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T'q ,4V 4 >u' � ' a.niQ G,4u4,,: _ 6 o . ,�tU , G�, o_is a' .d aiYi: ' *.,..is- t ,: X - r/I') , '%±. / ��� �;p_G.1 QrQ ' ,�d/ S i. ' _ A 4/',4 I ;' ?)/ 41,4ls e0 ; ( .iC 18 7 ,<' t l f: 1' `.S '. `/ e/ ,fix} , - Cp4 4 ' • 5€ DP 0 s YI t . 44:..-.c ' : ?) Z;4.rr's' /r . • a ur±!4 dik ! '• ' i . Y•; G G,� f : ,R /%tai ? co. 114 4 S'd v,� 4rac; ��4 uc.ifs[ f: eery 1. *3 ?Q N k l ' ? s ' i� / : ,t i `fi /.. . % f/ r ;yr , : 4 •/ A 44' S.y� v _ s a,v44 !d b; , r , _ .'/ Pj` 2 ,. /4;;S¢ ct ,9:, 4 r / /4c5 ?4GtQ A 4 p � I,r� /l ' fit eG7 �j r'V rtn.c - 4 11 :- 11.4.4 2 s//444 v+^ z A WALL HEADERS WALL HEADERS ( WVERTED US() SCALD 3/8' a 1' a - 8.123• ry 1153 f _� .Des fp. © SILL ADAPTER SC4LE: 3/8' ! i 1 /e - 2051 1111O L .079' 2.000' t.643' L © ! OCKING PIN SCAM' 3/8' © MALE LOCK SLAT - "SCALE: 3/8' - r' '1 r -. 488' .T20' l, 4 • 1--.09 1 1 e e 1- r.250'1`i'�.062 I1 cit .1 3 WALL HEADER WALL HEADER (INVERTED USE) SULE: 3/8' a 1' 473 �! 6 ,.t70G•_J .125' .100 60• 2.040' C.o62' .062' .125' E0 BOTTOM BUILT -OUT SCALD 3/8' a 1' 1/4'1 - 20 S. S. THUMETSCREWS VAPtfE'S. SL E NOTE 80.0 e' Aro. roe u ro 9' -0• SHUTTER BLADE LENGTHS. 1 12' UW,. FOR 547/75(7 MADE LENGTHS GREATER TTi4N UP TO 12' -0' -1.2501 ALTERNATE LOCKING PIN SCALE: 3/8' = 7- OM FEMALE LOCK SLAT SCALE: 3/8' a 1- SCALE 3/8' a 1' 1.000' FEMALE END SLAT © STARTER STRIP COMPONENTS ,e-725 ` 26. • PLAN © CEILING HEADER S-0•00- SCALE 3/9'. 1' SCALE: 3/8' = 1' .3,, . FRONT ELEVATION 1.4» 0 SILL SCALE:: 3/8' = 1' SCALE: 3/8' a 1' PRODUCT RENEWED as complying with the Florida Balding Code Acceptance No 03 - 0 7o3.01 Expiration Date o ; /�: p g By Miami D' Divis © RESIDENTIAL BLADE SCALE: 3/8' - 1' FEMALE RESIDENTIAL BLADE IQ MALE LOCK SLAT 0 FEMALE LOCK SLAT SCALE: 3/8' a 1 --11 -.725' C Q LOCKER SCALE: 3/8' - 1' t e 0.339' .359' 47r 1--- -3 709 I 0s2� 1709' SCALE: 3/8' 1 r . I 1 � I-- -1.500 =y QK LOCK CLIP 4' LONG SCALE: 3/8' a 1' /1iEINC. TfLUT 1TSTING d CNGINCCR(NG COMPANY 1313 N. .1 . St.. SA 717. MGM ( eed. 1104/04 1)1 61 1r,. : (1o!). 7r. 11J0 r5.: (JmJarr. wr CB- 0005 719 WALTER .4. TILLIT Jr.. P E. f10HRt0 tic. / 14167 ASSA / RESiDENTIAL BERTHA ACCORDION SHUTTER WlILLARD SHUTTER COMPANY INCORPORATED • (ASSA / 160) . 4420 LW: 35e9 COURT MLAJU rLOPN0 .3742 ano.ry OLO 00-1 as 5..4 15' /i to MN. he 1 ' 7 . 11/19/02 OAT( 02 -549 ORAWLN6. No SNCCT 1 Or 10 5.5'700' Mo.. © ALUMINUM ANGLE SCALE: 3/8'a 1' GENERAL NOTES: 7. ACCOPOICW 94u77t1 SHOrN ON PO PR00UC/ APPR014AL 00CUMCM H4S KEW OESRx4ED N ACCOROWCC 1117)4 nIC 2001 1:0/0044 01 we PLOA704 BVt1NC COO. 0E904 MHO L0 4 DS Vogl 8c OCTC IWLD AS PER SLCn0N WO or PC MOW MCNi 0#(D 000C. P7R • 84SC WWD SPCZD of 145 rn.o.A.. MO 14 4000R0v40C W/ ASCC 7 -96 STAN04RO. .ccoq r0N SMTERY ADEascr (0R IMPACT AN0 rADCUC RESISTANC HAS BEEN YE611(D 5.V ACCORC.UCC 7!71)4 SCCflON 1601.7.4 Or 111E A30 overview COOL AS PEP ATL REPORT #0902.01 & P'A - 101. P• - 202..4710 PR -203. 2. 3L4.MhSS STM S►4(T7 METAL SCREWS USED AT LOtMW 4,4 S ALL d5' 5't 7 0 • 3 470-AN ~MLII SOWS M/ 733.0 k■ rYYD POu? t 160 447 104SRt ST V4CI11 SCFEM Sat Of COATED 11114 Y11AN 7000 SINKS FW0404Oln+ER C0471GS AS M4NUTACAPRED BY Mt'rTORO Co. 80.4 507 •ESi CHESTER PA I9361. 1 ALL AtMAMI E1TRVS.ONS SMALL e[ 0063 -75 ALLOY. 4 AU synod 70 BC STA/NLL3S STM .70 OP 376 SUM'S 1►/ 30 to TKLO PONT AND 90 la. trysts STRCNCTT4 OR CORROSNON R(547ANT COMTtD GtR80N STCLL AS PER Oa4 50075. 3. ALL ALIrMM.4, POP MPS 10 8t 5032 ALUY+MN ALLAY UfT7 ALUe/MJM MN.ORET. 6. ears 70 et 202444 ALL4.94.N ALLOT 5'4!1.5' AX0 OR 57AF4133 STILL *TIN 33 kw: Ma4M1AM MV4MIM nap Poem 7. A CI 0RS ID NNIL SL411 et AS MOPS: (53411.35 Oft E7IPISC NO1TD) (A) 70 77051a.G POL ICD COW-RCM - I/4 •. tAPCON ArrO.ORS. AS MAPRFAC71.17(0 Bf me. 81.R0iOr OR CC0 11Y7 04' se C - 1/4 ZAIHC model 04O403S. AS AWAIrAGTURCD 3r P01K.RS (45704140. *4C - 7 7/9• CALK-114 AS u4MlrACTL MC ED 8Y PDPS rA refeac A.1) M74N/M/ CMBELWDVT or 1APGCW 4140 44S LM0 POCARCD coterd 75' 73 1 2/4'. ‘03/4.41 O48(O4KN7 Of LAYAC MIA 75 73/9'. A2) r /4 , 7/1 0!14 -24 ANCHORS 9-44L1 St 047140.? Deem= IWO me PO11450 Corrarcra n10 0160NOTT MD STUCCO S44LL 8t P(TMTTCA 1 /4' 4 -20 SCRC1r5 LID D 9111.1. 