC SHEET 1_6 _6 9 AN1. J fi +Fi. STORM PROTECTION PANELS, FABRIC. ANO SHUTTERS SPECIFICATION SHEET V' I 0 M 0I Build out Dapth ot N 4544353272 » Home Depot AHS P 7/18 Nsi N L� o f - 14,14 cy c e w s ,1 : ,q f a • it F I 8 r� ET i Li EUi 73, VI r °1 m Zi m = m , S m o` m • m{ r a m S T _ N O 721T; = c € m E4L. t "+ m a _ • 5 c 4v£ c w J a 4 C y m B PI X L Q i Z m m V N1.. 0 _ C L p,`0"€.gym' 9 y yO Lt G U C 6 u Ci C p o (/J L w o °1 n= UPti n o n� � ."D -' i Al IC i O zf ut m Y 2 CUSTOMER! 2al I CUSTOMER SIGNATURE STORM PROTECTION PANELS, FABRIC, AND SHUTTERS SPECIFICATION SHEET SPEC SHEET N 16"T t (a USTOMER• } I-. EU-) ` VZ e i JOf3 dt:� � CONSULTANT: Ce/r—INWL- Extruslons hinlshea Size of Barrier i Ill Toter (WI OR Square- Foot Total Style Color Location Merl 1NMh Inches Hei s! Inch�e (SOFT) I IieederTT,ack r iv s 1\ 2-- c f� 2 22-• S 2 Ar A� 2 72_ 7%Z.- O s : AS iki Y e 4—S;---1 V . 2 • 77_ ZZ 35 - S_ -a -v,-r 1c1- 32 kfy 1 1 le SS 3 15 16 SPECIAL CONSIDERATIONS: 'L-,! .fir- PATE. J,/ SII! Trock (LF) Build out Depth L,Aagle (LFI Spec Sheat Components: UI Total (DI) 1 Sguare Foot Total (SQFT1 -provide 6-e UI for panels, Ha -,arras a Id colonial s•tutlere: and SC)FTfor Acco•diois and Humcano Fabric. Square footage Is calculated Rif -Ms -heti viclh (inches) x f-nlshed helg•1t (Inches) divided by 144 inches Header Track - .Add 6" to the lir shed width c' :ha banter for panels and shctters and 4' for tett c. 8111 Track - Add 6' to the 9nished width of the barrier for panels and shu:ters and 4•' far fabric. Build out depth - distance from the exteror well of the house •ed_ukec to evil d obstacles. Keep a minumr, ri of 3" c` space between the glass of he wincow arc the Shen'. P•otectlan. L•angla maasuremant - Add S' to the height cn he left and rght side of the Dante'. Mate•ial is used to aaE sides of the panels CUSTOMER SIGNATURE T I have r!awed and agree with ail the Job specifications above and the Special Terms and Conditions. 'AT Ir.T'r Fu.�Cyy:, 'ieYriW-ret T1G.}� « ZLZ£5£6,56 SHV zodaa awoH COCO 04/09/2012 - 4:42pm gabriels F:101 Project Files\_2010-MPS\400 Wind Charts\_Reference\00-MPS10-400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH 1 MRH <_ 60' 1 DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' Mean Roof Height (10) 0-15 ft 0 +37.8 -41.6 +38.3 -42.1 +38.8 -42.6 +39.3 -43.1 +39.7 -43.6 +40.2 -44.0 1 INTERIOR ZONE 4 PRESSURES 1 DESIGN PRESSURES (PSF) - ZONE 4 Tr'. ut: ea (Sq Ft) ,., �;. (1-5) 20) 25) 3F;„. -TO-.0 -39.3 -38.7 -38.3 -3,9'. d +36.8 +36.1 +35.5 +35.1 +34,7(;4.,34744. 41 -40.5 -39.8 -39 3 -38.8 3B ,8''`1 Z-13 16 ft +37.3 +36.6 +36.0 +35.6 +35,2 +34:90M84^;'6', - 41.1 -40.3 -39.8 -39.3 -3879"-¢ ; ;38.` k",F : 4.3 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3''+-35,0.'^+34.7 -41.6 -40.8 -40 3 -39.8 --”4 '4911.1 . -3&8-, 38 t,5: "", +38.2 +37.5 +36.9 +36.5 =+36.1'`1 +35'.?' +9514"'435.2 '" -42.0 -41.3 -40.7 -40.3 -39.24„ ",;39,,5."'912'1 "a;-3$;9, +38 7 +37 9 +37 4 +36.9 +36.5 +36.1 +35 8 +35.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 +39.1 +38 3 +37.8 +37.3 +36.9 +36.5 +36 2 +36.0 - 42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 22 ft I -44 4 -43.4 -42.6 -42.0 -41 5 -41.1 -40.7 -40.4 -40.2 +410 +39.9 ..-q.1.4. +3§4 +38.0 +37.6 +37.. +37.0 +36.7 CT) -44.9' r43.8....-43.0 '-42.401:41.g- -41.5 (-41.1 1-40.8 /40.5 23 ft 414, ;+40.3,(+39.5- , +38. *38,¢/ +38.0 , +37.6, /+37.31 +37.0 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 +40.6 +39.8 +39.2 +38 7 +38.3 +38.0 +37 6 17 ft 18 ft 19 ft 20 ft 21 ft 24 ft 25 ft 26 ft 27 ft 28 ft 29 ft 30 ft 32 ft 35 ft 40 ft 45 ft 50 ft 55 ft 60 ft I 1 -45.3 +41.7 -45.7 +42.1 -46.0 +42.4 -46.4 +42.8 -46.8 +43.1 -47.1 +43.4 -47.4 +43.7 -48.1 +44.3 -49.0 +45.2 -50.4 +46.5 -51.7 +47.6 -52.8 +48.7 -53.9 +49 7 -54.9 +50.6 -44.5 +41.0 -44.9 +41.3 -45.3 +41.6 -45.6 +42.0 -46.0 +42.3 -46.3 +42.6 -46.9 +43.2 -47.8 +44.0 -49.2 +45.2 -50.4 +46.4 -51 5 +47.4 -52.6 +48.4 -53.6 +49.3 -43.8 +40.2 -44.1 +40.5 -44 5 +40.8 -44.8 +41.2 -45.1 +41.5 -45.5 +41.8 -43.1 +39.6 -43.5 +39.9 -43.9 +40.2 -44.2 +40.5 -44.5 +40 8 -44.8 +41.1 -46.1 -45.4 +42.3 +41.7 -47.0 -46.3 +43.1 +42.5 -48.3 -47.6 +44.4 +43.7 -49.5 -48.8 +45.5 +44.8 -50.6 1 -49.9 +46.5 -51.7 +47.4 -52.6 +48.3 mm a m m 11 11 72 z th 9 � 0 2 0 N +45 8 -50.9 +46.7 -51.9 +47.6 £Tt'-OTSdNl-00 -40.9 +37 4 -42.6 -42.2 -41.9 -41.5 -41.3 +39.1 +38.7 +38.3 +38.0 +37.7 -43.0 -42.6 -42.2 -41.9 -41.6 *39.4 +39.0 +38.6 +38.3 +38,0 -43.3 -42.9 -42.5 -42.2 -41.9 +39.7 +39.3 +38.9 +38.6 +38.3 -43.7 -43.2 -42.9 .4- --42-2_, +40.0 +3$6- +39:78'9// -44.04g�y�_.,p3�.;, X1-,1 +40 3 +39.9L:+399 -44.3 -9i { n +40.6 +40,2! -+39.- - -. -44.9 -44.6-124.41,„ +41.2 +40.7 +40.-3- ^-+4O.01 :449.7 -45.8 ,9. 4.6-.d. +42.0 .+4t0-,.41/-1 +4t3.ee ."s' -47.1 -46 +43.1 +42.7 +42.3 +41.9 +41.6 -48.3 -47.8 -47.4 -47.0 -46.7 +44.2 +43.8 +43.3 +43.0 +42 6 -49.3 -48.9 -48.4 -48.1 -47.7 +45.2 +44.7 +44 3 +43 9 +43 6 -50.3 -49.9 -49.4 -49.0 -48.7 +46.1 +45.6 +45.2 +44 8 +44.5 -51.3 -50.8 -50.3 -49.9 -49.6 +47.0 +46.5 +46.0 +45.7 +45.3 1 EXTERIOR ZONE 5 PRESSURES 1 Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tributrry Area (Sq Ft) Jfeight 10 6.5) 60) 25 30 35 0 - 15 ft -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 16 ft -51.3 -49.3 -47 8 -46 7 -45.8 -45 1 +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 17 ft 19 ft 20 ft 21 ft -52.0 -49.9 -48.5 +38.8 +37.8 +37.1 -52.6 -50.5 -49.0 +39.3 +38.2 +37.5 -53.2 -51.1 -49.6 +39.7 +38.7 +37.9 -53.8 -51.7 -50.1 +40.2 +39.1 +38.3 +37.8 +37.3 -54.3 -52.2 -50.7 -49.5_ -48.5, +40.6 +39.5 +38.7 +38/; +3 -54 9 -52.7 -51.2 4 0 +39.9 +39.1 +38 1;+38 3.21)51.6- C40.Y -55.9 -53.7 -52.1 +41.7 +40 6 +39.8 qg1 Oki ca.47.5 +42.1 +41.0 +40.2 X396'`' 959iI 418.778.3 8'.0 377 -56.8 -54.6 -53.0 -515�' -4)91122Vg,,i1 8.5 -47.9 +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 -57 3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 -57.7 -55.4 -53.8 -52.6 +43.1 +42.0 +41.2 +40.5 -58.1 -55.9 -54.2 -53.0 +43.4 +42.3 +41.5 +40.8 -58.6 -56.3 -54.6 -53.3 +43.7 +42.6 +41.8 +41.1 -59.4 -57 0 -55.4 -54.1 +44.3 +43.2 +42.3 +41.7 -60.5 -58.1 -56.4 -551 +45.2 +44.0 +43.1 +42.5 -62.2 -59 8 -58.0 -56.7 +46.5 +45.2 +44.4 +43,7 -63.8 -61.3 -59.5 -58 1 +47 6 +46.4 +45.5 +44.8 -65.2 -62.6 -60.8 -59.4 +47.4 +46.5 +45.8 -60.6 +46.7 -61.7 +47.6 -47.3 +36.5 -47.9 +36.9 -48.5 +37.4 -49.0 -46.4 +36.0 -47 0 +36.5 -47.5 +36.9 -48.0 -45.6 +35.6 -46.2 +36.1 -46.7 +36.5 -47.2 +36.9 45 V -43.8 -43.2 -42.7 +34.4 +34.1 -44 4 -43.8 +34.9 +34.6 +33.8 -43.3 +34.3 -45.0 -44.4 -43.8 +35.3 +35.0 +34.7 -45 5 -44.9 -44.4 +35.7 +35.4 +35.2 -46.0 -45 4 -44.9 +36.1 +35.8 +35.6 -46.5 -45.9 -45.4 +36.5 +36.2 +36.0 --47,II_:46.4 -45.8 ▪ +36.3 8 -46.3 37.0 +3jy2, 47.3 X46.7 k+37.0 411 -47.1 +37.6 +37.4 3� 32 ft c�35dt 40 ft nREMARKS IDRWN,'CHKD o p INIT ISSUE GSS TSB i REV - ADJUSTED HEIGHTS GSS TSB 24 ft 25 ft 26 ft 27 ft 28 ft 29 ft 30 ft 45 ft 50 ft +487 55 ft -66.5 -63.9 -62.1 +49 7 +48.4 +47.4 60 ft -67.8 -65.1 -63.2 +50 6 +49.3 +48.3 DATE 03/05/12 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, i P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. " ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND +01 11IOPTFLLUR CCFRTIFI'PTIIIiI -51.6 +40.0 -51.9 +40.3 -52.3 +40.6 -53.0 +41.2 -54.0 +42.0 -55.6 +43.1 -57.0 +44.2 -58.3 +45.2 -59.4 +46.1 -60.5 +47.0 -50.7 +39.6 -51.1 +39.9 -51 4 +40.2 -52.1 +40.7 -53.1 +41.5 -54.6 +42.7 -56 0 +43.8 -57 3 +44.7 -58.4 +45.6 -59.5 +46.5 -49.9 +39.2 -50.3 +39.5 -50.7 +39.8 -51.4 +40.3 -52.3 +41.1 -53.8 +42.3 -55.2 +43.3 -56.4 -49.3 +38.9 -49.7 +39.2 -50 0 +39.5 -50.7 +40.0 -51.7 +40.8 -53.1 +41.9 -54.5 +43.0 -55.7 +44.3 +43.9 -57.6 -56.8 +45.2 +44.8 -58.6 -57.9 +46.0 +45.7 -48.7 +38.6 -49.1 +38.9 -49.4 +39.2 -50.1 +39.7 -51.0 +40.5 -52.5 +41.6 -53.8 +42.6 -55 0 +43.6 -56.1 +44.5 -57.2 +45.3 ENCLOSED STRUCTURE, FLAT TERRAIN BASED ON Kd = 0.85 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO (;!EPICT-TM8+.LWORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITIC -AC -CO 1 NKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO r �„; $;�Nln n "•.J 'j�NITH THESE TABLES. ��' • ROOF HEIGHT AS LIMITED ABOVE. 2. TABLES VALID 0 � �ff��� �t�:. M 3. TABLES VALID F. 4.LL4�R[ F ' x mAS. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHAISI� INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE Bt).'� NG ; r11'QOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFj y $E r'• ;�;c' a WT. 5. ALWAYS ROUNDUUi&`QO� I41 ' " „� �;s ABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUFAR+YT- >}�' :P,1 -IE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M7tFD-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD.Tl1IE:SP.AN„LF,rN,1GT.(t1b EIGHT? I.3).-USE"THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THi cbU EA B FWf N:STRUt FURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENTN ;Ap11�17. E�`.(�:'EIE`hj OS`i CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUNDTAY6UTARY�t3E •QOW 4 TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN°P B1ISHED, SE�TryE A" RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN 1 METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THES6 CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTEQJrIEREIN SH,ALtr ;: 1 CPATEB.AND VERIFIED BY THE GOVERNING BUILDING DEPARTM EI�Tr,AND.r VALUE USE I5 OFFER�E fEREIN.T„,; 5. THIS SPECIFICATIQ IS('N43'NTEry.QE I\LYEP' RA CERTIFICATION. REFS APPROVALS FOR DES VALUES WHICH IS TO . (4'7 OFFER ANY PRODUCT APPROVED ,BMITTED TEST CRITERIA AND OTHER 480W$k1A ONDINFORMATION AND APPLICABILITY OF THESE TABLE VEFUM114.,QTK,RVIN,ACCORDANCE WITH GOVERNING CODES. . ADHERE TO ALL L ti,IMPACttORO,'� . ONOsTEM ORDINANCES. 7. NO CERTIFICATION'IS F.FEREI,b'- FARVTNE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PRO iVT1S F.R)i'I EIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST. -1 iR1Z60,Cr/t 'DILdEDISIOilioRn4A°b QE:MRH, WHICHEVER I5 SMALLFEI"BUIP NOI,LE5ST,1„8).1°9-OF LEAST HORIZONTAL DIMENSION OR 3FT (lrm):-OSE•ZONE 9•TF-A•F•A1L-IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAx: (954) 354-0443 WWW.ENGEXP.COM CERT OF AUTH 49885 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE QF ACCEPTANCE (NOA) putter Tech, Inc. 7485 West 2" Court Hialeah, Florida 3301 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 ww«.sniarnidade.gov;econo.nv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer wilt incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Maximum Impact Bertha HV " Aluminum Accordion Shutter System I APPROVAL DOCUMENT: Drawing No. 14-004, titled " Maximum Impact HV 1 HV2 Accordion Shutter ", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated January 20, 2014, signed and sealed by Walter A. Tillit Jr., P.E., on January 29, 2014 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS - 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-1222.03 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAM •DADERE COUNTYWILAill NOA No. 14-0129.13 Expiration Date: 04/26/2017 Approval Date: 03/20/2014 Page 1 Shutter Tech. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-1222.03 A. DRAWINGS 1. Drawing No. 12-019, titled " Maximum Impact IIV1 IIV2 Accordion Shutter ", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated January 20, 2012, signed and sealed by Walter A. Tillit,Jr., P.E., on January 20, 2012. B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated January 27, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Metal Tech, Inc. to use the test results approved under Miami Dade County Approval No. 11-1676, signed by Ms. Legny Rodriguez. 2. Acknowledgment letter by Metal Tech, Inc., dated March 19, 2012, signed by Sieve Buzzella. 3. Letter by Tilteco Inc., dated January 30, 2012, signed and sealed by ILIr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 12-019) prepared for Metal Tech, Inc. is engineering wise identical to ASSA's generic drawing (No. 11-111). 4Ielmy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0129.13 Expiration Date: 04/26/2017 Approval Date: 03/20/2014 E-1 Shutter Tech. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 14-004, titled " Maximum Impact 1-1V1 IIV2 Accordion Shutter ", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated January 20, 2014, signed and sealed by Walter A. Tillht Jr., P.E., on January 29, 2014. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Asset Purchase Agreement. E-2 / Helmy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0129.13 Expiration Date: 04/26/2017 Approval Date: 03/20/2014 GENERAL NOTES: 1. BERTHA 41.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL 0011141E0T (PAIN) 11A5 BEEN VERIFIED FOR CO0PILANCE IN ACCORDANCE 1'/ITE 711E 2007 & 2010 EDITIONS OF THE FLORI00 BUILDING CODE TRIS ACCORDION 010101ER SYSTEN MAY BE INSTAL IED AT MGH \ELCCIIY HURRICANE ZONES. DESIGN WINO LOADS SHALL 06 OFTF1101000 AS PER SECTION 1620 OF TIIE ABOVE MENTIONED CODES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2047 660 & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 066 AN) SHALL NOT EXCEED THE I,LXIEIUI (A S D.) DESIGN PRESSURE RATINGS INDICATED UN 5110110 12 01100 17 & 05, 26, 28 & 2BA. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN 6100 LOADS DETERMINED PER ASCE 7-10 01011. BE FIRST REDUCED TO ASO, DESTON WIND LOADS BY 06111013180 THEM BY 0.6 IN ORDER TO COMPARE THESE W/ AUX. (AS.0) 0E01014 PRESSURE RATINGS 100IGTED ON SHEETS 12 THRU 17 4E 25, 28, 28 k 28A. IN ORDER TO VERITY THAT ANCHORS ON THIS PAD., AS 1E20E0, WERE NOT OVER 01RE5510, A 33% INCREASE TN ALLOY:ABLE STRESS FOR WIND LOADS WAS tig USED IN THEIR ANALYSIS. BERTHA H V ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOA) HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1826 OF THE ABOVE MENTIONED CODES AS PER ATL REPORTS: -ITV BLADE 0 /0214�.0l1-03, /0715.01-03, 11004.01-05, /1214.01-05 10317.02-06 AND 106'01.01--10 A5 PER TAS 201, 1A5 202 AND TAS 203 PROTOCOLS. -HV WINDOW BLADE WTY (0505.01-00 A5 PER IAS 201, 202 & 203 PROTOCOLS AND 0725 01. 08 AS PER TAS 202 P00101101 -RV BLADE U 10422.01-05 AS PER TAS 201, TAS 202 AND TAS 203 PROI00015. 2. NV BLADE O AND LN BLADE (DARE ENGINEERED TO WORK IN UNISON 611111 FICA OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZOITE 5 TO INTERIOR ZONE 4. EACH WIND CONE MUST BE CLEARLY IDENTIFIED 1N ACCORDANCE WITH SECTION 6, OF ASCE 7-05 STANDARD (FRC 2007) & ASCE 7-10 (F80 2010). ALL MOUNTING 0000(110110 AND FASTENER TYPES SCHEDULES MUST BE APPIIED TO THE CORRESPONDING WIND ZONE. 10115 SNAIL 111010DE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. 0011011A11011 OF 1'111/0 201401 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR 110 BLADED\ &®40001101011 SHUTTERS SYSTEMS FOR EITHER 1',1/0 ZONE SHALL OE PREPARED ANU CERTIFIEO Br A FLORIDA REGISTERED ENGINEER OR ARCH16001 BASED ON BUILDING CONFIGURATION AND ASCE 7 STANDARD, AND SHALL DE SUOA111TE0 10 THE BUILDING 00011101 AT THE TIME PERMIT IS APPLIED FOR. HV BLAl1E C AND HV WINDOW BLADE 0 ARE ALSO ENGINEERED TO WORK 114 UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 26. 3. BERTHA H.V. ACCORDION PINS ON 0000510), USED AT BLADES KNUCKLE 424D FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL DE / 140275 AND 1 1401.75 RESPFCIIVE10, 410-11T MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135,0 4,1 YIELD STRENGTH AND 180 40 TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA ITV BACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPIICATORS, REGISTERED WITH 1040640 N SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE IN MARKING ON THEIR 4(005. 4. ALL ALUMINUM EXTRUSIONS SHALL DE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. 1.10111,101,1 01E10 STRENGTH FOR 6083 -TB ALLOY T5 31.7 ke1 AND 35.7 ksl FOR 6005-15 ALLOY. 5. ALL 2101110 00 DE STAINLESS STEEL 304 0R 318 A15I SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 1'1114 10 Mel MIN 01016 STRENGTH AND 90 kel 1.114. TENSILE STRENGTH AND TO COMPLY IT/ FOC SECTION 2411.3.3.4. 6. BOLTS 10 BE ASAI A-307 GALVANIZED STEEL, OR A451 004 OR 316 SERIES STAINLESS STEEL 0110 35 kW MINIMUM YIELD SIHENI,11). 7, 3E0 THE F011010100 SHEETS FOR ANCHOR SP001060IIONS. HV 6114000: 11, 14, 15, 16, 17 AND 28A. ITV B ^^ LADE `J : 26 IN BLADE 0 & IA 010001NG IN UNISON: 13, 14 & 16. B. THIS BERTHA H.V, ACCORDION 01:11117ER SYSTEM BEARS A U.S. PATENT /6'770,582. COMPCNFNTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 15'458,170 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL 00 THE RESPONSIBILITY CF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED 10 INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, 0H87 FASTENING 114 CONTINUOUS CONTACT 141111 THE BUILDING TO PREVENT WIND/RAN INTRUSION, 10, 0A.C11 UNIT MUST BEAR PERMANENT LABEL IN A VIS1BLE PLACE 01,TH WARNING NOTE; DURING PERIODS 00 HURRICANE 1VARI40100 HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD (.(0(10007015 AND ENGAGE OR L0011 AIL IN ANO 110 LOCKS. 1I. A PE140200NT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE 00 THE SIDE RAIL APPROXIMATELY 4' BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS FOLLOWS! SHARER -TECH, INC, HIALEAH, FL. 1,10111 - DADE COUNTY PRODUCT CONTROL APPROV00. 12. 0061411, TLV, ACCORDION SHUTTER SYSTEM'S INSIAILAIKIN SIDLE COMPLY WITH SPECS 111010ATED IN THIS 0RAWNNG PLUS ANY BUILDING AND 1014I40 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMI1 NS APPLIED T0, 13. (a) THIS P.AD. PREPARED BY THIS ENGINEER IS GENERIC AN) 0005 NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; l e. WHERE THE SITE CONDITIONS DEVIATE 111010 THE P.A.D. (U) CONTRACTOR TO OE RESPONS TILE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, 60510 00 THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DENTED ON THIS 00001,1001. CONSIRUC71001 SAFETY AT SITE 15 THE CONTRACTOR'S 14ESPONSI4111TY (c) 1015 PAD. WILL DE CONSIDERED INVALID IF ALTERED BY ANY 1.0002410. (04 511E SPECIFIC PROJECTS SHALL BE PREPARED RY A FI ORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD (0.6.0.) FOR THE 01100560 AND WHO WILL BE RESPONSIBLE FON THE PROPER USE OF TME PA,O. ENGINEER OF RECORD, ACTING AS A 011.000(0(1 001G114EER 10 THE PAD. EN01NF111 SIIALL SUBMIT TO THIS TATTER THE SITE SPECIFIC 005(0005 6011 REVIEW (0l 10(5 PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PROFESSIONAL ENGINEER OF 616010 THAT PREPARED IT. 1'11011111. E 1:1T0'11 1I uplyi„p v0111,11.6 1•1.ni.1.! ,I 100'(1l.1110'114„_1''.1, 1Z• � - MIAMI—DADE COUNTY 12 I', 141111II11141116A41 `\CENS6.;•,.✓.?S • •. -N.R7{4I1,4,OF67Q: `s' e/ IILIEC O \ = TICCIT TESTING $4 ENGINEERING COMPANY * 55 10.0. 381). 51., 50.. 305, VIRGIN. CASUN0, 61,X401 3 3 IBL Phone (305)871-151. Fox (300)011-1531 Mlecoeool.com Xc GRIDS\ ,. �Q . WF101700 0c 111 X4(6.7 E. P.6?// S/0h)f IN A�'TT '01 E 1,1/441nuH 640' TABLE OF CONTENTS . • :i 0 GENERAL EWES SYSTEM COMPONENTS 1-20 SYSTEM COMPONENTS 21-37 TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 1 SHEET 2 SHEET 3 SHEET 4 AREA 2: HV BLADE G) AND HV WINDOW BLADE 1(A (WHERE APPLICABLE), TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS SHEET 6 INSTALLATION DETAILS A-0, CONCRETE/0100K SIICET B INSTALLATION DETAILS 6-1, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS EN SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTER1AATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 15 A061100 SCHEDULE- 14000 SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M -R, WOOD 01-1E01 18 INSTALLATION DETAILS S -X, 1'1300 SHEET 19 END CONNECTION DETAILS 7-12 k X, WOOD SHEET 20 AREA 3: HV BLADE (2) ONLY TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS INSTALLATION DETAILS AA -GG, CONCRETE CENTERMATE DETAILS HD END CONNECTION DETAILS 1-6 h X, CONCRETE/BLOCK MAXIMUM SPAN TABLES ANCHOR SCHEDULE, CONCRETE SHEET 21 SHEET 22 SHEET 23 SHEET 24 SHEET 25 SHEET 26 AREA 4: HV WINDOW BLADE ft* ONLY TYPICAL 0,1NDOW BLADE S 141ND0/0 DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 28 AREA 5• HV WINDOW BLADE (1) ONLY INSFAI NATION DETALS, METAL STUD WALLS SHEET 28A FLORIDA BUILDING CODE (High Velocity Hurricane Zone, ei 2012 EASTERN METAL SUPPLY, INC. • MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV ” 0. 0Nwn Bhuller System UDE 1 0 OR V1/0 II V WINDOW RIADE k H.V. RIADE �� OESC0IPTION DATE Brunn by: A.G. DATE: 011/20/14 DRAWING No l[ SHUTTER TECH, INCA] (ASSN # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826--7079 14-004 SHEET 1 OF 28 \,I IVN Y2IWQW 02L6 eT % 2 , 4" HV WINDOW BLADE* COVERED UNDER US PATENT b 545817 8005-85 ALLOY AND 1EMPER 'SFE 11600081093 OF USE OF BLADE ® ON SHEE1 28 6063-16 ALLOY AND 10448016 J556" )679 2,008_ QOM, QQUUAALIFII f 0R USP 41/ ITV BLADE T),3 &(2) 63-T6 ALLOY AND 10 S 1.917 Deo' _ ,4ko, 3n. -w 0 p1 1 7o1 1.666" 0072- 11 HV CEILING HEADER 0341E -1E0 FOR USE W/ HV BLADE (1) & �i SEE 010110N0 FOR VALIDITY 6063-06 ALLOY AND TEMPER _x. IINTL XIA'N YIIio II 1" I 1" 10.062.1 SIDE ANGLES QUALIFIED FOR USE YlS ITV BLADE (07 1 &(2 6063-06 ALLOY AND TEMPER 3 226• .085" (8014.) 500" -� L 4897" 1 CJ HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE 1)1 HV BLADE).), & 6063-T6 ALLOY AND TEMPER VARIES .003" HV HEADER/S1LL QUALIFIED FOR USEW/ HJ BLADE (11) & Q9 SEE SECTIONS FOR VALIDITY 6063-86 ALLOY AND TEMPER ALUMINUM ANGLES QUAI.IFIL0 FUN U5E BLADE (SEE 301110ULE 6063-16 ALLOY AND TEM8ER 04001)1' 1 11110 1'il.t ) " .,61110; "dill., 11.11.10NnIIls„1; (18L81,1098, 136, 12,01.10,01 ,212 L0 ' • 114/1901 00919,11,1 u.nhol MIAMI-DAM COUNTY 0 454" 00) C3}HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE(I)&C) 6005-15 ALLOY AND TEMPER -_1 (8)1-1V WALK -OVER TRACK QUALIFIED FOR USE W/ HV BLADE (&O 6063-86 ALLOY AND TEMPER 442 (13$ HD CEILING HEADER/SILI, QUALIFIED FON USE 1Y/ HV BLADE(c)34 ( SEE SECTIONS FOR VALIDITY 6063-06 ALLOY AN0 TEMPER BLADE COMPONENT A B TI T2 3DADEIEE (, ,0R A II111.1(lij'% 5" IAAX 1/8" I/8" 60(1) 2' 5" MAX, O 192• 0.192" HV@) 4) HV DIRECT MOUNT QUALIFIED FOR 1)SE W HV BLADE 0).6 &O 6063-16 ALLOY ANO TEI4016 .81 842 1.000" 11 125: 1 820 (9).W/ TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (2) ONLY. 60143-16 ALLOY AND TEMPER VARIES 1 936" Mox _.... .090"•� J 1Grl a —1 14 ED WALL HEADER/Sill, QUALIFIED FOR USF 19/ HV BLADE (.)& (IA SEE SECTIONS FOR VALIOIIY 6063-T6 ALLOY AND TEMPER I X 2" Y 1 2" 0.126" .3" 0 090" x -- - �29 CORNER POSTS ---- -- -_ -- _ ___-- _.._ pU0110USE HV 61ADE(160FOR1)/ &(_5Y 6063-16 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone 11 i ® 2012 EASTERN METAL SUPPLY, TNG. MAXIMUM IMPACT HV1 HV2 ' \'CfHs SHUTTER:11CH, I1oc. [. +�'�� / c J I ACCORDION SHUTTER et".' A+'' In.' o �J C , BERTHA HV "' Ac.. dlou Shutter System , riN0,441'87 8-1'q� 18 T - - \ (ASSA ,y 26) L.V. 81MF 11 W/ OR IMO RV rdkNDGIV 6lADE h N.V MADE t .,*1):.'.. TILLIT TESTING & ENGINEERING COMPANY EV. N, OEM111910/I I DATE DD+n M: A.O. JF ° 7486 WEST 2 COURT DATE: U1/2U/14 _ 6155 r1,W, 36th. St, Ste, 305, VRGIN4 [MONS, 110R10A 331et 8T TC Of Ptcn6 : 005)871-1630. Fax . (305)871 -hill HIALEAH, FL 33014 2 O'• ��` a -moll: en.e000a.m,o 3 DRAWING No %ten'.;'..ORIDP .• k EB -0006!19 '�/, FS/]L,,. .`''��` `` WALTER A IILLR Jr, P L P.E'/'yY.,. 9NIM,IA '(J,t144ATE FLORIDA Uc. 144167 •'nnm 2.5" 7" MAX 0.190" 0.190' I6/(1) 1391: 1.230" OS HV 90'/180" STARTER QUALIFIED 109 108 W/ HV BLADE(1) 6f9 &() 6063-16 ALLOY AND 11014ER -11.17.711 60 rt Q 1 1,37'0 HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE- 1 & 2. 6063-06 ALLOY AND TEMPF 1 Y .140" 3,�%_ 3581 ,_ —- \.7 S��AL�FIW 1 V BLADE FO & 6063-06 ALIDY AND T10P18 '.220" 6 v 0) PH (305) 623--2323 FAX (305) 826-7979 1 4 1 6 1 e 14-004 SHEET 2 OF 28 ___ _4.5761 2293'_._ .745' - ,�✓ � .1.326•- --- „ HY CENTERMATE QUALIFIED FOR USE W/ oV BLADE (1)& (I4 ONLY 0063-16 01100 AND TEMPER D , _2.2441 --_I f - - _2.111T —1 PLAN FRONT LLE241IU1 i27) L-OCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE (00N1 6063-16 ALLOY AND TEMPER HD CENTERMATE W/ NO LPCKIdG ROD QUALIFIED FOR USE W/ HV BLADE 1 & 2) 6063-T6 ALLOY AND TEMPER VARIES, 12' MIN. 1/4' 0-20 55. O6 1/8'0-16 ACETAL TIIIMRSCRFW5 (SEE 060/.13) IY ( ) LOCKING ROD L BLADE (1) 44 & (2) 6063-16 ALLOY AND TEMPER A5 INSTAl1ATIoN WILL REQUIRE A 7/16" HOLE D ILLED AT TRACKS FOR PROPER EMBEDMENT (2 NV FLOATING CENTE QUAD IED FOR USE W/ HV BLADE(1 6063-T6 ALLOY AND TEMPER 40 HV MALE "T" LOCK CENT QUALIFIED)0)16 USE (1/AN DV iBBLADEE (I 60 .06: ONLY _3,023'- (3) HY CORNER CENTERMATE QUALIFIED FOR USE W/ HV BLADE (1)ONLY 6063-16 ALLOY AND TEMPER LLS" NLY 44 HV FEMALE "T" LOCK CENTERMATE - QUALIFIED FOR USE W/ HV 60A0E (1�CNCY TE 6063-T6 ALLOY AND MPERR I/4'-20.1/21 RAT NEW s S1.1 (2 T)P.) (32) HD CENTERMATE W/ LOCKING RQD QUALIFIED FOR USE 1Y/ HV BLADE(I) & 21 6063-16 00.01 AND 16).160,8 I,L4 -,775'0 �6) HV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE (Ll& (2) 1'1401010 1 10.01:0 , n5, NDLIt Im; SciNl 50.- FI,091., 110ili 00,, r'vl.: A0..Pt100 ,h. : 1101o111O1(01,1 fly _ P.4lrtni I',,. (106 5„ MIAMI—DADS COUNTY SL I,'4•_20 _ DIE GST 11000(0 NIAV15 3ME0 PAINTF0 ''4;O:611ADEO ��r-20 LIE DAST HWSING ENA'0El BMED PAINTTO 6 CYLINDER 660ME PW60) NV LOCK QUALIFIED _FOR USE W/ H BLADE 1,1) & e ONLY. _250' 0.0, 16RKN09 RN' \1J CYl5N6ER HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE (1.) & e ONLY. HEAD 10L0(0 10 SCREW 2. ® QUALIFIED FOR USE W/HV BLADE CO ONLY OS) HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ IN BLADE(11). 4A) &(g) 6063 T6 ALLOY 6(1U TE4APCR l/2' •i1 _I/4.3 137 HV 1/4" 91-20 AISI 304 S S.S. THUMPSC QUALIFIED OCR USE W/ 114 BLADE (3) & (2) IILIEC01NC. \ TILLIT TESTING & ENGINEERING COMPANY 6355 NW. 3015 SI, SI.. 305, 0411,1A GARDENS. 010010A 35161 Phone . (305)871-1530 . Fox : (305)871-1531 e-"mll: lJ Ieco600).c mn EU -0003719 WALTER A 01110 Jr. P. E FLORIDA tic. 44167 826' 1/4"A-20 x 3/4" 5,S. THUMBSCREW 1/4"0-20 RIVNUT* 513" .360' ATTER 8(667(8) BEFORE 81VET1516 *SERIES 8144 ALUMINUM (2024-T2 ALLOY) LARGE FIANCE TN N SHEET NVTSCRT, PANT F 0620, A5 AIANVFACT14E0 00 AVDFL CHERRY 1E)TORN, PARSIPPENY. NEW JERSEY 07054 OR EGUAL. ® HQUALIFIEDRFOR USEE`2LOIV CK BLADE (t) ONLY. `THl1A1RTORN CYLINDER OR KEY CYLINDER 0 075' Min. 1 .125' (004. 00 I_57_A11,.i (38 804. F031)601URN 00' 03 R OR KE CYLINDER HD LOCK BY RECENT I-)O800ARE MORTISE LOCKS SERIES 2332 HOOK 00LT LOCK. QUALIFIED FOR USE W/ HV BLADE (.)