8(1 7/1' LCWG M24&4W SHOULD STUCCO OOS1 4.266' A3) N USE' 71445 Pf HST PN(UST COACRCIr HM1E1S, d4 PAW'S 8C WC 5'w MC Games *411 cot rtoo* A.aceeogs 91451 e5' LONG 040(04 TO wEA01 Mt &I NN STRUCfl.RC WOG SUCH AWLS. NCHOA4Gt SHALL Of AS N 7 . G H C A r r o ON 70755 A 7 3 A.2 A60kL (B) 70 COSMO CCISCP(Tt LOCK 114.1 - 7/4', t4POON moors Af Y4MI'ACRmfD 6Y LT.» 6ULOOT OR (LCD turrno( MC - 7/4 7ALN0 MtIV MOORS AS ',warm F wiles rAS7(H4.G. m5'. - yes • 7/6• T.VX -IV AS Awa rAC1 17E0 6Y POMOtS FM1004. LAC. a 7) M1RkMM 00(01 0r TAPCL.V M040Q5, A•0 2A& 45' N 4NCfr0RS 11!0 7)0 0074(4(15' 0LOCx tee SIeaLL 9c ye. r /4'I , 7/71' 011X - 04 ANO4G4S 51-0L1 at 047 LY 0AOCCDOLD 9470 !140 COr.CR(TC &OCR LM/T. 140 00610104r .339' ono 57LtW:0 sou. re P(7tkrTTEA 7/4 •-20 scams us co Stitt 4 »' at 7 f/=' LONG M+ILRAI sou STUCCO cast 5.J) M Cot 17441 P/aGASr erase OR AWAY?' cosaiwr P►NQS EC PAM ore 71t 061240 3 ANCHORS PALL BC LIM7 0404.04 10 mat We J1NV STAVati4( 6( *40 SNCH At1Rlt ANONTAKTE 374451 et 7 r /4' LAfai4 V PUR A•OKMS LI[MIO4[D N a LL 1 7/4' (04 .4h0 S &341400 N al,). (C) A14CHC4f5 POLL 85' 760.1I0) Ft4LOM*0 ALL Or DL AEC 310CA 704 An SPectiolfltWS or me ANOKaVS warACAA4LR a BLADE 0. MO 474 KMJCAi.LS r01 41x75414.1!5 0. 0. 0 t ' 10. • iP.0 STAMERS 0 a Q ARC u toER Tit PATENT Or 0457(I04 hKTALS. 9. IT SAIL BC RHE TaSPO4S0T1fY Cr RTC COMR4CiO4 70 WAVY 1740 50(74CMTSS Or 774E STRVC77JRE 704071 SPUTTER 6 20 BC AITA 4CD TO 16Lett PROPER ANCH0440E. 10. GAt li (.1lf Mar 0144 A P0,34AH 41 LAdJa 34 A 'AWOL( P1AC5 171)4 A *MHO N775 1/3T*.CTNO 1540 7544747 OR HOME 074L1R 1HL1 AIJ. LO HONG Pf8. AS Mall AS 9001 LT:04M LUST 8E PROPERLY WOULD • 9047E0 DtRRVO ALROOS Or 7&C 444441010 I I. S :704'S M ( PLACED AC 1.Avt STAMP S OLL CCED OIV 170 5* SURFACE' 0r 1HE 70445.( LOOT SLAT S )/KL BE PLACCO (04 L STALL OPO P#0. LABEL NLL READ A5 » S U TER R7viHff EAMAP57R477,37 LkAJI -O40E covert PR00tuC7 CONTROL APPA0ITD. 72. (.) 1145 PROCAACT APPR0.45. O0C.b0(T (PA0.) P4EFKq'ED BY 7445 04140(4 6 CE74ER*C APO GOES NOT PROr7OC a4ro4%M11ON (0R A SRE 51(09)0 PROJEYT; La. M4[R( alt 97E CONDITIONS 011441m FROM 710 PAO. (R) COYTA7CT0R 70 BC R(SPO"H96t.0 r0R 1140 SL'Lt070Y. 47ARo-us5 Aro resrAt 471014 or Res 4400(177 8445(0 ore 7Pa5 wwoOLIT AAPR0NL 470.10!0 74C/1)C CO(S Not 0404' 5 (4044 7hc 0044041045 017AIED 014 7113 000%WCWI: (c) DA5 PRODUCT APPRONSL DOCUMENT WILL 8E CONSOILC623 Mlv.10 F MODIFI 0 (t) 5173' SP r1'Jo P'oaccr3 •MLL 5. PM: MO) O) 9Y A l 7)AN57• RCGSTCR5D 0044 F OR AROATILT *NCH MLl 9(0077.5' Rol PAO1135.WC Or MOOD (4.0.4.) row TNT PROJECT AND LIHD ML! 95' RESP'CY26LL 7014 7)40 PR,tYF US! O 174' PA G Pt7 O' R( COQ( K I►ti A: 0(LIG. rTL (14C•r(TF 70 T)4: FAG. H 7. .'402' 545'4!1 S uBu1T TO WAS LA7TLR 7747 sea st C LYL4 r►'.c.s 7574 R('6R11. (.) 7103 PAO. SWILL BCAR 740 0 4NO tY4C14L Suit Aro 95' AT11Rf Or 715 PROrr53577 441 ENPACER !1141 P'RCflV4CD R. PRODUCT REVISED as complying w 0th the Florida Duidiog Curie Acceptance No 03 - 0 0 (0.15 Espirition Date 0 0 o3 By I�iiaml Dade duct Control l Divlsioa F. B.C.(N.V.NZ.) /MLAM1 -040E COUNTY ,i1..„,,,,...,, 7 POURED CONCRETE OR CCAGit7E BLOCK ALICE RFLVIRED /WOrr SS ILLS. W/ 7/16 N11ON BUSHE4 114 .0/4' S.S. S.N.S. 0 9' Qc POURED CONCRETE REOUsQED CALK AN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) �•-- SEE SCHEDULE FOR --r �tX GLASS TO ...._1 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET A & NOTE 7 ON SHEET ,) SEE NOTE • u W/ 7/16 's,5/8' LONG NYLON BUSHNN (Typ. TOP INTERIOR) A1 It 11 11 11 11 11 u MILLAtammajwyramum SECTION A SCALE: 3/8'= 1' ai b e o «0 Parr SS &ALS. w/ 7/18'147/8' NYLON BUSHING Typ. TOP & BOTTOM (EXTERIOR) & BOTTOM (INTERIOR) & as 1.500' (SEE sCHED1JLE ON STET 8 & NOTE 7 ON SHEET 1) • .M.OVABLE FLOOR MOUNTING INSTALLATION — SECTION B1 SCALE: J/8 = * ALTERNAI7VELY TO 1' x Alum ANGLE W/ ANCHOR. DRIU. HOLZ AT © 10 INSTALL CALK -IN AT . COVER HOLE WR}i NYLON CAPS. rouser o CONCRI7t RC QUIRE p --- / C 4 /10,3' S. 5. S U. S w/ 7/ 7/£ n-n BUSHING (Typ. DOT IOM) / 1043/4 S.S. S.M.S. 0 12' O.C. 1YP £A. S/Of. 1 'r2 i f /8 Con( ALUMINUM ANGLE (606.3 - 16 ALLOY) EDGE SIA9 .4 PIJC4BLLE [• St E SCHEDULE roR — Mrr. SeP WTIONN TO [ ILIST7HVC GLASS [ _� POURED CONCRETE OR CONCRETE BLOCK wALL REWIRED 4 — SECTION Al CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) 11 u CONCRETE ANCHORS (SEE SOimLEE ON SHEET 8 & NOTE 7 ON SHEET 1) 110,3 S.S. S.M.S. W/ 7/16'sr3/8' ONG NYLON BUSHING (Typ. TOP INTERIOR) 1' 8 O. u N n �- /1013 S.S. SM.S W/ 7/18'#47/8' NYLON BUSHING Typ. TOP & BOTTOM/ (EXTERIOR) Borrow (IYTER,OR 1' • ./d/ 1 V• SCALE :: 3/8" = 1" E. D. - IDCC O'STANCC (SET SCHEDULE on sHE(T 8 or 10) 1 N OTE FOR COAIL NATION Or SCCTiONS CaiMCD r s G A o • POURED CONCRETE' REOUIRED r•-- SE£ SCHEDULE r0R Lin. SEPARATION TO EXISTING GLASS /10.11/4'11 SAES. OR 3/16's Morn POP RNETS�O 12 0.C. ALTERNATE LOCATION FOR TOP LAP FASTENER -- SECTION B IILIECO INC. TILLIT TES & ENGINEERING COMPANY UM Air -V/. A. Si. 117. b I CMS27¢ 'lave. .Lit* se,r : (.mpt -ISO . : (,1a1I)t - 1,Ul EB- 0006)! amour A TILL .N., P. E nomad Lk. 44767 CONCRETE AN'.-HORS (SEE SCHEDULE ON SHEET 8 b NOTE 7 ON SHEET f) n 11 0 C 0 1I 1I I1 II I I 11 (p°<°) u II u n , n /10z3' S.S. VAS. w/ 7/Y6 'st9/8' LONG NYLON BUSHING (Typ, TOP INTERIOR) : ■ �� T __i. /fa.3'ss. su.s w/ :1:: la. * 7/f eusi m o gy p. rooe » ' !• .. ` BOTTOM (EXTERIOR) ' — - j i ‘N BBOTTOM (NRERIOR & V / " Iii / / J I t- T.soo' CONCRETE ANCHORS u POURED . G1pNCRET E (SEE SCHEDULE ON E. 0. REQUIRED • SHEET 8 8 NOTE 7 7 / ON SHEET 1) CEILING & FLOOR MOUNT. INSTALLAT. PROD Fkaitiii:a • Acetpante No03 0 - ) .01 D&te C / 'E 4G a 4i.kam E: f nc Cae trsf " • .. Division ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLtRD SHUTTER COI1PANY INCORPORATED (AssA 1 1 80) 4420 NW. 388i COURT MIAI1. F10RI0. 3J742 WV. a. roorra. CIA 00- PaS SCALE: 3/8 = 1 tuff F.8. C. (H. K H.2.) /MIAMI —DADS COUNTY WV. • i OR 3/16 Awn. POP RIVETS 0 2' 0.C. PRODUCT REVISED t:s complying with the Florida Braiding Code Acceptance No03 0 /p Eipiration Dane 0 :/'/Nr • ( By , M iami Dad•� Division aocr►na EDGE Or RAD lT APPuCABLE MR AS SNOnN SCLLE 1,/19/02 Orr 02 -549 DR4 MtNG Ns SNCfT 2 Of 10 POURED CONCRETE REO(JiRED 1 /1a4/4 • S;S s.A[S OR J/16'0 Mn. ir POP R FTS • 12' aG 7/ POURED CONCRETE OR CONCRETE BLOCK ICALL REOUIRED H SEE SCHEDULE FOR off. SEPARATION TO DISTiNG GLASS ALTERNATE LOCATION FOR TOP LP rAsirHEfts d / C__7: CONCRETE ANCHORS (SEE SCHEGUCE ON SHEET 8 dr NOTE 7 ON SHEET 1) t /''•-20 S.S. , J /t • PAN HEM: PHILLIPS ears W/ E0 EO NUT C 12 aC. t ..N • a 1 11 I1 11 11 u / CONCRETE ANCHORS (SEE HEET 8 & NOTE 7 / ON SHEET 1) ti 7.500 /1o,J' S.S. S.M.S. w/ 7/16'i•5/8' LONG NYLON INTER) (Tip. TOP, O 104.3' SS SAS. w/ 7/16';47/8' woe, BUSHING (Typ. TOP & 0017014 EXTERIOR 1701. INTERIOR) /?0r3/4' SAS 10 .1 OR J/16 Mam. POP WETS O 12' O.c t /4'P -20 S.S. rJ /4' PAN HEAD PHILLIPS BOLTS w/ NUT o 72' ac. WALL MOUNTING INSTALLATION (BUILD --OUT) — SECTION C :.3/E = ; • 00a@oR01,0 P ) . ) . ?) . c> C R °R OR OR OR ® TYPICAL ELEVATION N. T. s E. D (SEE SCHEDULE ON SHEET 8 Of 10) 1 NOTE FDA COMBINATION Or SECTIONS : WAII./ROOR /caJNC 1OUNTINC SECTIONS col BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA /1 TILLIT TCtYING & ENGINEERING COMPANY .D.a AL r JIM sL w. It; 6 .o • 0 o "UAW y4041) ..w : (34104 -is30 . fa. : (.105)1/i. I3J CB- 00067 ,n: mom A T1120 Jr., P. C 110R04 Lk. N 167 - 606 - t 41 OR ® OR 0 SEE NOTES ON LOCKS ON SHEET 4 & 5 01 10 O.R RM. ttn -- T PRODUCT RENEWED as eomptyiog with the Florida Accept: ce 0 — 103 • p Expiration Date ' MiamiD' 'roQ Cootroi PRODUCT REVISED u complying with the Florida Bolding Cate Acrcpteucc No 0 - G Expiration Date fly Miami Dade DiN Woo ASS4 / RESIDENTIAL BERTI41 ACCORDION SHUTTER WILL4RD SHUTTER COMPANY INCORPORATED (Ass. / 7ao) 4420 N,W. Stn COURT MDIWL IlORIOA 1.1r42 POCisrlszo uct Coatrol rR 0 o3 F.B.C.