&(2) FLORIDA B JILDING CODE (Hioh Velocity Hurricane Zone- © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER 9IRT HA HV N Acronl100 Shutter System MY 6)6f4 it W/ OR 41/0 H.4 WINDOW DIADS & H.V. BLADE 1): ASV. tic DESCRIPTION DATE Orcnn 1,1 AG. -- - DATE: 01/20/14 DRAWING No 14-004 SHEET 3 3 OF 28 ll SHUTTER=INCH, INC. 1 (ASSA (/ 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-79/9 2 3 5 SHUTTER ASSEMBLY SCHEDULE FOR HVA HV 1(A AND HV a2 BLADES. • IIV BLADE 1 • HV BLADE 1A • HV BIADE 2 38 HV LONG REMISED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN W/ #8 HEAD * HV 2 3/4" ACCORDION PIN W/ #8 HEAD * POLYCARBONATE IMPACT RESISTANT IIV WINDOW (SEE SHEET 27) * HY PINFGWRFM,FR18 AT EXTERIOR BLADE KNUCKLE FOR )fv 11 HV 4 & IN(2,) BLADES (1) HV PIN TO SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM 1V/ HY CJ OR 0V 3 BLADE. (2) HV PIN © MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ 1190 BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "UD'. SHEET 22. (1) HV PIN © OR e) 0/ I /2" 0.0 I/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTAILAT1011 PER DETAIL X. SHEETS 11 & 29. Pk DUCT 111.60,011 F3udJul'lplm , 10110. Amid s irn0',10 AC.Gpl artc hu':C L Io',111!�Idi1•f�Ttti(1 C•�11i111:1 MIAMI--DADE COUNTY EXTERIOR 1lQ® ora or 43 . (SEE NOTE FOR REQUIREMENTS) TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = I" 90.324' ;7P. ,pyV, WHEEL CARRIAGE DETAIL 11.1,5. P�ExIA Nj/...., . y\C EI�0, ,T p% I I L I E C O I N c \ *' '7 " 1407 TICCIT TESTING & ENGINEERING COMPANY 6355 NN. 3616, 51., 514 305, 'AROMA GN05149, fLOR.D4 33165 s 3 , STATE Or ----7.‘— , Phone : (3u3)6/1 -L]30 . FOR : (305)871-1531 Q, A I' s -mall: Ullecoloel corn 'i', 1 (ORIDP .•.‹."'1' E9 -000671B '�� S \\ �� WALTER A. 111LIT Jr. P A Uc. 1 44107 E. RE.' en(14111t A'�ATE ,111111111.. }76„9' 423"0s r xE) or Q Qa or U-� EXTERIOR HV PIN 42 DH ® AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) ASSEMBLY LAYOUT '� N1 S FLORIDA B JILDING CODE (itch Velocity Hurricane Zone ® 2012 EASTERN METAL SUFPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HE " Acwrdlou S6u1195 Spam H,V. BLADE 11 8/ DR W/0 8,0 114008 BLADE & H.V. BIADE is 4E0, Ilol 0E9CR1011011 DATE Drawn by A.C. DATL: 01/26/14 DRAWING No 14-004 SHEET 4 OF 28 (rSHuTTEH INCH, !Rd (ASSA N 26) 7485 WEST 2 COURT HIALEAH, FL 33014 1 3 P61 (305) 823-2323 FAX (305) 826-7979 4 6 SEE END / CONNECTION DETAILS 01 SHEET 11 TYP FULL HEIGHT. 1I II oQ 11yJL C�E���`: -unuauco nwnr - OhQ3)-u,c) 01- 0-0* 15' 13°4' "' — TYPICAL (1) HV BLADE SHUTTER ELEVATION N.1.S. INI01111r'I ISI•.VI.;I'Il !illslJll �!i A uH.I.. c1S,!=- *101112 dokiro ID(( mil MIAMI-DADE COUNTY 0 — IY 01 CORNER CENTERMATE 7 No -;4'41x7 TIL IE C CO INC u �; rA• ( TICCIT TESTING & ENGINEERING COMPANY 1 STATE ' * ` 6)55 1.8. 361. 51, 5). 305, NRo16IA 0JHDEN5. FLORIDA 3316) E -OF ,' Ynone : (305)67)-ISJO . Fax : (305)611-1531 VEL( '4/GRIDP `U 1) 6 -mels: m1.ceoe6Lwrn ,'mo0006719 i„, 06145;;.......'r \, s, WAITER A. Jr. P E P.E. S''` -'A4/, (��?A� IRe7bA1E FLORIDA D< 1 4015) *NOTES ON HV LOCKS AND CENTERMATES; 1. MANDATORY CONOMON /1' ONF 111 LOCK 4) or 44 SHALL BE USED AT 1/2 OF SHUTTER SFAN FOR ANY SPAN OR 12' ELEVATION. HV LOCK BELOWE OR or 1 2OF NLAY 81 SHUTTER USED AS ANOR SPANS UP TO 105", AND 10100 0R OUTSIDE LOCK, TTACHED TO )10RSANY 0 CENTERM4TES W/(2) 1/4"0-20 x 1/2•' LONG FLAT HEAD S S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. . 1 • E • 6 I •6 1 .1111E_7/ MAND TORY CONDITION I Y F0$_ FLOOR/ 26. TALI 01 WNS TWO HV LOCKS OR OR ONE NV LOCK OR 0 IV/ TWO LOCKING RODS AT TOP & BOTTOM SHALL BE SED F R ANY SPAN AND INS ALLA.TION AT ANY ELEVATION. 19/ LOCK CiL OR 0 SHALL BE ATTACHED TO f) OR 0) CENTERMATES W/ SANE SPECIFICATIONS AS PER MANDATORY CONDITION b1. LOCAIION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUT It1( ELEVATION. MAXIMUM SHUTTER SPAN SIIALL BE DETERMINED AS PER 509001)1 F 93 ON SHEET 12. 3. OPTIMAL4) NDITI IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO 10U HV LOCKS F4 , OR 4� al 8E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 1C CENTEREWTES 4) OR SHALL BE AS INDICATED ON NOTE (1) ABOVE, LOCA ICN OF IOCKS SHALL BE A5 INDICATED ON TYPICAL SHUTTER ELEVATION. 4 DPT10NAL CONDITION 12 . VALD 0111Y WHENATORY 00ND1710N 111 OR NMANCOMMON TIED 0ATGRY CONON W2 IS USED W/11510 H.V. 100KS)• LOCKING RODS U ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY E USED IF DESIRED TO ENHANCE SHUTTER PERF° MANCE. LOCKING RODS 44 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5 MANDATORY CONDITION 92. ONE NV LOCK gr 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND 1440701 NATIONS AT ANY ELEVATION, HV LOCK (21 or 49 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 4) CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD 5,5. M.S. TWO LOCKING RODS O AT TOP & 0011011 SHAH BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHATTER ELEVATION. 0)02111.I0A1 SHUTTER SPAN SHALL BF DETERMINED AS PER SCHEDULES 5000N ON SKEET 12. B. 13 1 RNATE TQ, ... • •3 0s1 • ,• . •: e6 • +: yl 71• - - JI OR ' • ONE ALTERNATE HV LOCK ; MAY 8E USED. IN LIEU OF HV LOCK 6 , or • FOR ANY SPAN AND INSTA LATIONS AT ANY ELEVATION. AS ERNATE LOCK 0 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4" S.S. THUMBSCREW 70 6) OR 0 CENTERMATES SIIALL BE MADE (9/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION BYE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES; 1. SE •.1 . 1 3,I• .-s•: •: •,•II., • •s 01 .1 •. •0 0 11 s.. AND 28Q,u_, ONE ALTERNATE NV 'I" LOCK 61 MAY BE :NSJIA�LLEU IN LIEU OF HV LOCKS 44 OR ( FOR ANY SPAN AND 1NSTALLATIOJJ AT ANY ELEVATION. ALT RNATE LOCK pq Y BE USED AS AN INSIDE OR 0050)0E LOCK. ATTACHMENT OF LOCK (19 INCLUDES USING REINFORCING LOCKEFFii4, AS SHOWN ON SECTION F1VG, SHEET 9, 1'1HICH MOST BE CONNECTED TO CENTERMATES 4) AND 4o) W/ 1/4"0-20 x 1 I/O' LONG S.S. THREADED BOLT 0/ 7/8"0 x 3/32" 491109UT OR 113/ 1/4'0-20o)' S.S.M.S. INTO A 1/4"0x 5/B" RYNUT. LOCK MAO BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ADOVE AND BELLY! IAIDSPAN. USE OF TWO LOCKING RODS 4 TOP AND BOTOM IS MANDATORY. *LOCKS CENTERMATES; I. IOff((4 Y/( CENTERMATESS C OR Q AT ; ONE ALTERNATE HD LOCK L) MAYBE USED IN LIEU OF LO HV LOCKS F44 OR fol FOO R ANY SPAN AND INSTALLATIONS 0S AT ANY (1.0001100. ALTERNATE HD LOCK 44) ANY DE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HO LOCK I5) TO VIS W/ 3 96 x 3/8' F.H. 11.0.M.1<., AND INCLUDES REINFORCEMENT INSERT 43 AS SH009 ON SFCTIONS 110111-14V18 AND 11DC-HVC, SHEET 10. LOCK IMO BE INSTALLED AT I.IIDSPAN OR 12" MAXIMUM BELOW OR ABOVE )IIDSPAN. USE OF LOCKING RODS 44 IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE (High Val,city Hurricane Zone 15) 2012 EASTERN LIFTAL STIPPI Y, INC. (( SHUT TERr11CH. INC ) OSSA 9 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (302) 826-7979 MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV”' Ac<04100 Stoller System H.V. RADE 1.1 W/ OR W/0 H.V. WINDOW RATE k H.V. KATE 1L- 800. ; 800. H) DESCRIP710H 041EDr0en by, AC 1 I I DATE: 01/20/14 7 + DRAWING No ( 14-004 6 1 1 S11E51- 6 I I OF 28 I I POURED -, CONCRETE \ REQUIRED ` _ / /' / ,,- CONCRETE ANCHORS / / 7 / ^/ Qi"/ (SEE SCHEDULE Ott SHEET 13) 7' ./'''')- Y % / / E 0.4 // / r� ////, / /// /, 1 NUN. SEPARATION 1 TO GLASS (SEE SCHEDULE 0"I 57EET -I 12 FOR BLADE (1 )4110 EXISTING UV SNE`T 8 ITN CLASS _L BIAOES I N I POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE - REQUIRED CONCRETE ANCI10R5 (SEE SCHEDULE ON SHEET 13) 1 AI,1>, / ' 1 50' E. Dy '`7, f\ II /)�/(/'I 'OPTIONAL (A) HV WALL HEADER INSTALLATION EXISTING -_ _ 0IA5S--71 08N. SEPARAOCN 1 10 GLASS (SEE SUTEOJLE ON SS0�EEE1 12 FOR 400 0(4)810 ON SHEET 28 FOR EAADES(1)3: / (1oac4) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) (b) HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF 101110N5. SEE 044003 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INST./TRW/4N EXISTING GLASS - EXISTING GLASS --1 (1)OR C/4 MINS SEPARATION TO GLASS .- _(SEE. SCHEDULE ON -- 114001 I - I/4%1-2033/4" 5.S, MACHINE SCREWS USING I/4"-20 NUTS 0 12' 0C 13 DR 1-5) (� HV WALL HEADER INSTALLATION 1.IIN SEPARATION TO OU55 -(SEE SCNEDULE ON - SHEET 12) oPnoNAL D.,/ /// 1 I/2 / POURED CONCRETE. - OR CONCRETE BLOCK WALL RCOlAREO (E) HV WALL SILL INSTALLATION 098CRE1E ANCHORS (Sof SCH5111110 ON 51)0E1 14) .250" Mx. 1 f 1/4. Box. l L3) OR (15) I/4'0 -20x3/4" S.S. PHILLIPS TRUSS 41A0 MACHINE SCREWS USING 1/4' 20 3015 0 12' 0.C. * E. D, a EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) .1410 11011,111,,,, L Rd,: tlaa,�td„ 1,4, AT yP.rmi„n Ula, =4: ° n Mll:lnl ll„ I001�I,,.,) ('lul'1u1 MIAMI—DADE COUNIY • SEE UNATEATIONS OF USE FOR BLADE (IA) OIL 511EET 28 IILIECOINC. POURED CONCRETE - OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULE OTT SHEET' 13) 051108(0. MIN. SEPARATION TO GLASS �'- -- - (SEE SCHEDULE UN - — EXISTING -J SHEET 12) GLASS [ I/4"0-2043/4” S.0 MACHINE SCREIYS 117/ 1/4"-20 NUTS O 12' 0.0. hlln. (C) HV WALL HEADER INSTALLATION 1 MIN SEPARATION EXISTING 1 TO CLASS GLASS I (SEE SOIIEOULC ON SHEET 12) 1/ / / /1117:/ ' / f OPTIONAL/ Y I \ / 1 _ / %1/ /2 //2./ / CONCRETE ANCHORS (SEE SCHEDULE ON POURED CONCRETE•-' SHEET 13) OR CONCRETE 010011 8EOUIFEO (f)1 -1V WALL SILL INSTALLATION - 00 1/4"4-20x3/4" S.S. PHILLIPS -- TRUSS HEAD 110(51NE SCREWS W/ 1/4"-20 NUTS 0 12' 0.0, INSTALLATION DETAILS W/ C1) HV BLADE & ((.1) HV + (1A) HV BLADES) AS APPLICABLE TILLIT TESTING & ENGINEERING COMPANY 5355 11 Y. 3613 51, SIe 305, VA0YN14 CARDERS, 610X,. 33151 Phone . (300)821-1530 . Fox (305)01-1531 e -n,011: Ulec0000I,corn EB -0008710 WALTER A "RUT Jr. 5. E FLORIDA Llc. / 44157 FLORIDA BUILDING CODE (Hiao Velocity Hurricane Zona © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV'" U000rdlon ShultOrS3stoln HV MADE !) WI OR W10 HY )YIND00 RADE & 5.5. RADE • 4E0. 31 DESCRIPTION I D\TC ) 0135n by: A.G. (SHUTTER TECH, 11c' 1) (ASSA 5 26) 7485 WEST 2 COURT HIALEAH, FL 33014 P11 (305) 823-2323 FAX (305) 826-7979 I I I I DAIL: 01/10/14 3 I I I 4 I 1 4 1 I SHIFT e I 1 6 OF 28 DRAWING No 14-004 POURED CONCRETE - REQUIREO 7J !, '/i . 501541N'C CONCRETE ANCHORS (SEE 5cHE0551 ON SHEET 14) l/;?�// Or /// Aua isr CUSS lSfl 12 roma aX%`{1`k11 COI can 2s l RAE%5(94QAj 1 —'1 4) HV CEILING INSTALLATION 001511HG CLASS EDGE OF SIAB IF APPLICABLE Won W )14«3/4' HE% HEAL) TEN SCREWS 0 9' 0 C. OR 1/4'0-20 SS. 141.5 0/ NUT 0 0' 0.5. -/ ), 1718' ./1///B�_ CJ' 013 50NCRETE ANCHORS 1; - (SEE SCHEDULE ON SHEET 15) OPTIONAL Ol1RE0 CONCRETE t /��/ REQUIRED (4) HV RAINGUARD INSTALLATION t <015 FOR 4 0001000L0N11r 51(5114)1.5 1- SEE SHEET 9 FOR TYPICAL SHUT TER ASSEI.IDLY 2- 0(01.041150 SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT AN! INSTALL APQ'I. EDGE OF --SLAB IF APPIJCAELE E D. •• EDGE DISTANCE (SEE SPECIE MATIONS ON 511FET 14) 1'HI>I11, 110I.011 -f -1J '�l)11'ioll tri11115i lhUiU NnilJlliq 1'-.1I4 ,Ai c91.53,4 1:\RIlallo11 Dahl o r ;- 411. iii 13;,(,22'/.Lill L1 I /nnnl MIAMI-DADE COUNTY �.RVAn xG SOMME i l l 12 CR 90Ei20550 Fal EXISTING A 01443l1)e GLASS ALTERNATE "N AH01100 LOCATION (8)' (7)— — (1)0R (9i. 7.-ilo.a/4. HEX WASHER HEAD A j TEN SCREWS 0 12' 0.C. "�4 i-CCNCRETE ANCHORS / (SEE 5CIIE0ULE ON SHEET 14) EDGE 5100 �F --- 4 / / I 1 2 1 / / EDGE CF APPLICABLE // /"--/".Q.7-7.' rEJ .,/ j~1111//--APRIL:ABLE PDUHw--� �/-�� 1 C.1INCREIE REQUIRED -- - E. D.. EXISTING0151. SEPAIfAIIUN GLASS- I TO GLASS r (SEE SCHEDULE ON - 5HEEI 12) {_MIN L MIN 1-,111 / 17 oR 18/2..1_ -- -C011UI1EL/ ANCHORS POURED CONCRETE.- I (SEE SCIIEDU((1 ON 0R CONCRETE BLOCK SHEET 15) REQUIRED -_ (K) HV WALL FLOOR INSTALLATION 1/4' MAX. _#1043/4' HEX WASHER HEAD YEN SCREWS 0 12' 0.C. #1405/4' 5.0.5. 0" 0. C. THIS InSTAT(61ION SHALL BE REMOVABLE WHEN ('LR10551ED ADJACENT TO AN OPERABLE 0411 } I OR ENTRANCE 0 0 111"` flA1(/CNAAA/ N0,44167 * = TILLIT TESTING & ENGINEERING COMPANY d C 6355 NW. 3511 51, 5(1 305. NRGINB CARDERS, 11.01115A 3316L ��'• STALE OF Phena : (305)671-1530. Fox (305)871. 1531 ( o'•, F •'G(7Q �� a-43511: Ullec0000l.con, !. 0, \(' EB -0006)19 OR... \v ' WALTER A. 1104 11( P F. , (4DM • • • •'" FLORIDA Uc. 1 44167 P.E.'NFAn1 MA t YATE • SEE LIMITATIONS OF USE FOR MADE QJ 05 SHEET 28 IILIECO INC. EXISTING CLASS -, a SS w vaa II) //l/ POURED CONCRETE_ 6E008E0 4t :,I Ee //,/ •/// —STAR IFF „//////,,,,,/ / APPLICABLE _//ILL.! _l (i) E. D.0 _FLAT HEAD 501106FTF ANCHORS (SEE SCHEDULE ON SHEET 15) (NV WALK -OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON ENI$IING SHEET 15) OLASS-1 M10. SEPARATION 10 GLASS I`"/SEE SCHEDULE 0 SI1EET 12) f7 R18 yI\ /11@ ` \_514x3/4" FN 50.5. O oNE N9'O.C. O0TE 13(5) POURED CONCRETE' N 51IEET 1 0R CONCRETE BLOCK REQUIRED (L II HV WALL WALK—OVER INSTALLATION 1/4 1.10x. INSTALLATION DETAILS W/(1) HV BLADE & ((1) HV + i SEE END WALL CONNECTION DETAI S ON SHEETS 11 & 20 ti—[OUTJ l .Ti,'( �IN� i /- -EXISTING GLASS ` .0.0)* 07GA s)G"0-10 r 03" f0E I5"©. 0'3' 0' ©'Q • ©"©'Q7 ' 18' - O.Of,1e,Q36r19.O 2'E2'xl/85,O' 2 (6063-16 ALLOY) ALUM. ANGLE W/(2) 1/4'0 TAPCON ANCHORS TO CI1N'CRI1E (TOP/BOTTOM) Q (4)/1051/2- 5.44.5. 10 TUBE AT EACH ANGLE. (I(P) 1/2' 0 C. NLL LENJH1. SI INSTALLATIONS W/ (1i HV BLADE W/ HV CENTERMATES (21) . (2 Z OR 3 1/4' OPPOSING GENTERMA ES WL HV 1OCK[ 'F SEE 00755 ON 10CRING ROOS 0 , H0 LOCKS 0 or 0 AND ALTERNATE HV LOCK CO ON 0115E1 5. ** BLADE SUCK DET/0I INF IS VALID FOR All CENTERMATES APPLICATION LEITH 005000 EXISTING GLASS r 0 1/2' SEE END WALL CONNECTION, DETAILS ON SHEETS 11 & 20 SYMMETRNAL CENTERMATES WL HV LQCK 12M a N)! / 1.11N. 51710101014 TO GLASS (SEE SCHEDULE ON SHEET 12) \rg 0-0 Q.44).,®.