(11.V.H.Z.) /M14M! -0ADE COUNTY scut 1 7/79/02 0.41T • 02 -549 ORAN1NG No SHE T .3 or 7 0 CQ•10 ETE AI C80AS s 9' ac (SEE vOrE 7 ON ET 1) s \ POURED CONCRETE oR CONCRETE BLOCK WALL REQUIRED 2102'41/0' OR J iJ ir.090' ' ALUMMJM TUBE (6063- ALLOY) Arum. POP RIVETS OR . - / t4,7/4' 'S. S.U.S. 0 6' 0.e:. MP) OR (lIVONO) CASE 1 . 27x 2',1/6' OR J'0J'r.090' ALUMINUM TUBE (6063 -T3 AL Y) 3/8' I HOLE FOR LOCKING POV 1 'x1 "r1 /8' Cont. Alum. ANGLE' (6063 -16 ALLOY) H® OR (BEYOND) (BEYOND) OR (8EYONO) REM * 1 'x 1'x 1/6' Cont. .Vvm. ANGLE (6063 - T6 ALLOY) 3/16'0 AA,m. POP RIVETS OR 1144/4" S.S. S.M.S. 0 6' O.C. (T P-) CASE 2 SECTION E SCALE: 3/8' = 7' dOOR EO OR®ORJ 1/4'0 - 20, r' LONG S.S M.S. 0 MIOHEIGIIT Of Qb 0 FRONT OR REAR (Tyµ) SECTION D SC4LE: 3/8' = 1' Ix2i1/8'OR J:110.090' ALUMINUM TUBE (6063- ALLOY) (2) ANCHORS EACH ANGLE J /16'0 Alum. POP RIVETS OR /140/4' • SS.SM.506'O.C. (To.) CASE 3 (4)3/16'0 Nvm. POP RIVETS OR /14,3/4' S.S. S.M.S. (Typ.) REAR * OR (BEYOND) OR® 03EYON0) SECTIONS D, D' & E WR)2# SCALD 3/8' = 1' 2 ,2 ,1 /8' OR ,.090' Alum. TUBC POST 2 r2 a r /e' , TUBES' SIZE Mmi. ANGLE (2 REQUIRED) (6063 -T6 ALLOY) EDGE OF S.'.48 ISOMETRIC (CORNER POST) & BOTTOf SLAt J /8' I HOLE FOR LOCKING PIN. 1/4'0 -2001' LONG S.S. 1I.S By a' A. Miami Dade J : , Lct Coatrot Division POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ONCRETC ANCHORS 0 9' O.C. (SEE NOTC ON SHEET 1) CONCRETE ANCHORS 0 r ac. (SCE NOTE 7 ON SHEET 1) &OCR° OR JOR® 0 $Err _ - /_r_: _ FEFEZ$ �� sss O OR (BEYOND) SECTION D' : ONE SIDED SHUTTER END CONNECTION DETAIL PROIZUCT RENEWED SCALE: .3/5' as compIyin with the nraie.a. Baidlor C;r. e. b cv E t t e i'.: i C3 - ` Est d ft; • :C 1 1 Nora 0 Loots. APRIGABLE 10 LOCK DUALS SHOWN ON Da WV. • CUP (c� j INSTALLED pstia L AL WAYS B LOCKED @Y USLour C LO THE *WOE 0� SINTER w/ 1/4' 1 - 20 1 S. S. SOEWALK 8 ocr S1tOWY ON sECnoNS . a BOLT SHALL PErremA LOCK CLP, AS IKIL AS V) 0 ) r. p� 1 /2' 9011 FIT Eamatlr 0 0+ LkxwG WORE SOEWALX BOLT is 100£1+C0l • ALTCRN1TVELY tO USrra 1.00( CLIP, CEM£RuArrSa t)sNALL ALWAYS BE LOOKED Br AL.UNG A 1//4' 8-10 , t S. 90CMALX r Cnr 7HRV BOTH TES. FOR 11Mr5 F SG VJ CENTERN4TEs s a 8C PWC ORILLE0 AT INC BOLT LCCAnCw W ELL AS TAPPED DM NV 4ROCR 70 A CCCPI riff 1/4' I -20 £OLIVILX BOLL TMS 80U 144r BC ,STALLED FRp4 E211414 174E FRONT OR REAR Of 9rU711* e• 2' MIN 1 ' j /� /' /! // REAR * O OR (BEYOND) POURED t ONCRETE OR BLOCK WAIL CONCRETE WOWED 1/2 st 1/2' OR 211t2' OR v 2",3' ,J' OR , 4' OR 113' x1/8' Num. ANGLE /14x3/4' SS S.M.S. OR 3/te'I Num. POP RIVETS 0 9' 0.C. PRODUCT REVISE.) as complying with the Florida Buiding Cale Acrcptsncc NoCC - 0 /0 Eipiration Date By Mang Dad Division act Control P.B.C. Of V.H. Z.) /MIAMI -OADE COUNTY / 1iIEc 0IHe. TTLLJT TESTING ♦ ENGINEERING COMIPANY s$• 1' NM A R 117. r GM+LtT6 /10401 INN , w.: (-ENO t -rife . pxue.1 -1311 E8- 0006719 W14L TER A TIUJT Jr., P. E. ROM ' Lic. 44167 ASS4 / RES/OENTML BERT11.4 ACCORDION SHUTTER WLURD SHUTTER COMPANY INCORPORATED (ASS. / 180) 4420 N.W. 3Stn COURT AIWA FLORIN 13142 KY. r e0u80.10.