(7)-®-@•©. 10.15-©.13-10.1©oA V'© • C7)-®50.@‘!"1 -40101100 ��� `OQ°\J. 0-c).© -1 Gvss ©° 19 r O3 .0 9 . _EXISTING s LIN @ a 0* IMIN. SFPARATIO 10 CLASS 1 \ (515 SCHEDULE ON OPTIONAL SI 1001 12) \ (INTERIOR) HVA 7 OUT ®w0- (EXTERIOR) HVD I_oyT] @ 1411 ‘11111'1 111.3201.1 ,i�I,'4111i�'12:'1l •, Ilii Ili:Ili il�,�id;,l JignuHLa, 11.1:,;:1}LLL 1111i:r,li 4 ),11:1. ,. JI'EI 001111,11) ) MIAMI—DADE COUNTY 111111NIITgr]Iq ``As:-\aAA167/T* *' % Sk' : = TILLIT TESTING & ENGINEERING COMPANY 5355 fl W. 3610. SI, SI.. 303, /33211114 00001nS, 008106 31163 �O FTA r : Pnono :(305)071-1630 . vox : (305)67 -1631 o, «' ORIDP,. �F` c� .-mo LB -00051 ielx6m x. s • ;I 64AT WALTER A i3ll1 Jr P. C. P.E. S \1�p, 1 ATE ETANIOA U<. 1 44162 r SYMMETRICAL .ENTERMATES w/ HV LOCK HVB LOUT) 1*� 0.066©©557.(1)-C-0- `-' O v" O 18 a A11N. SEPARATIOIJ 6 IIf [-© (D.®, �7 u (SEE 9CHE(IULE CN c)EnoNAL B . f 866 9 . 3 - 19.6(- SHEET 12) {INItkICR) � I O O O O O l� 144 HVC --EXISTING GLASS HVE IILIECO INC. LOUT L POURED CONCRETE OR CONCRETE BLOCK WALL REQU)(tED -CONCRETE /ANCHORS O 16" O.C. 7 j 8 1/2' MAX. SLACK HVF** B 11LDING CODE (High Velocity Hurricane Zone © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA iiV ^ Accordion Shnllor Syslem H.V. BLADE I W OR 8/0 HV )))o))04 BLADE & H.V. BLADE i; 450, 51 DESCRIPTION , 6ATE I Orosn by: A C. I DATE: 01/20/14 I DRAWING No 14-004 SI IEET 6 I I 8 OF 28 FLORIDA I SHUTTER=TECH. INC. Jl (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PII (305) 823-2323 FAX (305) 826-7979 4 6 SEE END CONNECTION DETAILS QN SHEETS 11 &_20 OUT 2'.25‘1/8%.0'-2 (6063-T8 ALLOY) AI USA ANGLE w/(2) 1 /4•a 1AP005 ANCHORS TO CONCRETE (107/30508) h (4)/10.1/2' 5.115. TO LUBE AT EACH NIGLE. (ITP) \@©•©on ©• IB,A(3.©on®.(7 a. 0.(,19,OD'19'(ED I/2' 0.3/4' 5.54 5. R 12` OC. PULL 150101. ALTERNATE INSTALLATION W/HV "T" LOCK dd). HV MALE/FEMALE "T" LOCKS CENTERMATES & LOCKERS 0 W/ HV BLADE * BLADE 10 SI ACK DETAIL INF. INDICATED ON SHEET 8, AS WELL AS UNIVERSN FLOATING BLADE (.) DETAIL HDD-HVD , IND'CATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTANATION DETAIL MVO SHOWN IN THIS SHEET. C5} HV "T" LOCK (INSIDE) SEE END CONNECTION DETAILS ON SHEETS 11 & 20 HV "T" LOCK (INSIDE) 1/2• * SEE NOTE 6 500 HV LOCK 0) , "T LOCK. ON SHEET 5. t SERIES 9444 ALUMINUM (2024-T3 ALLOY) LANCE FLANGE THIN SHEET N1ITSERT, PART Pp 0820, AS MANUFACTURED BY AVOh1 CHERRY TE%TORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. 111 rds 27 _• .__1/4" 0-20 x 1 1/2" S.S.M.S. 1L■A w/ 7/8"0 x 3/32" WINGNUT. HV "T" LOCK (OUTSIDE) HVG* 1/4" 0-20 x 1" S.S.M.S-- W/1/4"0 x 5/8" RIVNUT t. MIN. SEPIRATION TO G'ASS (SEE SCH0OULE ON SHEF' 12) NYLON SCREW HEAD ITV "T" LOCK (OUTSIDE) FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1140THICI 111,V1':0, ` '''\ .11111111111/// / I © 2012 EASTERN METAL SUPPLY, INC. "Efl T/" Inti, u,B :'.I,•u lil�,l Luida `�\ �:.,,(`'%. / \ r5HUTTEH CH. INC. li 1•..ep!I)nra INT, 4s1.��;�-/_. �7 `. 'v��'� INC. (ASSA # 26) • ;' ' .-'41x:''44'187 ' fv:;i_-- ,/, -/-l' _ * t * TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT 5''' i iia /... llAl�l (,,IIIf„1 i �. *.: 6115 NW Jstl, 51, 51. JOS. NXGIHM 0010055, 1106154 33161 .moi vl�C LIE _ Phone . (]05)371-1530 . Fu.. (305)971-1631 HIALEAH, FL 33014 O F ..mon: UHecoCooLcom ';SRT` <ORifl ���.` WALTER 60-0000 Jr P. E. PH (305) 823-2'323 FAX (305) 826-7979 /, 17� A� ��,\(a\� ROMA Uc 144167 •MIAMI -DADS COUMY P.E. C to !A FC?ATE ''411119,,.. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV " Acmrdlon 9h,ltcr System H.V. BLIDE 11 W/ OR 19/0 Ii.V WINDOW BLADE & H.V. MEM 91i, Vol 00500183100 OATS Ora,+n by: A.C. I -----� DATE: 01/20/14 2 1 1 DRAWING No � i 14-004 3 1 1 I SHEET 9 1 I 8 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 Lo_I N 1 `t^ EXISTING GLASS i 90'. • `'• 15o^Q.(:)a.©4006 2•4201/11•a0'-2• (6063-18 31100) ALUM. MOLE 1•I/ (2) 1/4%, TA00011 ANC ORS TO CONCRETE (T0P/800109) & (4) /l 40/2. 160. TO TORE AT EACH ,ANGLE. (ITP) /10 z 3/4• S.M.S. 0 12' 0 C. INSTALLATION Ci HV BLADE w/ HD CENTERMATES , . (t—ti AIIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 12 (01(10941.) 4 5 8 [LISTING CLASS ®* LIN I (4) H.v. _ 6 1/2• PINS (TYP.) NDA—MVA 20 * SEE NOTES 00 LOCKING RODS 0 & IID (33 LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE© DETAIL NOD -16/0 IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 1}/ I'1 ?44111, 'I Il4VI .19, m4)1nry: •:,NII Eli lLof!, Ac,thI,ow: /(-./ .r ❑Lpi :poo U.n,: / �- 4.1 Mionli 13ad,r Pm{1101 Cmun l MIAMI-DADE COUNTY -I,\1°..-44 1.6 *' * f * : TILLIT TESTING & ENGINEERING COMPANY I "d ' STATE OF Q` 6351 W. 361h. Sl. 54...304. 011511440 WOOLS, n0i10A 33161 Phone (305)5)1-1030 Pas (305)3131-1534\`‘ 305)3131-1534 �nr�nF�ORIDp ,.•���`.�� 16-0006719 WALTER'••"'•'•`.�G\\�0< WALTER A 11111T.0. P. E P.E. `2ONriPli �(j RE/DATE 6409406 110/ 4a1e1 1:1013—HVB (OPTIONAL) SYMMETRICAL HD GENIELMATES Wf OAK _(EXTERIOR) SEE END WALL CONNECTION_ DETAILS ON SHEETS 11 & 20 *-- (OPTIONAL) ORb2 310R32J [ 31 OR 32 (GPT NAL) HDC—HVC 5flvIMETRICAL HD CENTERMATES W 1-4* LOCK (INTE, OR I? oz0 m© 400.`<:> <> 0. 1 3" 1D O0IC(1Ooo©.Doi ©.QQ 1 0°^©.Q. 1s 46 J.©>0.® -®•O. �J<�®w 19 + ®re i 9 • Q5 HDD—HVD** IILIECOINc. FLORIDA BUILDING CODE (High Velocity Hurricane Zone Q 2012 EASTERN METAL SUPPLY, INC. I( MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER I BERTHA HV ''Am,nllon Sputter System I (.8, BLADE ( W/ OR j1/0 0 V mom ME & H.V. BLADE 1; hEY. No DESCRIPTION DATE I Drown b0 A.G. I DATE: 01/20/14 �DRAWING No 1 14-004 SHEEP 10 OF 28 lr SHUTTER -TECH. 1He, iJ (ASSA N 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 820-1979 00110501E ANCHOR O I6'0C. (LOCATE AT ` o 01700616 560E I -- I/2" 6181. 10,1/2• S 61S_ 16" O.C, O1 E0 POURE0 CONCRETE OR / / V CONCRETE BLOCK WALL RECUIRED // / 1EXISTING GLASS / �� / % / / / .. _ _ l / 2' F.IIN./• . I ` y� / / / IAN 50105,61106 / / / / TO CLAS / (SEE .-ILO/ / SGI,EDULE ON SHEET / 60 3 T6) C doR - �. 0'07.0-®.0.0- 0.0-0.0-®.0- 0.0-0.0-0.0„ 0.©.07.0- 0.0-0.®-®'O END CONNECTION DETAIL 01 12 FOR BUDS QRIO 1/16•X3" MAX. ---- ON 511501 28 0131 ( 5 - ONE. -- B1ADE9©k6 'ALUO CLOSER PIA10. (LOCATE 1/2,�I AT 01611ER 510E FIIN.-/DTre▪ ` OF®) /("'[�t1-116 /IOal/2" 5.MS._�/ I ' / / / / /,/ �' / /CONCRETES-\ / ' P0ICI TOR �/ J r 16 ]'_ / j O.C, .- T MIN. / / / 2NL / I// L FWNED CONCRETE N ER OR CONCRETE BLOCK MALL REQUIRED @ OR O. END CONNECTION DETAIL. 50 O 16' 0C. -- POURED 00NONF10 OR CONCRETE BLOCK WALL REQUIRLU '/7 EXISTING GLASS It 66N SEPARATION TO CUSS (SEE SCHEDULE ON SHEET 12 FOR GME (DMO ON SHEET 28 FOR BLADES 03a: SEE DETAIL X FOR -/ SIDE CONNECTION TO TRACKS EXISTING GLASS MN, SEPARATION 70 0255 (SEE S421F.IXAE ON SPELT 12 FOR KAM (DAM ON SHEET 25 005 BIADFSQk ® OR 0. .10or0. 10'0'AOt�^©'O.0�" 0.0" END CONNi CTIaI • 6 /-PCUREO CONCRETE DR CONCRETE BLOCK WALL / / _ REQUIRED y9lr s.M( / 0 16' p C. / / CONCRETE / \1/2" MIN. ANCHOR 0-• 1 e 12" 00 / /EjQ 3 / 7"L___3._._ --L /1 -f--±1-2-2111T18.7—_ FQ / 2 FFAIN. / / I,/ CCOR ®• / ,/ / / / / / / POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS _ _ _) 1066 SFR/NATION TO GASB (500 SCHB%l1E LAN SHEET 12 FOR GALE(5001 nN SHEET 28 FOR BLADES())b .MUSE I" OR 2' AWN. (AS APPUCABLE)x2"K1/8' 0'-2' ALUMINIIMI CLIP ANGLE (6063-T6 ALLOY) AT KIIDHEI011T (1) #10s1/2" S M.S. To (.4)& (2)1/4"8 TAPCON5 ANCHORS TO WALL AT 1' 0 C. (LOCATE AT 0116105 SIDE OF (D) L SEE DETAIL X FOR/ 14 1-- SIDE CONNECTION �./ TO TRACKS -_POURED CONCRETE n / 0R CONCRETE --- - 7 I BLOCK WALL 4000)610 2• 1AIN,- EXISTING GLASS( 710_.-I % T ('� / N•N SEPARAT1CN TO OIASS (SEE SCHEDlME. ON 5I•EET 11 FOR RADE OM) ON SHEET 28 OR I6Q&a I / 1/2" SEE DETAIL X FOR SIDE CONNECTION EC TRACKS OR ®' .0.0•o-060'0°' IO • OS a©.0..©.©. -©'® •©01©'®'109 ©•®9]0`•10.0.©°` EXISTING GLASS MON MN. 5U'ARARON TO GLASS (SEE 621EOUIE CSI SHEET 12 FOR GME (i0PNO ON SHEET 28 FOR BLADES m& OR 6). 1373:(S111:°' -®.® 15,®).1©.10.0' 0.0.0.0.0.0 END CONNECTION DETAJI. 1 b REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' J i 0.® •O„ Q•®,®„ a•@ -3,(4-®•0- ®•@-@.o0.0.0 .EN , ,QfjNECTION PROINICEIN,17K/1,13 „30\,‘5,R i•un,,p1y1„I,,, 011 1L•. 110,1,1., �r-.• ' ''• '7.; SI; i No, 441§7 r. ;flan lri 1p;51 Into(bn ltnl =O'";, MIAMI-DADL COUNTY 1 • SEE 11611 6-110665 OF USE FOR OIADE IA ON SII F6 28 \ ®•®•OE®'O•O» 0.0.0.0-0d .0- 0).0-0.0)-0.6 DETAIL IILIECO INC. _ 1* TILLIT TESTING & ENGINEERING COMPANY �'•, STATE OF • 6355 NW. tam. 51. 51, 305, VIRGIVG CA902)S. FlONu6 331nt ' •, OR .; .. Phone . O05)87111 IJI :. FOoLe om05)871-1531 �/nn., \\, ` a mo08.0006619 PAA' NA fNyT�VVRN 1'/II TE0 A 71111E Jr. P E. P.E. SLrF\LT fir I TVO DATE FLORIDA 110. j 44187 J®-®-0- Q0R00R00133 PLAN DETAIL X VIEW Y OR®OR0 0R ORODRO OR@ END_INSTALLATION HV BLADE OR C1AJ HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE (Hioh Velocity Hurricane Zone J © 2012 EASTERN METAL SUPPLY, IN0. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER I[ SHUTTER=11CH, INC] (ASSA B 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 BE RTHA HV •” Accordion Shutter Syetom N.V. BLADE 1 W/ OR Vi/0 HV. WI )IMF & KV. NAM j', V. N 0050RIPIION 1 (WC Deann INN A.G. 1 DATE: 01/20/14 2 1 I DRAWING No 4I I 14-004 5 1 1 I SHEET s I 11 OF 28 SCHEDUIE #1 MAXIMUM SHUTTER SPAN*'L I" 012 "L-" (fL) FOR INSTALLATIONS 5/ o i3l & or or W/ ONE HV LOCK or 79.. or cl HD l OCK W/ NO LOCK! RODS ® OR CENTERMATESI, & W/ ONE I)V LOCK © W/ TWO LOCKING RODS 6 TCP & BOTTOM ♦(SEE NOTE 9) Os0 (05 o 556) ytl) (1 OP -) CONCRETE (4 WOOD INSTALLATIONS 0 WALL 91029)85 FLOOR/AL" l 4 (BI t- (0 1 I (6) L - (R) 30 13'-2" 16'-0' 13'-2' 16'-0" 35 12'-B" 14'-10" I2'-8" 14' -IU 40 12-3=- - 11 -IO 12'-7' 13'-10" 45 1M-11" 13'- I • 10-11" 13'-1" 50 11'-7" 12.- 5' 1(3-7' 12'-5` 60 11'1' 11'-4. 11'-0' 1I.-4 70 10'-6" 10'-6" (0-2' 10'-6' _ 75 10'-1' I0' -I' 9'-10' 10'-1" __-- 80 9'-10' 9-9" 9'-7" D'-10' 85 9'-6" 9'-6' 9'-3' 90 9'-3' 9'_3" 9'-0' p•._3• -95 -- -9._0..-_ -73-9' -8-'9" 9,_0' !__ 10o 100 6'-9" 6-4' 8'-6" B' 9' 105 8'--7" 7' 11" a,_4" B'_4" 110 8'-4" 0'-7' 8'-2" 7'-I1" 115 8'-2" 7'-3' 8'-0" 120 B'-0" 6'-I I' 7-10' 1'-4" 125 _130 135 140 145 150._ r-2^ 4-7" 155 160 6'-11" 5'-2' 8'-9'- 165 ^ 6'-10" 5'-1" 170 6'-9' 4'-11" 175 180 _ - 6'-6' 4'-8" 6'-4 4'-10' 185_- -- 8, 5.- 4_5 6'-3" 4-9• 190. 8, 4' +_5" 6'-2" 195 6• 3• 4._�: _. -'6, -1" _ 2004'-5- 205 e'-0" 1'-I 6'-0" 4'-3'. SCHEDULE #2 MAXIMUM SHATTER SPAN* "L+" OR "I (ft.) FOR INSTALLATIONS W/ CENTERMATEa. 1 & J ONE HV LOCK e0UR UR ZV W/ NO OCKING RODS *(SEE NOTE 9) 60904510 & W002 uAOVVN INSTALLATIONS 0 8.60 065604 MALL 60090920 (ow 5..1.1 & (r 68 -) FLOOR/CDUNG 41005111(5_ L I (81 L - (III 30 12'-3' 14'-9" 35 1 I' 9',131-6' 40 11'-4' 12' 0' 45 11'-1' 12'-0' 50 IC' -9' I I' 5' -S5 _ I6.-6 10'-11" 6010'-3 )0'_5"- 00 _ - 1a'--6 I6' -O' 708"- 75 9_-4" 8'.-4' ___ -._ 80 _. 9'-0"._ 9:-0' _. _.._ 85 8'-0'E•-9- 90 100 8,_1" 8,_1•- 105 7'-11' 7.-11" 010 2'-a" 7'-7" 1153'- __ 120_—_ 7'-4-4•-- 61-11 125 1.0..- 135 6'-11' 6'-2' 04U 6'-IU'5-11' 145 0'-6' 150 __ - 6, '7�- 5'-'1• 155__. 160 6'-5' 5'-2' 165_---6 170 6'-2' 4'-I1' 175 8'-1'__ 4.-0•- _183 165 5'-11' 4'-6' _1_90 5'10' 4'-5' 195_ 5'-9" 4'-3' 200 5'-9' 4'2= 205 5' 8•__ _-'-�' MIAMI-0ADE COUNTY �CIi�DI I� F. MAXIMUM SHATTER SPAN* "L OR "1-" (IL) INSTALLATIONS W/ SYMMEDICAL CENTS ESL & ��i W/ IWO HV 3 OR OR ) LOCKS OR TWO _OCKINO RODS TOP/130701? 5/ ONE HV LOCK 6 OR OR 04 (01 NOTE TL) CONCR & WOOD INSTALLATIONS 0 310,"131 050. 1* .0) 0!1) 5•I) - FLOOR/CEILING 610.040(.0(4 00 -) _ _- -9 _ I -( 30 1133'-� 10'-- 0'_ 35 12' 7' 16'-7 40 12'-2" 15'-2" 45)'-9"14'-3_ 50 111-6" ' 13' 7' -__ 55 I )'-3" - � 12'-111 (" fi0 -- -- 11,-0"- I---12,_4" 65 10'-9 1 - I'-11" 70 10-7" 1 11.-5" 75 ----_10._4,- --11'-,,— 80 10'-0" 10'-9 65 9'-9' 10' 5"_.. 90 0'-5" 10'-1" 100_ _105 110 115 8'-4' - 8'-11 120 125 --_130 135 140 7' 7. 145 7'-5" 150 155 _- 160 065 170_ .�-- 175 6'-9' 6'-0" ----080 195 0'-7' 5'-8' 190 __0•_6• .__51_8' 195 6' 5' 5'-5' 2006' 205 4-3' IILIEC O 1No. * 110.1E2.1 (1) L+: MIAX11,10(6 ALLOY/MN E SPAN FOR A OVEN POSITIVE A S.D. DESIGN LOAD L-: MAX AI 1050610 SPAN FOR A GIVEN NEGATIVE ASD. DESIGN LOAD, (2) 1)0060(1RE TO DETERMINE 1.IA660).) SPAN FOR WALL (6010601605 OR FLOOR/CEILING. GNEN A PC5IIME A.53) DESIGN 1001), 01)606INE )MAXIMO/4 SPAN '14` FROM SCHEDULE. GIVEN A NEGATIVE A 5.0. 065159 LOAD, DETERMINE MAXIMUM SPAN '1. FROM 0511E061E. FINAL IA70(1111) ALLOWABLE SPAN (5 (001). 10 111E (131LLUEt OETER0INE0 SPAN 8ETP0EEN "64" AND "1-". (3) PROCEDURE TO 063681)006 MAXIMUM SPAN FOR 10710118016.1110 IN 8615566)4 WAIL 31/ FLOOR/CE10IN0 MOUNTINGS FOR A GIVEN POSITIVE A.S.D. 56510)) LOAD. DETERMINE: 914- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 189' MAX. JFAN FOR FLOOR/CEILING 1,101/511110 INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.O. 09S'004 LOAD: DETERMINE: LF-= 1144 SPAN FOR WALL MOUNTING INSTALLATIONS. 12-4/ MAX. SPAN FOR ILOUR/CEIUNG MOUNTING INSTALLATIONS FINAL 390X0)051 AILUY/A81,3 SPAN 15 EQUAL 10 THE MINIMULI 666V,EEN "L,2'. "LLL" "L,-" ANO "11-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MIAXIMUII ALLOWABLE SPAN AND NECAT08. ASA. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 0 50X1)11091 SHUTTER SPAN "L4" OR "L-' (014 INSTALLATIONS INTO 4000 SHALL 8E 11911350 TO 305 p.f. A.S.D. DESICN LOAD t LIN. CORNER CENTERMATE y3 MAY BE USED AT ALL 14011NTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INOICATE8 CN MANDATORY CONDITION #2 NOTE (15, SHEET 5. 4 SEPARAIO LIO_Ji1 ASS RFOUIRFMFNTS (I) 560 BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDI)14 EDR SHUTTERS INSTALLED W,THIN THE FIRST 30'-0' ELEVATION OF UU'LOIVG MEASURE() AT BOTTOM OF SHU1)1I4. (2) 511911,1104 SEPARATION 10 GLASS FOR SHUTTERS INSTAL I ED ABOVE 30'-0" 111005ION OF 01510745, ME10110ED AT HOT TOM OF SHUTTER 15 3", 519939UM SEPASAIlLN_SO_31A55 SCI(C(lUI' SHUTTER W/ DILE.._T LOCK WITHOUT (03KI1G ADS SIIUTTL"R SPAN 105" OR LESS >105" TO 9902 ALL07)60 INSTALLATION 0/ INSTALLATION W/ $y94METRICAL 08505100 CENTE.RMATES CENTERMAI ES 3 5/061 4• 3 7/6'4 4' USE 2 I/2" FOR HO LOCK )I 4)) OR ('9 , USE MOCAl15 VALUES FOR HV 0(533(69621 X05, 1116111UM SFPARATI03 To GLAS$_S. PO<ILF,; q -11/17F.? VII ONE TOCK & J00 LOCKING 8052 OR WITH ONLY TVI- L01K$ SHUTTER SPAN INSTAL' ATION W/ CENSYINTFICAL HNl TES 2 3/4" INSTALLATION 01/ OPPOSING CENTERMATES 3 3/16' MIMED I,IAX. 3 1/4" ''' 3 1/4" ALL01`lED .3' USE 2 15/16" FOR HV "I" LOCK l0 w/ 5901 USE a 1/8" FOR IiV "T" LOCK 640/ 35 USE INDICATE() VALUES FOR 50 CENTERMATFS. WALL MOUNTING FLOOR/CEILING MOUNTING C1) HV BLADE ONLY TILLIT TESTING & ENGINEERING COMPANY 355 NW. 3611, 51., 515 305, (11I0106 6400655, 6108,64 3316( Phone : (305)6/1-15X1 Fax : )J05)8)(-1531 e -mall: 61t.coOcol c0m E6-0006719 (611136 A TILL11 Jr, P. E FLORIDA 04. / 44)6/ 1IISTALLAS1413 LEGEND CONCRETE 15 I47.140000 000D A, B, C, D. E. AI, N, 0, 0, 0, 5, 5, K & L. S & V. G, H, I & J. T. 11, W & X, FIORIDA BUILDING CODE (High Velocity Hun-icon/7 Zone m 2012 EASTERN METAL SUPPLY. 1310. 1 SHUTTER=I1CH. nic, 1 MAXIMUM IMPACT 1-1V1 HV2 ACCORDION SHUTTER BERTHA HV " Accordion 69 «ler Ssslam LH.V. BL40E i (V(`/ OR 0/0 ITV. N 0ADE & H.9 RADE 4'e h85. Nc( 6951,101106 1 Lik1C 0,unnlrr: .0. I I DATE: 01/20/14 2 { DRAWING No 14-004 1 s SHEET 12 OF 28 (0555 34 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 6 a H N rJ Z ,t mCid -lam c Y GS - zO L. e^ jee • on) =E,,.2 .70 no a o 4( 3 E3.= Q a E m ml„ 1!�1H1 110 1. 1_1.I. . rn1I . ..l.'1 .11 I J .I I.'. .1. .11 11 iii 1. 11111 1111. 522, o 21.1.12 �'o1i21 a��lml� _ �2,^Inli �',2 i I Mil 21{111" 1 11 1' 211i �,_ ol.l :1.1. �'� . .1111 '1 o -• 1!:2 m'lmlmo 2.1 o'lo 2,211^,11..121,„1 1212'1'"'°hI`1�^,b!_I. . °im,;. .'H irli 1l.,ol.l. . . (.111' '-j. 11. i, o m�mle mlolmlm �lol,m'm, lolklm almle net! mlp,e . 1..'o r .12,21:4.2., ,^,lol,1_L 1.0,1-. n1m!',e- I i '�°41n11 , in,n1 • ,, 1 I' yob 2 " -ri' !..1 eiml , o1n. 7; rlml_:210 21^;1_ .,�11. d m of � I ^�� a old., �o ,lam I I_i� . ,,'! g e , . I alolm 010 olojo ,.,. .,., o °Io a o1^' o 0 o,:l...lm,ml„ _lo,o'lo o,'io.Ylu °Ioi.!� x 4 ojm e e,e!e m1e _L, m Imlmla m1 elmlmlm m l .1o1.12-. 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'^'nn nlminl. nnh- 1 t 11,; 111 1 coi 1"1—$."1- ▪ 1010'i0;0'0 �;e� - n a1-1 m,n.- �l�l^ _ - ; h 111 nts a �im m ei mi� -1^ _�� =1_ ..lel., ' I m1 vim 1 �� sae -Im. elm - m1 m�n�.� m-l- 1,n1a =lo n o,m m q a �1^ m mlm eh _tali �1nlm _;t_I at�o m 24° /'ol'°Imj iOlile nrn - n. in �.i I I oI1 111 i �ii i 1 lti ;i ijl i 111 i 1'1,1', 'iir illti- 9 m,mlmlm m nIm �Imi; - -Inl1 e��11 11111 oho', 111 111 t,111 I Ilii, 11', 111 1 ? 9•,n mm,o�m o'm of ,� '�lo,e le et^I�!n'�.,-..r. _ ' in - 'rntl 1•111 1 111 I1I 111 a mlm ml ie ole n aI�1 m�m m m 1 n m�atots 'm I`tn mjnlo mo n'- � i I itl�Itl .,Iei1 , mtelm nl< n Inim m m m1a -'- .. tllo . .+wl.. 1 ultl r -I i-�t^gym-o��-o'^I opo^m��ol�n Y.a�mn ele ei�le' - a,0'1 m 010:0 ;0 v10 QIo 0 0 ov ;�1e'« erl��� n �ej��� rt�:r wl 1 2l0'- :;imi-I:,.. I. 11,11111 1 111'11 1.11111;1' ,111 111 1 .111 ,1111.1 111 111 111 111 Z9'o mlclo ,L .. m n 1 1 1'1 111:1i1t1 * t ,11t t Holt 1 I ti ltl11t h tit ;it 11111',1 l 11111 - oI+ o.o ,e' lrl^ -'o n ol-i- Iia,^I 1' 1':II 111 I 1 1 111'1 1'1 11' til H 111 111.111 11' 1�1 - .ol .. m m1a� - 111 , 1111 1 ; l .11 X111 u 5`a e�4 �mlm m �,` ^��!"=1` -1- "m�_ �e 1 111 1 111 6 [n eie eie o�1e a ae to , m o olmlm m 111111 1,1 l� 1 1_ I 1 , 1,1 1 s 5. . z�oalmo,ao�o�oiam,oloir,l lo!omolo,9,,i, !m:"altm"'o^I"n-m11n:'s��m 1111111 ,1 111 1II1 1I1 1 111.1 e o _ Viir'n rinjrtr = V_‘;' -',1'.L. �Ir,�l_ _ �;�'1« - `_ 01=1!'.1:1...1,a..:1�I,als "1.`1! ole m i I1 1 , i 11 ! 2 .7:1-..-_,:•_;:: .1. -i, -.1'.:.•..H...- =i^ 1=1 tY 1 t-- I_,11- o1-,•E'.i- =12 e 2::::';',Z.'-: ni_e m o O O I0O^ •1 cl `I m < in h m - - .1AXIMUM ANCHOR' SPACING (In.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D ••1 1 or: ••.11 , • 5 1 14 •: '•6 :21 •: •. :51 • (SEE 5100)111 'GS I, 2. K & L ON 5NEE2 7) POURED CONCRETE POURED CONCRETE/C9NCRETE BLOCK µ4)071om (6)06(01 OV4-4 60711)71710 Od RANGUARD MOUNTING (WALL/FLOOR MOUNTING (L)WALL/I'YALX OVER MOUNTING SO ) 06D 6:SICN NECAT7r Ian (..7) ASD 0 5I01' 7121411V' I1, (:.1) 05.0. I NE IAM' IOW (141) ASU_ 0'510) NEOATN(0 : LOAD .0 SAIL) 75 90 12o leo 205 30 40 eo 751-e0 120 leo 205 5 5 6 5 5 6 6 7 7 7 7 7 6 0 6�' E 6 0 6 6 7 7 7 7 7 E 6 5 6 6 6 5 6 6 S_ 7 7 7 7 7 7 6 6 5 15 6 6 5 7 7 7 7 7 50 4 6 5 5 5 6 6 6 4 7 7 7 7 7: 7 7 6 1 5 6 5 6 6 5 6 7 7 I7 7 7 05 5 6 6 5' 6 5 0 6 8 7 7 7 7 7 7 6.6 6 6 6 6 0 6 5 6 7 7 7 7 0.5 4 3 6 6 5 5 6 6 4 3 7 1 7 7 7 7 7 5 6 6 6 6 0 6 5 7 7 7 7 7 8 36 6 6 6 6 2 2 5 4 T 7 7 7 T OA 1 6 1 a ! O�a 6 5 30 40 160 75190 120100 205 30 40 60 75 90 120,1601205 30 14 12 108 8 2 12 ' 12 72 1 3'-0" 14 12 101 6 a 6 i 0 0 12 12 12 12 12 12 1-9.s 1 JR LESS 14_ 12 10 1 9 0 0 '6 6 12 12 12 12 100 5 1 5 46 7 14 12 10 ' 9 a 6 0 12 12 12 12 11 10 17.0 6 14 12 10 1 9 6 e_ 0 12i2 112 12 11.5 e.0 0.6 5 7 , 4'-0" ;44 4 I2 10 8 6 6 0 12 12 I1 12 12 9.0 1 7 06 7 1/_19 -10 0 5 6 B_ 12 12 12 96 e e 46 35 7 14 12 10 9 6 6 5 12 12 12 12 10 75 160 4 1 5 6 0 12 12 ' 12. 11 9 7' 5 4 8 1 6 12 12 19. 12 10 75.76 4 0 6 5 12 12 96 7.5 0 4.5 '35 - 6067212 -' . 9.6 6 � 14.0 - 7 6 6 5 -12 12 ' .5 9 7.5.6 4 3 7 7 7 7 75 35 - 6 5 5 s 5 4,6 3.6 - a 6 0 12 12 13 10 5 6 4 6 3.6 7 7 7' 7 7 7 7 7 6 i 6 6 5 6 6 6 0 a 1 6 5 12 12 5 6 6 4 1 J 7 7 7 7 7 6.5 4 6. 5 5 5 6 5 4 3 6 6 0 11 12 10 0 2,0 6 370 - 7 7 7 7 7 6 46 6 5 3 6 5 0 4.6 - 8 6 6 12 12 10 6 e0 5 36 - 7 7 7 85 6.0 4 5' 6 5 6 5 4 3 _- 7,-0" 14 17 10 9 _ 6 6 6 11 12 12 86 7 6 4 37 1 7 7 7 7 8 5 5 5 6 6 6 6 0 11 12 10 9 6 0 E 12 10 60 6 4.0 3 7 7 1_ 7 6.6 5 3 - 0 I.0 5 3 6 6 3_5 3 _ 14 11 70- .'9 6 6 12 i 6 7 ¢15 5 - - 7 7 7 7 7 6 - - 5 16 5 5 0 5 4 - 14 12 10 9 0 0 -!Hl- 12 6.6 7 E.6 4 J ] 7 7 'S6 4,6 J - 0 6 5 6 4.6'3_6 - - 8,-G" 14 12 10 9 0 6- IT 12 106 7.5 6 45 Js - 7 7 7' 7 7 7 7 4 6 5 5 6 5 6 6 0 18 1122 2 10 9 7 7 1 7 6.0 4 - 6 0 6_ 6 6 4 J 14 11100 60 - 12 1117.6 0 6 7.76-7 5 4.0 - - 14 12 10 9 5,-0" 14 12 10 9 4 12 10 9 71 11 t0 9 14 12 l0 9 8,-0•, 11 72 IIID 7 4 12 10 1 9 14 12 10 9 14 12 10 9 10,-0" 114 12 14 12 10 9 1412 10 9 74 12 10 9 1'11(1)7111 i I'T'V 15b 17 111110;b 1l ; Lo 41; 11 e1,111 111,,1,,,, ( 77*pildli':m ILh!..1 MIAMI-DADE COUNTY tir1 jlik 11 l l , 1/% A///i Na.441.67 7. * ; ,.4_ TII.LIT TESTING 6, ENGINEERING COMPANY •c'TA n¢ 7� ; 6355 N 8 ]60,. SI.. 574 305, NR01NU 00402176, 000108 35161 % 9n••-pTATE-0F Q 4 Phone, (305)871-1530. Fox : (305)871-1531 % Jp' F 6( 0 .•moll: lalacoBml corn L -c 10RTOP .•• 46/ �� 18-0006719 `e613 .......•• v\\\` WALTER 11L 11c� µ4167 FLORIDA / !MECO INC, P.E. '3><y,/ (OW OtATL TAPCON OR TAPCON WITH ADVANCED THREADFORM I ECHNOLOGY L. BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 HV BLADE ONLY. FLORIDA BUILDING CO)E ‘Hiah Velocity HDrricooe Zone' ....46664.4_____11 I 1 2072 EASTERN METAL SUPPLY, INC. itSHUTTER:11CH, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV ^ 60c66210113huuer S7:Uem (ASIA p 26) II.V. EnLDE tl Yt/ OR W/9 Ii.V WINDOW BLADE to H.V. BLADE 42 EV, dd 6665661P11511 047E DN. 0' A.G. 7485 WEST 2 COURT 1 I DATE; 01/20/14 HIALEAH, FL 33014 2 ` DRAWING Na PH (305) 823-2323 FAX (305) 826-7979 4 I 14-004 1 6 SET I 151EOF 28 MAXIMUM ANCHOR+ SPACING (in.,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A,S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) U ATF �,o.Tl- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. 0=0.50 W/ MIN. G=0,43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS (ft) M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS P & Q w&x w&x w&x NEGATIVE ASD. DESIGN LOAD (p.('00007101 AS,D, DESIGN LOAN (psi ,V16007<E ASD. DESIGN IDAD Cps( NEGATIVE A.S.D. DESIUN LOAD (pal 510A100E A5 D. DESIGN IMO (pal VEG4INE ASD. DES6N LOAN (psl JECATNE A.S.D. DESIGN 1040 (psf 30 40 60 75 90 105 30 40 60 75 00 105 30 40 60 75 90 105 30 40 60 75 190 105 30 140 1.60 75 90 105 30 40 ' 60 75 90 105 30 40 9U 75 190 105 3'-0" OR IBS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 1 4 3 4'-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 1'41 3 5'-0" 12 10 10 9 8 8 6 6 5 4 '3.5 1 3 12 10 10 ' 9 8 6 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 1 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4,5 65.5 3.5 3 2.5 2 12 10 'f0 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 '5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 _ 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5,5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3,5 - - - --------- ------ ---- --- --- _10'-0" _ 12 10 7.5 4 - - 5 1 4 2,5 2 - - 12 10 5,5 3 - - 4,5 3 2 - - - 122 3 10 3 - - - 3,5 2.5 - - - - 6 5 - - - - 1--- 3 ------ - - -------- 2----- --- - -- 11'-0 - _ 12 10 5.5 - - 5 13.5 2 -__ - 1210 4 -- 3 - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - 12.-0" 12 10 4.5 - - 4.51 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - 3 2 - - - - 6 5 - - - - _ ---- - - - - ---- ' -- - - -- --- - - --- .- - -- - --- -- --- - --- -- _13,_0" 12 10 _ --- 4 13 - - - - 12 10 - - - - 3.5 2.5 - - 12 7 - -_- - -- -- le -00„ 12 10 - 4 , 3 -- - - 12 7 - - - - 3 2 - - - - 12 5 - -' - - 2.5 2 - - 6 3 - - - -15_0" 12 3.5 12 3 11 __ -- 2 - 6 16'-0" 12 3 - - - - 12 2.5 11 + NOTES 0) ANCHORS REQ BSTRATES. I. ANCHORS TO WALL, FLOOR OR SOLID 00000 SOFFIT SHALL BE AS FOLLOWS. - (/4'4 TAPCOR 0R TAPC011 WITH ADVANCED 799100FORM TECHNOLOGY ANCHORS, AS MANUFACTURED DY I.T.W. BUIL0EX W/ MINIMUM THREADED PENETRATION A5 INOICAILO AT EACH SECTION ON SHEETS IS & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS To HOLLOW CEILING STOLL UE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAO SCREWS AS PER N 0.3. 20(15 SPECIFICATIONS. 3. 5U0510ATE SHALL CONSIST OF THE 60110'(505, -50ETMERN PINE No. 2 W/ 1.0.55 (00.5) -DOUGLAS FIR W/ 0.0.50 (9.00.5.) SPRUCE PINE F19 NORTH 0/ 0-0,43 (N 0 5 ) -SPRUCE PINE 06 SOUTH 0/ C-0.30 (0.0,S.) -LAIN, 1/2' CDX PLYWOOD (1986 APA) 4. ANCHORS SMALL BE INSTALLED 9011011660 ALL OF 010 RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 11(111,111'1 Itl 1(I:11'Is ALLE1,1e.n., i5: 1,4 Y4pn911(:1I I:,7- 0 4._, BY_ MIAMI-DADE COUNTY (1) HV BLADE OR HV BLADE W/ ISA HV WINDOW BLADE WORKING IN UNISON ILIECOIN, \ NoA4�67 *t•/ - .1,- TILLIT TESTING & ENGINEERING COMPANY .' O'. 7E ' n 2 6355 H. 3510. s1, sb. 305, NXGn6A 00(0095. fOR1D133)61 r STAiTE OF • Phone . (305)871--1550 FOR . (305)071-1531 AL1ER A e-610il. LMe0oonol.corn SCC" (DRIDE8-00057119 �, ss'•..................'\rnidi r. P. E. P.E.'9$'Alt-INgRReUAIL noRDA OP / 44187 ♦SEE LINHsA1110115 OF U51 OF 81,60E (J ON SHEET 28 FLORIDA BUILDING CODE (Hinh Velocity Hurricone Zone ((SHUTTER=11CH, IHc, Il (AS5A ij 26) 7485 WEST 2 COURT HIALEAH, FL 33014 15 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BBRTHA HV " A0w1111,91 Shutter STalenr H.V. MADE 11 W) OR 6/0 H.V. 919909 RADE h (09, (14 6E5611'110N 1 DATE Bronn 5Y; A G. DATE: 01/20/14 DRAWING No 14-004 I 6 1 I SHEET E I 1 16 OF 28 2 3 PIi (305) 823-2323 FAX (305) 826-7979 4 1 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, NEGATIVE A S.D, DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 10) MAXIMUM SPAN (ft) 8.0 WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS S& V S& V S& V '11GATHE A5.0. DESIGN LOAD (pal NEGATIVE AS 0. OES04 L08) (pa( NEGATIVE ASD. DESIGN LOAD (pat 30 40 60 75 90 '105 30 40 60 75 ' 90 105 30 40 60 75 90 1105 OR IESS 12 12. 12 , 12 12. 12. 12 12 12 12 12 12 12 12 12 12 12 12 4'-0"--_ 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 y_p 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.510 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 7'-0" 12 12 12 :12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8.-0" 12 12 12 12 12 12 12 12 12 12 10,5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 108'12 12 12 11 0 8 12 12 9.5 7.5 6 5 6 10'-0" 12 12'12 12 11.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5,5 11'-0" 12 12 12 12 10 0.5 12 12 11.5 9 7.5 6 5 12. 12 8 6 5 5 12'-0" 12 12 12 11.5 9.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4.5 13'-0"" 12 12 12 10.5.8.5'7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0- 12 12 12 9.5 8 6 1212 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3,51.1.58.5 6 4.5 4 3 16'-0" 12 12 10.0:9.5 6.5 4 11.5 12 8 6 4.5 3 11 8 5.5 4 3 - u 1-- - -r-(- SOUTHERN PINE No. SPRUCE PINE 2 W/ MIN. 0=0.55, FIR NORTH DOUGLAS FIN W/ W/ MIN. C=0.43 MIN. G=0.50 SPRUCE PINE FIR SOUTH W/ MIN. 0=0.36 (1) HV BLADE ONLY P1111 NN'I' 6101:33 at 1l1„13'.031,,111, IDA IIu,l,ll 131111t1111,,,'113, Ac I ,ce No I'+111 �:l i�•0 11.0,;,1. /:,� Nh)nl L),oJoY,,(n,l Qmhol MIAMI -DANE COUNTY uMl7��„ No. .44167 �.? TIL Q _ EJ55 FZORIDP ••,,��.`� S a 0, I c 0 TREES. 1. ANCHORS TO WALL, FLOOR OR SOI ID WOOD SOFF1T SHAH. BE AS FOLLOWS, - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS ILWUFACTURED BY 1,7.0. BUILDER W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE MOTE 2 BELOW, 2. ANCHORS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE Il, SHEET 19 AN0 SHALL CONSIST OF 180 SCREWS A5 PER NOS 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ 0-0.55 (N.D.S) -DOUGLAS FIR W/ G-0.50 (6.0.5.) -SPRUCE PINE FIR NORTH W/ 0-0.43 (0.00.3 -SPRUCE PINE FIR SOUTH W/ 0-0,38 (9.0.0.) -INN. I/2a CDX PL1W030 (1886 APA) 4. ANCHORS SHALL BE INSTAIIE5 50910W910 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER IILIEC O INc. LIT TESTING & ENGINEERING COMPANY 08 3601. St, 5I. 305, NR01N4 GARDENS, l0ORIUA 33160 hon. , (301)671-1530 . Fon 1 (305)811-ISSI a -,nail' Iill.coDool corn !. ED -0006714 j /ri,'•• •` 5) A WALTER A TO1146 Jr P. E P.E. 66614 ly4i�Y, tt�JATE FLORIDA uc. 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone: (l SHUTTER CH, 116.0 (ASSA 46 26) 7485 WEST 2 COURT HLALEAH, FL 33014 PH (305) 823-2323 FAX (302) 826-/079 ED 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV ' Ann011o3 antler &)Wien, H,V B E 63 OR W/0 H.V WINDOW RI ARE & H.V. (),UDE ti TEV. N DESCRIPTION 0410 O,a«n 5Y. A.G. -- - -I DATE: 01/20/14 2 1 DRAWING No ° I 14-004 4 I I 5 I SHEEP 6 I 1707 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV Rc I HV♦ BLADES (AS APPLICABLE). MAX. SHUTTER SPAN Li- OR L– FOR INSTALLATIONS INTO W000 WITH_L-IV BLADE n DILLY SHALL BE LIMITED TO 105.0 psf, A.S,D. DESIGN LO • D, EE SHEET 28 FOR MAX S•:► •. ►- ► •4,1 0 LS •L r .• IQ: WORKING IN UNISON - 1/4'0 TAPCON OIL 1APCON 2/110 ADVANCED 1HRFAOFORIA TEC0,001, 0 1Y/ I 1/2' SAln. PENETRATION OF THREADED AREA TO E X100110 0000 HEADER. (SCE SCHEDULE ON 5/1EL1 16) 7.00113 EXISTING GLASS— EXISTING MIN. - 2'04" WOOD HEADER REQUIRED I VIN SEPARATION 10 GLASS (SEE I Sl?iE[XAE -_- ON5� ET 12 FOR B.ADE(/)/00 __- I O1 SHEET 26 OR ' I ikAus (I)k 1ta , ly 4 I. @HY WALL__HEADER INSTALLATION EXISTING 5 - GLASS - 311N, SEPARATION 2'x4' CONI_ ggg- _ 10 GLASS 2)000 PLAT_ r+4' CONT. r __(SEE 011lE- RE(.7'D. ON SHEET 12) 1'1001. 81111561 --- 1TOR 1P• 12 Pi (3) 1/4.0 TAP0011 02 TAPCON WITH ADVANCED THREADFORAI TECHNOLOGY 16/ 1/2' Mln. PENETRATION 00 THREADED AREA INTO P102100D. (SEE SCHEDULE ON SHEET 16) 1-1/2" MIN. COX PLYWOOD RE0'0 _EXISTING LAIN. 2'x4' STUDS 0 16" O.C. MAX, REO'2 PLYWOOD TO 8E ATTACHED 10 STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.O.C. (01 -IV WALL SILL INSTALLATION. ---1/4"0 TAPCON OR 1APC0N WENT ADVANCED 166600FORM TECHNOLOGY 6/ 1 1/2" IAIn PENETRATION OF THREADED ARTA 10 66)5000 6000 HEADER. (SET SCHFDUI E ON SHEET 16) T11,A31 111 o, 18 A!: IAA - 1/4'0-20x.3/4' 5.0. MACHINE SCREWS EOEO- 12/ 1/4'-20 21010 0 12" O.C. -0"0 10 V/ .0 EXISTING GLASS I � I-- OPTIONAL HALL 611150 EXISTING MW. --2' 4' 3/005 HEADER REQUIRED MIN, SEPARATION TO GLASS (SEE SCHEDULE" - — -" 1 'I ON SHEET 12) II I I I 1---- ------' ---. (,V ON HV WALL HEADER INSTALLATION TO GLASS --EON. SEPARATION --l'-- EX 1511)20 1 (0116 SCII EDNLE--- - -" - --� GLASS5 11 ON 5HEET 12) I IL.JI 1/420-20x3/4' S.5 I'jpll 1 MACHINE SCREWS W/ 11 1/4'-20 NUTS 6 12'O_I I I I /IIS i art— aJ{�r� I /1/ f. �OR�� �M41 2'9(00x4•0 CO, az.- //1 11 I III \ TF REO')). '�1\' L' '�1i II_ EXISTING 6IIN 2'24' . 0 18' 0.C. MAX. 2E0D.- I'L)1YOW 10 BE ATTACHED TO I/O' MIN. CC/: 01000 111 ACCORDANCE WITH PLYWOOD REO'0. SECTION 2322 OF HE F.B.C. EXISTING GLASS 'I 6/ 7 O 2•x4' TE CCNaco'DT..SLLL / �I PU I 1l1 C L50'-�IP60 --+I' I.IIn 1''3(2) )I 1('I 1:151)2:.115 NE 111,111111.e, wi111 11w 11.11iJ,1 H1NI�H11; (1111+ ,1. ,,1,1,1,,,,,1 1{,H11pNnn 0,00 - ._' ldlnnti 21,1:2 rr 10)-1 n,,,,io,1 • MIAMI - DADE COUNTY (9) Hv WALL - ©08 .1/4'0 1APCON OR TAPCON 16011 ADVANC60 IHREAOFORM TECHNOLOGY 81/ 1/2" 3118. 064606A110)4 OF TT/HEALTH] AREA INTO 01/30000. (SEE SCHEDULE ON SHEET IR) WALT. 0I44I511 SILL INSTALLATION ROTE: I -SCE SHEET 4 FOR TYPICAL 51-211T1ER AS56418/0. 2-91001020 SECIION'S C/21 BE COW/NM IN ANY WAY TO SUIT ANY INSTALLATION. ♦ o0131,,,.:`',.,'.'4,4.4+4,,. A�Efi A. )j+ /X/X., ''P....•.CEN ..v.)',,'•-- '' .' •% F '� TILTED Np.,:.441� 7 O I N c. F.*' * .' TILLII TESTING K ENGINEERING COMPANY STA 0355 N N 36U, 51., S1. 305, 1,00)0)0 GROINS, flow* 3316E 'p(9 STATE' nF .'48 Pncn• : (300)6/1-1530 Fox : (305)671-1531 ..:*i em•. � o RI D P.,.•''.('' .� ma[0 IJ00007/0 Lc0m /A s/0���^ , r�X� WALTER A 4 P E P.E. SIN,t { 4 1�l DA(E HURmA 00, / 4,107 SEE LIMITATIONS OF USE OF BLADE o& 01.4 SHEET 28 EXISTING GLASS, --1 --siui�mltlti 639 SEPARATION 10 GWS (SEE - 12 FCR BLADE WAND — ON SHEEL 2B FIcR WA1.L EINISH III TAPCON OR TAPCON 111TH 050AN080 1119E00E0RM 16/00001000 1'// 1 2/2" I/, PENETRATION Of THREADED AREA 0 18120110T4 OF 4)000 PLATE, (SEE SCHEDULE ON SHEET 16) (0)HV WALL SILL INSTALLATION MIN. SEPARATION 10 GIA55 (SEE SCHEDULE--' - ON SHEET 12) I 4"0-20x3/4' 5,5. NACHINE SCREWS Us1T10 I/4•-20 NUTS 0 12" 0C.--, 7 1:l 18 2'x4' CONT. -5u. PLATE REO . _I1 REO:?. 21, FINISH CR OR 0-g --goR 15 [D • EO L. I Mfln. ._1/4'V TAPCON OR TAPCON LYNN ADVANCED THREAT/FORM TECHNOLOGY 15/ 1 I/2' MIN PENETRATION OF THREADED /REA 07 AODW.DTH OF 0/000 PLATE. (SEE SCHEDULE ON SHEET I6) ®HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (Kull Velocity Hurricane Zone: 1 - © 2012 I:STERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV. Accordion Shutter System E 11 W/ OR 8/0 H.V. WINDOW BLADE 82 H.V. DUDE 12 TEV. N 0E50510110N I DATE 1 0,0.0 W A.U. I DATE: 01/20/14 ' I I DRAWING No 3 I I[SHUTTER=T CH, Did j (ASSA # 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 1 { 1 14-004 J SI EFT 1 18 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0 HV 8 HV♦ BLADES (AS APPLICABLE) '71114,1'1 MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE CC ONLY SHALL BE LIMITED TO 105.0 Dsf, A.S,D. DESIGN LOAD. SEE SHEET 28 FOR MAX --./ -1 FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE (-1-)& h� WORKING IN UNISON. I/4'0 IAPCON OR TAPCON WITII ADVANCED 00 THREADFORM TECHNOLOGY era' (MIn.) 0X1511110- — — IY/ I 172' MIn, PENETRATION REM WOOD BEAM REIRED } - (1F IHk.-0050 /RCA TO STRUCTURAL AOEGUACY EXISTING 11000 H000t6. 1/4.0-2033/ 4 5.5 OF EXISTING WOOD BEM) T (SEE SCIIEOULE ON 52101f 1/) PHILLIPS TRUSS HEAD10 BE CERTIFIED BY /1Q� r IAIn.- MACHINE SCREWS0E0ISTE4E0 ENGINEER 00 7--- -- J - - \ J r EQ - -_E13_11,' W/ 1/4'-20 NUTS ARCHITECT PRIOR i0 1` I �'I 0 12' O.C. SHUTrEN INSTALLATION •�• `-OPTIONAL EXISTING ---11 GLASS 00)511NG CLASS - ' -LI-1 EX/ST/10 MIN 214' HEADER REQ) 61111 SEPARA0ON TO GLASS (SEE SCHEDULE ON SHEET 12) oRCS I/4'O 1APCON OR-- -� 1APCO21 TITIN ADVANCED 250 10 R E A 000 R 61 10011001000 W I I 2 41)n. PENETRATION Lf 1144' / 0( I/01.31/10 AAA IU EXISTING ('100D BEAM (SEE SCHEDULE ON SHEEI 16) ®HV WALL HEADER INSTALLATION NDTE0: I -SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-610UNTIIOO SECTIONS CAN BE 0051011-100 12, ANY 1'/AY TO SUIT ANY INSTALIATION. • AM. SEPARATION -- —1I I + - 10 GLA55 (SEE 5211100)0 ON SIIEET 12) WALL - FINISH —ylti\1111tt`^j 1A 11\1 2"34' CONT. �-SILL PULE ) RlG • lll_ �I I I f _ ig 11 T -13 GR I3 ---� --- --- E0 -+EQ -'--1i4'0-2043/4' SS. I/4'0 1APCON OR 2/4'_1 • PHILLIPS TRUSS HEAD 1APCON WITH ADVANCED I.lin. LIACHINE SCREWS 1H11EA010RM 1ECH001000 1// 1/4"-20 NUTS 11/ 1 I/O' I1In. PFNFTRITICM 0 12' 0.C. OF I11RFA0E0 AREA 4) 0(020DT11 OF WOOD PLATE. (SEE SCHEDULE ON 1110E1 17) (V) HV WALL SILL INSTALLATION IV/ 01111'1 I(I.0021:11 Biunq dyliy ,. iGI Ili: FIn111, LIw I; COO• Ac ppinrc 1,11 I aPllw bnl 2 ), W.: A111iIiH D,ele{; J1i(I(-',�ali��l MIAMI--DADE COUNTY EXISTING GLASS--- _.-_ 1/2't-• 114x3/4' S.M.S. - - G� 6" O.C. 1 — �l or 13 or L5 un SPARAR ) 10 Gass (141 samuE 02! 12 FOR CUE 2102) Gs 9VET 2e FGR MACESWT. 110 . {I)OR (ff4 2' )AIN / EDGE (IF APPLICABLE) EXISTING 0(000 -- - y TRUSSES OR rF-1/2• -- - / RAFTER 0 24" U.C. REQUIRED -- L EXISTING SOFFIT /- —3/4" 5102. 1HK. _._I'04'41/6' CONT. ALUM. TUBE (6053-16 ALLOY) 10/ OO C) (3) 5/160 iLO SCREWS TO 1 1 or 13 or 15 000011 RAr'TEft OR TRUSS'. t&r LOCATE UG SE.RE1'IS AT I 5110012111 OF EXISTING WOOD T 1. _ I 8106616, (1' 15in. 5041NAL 1'0211/) H- W/ 24 MIn. PENETRATION OF THREADED AREA, VAUD FOR INSTALLATIONS WITH 72 p3f AWE A.S.D. DESIGN LOAD ANO ED - OPEN HOLE AT EACH -- STUD TO ACCEPT 6/16'0 UG SCREW! AT CENTER OF TUBE. loato 008R(501 61 10 (xA.is )SEE EX �1 )STING -I SOEIAAE ShEii I GLASS --I /&2'51' MMF A'U I � 4— I)—Qou� IQi 6'-O' MAX. SPAN, THIS IN5IA000006 5 ONLY VAU0 FOR 10300 11/ 0(20. SPECIFIC GRAVITY 01 0.50 AS DOUGLAS FIR OR SOW-0Rn PINE No. 2. OR EQUAL. 980124 G2 I 440.1(17)4 dAti (T)HV CEILING INSTALLATION (U)HV CEILING INSTALLATION IQ OR a• Il.IIN. SEPARATION) SGetxte a Seer ( TO GLASS _ I to Gn} (sic 1 EXISTING 1 12X �ItME(1)62.V, GLASS\ 1 ‘,..2 8ACE07)462 I ALTERNATE, 2 ANCHOR LOCATION ®h 7 -I-- 2'46' MM. WOOD -I DECK 80001"10 (1/0 FIN/011 ALL0WE0) EDGE OF DECK- IF APPLICABLE 2' I.IIt1._ 1/4'0 TAPCON OR 113'CON SI(IH ADVANCED THRUM -ORM TECH! 01.000 V/ I/2. 4I.s. PENETRATION OF THRFAOF0 AREA INTO WOOD DECK. (SEE SCHE0ULE ON SHEET I6) (I)0s3/4' HEX ---- WASHER HEAD TEX SCREWS 0 12" —2 MIN (W, HV FLOOR INSTALLATION !MECO RNc, \ No:441,67 * = 1111.11 TESTING & ENGINEERING COMPANY 'T)(, CTTA (4 , ems 11.w. 36th. 51., SW 305, W40111. GkR066(5, 0105(04 33183 y'• SLAB, OF Phone : (305)371-1530 . 634 : (305)671-1531 . A'1°111 Q ` 3 -mall. Wlec°Qacl.cam ';'1c''.'1O11IDi\ •tt'4'v`' FO -00042 2, P.sl ••'\,v �� 1401104 A NMI Jr P. E E'/ij � J......AI t 01404 0 / 44137 -- ,,nh iito,,e— -i (SEE SCHEDULE -T oN SHEET 12) EXISTING CLASS --I 1 2"46' MIN 1'1000 /OECK 511201200 (50 FINISH ALLOWED) EDGE OF DECK It APPLICABLE 1/4'0 F.H. TAPCON OR EDGE FII. TAP0031 WITH ADVANCED OF �.,�T '- --- THREADFORM TECHNOLOGY DECK IF F W/ 1 1/2" MIn, PENCE/EAT/ON APPLICADLE 2" miry, -- OF THREADED AREA 0 8110072111 OF WOOD PLATE, (SEE SCHEDULE ON SHEET 16) (,XJ HV WALK—OVER INSTALLATION ♦ 520 UI.IQATION9 Of 600 OF DUAOE (IA) ON SREE1 26 FLORIDA BUILDING CODE (High Vel005, H00000ns Zone el 2012 EASTERN 1,10101 SUE PI Y, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV " Amu dlan S611110r 0»)871) H.V. OHtMF J1 W/ 1!0,I4/0 H.V, WINDOW GLADE & HV. 8(AL'F r AEV. OESCAIPTI 2130 Oraen UY A G. DATE` 01/20/14 1 2 DRAWING No PH (305) 823-2323 FAX (305) 826-7979 I 4 I I 14-004 f FSHUTTER=TTCH, 1N4 OSSA (/ 26) 7485 WEST 2 COURT HIALEAH, FL 33014 1 5 6 1 1SI 0E I 18 28 15000 STUDS _ (AS AFPLI0ADLE) WA1L- 1215611 E%151110 01A50 IAN $31AN1WON TO GLASS (5EE 5014011E ce 4EET 12 FOR D.A0/A8D Ont SHEET 26 FOR LES ID* 1__ END INSTALLATIONS (1) HV & (1A� HV+ BLADES INTO 2"x4" 1//"1 TAPCON OR 12PCON /I-/� 222022 AOVANCE13 TIIRGOFORIA /( TECH00 ITN 91111068 'j) TECH63 i5 O 0' O.C. / W/ 1 I/O' 0111 THREADED P .r0IIUINN : ,,20 511103 CR I-- . 56/ 101,4. 1/2' IhRW110 PENEIRA11011 TO 1/2' 004 I- 501500 0 00 0 NO STUDS E05T. 605\ 4F'/ 5411. .(DOR QAC (7.4 -(4 -Q).(7') -(0)-C.4.6- // 43-(8.0... ,V"' __ 09.0-1(4.04/.(.ii- (4)• -(4,G• 4 (� END CONNECTION DETAIL (7) I/I6•F3• Al (6063-66) CONT. ALUM. 040581 PLATE LOCATE AT MIER SIDE OFC) /1081/2' TA S. 016 0.C. /I /2 Mkt. 024 PL114020. 2.84' MIN. 12000 STUDS REO'/ -60511810 GIA55 0, NN SEPARAT1021 IU 02/55 (511 501600814 ON DELI 12 FOR DATE WJA11 G'I 9EFT 26 FON LUD6CD3 QN SEE DETAL X FOR - SIDE CONNECTION TO TRACKS 6415151 CLASS -2 -1/4.1 TAPCCN OR 7570081U - /I %111 ADVANCED 1NN6FURIA 3 TECHNOLOGY NW BU0064 1 -2'04' IAN. 11000 AICHOR5 1 I/2' MN IAN 5(791061074 311103' 0112 1410 111 tl0 I2' OC TO 053 (:IT { I INTO 6810.0 12. O C. 1110 ET 21: -OR -- - _ ::I\ \ I . . \ .-\�1 CN 5HCET 26 504 84/1082 11., d (7� (() 1---t /„ 2 • 01111101\1 (1-43-(6).(7)-1!'1.6•(0- 18N.1. 08191 11'(7).0 ).0.44- 4$• 0•Q4. 29;-(e)• 40- (ER•40•QJ'(4-119.0 END CONNECTION DETAIL (I P d(112111:lIll)Vlr/°U ,211114;8•2 e'nh IH: 19,111AL1 1:5pnllllan lhdz'_. _ -L_/ N1(,md) ' ktr,•e(IN 1015150111 MIAMI-DADO COUNTY --j-(�-43-0• (7)-(6)45).40. '0.4.4-4..0.0-0.45 - (9.Q) 10.40'-405.•(-1„(3- (6).Q) • Q4 -(5j • (7) • 40- 1G.(4.0 (e-1®.0- END CONNECTION DETAIL (8) (X151110 YEEII 40000Y 2( IHNCAOFORI IECNNOLOGY 1IW oUILDEX 5101015 W/ 1 I/2• MIN. THREADED PENEIRAT01 111100 STUDS 0 12. 0 C. GLASS I/O' PIN CD% 762180013. MIN. WOOD STUDS. 2.04' MIN. 1100D - STUDS 1160'0, 66151140 GUS, l T� A111 5,ADADON TO GLASS (Da (1526 O49EET 12FOR I2 9ADE QMAM) C6151,211 26 FOO 01524.;113, 09 SFE 0ETNI X FOR SIDE CONNECTION TO TRACKS ISaR 4-320 / o(�-(�-(6�• (2)-(6)«(o) .0- (9)8(2) . 41-(1)•(1()(9- (3'•(0'-O.0)-O.s0,- CO. 0,)- 0' 044.00 END CONNECTION DETAIL (9) 01081/2' SMS IAN SEPARATION 016 0 C. \ 10 GLASS 15E1 SCIE:A80 CV 12 TOR Mb )0 CN SUER 26 Fol / / ' 11111 Ill, l l =; (I) OR 219-/ (g) 9/1151110ea PIN 4000 •Wal_/ �(-(4-(6)2(@)d(9)4S« 51005 RE°'D. 001521 (3-f4d3Qr•QS 435. 4(109. (,9405, 4'51- O.49-(6' .9.O9•i3) END CONNECTION DETAIL l� o�P\�EAIA 11���(%T''% �\OEAts� ✓�,' *• T . ST4TE OF- "/. • • ....