• WI en. a.o GO- NO 11 n VAS aocrma 4R AS SHOWN SCALL 1 1/19/02 rr 02 -549 DRAWING No SMUT 4 OF ,10 • . \ 016RETE moan es 9• O.G. (SEE NE 7 ON S 1 — POURED CONCRETE OR CONCRETE BLOCK WALL REOUIREO 2id'x //8' OR J RJ'r.090' ALUMINUM RJUE (6063- ALLOY) J /t6'i Ahxn. N RIVETS OR /14,J/4' S.S. SALS 0 6' 0.0. NN)1OON SCREW G CAS I 2a21s1/8` OR J iJ i.D90' ALUMINUM WE ( ' Y) (BEYOND) rRONT GLASS — J /e r HOLE FOR LOCKING PIN 1 it i1 /a' Cont. Ahem. ANGLE (6063 -T6 ALLOY) * OR (BEYDN0) OR (BEYOND) (6EY ENO REM O OR (BEYOND) (BEYOND) • lurn. RNNUT t .) ** .c w vs in tO tu in , I i 1 'x 1 /13' Cont. Alum. ANGLE (6063- T6 ALLOY) J/16'0 Alum. POP RIVETS OR /t4r3 /4' S.S. S.M.S. O 6 O.C. (Typ.) CASE 2 SECTION E SCALE: 3/8' = T de OR O OR OR @ N)ION S HEAD FRONT OR@ () SECTION D SC4LE J /8' a 1' ** (2) ANCHORS UCH ANGLE (4)3/16'0 Alum. POP RIVETS OR / 14x3/4' S.S. S.u.S. (7yp.) L CASE 3 ISOMETRIC AA#fl. RIVNUT t (TYp.) OR® (BEYONO) ** 2;2: 1/8' OF J aJ'r.090' Alum. TUBE POST 2'221/8' r 1118ES• SIZE Alum. ANGLE (2 REOUIR(D) (6063 -16 ALLOY) EDGE Of ,SUB (CORNER POST) d (Typ. sLaas)o CRETE' ANCHORS 0 9 ac aft NoTE 7 ON SHEET 1) . /a• • HOLE FOR LOCKING Plti 3 %X. POURED CONCRETE OP CONCRETE BLOCK WALL R£OUIRED CONCRETE ANCHORS 0 9•' 0.C. (SEE NOTE' 7ON SHEET 1) OR (BEYOND) ONE SIDED SHUTTER : END CONNECTION DETAIL SCALE. J /E' • PRODUCT RElr i:W ED as N8lpl)1E with :he Florid: Bidding g Codt t.ccepttsee No 03 - C•7 03. 0 By MLtnsi Division N Control NOTES ON LOCKS : APPUUBLE TO LOCK DETAILS SHOWN ON TTN15 SHEET. $ LOCKER jQ S'- 4LL ALWAYS BE USED f0R ANY SPAN /WO (NSrALLA1fONS AT ANY ELEVATION. LOCKER (a MAY B U5 AS AN INSIDE OR OUTSDE LOCKER 11' ATTACHED 10 k f W/ 1/4' 4 x 1' LONG S. S. THREADED Bar / 1 4' 0 -20 x 5 /8' INTERNALLY 1HREAOCD ALUMINUM RIVNUT. SEE INSTALLATION DETAIL ON THIS SHEET. ss FOP INSTALU CLL S AT ANr VAITON Of BUILDING ANO IN ADOMON 70 L A RCCUUR T LOCK MAY 8( USED FOR Sat' PURPOSES Al ANY DESIRED LOCATION OF CENTERMAIE (INSIDE OR OUTSIDE). WHEN USED INSIDE ~MUM SEPARATION TO CLASS SHALL ALSO BE VERIFIED MOM THE TIP QF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER IS AFORE CRfCAL). t : SERIES 9444 ALUMINUM (2024 - ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART / 0820, AS MANUFACTURED BY AWL CHERRY TFYTORN. PARSIPPEM: NEW JERSEY 07054 OR (CUM- �'1 1/2'x1 1/2' OR 2'x2' CtR 2'x3' OR x4' OR r3' 4 Alum. ANGLE /1403/4' S.S. S.M.S. OR 3/16'1 Ah+m. POP RIVETS 0 9' 0.C. rROnuCT REVISED a' complying with the Florida Tinkling Cale ncceptsocc No 03 - 0106 . IS Eipir lion DateO :Fan •o3 lay Miami Dad Division cl Control F. B. C. (H. V. H.I.) /MLAM1 -DADE COUNTY /1 TEIEc0VNC. \ TILUT TESTING t ENGINEERING COrPANY sus As .)Sr 1 A eY x17. 1114?41 C4 V IID101 111• A+rr (375)1174-11.10 . (3 E8- 0006719 IWLTEP A 71UJT Jr., P. E. R OR1L?A Lie. 447 ASSA / RESIDE BERTHA ACCORDION SHUTTER WILLARd - MUTTER COMPANY INCORPORATED I • ' 4420 N.W. 3.101 COURT • • • .' . ALAN. nomad 3.1:42 •.• t[tr 11iOt71�'fta .9 00- 111! hi Fr 11^4.61 arr. 1 AS SHOWN SHALL 11/19/02 DA 02 -549 ORAW1NG N4 s*m 3 Of ►0 SMUCMIN DESIGN LOA 440 M XMRM StAITTER SPAN 1' (n.) 415 410 47.8 30.0 325 70.0 72.5 73.0 77.3 80.0 Tr=17 t r =9' 11 -7' 1 r -5' It' -i 3 7/8' 3 7/8' J 7/8' 3 7/8' .3 7/8' J 7/8' J 7/6' 3 7/8' 3 7/8' 3 7/8' J 7/3' J 7/8' J 7 /d' J 7/8' 3 7/8' 3 7/8' .3 7/6' 3' • 3• 3' J r. 53.0 I • 10 =tt' 37.3 tO =T 00.0 62.5 65.0 u0. 82.5 12' - / • 9' -Y (VALIO FOR SECTIONS A. A 1 & C ON SHEET 2 & 3 OF 10). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) L0A05. IN ACCORDANCE w1TH ASCE 7 -98 CRITERIA FOR A GIVEN OPENING. 0' NEGAT1v( PRESSURE VALUES COMPLY WITH THE REOUIRfD PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE Plitt AUTOLWATICALLY OUALI9Y ANO NEED NOT TO B: CHCCxTO. MWA VM SEPARA TTGN 70 cuss am) 1 1.: • 1. 1. •• • ► ►: 11 : • b . J' J' 1• 3' WARM DESCN L040 83.0 87.3 90.0 12.5 93.0 97.5 1010 10:.5 105.0 107.3 710.0 112.5 115.0 1175 120.0 122.3 125.0 127.5 1.30.0 132.! 135.0 137.3 wrMAl SHUTTER SPAN 1' (fL) 8' -3 a -0 7 -2' 7'-0' 6 -d' 6-5 6' - 2' 6' -0' 5' -11' 5' -6' 5' -5' 5' -4 • 5 ._ 3 . 13NM88/ SCPARA 77ON TO GLASS Ern) 3 7/8' 3 7/8' 3 3/8' .3 3/8' .7 3/8' .3/8 3 3/8' .3 J/8' 3 3/6' J .3/8' J 3/3' 3 3/6' 3 3/11' .3 3/8' 3 3/8' .3 3/8' 3 3/8' 3 3/8' .3 3/8' J 3/8' 3 3/8' .3 3/8' 3' J' 3' 3' 3' 3' J' 3' J' J J' J' 3' 3' J 3' J' . 