\\ P.E. Sp �I�A E1>`6ATE IILIECOINc. (4) - -ll 1 1112.41 L -=:-.- Y CZ) TILLIT TESTING & ENGINEERING COMPANY 335 1115 3601 51, SI.. 303. 21401510 10200E225, 400802 33181 781008 . (305)911.1630 . Foo : (305)871-1531 •.-mcfi 11114, 0 0 6 01 corn fa -0006710 IVAI104 A 11110 Jr. P E. F10RIDA 01. / 44197 1i941ma-i _ (4),1 "2- 1/2 D2I/z /// / /(,; 2'04. 11111 (ASAPPLICABLE) \ I/2' MIN. WAIL 0. /nNSH SEE 007011. X FOR (.)- SIDE GONIIE0TION TO TRACKS el) OR CO _-7 401011110 GLASS . .� IAN. SEPARATION TO 031555 (540 5)10211 CN EEl 12 FL14 61,60E M'0 121 WET 28 101 DLACtS O) k (1) 1 `,(4.0. a4-(((3o-Pr;1. U 11.44-1).70,aq- (9. (41-(8.49)-0)' ()3. END CONNECTION DETAIL CO 1. RE0URE0 ONLY FOR SPANS GREATER THAN 12•-0' ♦ SEE LIMITATIONS OF USE OF BLADE OA) ON VETT 28 (..)11N�(8.0R(j DR 0214 3)3R(-40(1(1 $' 0 t�) ON)ORC�OR (1)�C�3�OR(�GR(3 VIEW Y PIAN DETAIL X F..ORID4 BUILDING CODE (Hi°h VDlocov Hurricane Zone • © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV ^ A1whifon SNMII6001216m 1-1.4. BLADE 1 W GR W/0 00. WINDOW BLADE & N.V. BIADLI REV, 11 DESCRIPTION DATEDrown Ey_ Al)A I DATE: 01/20/14 (LSHUTTER=IhCH, tac.J) (AssA N 26) 7486 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 2 I 3 I 826-7979 I 4 I I 6 I I 6 I DRAWING No 14-004 SHEET 20 OF 26 A. SEE END CONNECTION DETAILS ON - SHEET 24 TYP. FULL HEIGHT. Nv - AL1001A1E (34)' LOCATION r-:\.(1! 5 b 'Do (,)°R (6pp) , (7) ON \.0 ($)ORF\YI +\5) - UN1081E0 000101 TYPICAL (2) HV BLADE SHUTTER ELEVATION N.T.S. I'It(II1111' 1 111,1/1:.;11) n5 L,.nplyiNt s,111, I1:.. Phni:bl IIuiIJI,.g t', :ic., I',kmLC)hi i I:,Inlllllun C11ain! Dad�l4�illu.1 l,�lllrul MIAMI--DADE COUNTY 0%y11Ei1 A, No;14167 . STATE OF P.L. �Mla.kitUTR V 1ATE * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION A 1; ONE 34 H.D. LOCK SHALL BE USED FOR ANYSPAN AND INSTALLATION AT HEA DUTY SYMMETRICAL CEN1ERMAIES, (1) OR (p))4-)) AND AT ANY ELEVATION. (3-4) H.D. LOCK MAY BE USED AS A INSID . OR UTSIDE LOCK, ATTACHED TO 0J3 HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S,S, M.S. LOCKING RODS U ARE NOT MANDATORY, I.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 91 LOCATION OFT LLD, LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR S UTTER SPANS UP TO 105". �,1(� H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" DOVE OR BELOW MID HEIGHT OF SHUTTER, FOR SHUTTER SPANS GREATER THAN 105", 0-4) 11.0. LOCI< SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. / IRIEc o 1Nc. TILLIT TESTING & ENGINEERING COMPANY M155 N.N. 3800 51, 514 305, 8001000 00810005, 018810A 3716E Yncne . (405)871-15)0. Fox (305)011-1531 e -moo: I111.co W c ol.cmn 00.0000718 WALTER A. TRAIT' Jr. P. E FLORIDA I1c k 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone c 2012 EASTERN I.IE1AL SUPPLY, 1119. (SHUTTER=I CH, nrrc., (AssA // 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826. 7979 MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BORTHA HV Accordion SbuNerSystem H.V. RADE 11 W/ 0A 14/0 H.V WINDOW EUDE 0 HV, BLADE 1� 1:1E6. 04 003961171011 067E 1 I 2 3 4 5 I B I Drano by; A.G. DATE: 91/204 DRAWING No 14-004 SHEET 2OF 28 POURE0---- CONCRETF. REQUIRES CONCRETE ARC110HS (SEE SCHEN' E ON 1/4'4-2013/4' S.S. SHEET 26) " MACHINE SCREWS USING I/4'-20 NUTS 0 6' 0.C. // /%- {{▪ 1•;-�� //A / % / OPTIONAL 1' 11111. SEPARATION TO GLASS ___. (SEE SCHEDULE ON EXISTINGSHc T 25) GLASS EXISTING GLASS HD WALL HEADER INSTALLATION r --OPTIONAL 11 561.36110.6 1. ulfl•tI'WS _ 2 ---(5`L SHELL Fr -- 1 i -k /W / / /. POURE0 CONCRETE •• 1021L REQ'D. Ills 11JNCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) I/4'0-2013/4' S.S. PHILLIP5 IHUS0 HEA0 MACI1112E SCREWS USING 1/4'-20 NUTS B ti 0.0. COHD WALL SILL INSTALLATION NQTE EOR COLIBINAT1011 Of SECTIO)5. SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. 2- MOUNTING SECTIONS CM1 DE COMBINED IN ANY 8100 10 SUIT ANY INSTAl1AT1111). POURED CONCRETE -1 NLLIUIHLO EXISTING _ GLASS EXISTING _ GLASS OPTIONAL _ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) / / / %/ _r_ EDGE OF „/,/ .- / '— Sufi IF APPLICABLE /// /r/AK LIN SEPARATION TO 01052 (SEE SCHEOULF ON 1 O HD CEILING INSTALLATION. MIN 8)80011)00 IU 605 - (SEE 64.310011LE 011 —UI 1J 1#1451/4' HEX HEAD_ TE6 SCREWS 0 3' 0 C. OR 1/4"6-20 S.S. 21.5. W/ LUT 0 r 0 C. /) ✓,f(l /, i � CONCRF IT ANCHORS (SEE SCHEDULE ON SHLLI to) POURLO C..ONCRFTF REQUIRED - 4 E D A EDGE DISTANCE (SEE SPECIIICAi10N5 ON SHEET 26) 11lO1)Il('1'1 111/11,111 oT y.1Ym;; I. 111111,,. 11..1 bip 131102.) 1 HIT: ) ` Is<yllg0un IEs E'/ 1r I EXISTING / GLASS NLN. 0 6)80)0)100 r0155 (scc 20111601E ON SHEET 26) // —% // LJ; / / / Sua?r / // / `// / // APPLICABLE /1,/.4 / /// /� L/�e7/ /% /, POURED FLAT HEAD CONCRETE ANCHORS CCNCHL IE (SEE SCHEDULE ON SHEET 26) HE011)000 (cJc HD TRENCH INSTALLATION. EDGE OF --- -SLAB IF APPLICABLE HD RAINGUARD INSTALLATION j 6112. SEPARATION TO GLASS (510 SCHEDULE ON iSHEET 25) EXISTING CLASS ALTERNATE - #14X3/4" HEX ANCHOR WASHER HEAD - -- LOCATION TER SCREWS O 6' OC 0H. 620AM1)0v i10 CLASS (EEE SDHLDLILF 22) (a 61EE1 20) (0ISTIN9 GIA55 � � 1 Iv9 Cgs' / /// ., . / / ELME OF ///,r./'/ j/// /•-5UU IF /// APPLICABLE LL,./ L_ POUREDf'L/ CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON 5111)1 26) ® HD WALK -OVER INSTALLATION _n HEADS TER SCREWS WASHER0 6" 0,C. CONCRETE ANCHORS /-(5EE SCIIECULE ON SHEET 26) DOF SLA.A F n A°PUCABLE .06 EDGE OF--• //// / / X J%//�lY�. SLAB IF / (.I2' f, APPLICABLE //// EO 7E.°12/.2. O POURED 1�_LL/�L /! ZZ CONCRETE REQUIRED •- - HD FLOOR INSTALLATION INSTALLATION DETAILS W/ HV BLADE \%NKI01 11111111011/, \OENs I. I/ / A ti soo l 1 %.i d,i1411.1:11111,1111,1: MIAMI--DAUL CUUNIY SCALE. 3/8"=1" No. 44167 IILIECO iNc. \ A. r : * 01 TILLIT TESTING 8c ENGINEERING COMPANY '7.3., m'1) SLATE OF 6Q' 2, 6355 N"In., J.L`305)57It 305, .6QU G (305)671.10015, 31) JJI6l 1:... Oma, •. // 6 .' 0' `: .-lnoll: un.cafianl corn ro CC "•, ORAD ,• �`��c EB -0006710 ,07 SS/( •..... c..\`.�C . 01 WALTERiDA 1511)1 0.4418 11 P.E. 5PA4„I (NL�IjUl YDAIE FLORIDA (LSHUTTER=CICH, (ASSA 61 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826--7979 BUILDING CODE (Hioh Velocity Hut -dem -to zone 1©2012 EASTERN METAL SUP010, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV " 00061805 56u16r2y2lenl II.V. OW)E 11 (9/ OR W/0 H.V. 189000 EWE & N.V. BLADE 1. PE/. NI DESCRIPTION OA1E 01088 EX: A.G. T DATE: 01/20/14 2I I DRAWING No 1 14-004 5 1 I SHEET 6 1 1 22 OF 28 SEE END ( OUT( WAI I CONNECTION DETAILS ON SHEET 24 ti 2%2.x1/8%0.-2. (C063-18 ALLOY) AUO. ANGIE 0/ (2) I/4'0 7AY(014 ANCHORS TO CONCRETE (IOP/BOIT014) & (4) /14x1/2' SMS. TO TUOE AT EACH ANGLE. (TIP) r-�I N • {-/— E XISTING CLASS ®07 ® OR © ,10OR \ ♦ 13 p- /2 - /2 114 x J/. 5616. 0 12' O.C. MRI. SEPARATION TO GLASS (SEE SCHECULE ON SHEET 26) SEE NOTES ON LOCKING RODS® h HO LOCKS ON SHEET 21 [-EXISTING GLASS [ IN (4) H.V. __ 6 lit PINS (TYP.) INSTALLATION (2) HV BLADE SEE END WALL CONNECTION._ DETAILS ON SHEET 24 --(3-5),T- - (0P I TONAL) 1/21:__... /2' OOR ® OR © ♦ V/OR 10 , CI oft@ c -- 0 HVA—HDA -EXISTING CLASS 41114. SEPARATION 10 CLASS10 I N (SEE SCHEDULE ON SMELT 25) - i -•'CONCRETE/ /ANCHORS ® 4 6' 0.C. / \/Q OUT ( 6 I/O" 1!A%. SLACK HVD—HDD /DUCT IC/.VICI.I1 pe CO1111101111?5: 01 WV ;111111111 111 JIJI11!1 l\Oo Aeaynnn:o tdu 411i•9I1111, 17,1 P11+Inl 1%Jln 01/111,1:1• LIO HVB—HDB (oPnoNu) SYMMETRICAL HD CENTERMAT_ES W/ (P)" LOCK -(EXTERIOR) 0o8@--/ 32 L L,0* * (OPTIONAL) HVC—HDC SYMMETRICAL HP CENTERMATES WI _LOCK (INTERIOR) II NTERIOR)(6D, 143 OR® ON (7)oi 0-@.15 MIAMI—D4DE COUNTY No. 44167 -7* >E' n-' * TILLIT TESTING & ENGINEERING COMPANY T'• STATE OF • 2 6)55 NW. 36N 51, 514. 305. VIRGINIA GARDENS, 806104 3316! 4' . Plmn, . (305)621-1630 . Fox . (305)811- 191 �' 40n1DP,..'<����•� p—m u: uu.0060:. om %,/(<'<,;; 'i�S •.... ......r��J ` E6-0006118 E)/6k.A"e \�A `�� WALTER A MIT Jr V E. P.C. S�E'Mu,1 IBE`/DATE FLORIDA Ln. / 44167 (-POURED CONCRETE OR CONCRETE OLOCK 1'/ALL REQUIRED / IILIEC O ENc. FI (TRIDA RUILDIN(; CODE (Hinh Velocity Hurrlcane Zone_ ® 2012 EASTERN AIETAL SUPPLY, INC. trrHUTTER=CH, INCH I MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER (A50A # 26) 7485 WEST 2 COURT HIALEAH, Ft 33014 BERTHA HV' Aow/Jlun Shultcre)at<m 11,)16 r4 NV. BUMF ►% Dm. 6y, A C. DATE: 01/20/14 DRAWING No 14-004 SHEET 23 OF 28 1E0_Nol OESCRIP110N 1 lil+ 3 I PH (305) 823-2323 FAX (305) 826-/9/9 4 5 1 DATE I`I 7/\/_ 7 / / // L CONCRETE ANCHORS -- 0 16"70.C. j // / Y-7` f.liN.r-� / E0(1 -LEO / / I / 11 6 __ EITHE010RE SIDEAT OF (9) 1/2" MIN. T 414xI61/2O." C.5115. / ® /7 o-/ ('OUREO CONCRETE OR CONCRETE OLOCIC WALL REQUIRED EXISTING GLASS 111f1. SEPARATION TO GLASS (SEE SCIIEOULE ON SHEET 25) ri / / / 1/16".3" MAX, - (5063 -1B) CONT '- ALUM. CLOSER PLATE, LOCATE AT EITHER SIDE Of 6j) 414s1/2" 5.0.5. W 16" 00 -- POURED CONCRETE /� / OR CONCRETE _— _-/ ULOCK WALL REQUIRED / / /-- EXISTING GLASSf_ J /` / / _- / // - -I --- <.2- MIN SEPARATION 0 GLASS (SEE SCHEDULE ON SHEFT 25) SEE DEW. X FOR SIDE CONNECTION 0)0R ®oo 1 000 To TRACKS 0 °R Cal END CONNECTION DETAIL n /ND / POURED CONCRETE OR CONCRETE bLOCK WALL / REQUIRED EXISTING G1ASS f /CONCRETE/ ANCHOR \ U C. / 4IN. / / ; / / MIN SEPARATION TO GLASS --- { (SEE SCHEDULE ON SHEET 25) 1/2" FIIN. I 1��''I�\L OX®�,•�IOR©, 000 (J1 Ill 1 TI OR CO + Tl 'il .END CONNECTION DETAIL5) �l pRoDuc Uniln qdp,, ;r •'. ilh N,o 1'I,..,.In liuy C'„ 1, /IC,/I,L;Ocn 11u':1 I!XQIIBI ul1 ('1,1,. •. Nliwui L)n/o Ttr.fJlct C"n11,11 CONNECTION SFE DETAIL X FORT SIDE CONNECTION TO TRACKS +O%6.®OH®+©OR DETAIL,20 - POURED CONCRETE OR C0NCNEIE BLOCK WALL / / KI4g4- SJO5 0/15" 0 C. / CONCRETE / \I/2" 111N. <11 ANCHOR12" O.C./ /EO / I74 1 _ _-Ji 2' I.IIN. / / I/ POURED CONCRETE OR CONCRETE BLOCK WALL REOUIREO /—EXISTING GLASS 1/I14. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) _1 ♦USE I" OR 2" MAX. \T (AS APPLICABLE)x2"xl/5"00'--2" ALUMINUM CLIP ANGLE / 1/7" A / - 7 (TOURED CONCRETE OR CONCRETE BLOCH 11011 REDUI111C / EXISTING ()USS A Li____ / 5116. SEPARATION (SEE 501601II E TO G'A5S ON SHEET 25) (0063-50 AI100) AT MIDNIGHT / (I) 814.1/2" S.M.S. TO (2)l/4"0 TAPCONS ANCHORS TO WALL AT I" 0.C. (LOCATE AT EITHER SIDE OF©) (6)+®OR®OR5+@OR O-® END CONNECTION EXISTING /1 If CI ASS 111N. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) 1 0)- I®//IOR10108 \060\0///}0 END CONNECTION DETAIL N. 44167 MIAMI—DADE COUNTY * ' ; * ' TII.UT TESTING & ENGINEERING COMPANY 0 �'' STAI�Q . 635, Rw, 3B@ St, 5t. 305, YAOIIM CMOtllS, 6.04100 33161 d /. F Phcua (305)071 1530 Pax 1305)611- 1631 4'1 (ORIDF •' c a -,nolo 66.. aoaaL.11n is o\, N< EB -0006'710 1000 S/^ x\ V WALTER A TR.I1 Jr P. P.E. St:'ke ll ( Or/DATE RORIOA tic. 1 41197 IILIEC O ,NC. DETAIL ®3 SEE DETAIL X 10 SIDE CONNECTION TO TRACKS '®+GOR®OR®+ OR c1 END CONNECTION DETAIL ® 1 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" ®OR‘ OR PLAN VIEW Y DETAIL X END INSTALLATION (2) HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. R®OR© FLORIDA BUILDING CODE (Wall V51-1eRy Hurricane Zone © 2012 EASTERN 1,1 IAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA MV "' Accordion Shutter S3 o1,R, II.V. BLADE 11 W/ OR W/0 H.V. WINDOV) MADE & 0/, OWE I) 1E0. Nd 01160151150 1[ SHUTTERIICH, (ASSA N 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 2 826-7979 1 DATE Orono by, A.O. DA1E: 01/20/14 DRAWING NO 14-004 51)066 24 OF 28 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) �H INSIAI LAI IONS W/ SYMMETRICAL 31 DI?(_3), W/ ONE HD 34 L0 & NU LOCKING DS (35 • RAXII.IU1.1 A50. DESIGN I OAD .o pll MOUNTING C01011000(0.9.1.) POURED CONCRETE INSTALLATIONS * tgTE5: (1) L+. MAXIMUM AIL OWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN 1050. L-: MAX. ALLOY/ABLE SPAN FOR A GIVEN NEGATIVE ASD DESIGN 1000. (2) PROCEDURE TO DETERMINE 4.14.511.11114 SPAN FOR WALL MOUNTINGS OR FLOOR/CFILNG. 0)5141 A POSITIVE A,S D. DESIGN LOAD, 011550MINE MAXIMUM SPAN 1+' FROM SCHEDULE 0055 A NEGATIVE A S.D. DESIGN LOAD, DETERMINE 5AAl1AU5 5P,M "E-" FROM SCHEDULE. + OR -) l L (1Q L - (II) FINAL MAXIMU'd ALL05ABL E SPAN 10 EQUAL TO THE ( MINIMUM "1 10 00AN BETWEEN "1+' 1/10 -'. )0 ( OR 1E55 10.--5" 1-(11MINIMUM 0 35 14' -10" 18'-0' (3) PROCEOURE TO DETERMINE 4,1AX111061 SPAN FOR COM6INATIONS IN BETWEEN WALL w/ FLUOR/CLIUNG 1NSTAI L.(IIQN LEQEN12 ♦ SEPARATION 50 GIASSRECUREMENIS MINIMUM SEPARATION TU GLASS FOR SHUTTERS INSTALL E0 AT ALL ELEVATIONS OF BUILDING IS 3". 4014'-4' 17'-10" I.IOUN14500, 505 13 SU8STPATE 0005E0 CONCRETE -11' 1/ 0' (SHEET 22) FORA 45EPOPOSITIVE A 5. 050105 LOAD; MOONWAL)NOS 50 13'-6' I7'-0' DE7I,IINE: ER 56 _ )3'-3" 10'-10' LI+4 MAUL SPAN FOR WALL MOUNTING INSTALLATIONS. L AA & EE 60 12'-11' _ 16-2-2 19i- MAX, SPAN FOR FLODR/CEILING 1.MOUNTING MOUNTING 65 _ 12'-6' 15'-6' INSTALLATIONS. FLOOR/CEILING BB, CC, DD, 70 12'-6" 14'-11' FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD, M0031750 FF & 00 75 12'-3' _ 14'-0' DETERMINE: 60 12'-0' 14-0 1I MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 85 II' -10' 13.1-5.. L2--= MAX. SPAN F012 FI 00R/CEILING 140001150 90- 11' 6'-13'-2'INSTALLATIONS. 05 ----_ 11'-3' - - 12'-10' - FINAL MAXIMUM ALLOYIA1ILE SPAN IS EQUAL. 10 1111 100 - --10,-6"__--._-12,_6._ --- 1,115114.11.44,1 2117YEEN "LI f", "12+", 'L, " ANC "18-' 105 10'-0' (2'-2" _ (4) CO TO ANCHOR SCHEDULE 010) FINAL MAXIMUM 110 9'-6'11'-11' ALLOWABLE SPAN AND LIAXII,U12 A.S.O. DESIGN 1040 TO 116 9'-1-- -- 11'-6" - DETERMINE MAXIMAL) ANCHOR SPACING, 120 6'-e' 11'-5" 125 - 11'-2' 130 ---- - 10.-11' 137—____ _._---10'-9' 140 __. - _.- 10,--8' 145 _-- 10'-4' 150 - 10'-2" 165 - 10'-0" 160 165 170 B'-7" 176 --� 9'-5' 180 185 180 - 9'-0' 195 1.141)1 ,11' . 4' 111.3)0)1'11 1n:1,1,1;'0";,..hll No. I 14)41 , ralnl, r,n1 I'1044'I;,U111:11 I; - A11A�innu((bn Goi MIAMI-DADE COUNTY (2) HV BLADE ONLY A41A1 EIIHHIIIIIIJ,JJ CR A. T7 rA c\ P\N �..10E� I�• /+ / IiLIEC0INc.\ NO..A FLORIDA BUILDING CODE (High Velocity Hurricone Zone - 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV '" Accordloa S6ultor System H.V. BLADE It IVT 0R W O H,V WINDOW _OWE k H.V. @TWE i) ( SHUTTEH=TICK /Rd gj67 (ASSA 8 26) *" TILLIT TESTING & ENGINEERING COMPANY REV. N DESCRIPTION 1 DATE Drown by: A.G. * ; * 7485 WEST 2 COURT I DATE: 01/2o/I4 1.� ', T , 83!.5_59, 3811. 51., 51. 3Cf, M OIRA GAREC a, R1H,IW nlet f, SiAiEBF-- •• h01.: (305)88 -1630 , Fox : (305)971-1531 HIALEAH, FL 33014 2 1 I O'• .-m2u: u9n ooeol corn I 3 I DRAWING No - �' , '' ,' 19-0006719 14-004 --4•Fs•'• ./ �` wnlTeR w 1Rui Jr. 0 E PII (305) B23-2323 FAX (305) 626-7979 ` 4 I �A §1 •••"•'• •G .`� FLORIDA M. !' 44167 I` a I I SHEET P.E. �SFiM, �A yeATE 6 I 25 OF 28 A_11LBOIL_ PACINo LEGEND rAPcoo 11 5/16'a TAPCON XI. MAXIMUM SPAN (11) 8,-9„ OR LESS >8'-y" UP TO 12' 1" >12'-.1" UP 10 18'-0" MAXIMUM ANCHOR* SPACING (in,) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN. MAXIMUM A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS POURED CONCRFIL ALL MOUNTINGS AA THRU GG (SHEET 22) USE MAXIMUM VALUES BETWEEN POSIIVE .MID NEGATIVE 0.0 D. LOADS 50 OR _ESS >50 TO 90 I >90 TO 120 >120 TO 160 r >160 TO 195 8" 12' 4 1/2" 8" 3 1/2" 3 1/2" 6" 3" 3 3/4" 10" F / 1/2" 3 1/2" 5 I/2" 1'1101 /111.1 I(1'y I':111I complyi ill. 01,0 1 /1011 Deli;__ 1(- ' I /. 1111fn,(1"JGE Ivo/id ('1/,1101 } NOTP' VALID ONLY FOR UP TO 10'-0' SPAN MIAMI- DADE COUNTY •, STATEDF 41, ,ATE5§. ?/JLIAtIYT P.E'gk&:, A/ •111111111111111'6 *SPECIFICATIONS ON__A C not 6.1 . ,. _ _JUNCRETE SUBSTRATE (A) ANCHORS TO WALL SIIALL BE AS FOLLOW/S: A.1) TO EXISTING POURED CONCRETE. (Min. fc .. 3192 pal) - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.LW. BUILDEX. MINIMUM EMBEDMENT 11(10 POURED CONCRETE 00 TAPCON IS 1 3/4". A.2) 10 EXISTING POURED CONCRETE: (Min. Yc - 2800 psi) 5/I6"0 TAPCON XL ANCHORS, AS I.IANIIFACTIIREO 90 I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCHORS IS 2 1/4". A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THF EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH T11E MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE 0.1) ABCVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (8) ANCHORS SHALL 6E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (1) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. ORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/18"0 TAPCON XL. (2� HV BLADE ONLY IILIEC O INC. \ TILLIT TESTING & ENGINEERING COMPANY 6355 NM, 300, 51., 610. 305, VIRGIN, 0.1601l15, 010005 33100 I'Nan.: (J05)a71-t530 . Fox : (305)571 -1511 o -mail: Iilt.coOool cam ED -0006710 WALTER A TUX Jr. P F FLORIDA LIc. 1 14167 FIORIDA R �JSHIITTEA TACH, INCA (ASSA N 26) 7485 WEST 2 COURT HIALEAH, FL 33014 AIDING (,',ODE (Hiatt Velocity Hurricane Zone © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV " nacaralnn BnniterSycten, 8.V, RV01 11 W/ OR 05/0 HV (980005 @1 a H,V. BLADE 1: 4E0. Nd DESCRIP11011 1 DATE' Drown by. A.G. I DATE: 01/20/14 4 �- --- --; 14-004 1 5 I I SHEET I a I 1 26 OF 28 DRAWING No PN (305) 823-2323 FAX (305) 826-7979 1 9LADE'$ KNUCKLE \ CUP) 2 7/8' 6144 CLEAR SEPARATION BETWEEN BLADE OP NINCS �lyl 12' AIN CLEAIIANCL TO IN 460 TO!( EDGE i - FIAT PORTION _ OF BLADE (1A) HV WINDOW BLADE 11 //1 1 I 12" MIN. L EARA1/6E TO BLADE 901301.1 LOGE r-- --- I - 1 -� SCAI F: .3/8"= I „ HV WINDOW t 0 3/4" ON C -NIERS 1 - 2 1/4" CLEM 90520EN TAyS .1875" •0625' ,1875" EXTERIOR SECTION X -X SCALE: 1" = 1" ►Y -4. 625 ----„� 0625” 0625 "' - — ,0625" SECTION Y—Y SCALE: 1" - 1" l'1401)(4:1 114.1' 1!.1:11 Ps(HRH,: yl H., N, 41110,0 116166, uIIJiuO OR.Iv :3,,.1116.6 6 No 11.11;011- ,,:))p ?'00'i0,) 0011.1 ►Y .7500" -- EXTERIOR ELEVATION SCALE: 1" - 1" 4) POLYCARBONATE IMPACT RESISTANT HV WINDOW. BAYER MAK ROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28), POLYCARBONATE SOURCES FOR 44 TYPICAL PROPERTIES PHYSICAL: SPECIFIC GRAVITY MECHANICAI TENSILE YIELD 520(907/4 FLEXURAL STRENGTH AT YIELD FLEXURAL MODULUS IMPACT; NOICHLD 1200 FILE BURNING CHABA/TFRISIIC0; SMOKE DENSITY RATE OF BURNING SELF IGNITION 5EATHFRIN0• TENSILE STRENGTH AFTER WEATHERING TENSILE STRESS BEFORE WEATHERING TYPICAL HV WINDOW BLADE I4 AND POLYCARBONATE HV WINDOW DETAIL �P�` Nmm7/ 77 A X41 �ILIECOIN, No: 67 = 3 * a TILLIT TESTING & ENGINEERING COMPANY 5: -0,e p : T♦ ;6355 NW. 36.. 51, Sid MS, VI6GIl5 GARDENS, 4)090A 3316( ''TATE Or Phone . (300)6/1-1530 . Fox 4 (305)671-1531 ❑ n 5' 9lrt00s*I.<o,n 111Dr,. \\0, $ WALTER OOO610. P. E. P.E.�7viy,d�'16NA0N-„xRATF FLORIDA Do 1T 6416/ MIAMI-DADE COUNTY APPLICABLE STANDARD REFERENCE RESULT 9)15/4 &eq 411.VATT,5 UMW/ / Scnsa NAM tic VM.rua 3103 l µ 101 K. ASTIR D792 0.047 IB/In' 0.043 Ib/In A517A 0839 9,400 p.a.). 9,500 p.e.). 65744 D790 12,500 p.a.l. 13,400 p.a.l. ASTM D790 340,000 p 5.1. 346,000 p.e.l. 05101 0256 18 FT Ib/In 17 F1-16/in 45749 02843 47 2 % 74.5 5 MAX AVM 0635 C—I CLASS C-1 CLASS ASTM 01029 1090 'F 980 'F 0.5TT1 6155 ASTM 638 9302 p. e.) 8840 p.9.1, 0571,4 638 8961 0.5.1. 6880 p,s.l. FLORIDA BUILDING CODE (High Velocity Hurrlcone Zone [SHLITTER=ITCH, IN4 (ASSA M 26) 7485 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 el 2012 EASTERN 610AL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA NV ” Accordion Sh01Ice System DE 1 11/ OR W/0 H.V. WINDOW DUDE & 11.2. UDE tI NEV. N DESC9)16109 OAT* I D,a.s b,: A.C. IRATE; 01/20/14 DRAWING No 14-004 5 I I 4 I I SHEET 27 OF 28 ;-f - o' it -.7 -71 II I I ' M. FA END 11' I1 ' 10, 111! I VAX, 9 WINDOWS i0 _ ; 110 I' 0 '' 0•/ 1 ALDWEO m M/ II 11,.(' 0 i0 1V1J1 WINDOW BADE @ o,, [(00.0.1R2.4-2,4--4) IC 0 0 0 0 0 0 0 0 0 0 ;0 "0 I;0 — I 0 0 0 0 0 0 0 0 0 0 0 0 110 y §�A 0 10 0 0 0 0 SEE END GY3 CONNECTION /%•., -, r I, 0 LEI@$4 DLIALS VN _ lyiL`0 0lf0 1E0 10 0 0 0 0 0 FULL TIIEIGIR, - / 1 ( 101 B6N CE•^ )ITPt Or, IB0170Il UIRLL1E1115) (`> —4 4 o3(').()) UNUTAITED YRDTH — —L', — ELEVATION IAN SEPAMnON To GUM 01)01)ND 01 ASS -1 -(5E0 5010,3,0 ON SHEET 12 FOR MACE (5) BIME �..•- — - .� ` MO pl s-cET 28 FOR S () QAl �(/�� /\ /1,µf/ r I (1 \ 1YP sn)n)1w1ca CENIEHAWES (z}0t/z- IY/� OR �S AND --- W/o (SE NOTE 4 ABOVE) Eafi TYPICAL (11 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1/) SHUTTER* N,T.S. )'IL(0)liC1 LEI `/I';I'I mply'int) 1:•i)), ll ,: I I,M No 11110.1110 Old,: I E4pi01lio0 11.Y;02- /;.4. A11n11 1I ),� 6-.-TS„l,lm l c\nAnll MIAMI-DADE COUNTY 11L 44uH1111/44,04 o30 .A. A'N./. ',, Il SHVJTTEH TkCH, tic, II No,.441,67 (443344 126) A-• - * TILLIT TESTING & ENGINEERING COMPANY 7485 WEST 2 COURT ,• * 6355 Mri. 38)44. 51., 51e 305, M1DIMIA GARDENS, 11,09104 33161 043__--- PNuna . (305)871- 1530 Fax : (305)871-1031 HIALEAH, FL 33014 ��'-. �. ”' : •� e-mo11, OHec0000l coo "moi ."..:„'Ti ���., �OAtD ',.•',cC,�'e WATER A. NWT 130,. P. E P.E. ,,,ft I A) 0 TC R 0010 tic. / 4416/ )•,,INIIIN144,•/ • QFNERAL !IMITATIONS AND CONDITIONS OF )ISE FOR BERTHA CHH/ BLADE ACCORDION SHUTTE- YSTFM WORKING IN 4. , . . , .44, . :1 I 1 IA41. 05.5 04491014 PRESSURE RATING: +110. - 110 p.e.1. 2. MAX. SHURE4 SPAN: 98'. 3. ALLOWED 1101/011005; A, D, 0 4 H ON SHEETS 8, 7; AS WELL AS MOUNTINGS M, 0, T, U & 11 ON 01)0(10 18 4 10. ES 81/ OR OUT1111 , (SS)4 / I DE II ET rcALO00 OPPO AT NG EXTERIOR �SIN S 045SID0 E ALLOWED LYO P05 4)0 CENTERMATE, 5, (A) 444 WINDOW BLADE \'N SHALL ONLY ALLOY/ A (.405100+ OF 5 OPENINGS (3'0 HOLES) FOR 44 PER BLADE AT SPACINGS SHO041 ON SHEET 27. (B) MIN. CLEARANCE FHO 1 TOP OR BOTTOM EDGE OF 11V WINDOW BLADE IA OF ANY 3'0 HOLE FOR 44 SHALL BE 12.. (C) FRS1 OR LAST BLADE C0MIN0 OUT FROM STARTERS AT ENDS MAY 8E HV WINDOW BLADE 144 (0) IN WINDOW BLADE (t Ai MUST 80 USED AL15014+TE TO A SOLID HV BLADE® THROUGHOUT SHUTTER'S ROTH. (E) CED'[ERMATES SNALL ALWAYS BE INSTALLED AOJACENI TO A SOLID M/ BLADE 1 AT ERNER SIDE OF 1HE0. (F) POLYCAR8ONATE NV WINDOW 44 51. BE INSTALLED SO TABS FACE THE INTERIOR OF THE OPENIVO BEI 44415 PROTECTED, HV 1YINU044 44 14/141 BE ONLY INSTALLED AND LOCKED USING A 140 SMUG TOOL PROMO D BY +SSA, INC. B. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO 14000 FRAME BUILDINGS ON SHEET 16, AS UTA11E0 0Y SPAN AND DESIGN LOAD (SEE 4401 ES 1 4 2 MOW). 7, SEE 04)080R SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCREIS Ofi CONCRETE BLOCK WALL 011 SHEETS 13 4 14 AS UTA0ED BY SPAN AND DESIGN LOAD (SEE NOTES 1 4 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE. I SHUTTER SPAN MINI/421.1 SEPARATION TO GLASS OB' Mor. B' ALTERNAT OPPO 14 CENTERMATES21fl W/ Q(EXTERIOR ONLY) iOPSX44>>0 .0 _ 44 _:4 (n)°`'?I' FLORIDA BUILDING PII (305) 823-2323 FAX (305) 826-7979 1 CODE (Hia+ Velocity Hnrricnne Zone m 2012 EASTERN METAL 0)1/0)0, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER B ERT HA HV '" Accordion Stutter System TLV, BLADE II (9/ 0R W/0 14.4. WINDOW RIME & H.V. BLADE I, REV. Nol 0(004441100 DATE I Dronn 15v: A.C, 1 I DATE, 01/20/14 2 I I DRAWING No I 14-004 S SIIEET 4 - 28 OF 28 4 /REQUIRED MINIMUM / 6•K I I/ex 0 035" 1411LK _ I.II/.11)). ASTIR A-653 GRADE 40 1 `,'+ a /.II,). G-00 GALV STEEL METAL STUDS AT I6" O.C. (REQUIRED /10/000 ALIn. 13/4•x 6 I/4•a 0035• RICK 1'In. 43, CONT. 6ALY 51EEL MACK CHANNEL, A511 A-653 GRADE 40 MO. 0-60 0 6' 0.0 0000M11660 FASTENED TO STUDS W/ (2) /6x1/2. 1EK 500430S ON INIEN,OR 0 5415MOR 600' ' VARIES �2" IIQo �ll,/7444/,r//Ill/ 1 ritia • I EXISTING CLASS--,. -4 REQUIRED )1.INI14U14 3/4'* 6 1/4•x 0.035. 15440 Min. CONT. 0005. 50005 14441 04014401, /5711 A-653 ASIDE 40 111/ 6-e0 O1O FASTENED TO 51005 W/ (2) f / (2) /eel /2• TOR SCREWS 04 FAC 511(005 14 EXTERIOR FACE 141— IMP` 805040EO MINIUM( 76"x I tin 0.035' MICRAlin. A9T A A-653 GRADE 40 MI5. 0-00 DALY. STEEL METAL STUDS Aix I6" 0.0. J1 d 436 a 6" 0.0. I \—tto a tito 0 6'0 1/2 0 0' O C Vt 110110 EXISTING FINISH '39 AS APPLICABLE MIN. SEPARATION TO GLASS — (SEE SCHEDULE) .0545050 FINISH AS APPLICABLE 4515. 0 44, 044 s Nlum!",mlTlu!!a Ib�,. . i .VARIES:'_ 2" 1000, ®' 1 0.0. INSTALLATIONS W/ (1) HV BLADE & HV CENTERMATES 21 INTO METAL STUD WALLS * 40 41 // 475" /2" 411) 112 GENERAL LIMIT TIONS AND CONI1_IjfQNS OF OSF FOR BERTHA KV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.O. DESIGN PRESSURE RATING: T75, — 75 p.a.f. 2, MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY NTERMATE 21 W/ (24) I IV LOCI( ARE ALLOWED WITH 21 ARRGED A S METRICAL LAYOUT. USE OE (2) 35) (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE, ** BLADE SLACK DETAIL HVF IS VALID FOR CENTERIs(ATE 21 APPLICATION WITH BLADE10 6" 0.C. WALL HEADER/SILL INSTALLATION ✓' r/EXISTING CLASS SYMMETRYCAL CENTER MATES W,L INTERIOR, ACCESS SIDE SYZ4METRYCAL CENTERMATESWL ti4/ MICE N.N. SEPAVA1Kri TO GLASS L 1 I N k lac (sc s0Enu) J � 1 J _� 6U SEPARATION TO GLASS SCHEDULE MAX. SHUTTER SPAN L (In) 84" OR LESS EXISTING FINISH AS APPLICABLE (TVP. TOP & 00010M) 77- 1" MIN. SEPARATION YANIE5 TO GLASS 2" (SEE SCIIEOULE) Max. (0"AIIn.( \•i�/ \ // CUM5. I4SEPAHA11U4 IO CJSS I I N i SDE LOac (YS 55(.060) ll MINIMUM SEPARATION TO GLASS 3 1/4" -Ir 2 000" 1.141.I - ,0o3" ALL �f°c7 r 1/4"0 NOMINAL ALUMINUM SLEEVE 5063-T5 ALLOY 1/4"0-20X3" BOLT MUST PENETRATE ® 1" .250' 373' _050" 1N 1c /4"(e-20 THREADS 1/4"0 ELCO CON5TRUCTIOH PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8"= 1" 1 3/4"x 6 I/ 4",t 0.035' THICK Mln. OW, GALV. STEEL TRACK CHANNEL, ASTIR A-651 GRADE 40 Mtn. 0-60 GALVANIZED FASTENED TO STUDS 1'4/ (2) /6x1/2' TN 600(016 ON INTERIOR & 0X0044136 FACE C� (Cont.) HVA --3 1/4" (Typ.) - 6 1/2' (1)p.) 011101)004(5004/03-14 R1 10n1Rh'Ql;ll',NIIn,: rl 1511)101115 L',nlo A,.C, pl.0 4o NI _ 4 Ity :. ,.,, Nllmni Umb 1"O,1441 MIAMI—DADE COUNTY 6 1/2" MAX. SLACK **— - - BLADE SLACK DETAIL HVF / IILIEC0INC, LLIT TESTING & ENGINEERING COMPANY 040. 360. 51, 51e. 305, 050510 GARDENS, RORIDA 33164 11.one : (305)8,1-1630 . FE). , (305)671-1531 e -moil: b'lleco9Ool.com EH -4000/55 WALTER A MUT Jr. P. E. FLORIDA Uo. / 44167 FLORIDA ((SHUTTER=REX, nic. (ASSA M 26) 7485 WEST 2 COURT HIALEAH, FL 33014 II L GATES AT HV HEADER,/SILT. ENDS SIDE CONNECTION TO TRACK BUILDING CODE (HR,h Velocity Hurricane Zone' 0 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER 9ERTHA HV " AccO0RENI Shutter System am: 1 44 09 ((/0 H.V. 1410)444 BUDE k H.V. BL(DE N• 0050RIP1111 0,(11 DrD.n 0‘41/020/.1 ' 1/20/A . DATE: 14 1 PH (305) 823-2323 FAX (305) 826-7979 3 4 DRAWING No 14-004 SHEET 28A OF 28 CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 7/9/14 Permit Number: BLDG1407-0044 Lot: 22 1 Block: E Subdivision: BANYAN ISLES Job Address: 8197 NW 122 LN Work Description: INSTALL 57 ACCORDION SHUTTERS Contractor: THE HOME DEPOT Phone: 9542711403 AT HOME SERVICE DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL ELECTRICAL PLUMBING MECHANICAL -11vkltaa