3' 3' 3' 3' • • rat SKITTERS NSTALLED a4TT1N4 The 80.37 30' -0• (LLNATION Of WILDING. SEE TABU 7 FOR NNAILM/ SEPARATION TO GLASS FOR SPANS SHORTER DIM THE LAIXIWIN ALLDWCO SNOW ON SC3fWL(L. .. FOR SHIATEAS INSTALLED ABOVE 30 -0 EUYAr10N Of BUILDING. LICASURED AT BOTTOM Of SWIM? • • . • • MOURN DESIGN LOCO 1Y' (ALL) 1•0.0 142.5 143.0 147.5 750.0 152.5 153.0 157.3 160.0 162.5 163.0 187.5 770.0 172.3 175.0 177.5 180.0 lAkamvt/ SKITTER SPAN Z' (ft) 5' -2' 4 -8 4 -8' 4t 4• -4• 4' -3 •' -2' 4' -1 4 -1' MMMtw SEPARATION TOG1ASSS • • J 3/8' J 3/6 J J/6' J 3/8• J 3/8' .3 3/e' 3 3/8' 3 3/11' J 3/6' .3 J/6' 3 3/8' 3 3/8' .3 3/8' 3 3/8' 3 3/8' J 3/8' M 3' 3' J' 3' 3' 3' 3' J' 3' 3' J' 3' J ' 3' 3' 3' 3' TABLE 1; 1Arn/ C81 SUSARADY4 ECIWEEN MASS ANO SKITTER FOR A OWN SKATER SPAN 1 • FOR SKATERS NSTAL1ED wrili V TIC FIRST 30 -0' ABOVE GRADE OF A GIVEN ERPLDNG. 30' -0 ELLYATION SHALE at MEASt1RED Ar 80T7UM Of SHVTTER srPARAnON TO 8C WC4.SURCD AS m0c.17EO ON scc71ON 0. SHEET 4 Of 10. LESS OR COCA. MAN 6' -0' >8' -0 70 12' -0' SKATER SP►4 . 'L (rt.) 3iaiGL- Code Accept sg ce I OC - O' ElPiratio� Date a :ttr� 0 I 81)'J � s.• �.•..... -) ;� I �! 4. Q� 111ia1ni Da i i C:r ri' Dicsion Division w.+ual SUM/Ural .>,/e• 3 7/8' PRODUCT REVISED as enmpiyin2 Ivith thr Flnridn 1)uid ing Cod Acccptsace No 13 • Expir tion Date . 1 h& 10 6.1 0 0? Mutt Control F.B.C.(11.V.H.Z.) /MIAMI -DADE COUNTY IILIE C 0 INC. TTLLIT TESTING 8 ENGINEERING COMPANY 1.145 * • 3M R. tU 117. !Maw CA"2Dd /tA'ibi 11t Penn.: (71 -1310 . Ir : (30.4471 -13,11 LB -o006719 *ALTER A T1L.UT Jr.. P. E rtoRIGA tic. 44 x67 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLARD SHUTTER COMPANY INCORPORATED (ASSA / 180) 4420 N.W. 35111 COURT MOP. flOAVO4 33142 •R r po 00-10.7 O.0. t 1/1 lAt w • 1 4ol•rn• AS Sf10WN SCALE 77/79/02 Tat Tr 02 -549 DRLA*14G No SHUT 6 Or 10 MAXIKTM DESIGN Lao W (P.,.t.) 14AXIMW SHJTTt SPAN 1' (tt) NINON' SFPARAflON 70 a.iss (,A.) LESS OR (OLUL 174W 8' -0' • •• 63.0 0'-11 37/8'. J' 87.3 6' -9' .3 7/8• 3' 90.0 e -5 3 7/8' 3' 92.3 8' -J' J 7/8' .3' 93.0 6 -1' J 7/8' 3' 97.5 7'- 10' 3 3/8' 3' 100.0 7'--8' 3 3/8' 3' 102.3 7'--8' J 3/8' 3' 105.0 7 -3' 3 3/8' 3• 107.3 7' -1' 3 3/6' J' 110.0 6' -ll 3 3/8' Y 112.3 6' -10' 3 3/8' 3' 113.0 6'-8' 3 3/0' _ .3' 777.5 8-6' 3 3/8' 3' 120.0 6' -3' 3 3/6' 3 122.3 6 -3' .3 3/6' 3' 123.0 6L 7' .3 3/6' . 3' 127.5 • 6' -0' .3 3/6' .3' 130.0 3=11' 3 3/e' 3' 132.5 5' - 9' .3 3/8' 3' 135.0 5' -0' J 3/8' 3' 137.5 5' -7' 3 3/8' 3' MAXIMUM DESIGN Lao 19' (p.,.1..) Amx9/U14 SHUTTER SPAN i' (IU) MIN IUM SEPARATION TO MASS (.n.) LESS OR (OLUL 174W 8' -0' •._ 3 140,0 5' -6' J 3/0' 3' 142.3 5' -4' 3 3/8' 3' I43.0 5'-.3" 3 3/ • 3' 147.3 5' -2' 3.x/6 3• 130.0 3'•-1' 3 3/e' 3' 132.3 3 -0' .3 3/8' 3' 155.0 e- 33/6' 3' 137.3 4'-10' 3 J/e' 3' 160.0 4' -9' 3 3/8' : 3' 102.3 4'-8' J 3/8' 3' 163.0 4'-0' 3 3/8' 3' 107.5 4 -7' 3 .;/b' J' 170.0 4' -0' 3 3/8' 3' 172.3 4 ' -5' J 3/0' 3' 175.0 4' -4• 3 3/8' 3' 177.3 4' -4' .3 3/8' 3' 100.0 •' -3 3 3/6' 3' ShVTTER SPAN 1' (1!) MAXIMUM SPAN MLWW,H SY1 LESS OR (OLUL 174W 8' -0' •._ 3 3/8' >8'-9 70 12'-0' 40.0 ..�.... 3 7/8' wu(all.81 OCS'GN LCNO -w- (ALA) MAXIMUM SPAN SHUTTER WNW, SEPARATION TO CLASS On.) 1' (71) . .. • 40.0 12' -0' 3 7/6' 3' 4L5 11' -11' 3 7/6' 3' 40.0 11 -9' 3 7 /e' 3' 47.5 11' -7' 3 7/0' 3' 50.0 1 I'-5' J 7/8' 3' 52.5 11' -3' 3 7 /6' 3' 55'J 11=1" 3 7/8' 3' 57.5 lo' - +o' J 7/8' 3' 60.0 ' 14'-7 J 7 /e' 3' 62.5 70=•4' 3 7/0' 3• 1 0.43 10' -2' 3 7/8' 3' 87.5 70'-0' J 7/8' 3' 70.3 I 9 =10' 3 7/8' _- • 9' 72.5 77.5 82.5 a0• T 9.'4- 00.17 9' -2' l' -0' 3 7/8' 3 7/8' 3 7/6' 3 7/8' J 7/8' NOTE: MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L SCHEDULE, (VALID FOR SECTION 8 & 81 ON SHEET 2 OF 10). DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. 1N ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR .4 GIVEN OPENING. !F N£GATTVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY OUALIFr ANO NEED NOT TO BE CHECKED. 3' 3' J' 3' • me smaiIRs INSTALLED MTTM7•G 7} FIRST 30'-o' ac Ancw of & st.DriG SCE TABLE 1 FOR Mfnuslusd SEPARATION TO GLASS Fro SPANS SHORTER TT-LAN THE U4.X IUM ALLOwED SHORN ON SCHEDULE FOR 94U1TER5 iNsTALLED mow 30' -o' CLLVATIOK OF BUILDING. •EASL/>XD AT BOTTOM Or SHV77ER . IILIEcome. T(LJJT 7(57:146 a ENGINEERING COMPANY •546 X• .7••r A. Cr 4t7. macaw C»'O6. /lA'Or Lou err.* • Or/WI- . fr. ($7I. ILL CD- 0006 7 I *ALTER A mar ,If. P. ( nDR:a4 Uc. 44167 TABLE -1; t•HM1N SEPARATION "ME& GLASS ANO SHUTTER FOR A CIHEN SINTER SAW 1' MR SINTERS NS WNW THE f1RST JO' -0 ABM MAX OF A G71t?1 8!JLO4IG. 30' -0' ELEIMTIOM SHALT. BE MG4SL.4?ED AT 8OTTow OF SWUM SEPARAT 3N TO 8C MEASURED AS INDICATED ON SECTION 0. SHEET • OF 10. P:LL`-tr?:. (.7 I E EI, ".. Acceplawce No C 5 - C( OS • 0 Eapfratio' Dole 0 G& Y vl!= itGJC- fiR:%i 1) (,r.fi�ts.;:CI C . M KT. as 01 •a a r. . PRODUCT REVISED as complying with the Florida !lidding Code ■ecepta,uc No C; - U Eipi Lion Dale 1 •' roduct Control By Miami Dad Division ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLARD SHUTTER COMPANY INCORPORATED (ASSA / leaf 4420 M.W. 351A Co.R7 M& fLOR104 3.1142 YII 00,7 F. 8. C. (H. V. H. Z. )/MIAAMl -DARE COUNTY AS SHOWN SCALE 11/19/02 DATE • 02 -549 DRA W1N6 No SH(57 7 OF 10 ACTUAL E. 0.= EDGE DISTANCE 9rlo4 4 5: C slrnaa 4 51, C 2776 t • if &aMUM DESIGN LOAD (p.s.l.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) • WALL MOUNTING INSTALLATION AT BOTTO&1 (70 MASONRY) CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM 00 CONCRETE) Non I Mort 2 Non 3 Nort r Harr 2 NOrt J Nan 7 mom 2 t • NOM 3 FRO&( 40.0 TO 62.5 9 ' 9' 9' 9' 6' 6 1/2' 9' r 5 1/2' 9 ' 9' . 9' 9' 3 I/2' 4 1/2' 9' 9 • 9 ' FROM 62.6 TO 75.0 9 ' 9' 6' 9' 6 1/2' 6' 9' 6' 3' 9 ' 9' 9' 6' 4 I /2 4' 9' 9' 6 FROM • 75.1 70 92.5 9 ' 7' 7' 9' 3 1/2' 3 1/2' 6' 3• - . 9. 9' 6 1 /2' 4' 4' 9' 7 1/2' 7 1 /2' +�..... S' FROM 92.6 TO 120.0 9' 7' - 2' 3 1/ - 6' 9 ' 9 ' - 3' 4 ' - 9' 7 1/2' - FROM 120.1 TO 180.0 r 7' - 5 1/2' 3 1/2' - 5' 3' - - 7 1/2' 7 1/2' - ACTUAL E. 0.= EDGE DISTANCE FACTOR TAPCON / LuaC M&24 C. 3' .86 .75 2 1 /2' .71 . 50 2' .50 - 1AMAC NAILIN 7APCON OR CALK -IN ANCHOR SPACING LEGEND MAXIMUM DESIGN PRESSURE ,STING 'W' fp.SLf.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + ANCHOR SPACING LEGENQ (1) bloc. ANCHOR SPCG. VALID FOR SPANS OF 5' -0' OR LESS. (2) Mar. ANCHOR SPCG. VAUO FOR SPANS GREATER THAN 5' -O' TO (3) Mor. ANCHOR SPCC. VAUO FOR SPANS CREATE)? THAN 8' -6' lb Max. ALLOWED. NOTES ON ANCHOR SPACING SCHEDULE SEE SHEET 9 & 10 OF 10 FOR ANCHOR TYPE & SPACING FOR INSTALLATIONS INTO W000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARC VALID FOR .3 1/2' EDGC OfSTANC£. FOR C. G LESS fl 4N 3 1/2' REDUCE ANCHOR SPACING BY YIN'. SPACINGS SNOwN ON SCHEDULE eY THE FOLLOWING IACTORS. (Un. L. 0. FOR CALX -IN IS 2 1/ 2'). THIS OPERATION SHALL ONLY BE PERFORMED WHEN REOU(RED SPACING RESULTS INTO A MINIMUM OF 3' 0.C. PF1611UC r,-.F.N :7 y 6. ti:;e .ity Accept:sure I*o 0S- 0'7 01. o ) E1pirttin Date '�o oQ By I ( d / ci 's: d',t.i 1-4 1. Cart= Division By Dad Division PRODUCT REVISED as complying with the Florida Bunting Code Acceptance No 0: - 0 1 0 Expiration Data 0 I1 LIE c INC. riwi TESTING & CNGINCCRING COWPANY sus S(' Jrw R. Su 577. 11044 .10 GMlD6. ft 1514f P*..,. : (.103071.1x.70. f : (.300,4). ,1.11 CB- 00067 WAL TCR A T7t1TT .1,.. P. C FLORCA Lit. 1 45167 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLARD SHUTTER COMPANY INCORPORATED (Ass. / MO) 4420 (tr. 33th COURT M7AIL FLORIN 33 742 0...0 00- I U Dort in. r invo1 5 acxcrr.o. AS SHOW SCALE 17/79/07 0.4 rr 02 -549 ORA wiN0 No SNCC1 8 Of 70 nc1 Coo rot F.B.C.(H.V.H.t.) /MIAMI -DADE COUNTY ALTERNATIVE 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLAI10NS WITH DESICN WINO LOADS LESS OR EOUAL THAN 75 p.s.1. ANO 9' —O' Mom. SHUTTER SPAN. 2. FOR NEW 18.000 FRAME CONSTRUCTION: WOO MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ALTERNATIVE g WALL MOUNTING INS7ALLA770N. -- SEC'T'ION A SG1LL 1/4• . 1• IILIECOINC. TIWT TCSTING t ENOINCCRINC COMPANY U•! I• AM St.. $. J 17. VaNCIW 00 0041. RG$Y rJ> Ar.. mews - MX) • fir P 25 . 11,,. /3 4 ? EB- 0006719 N .L trf A 11(1.11 Jr.. P. [ rLOR1OA Lie. 44 167 N0Lr TOR COMBgsk;fON OF SECTIONS; WALL/f100R /CEILWC MOUNTING SECT1O NS C4N BE CONBiNED W ANY WAY TO SUIT ANY INSTALLATION. 0 CLASS SM • 6' 0.G as (034y iet veitii rSe i'rvftL:;, Bui log Code Acceptance No 03— 0 1 0 3. o Es ire4�ca j2�,te 7 j��� pG M Centro; rv�ac! Gutty! Division /104• Si S.M.S M/ 7/16'47/6' LONG ? tpy 81 O» eOT7W). * sea Va (At") 4063'13 AArn. rvac (cos.) he/ 61)1/.....• lAG S � • CA0f STUD (MOMorn or S1U0) AA.O M/ 7' Wm. PO.t - mn os ono oas7Yh' Siva ALTERNATIVE 3 ASS4 / RESIDENTIAL BERTHA ACCORDION SHUTTER WILL1RD SHUTTER COMPANY INCORPORATED (ASSA / 100) 4120 N. W. .3511i COURT +VYW>. FLORIO4 1)142 E. - OLD 0o->u WIT >nr.o+ >n. 1 Me PRODUCT REVISED as complying with the Florida 'Inkling Cock. Acceptance Nu 03 — 010 6 15 Espi • lion Date O;M • 0 3 137 Miami Da uct Control Division r. 8.C.(1H V.H.Z.) /MLAMI —a40( COUNTY R AS SNOW SCALI 11/19/02 • am 02 -549 DRA WING No SNlr7 9 Or 10 4 C 1 a • • INSTALLATION DETAILS ON EXISTING WOOD B UILDINGS 0147114 GLASS /14.3/4 3.3. ILLS. • a 4.e u Al ii rImillealli Ai $ Mai • • i S 1 �∎ ` 1 .. SILO• 24• Qe r.L11L R[OtARED. • LOCO ALTERNATIVE SOME: 1/4• • I /1010/4 11 SYS. OR .3/10'4 A4.n. POP R•ETS • 12 aG /IOW SS IYS W/ / 7 /11••7/4. Lava MtON SusfrlG (Tyr. BOTITAO. //NW SS S & o• Atm POP RVt7S • 11 ac I /s's- 2043 /4 Pm .€AD Rs.L%5 BOLTS W/ NLR • WSW, O tr OG i We lir (IMJ 0063 -T3 Num MEC (Gorr!) T7/ (1) I/4 sw • LONG LAG SCREWS • (.404 SILO MOWN or 3.n.c) ATc w/ r Lots POCUbiT1(x MO CasTINO MD. wcoo rpu•SCS 04 RATT[N • 2 O.C. RC0d7C0 /143/4' is. SYS • 6• as - set SehrOtR.E TOR Mk SCPAAAnON TO 0331/NO CLASS AL tERN4Tt: PASTCMA LOGt/n.4 /104/4 5.I 19.5. 0R 3/11's AMn. POP RtrtTS • 12 ac 41 II I I II I I II I I I I II r• II 11 II 11 II ►:4•► /e• ark) soej -T: OA" WO( s/ (1)S/ 16 LONG LAG • SCAD TO UO4 BAITER OR TRUSS. LOCATE SCPC)r5 Al WCO lOp1 Or OWING $O00 uA MM. (r WM. N06044t w nl) Y Min Pt74CTRAT10N /too IS 5.13. w/ 7 /1a'••./e LONG Nti.ON BLIgfNC. (Tyr. 101 CAT1IG & MGR MOUNTING I2f T4U.1TTOIJ - 131 77GN B X.4L.0 1/4 • - 1 00 /14.3/4 S.S. ILLS. • I QC. POW II ILLI w/ 7 /14. LONG NYLON Bil51•4NG T7p1. T17P a' 7 :1 : Vie Mon. eo • CI a 80170 64. NSW COOL (5063- TO At10Y) PONS/4 S.S. SAS. OR .3/fro Atan. POP AIMS • I1' 0.G 2k• a•00 ocr r avower) Ora rP 94 ALLOKD) I /4 - 0 LAG S t 7 T C I V S W/ 11/2 Nit PCWITTAX• • 5 0.0. NOTE : WALL /FLOOR /CEILING MOUNTiNC SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES 1. INSTALLATIONS ARE ONLY VAUD FOR INSTALLATIONS MMTH DESIGN Wwo LOADS LESS OR EQUAL THAN 75 p.s.l. MO 9 -0 Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIPIC DENSITY OF 0.55 OR EOUAL. /t 4.J/4' IS inS. • C 0.G - -SCE 90+tDULC FOR M4i. SUM* TOY ►0 oasT7T4G GLASS it 11 II II u I :4 : ►/•- Or") 5033 -43 ,sal. MO( w/ (1)9 /l$ rr.' LOW LAG =RCVS 10 CA04 lW7t:W OR 4Rt.ISS LOCATE STACK AT MOw10T14 or C7TISTS4G *000 WISP. (1 • Lin. tin D) w/ 7 w`' /10,3• S.S. ILLS w/ 7 /14'14/.' LONG i t NYLON o jS t ^. r* 11 TOP (NITR•QR) 11 II O co• It r1 II 11 II II t I /4•s CLCO FINAL( 1.000 PANRY4 TE W/ 17/I Min. 6, -2.003 . Pat7R4110 • e• ac. C7r71.J7.1f`& x7fR MOUNTING 1Natir SIC7TQN m SCAM 4'4' • t /tO,J IS 1 S. w 7 /11'••7/a LOCNa TYP TOP ! 8077tat (t+TCRfOR) & barrow /10,./4 IS. S.M.S. • tr o.0. T" 114• 110O0 DECTr PCOUNNCO (NO Trw N •10 4 IILIE C 0 INC. TIWT TCSTING & ENGINEERING COMPANY rind h• N.. A. it 7 17. becao crngo6. 1.0400 33144 r•.r.. (=vat t .10 . (3]1,1/71 - 1111 CB-00067 1 1? WALTtR A TIUJT Jr.. P. C FLORI4L Uc. 44167 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER WILIARD SHUTTER COMPANY INCORPORATED (ASS• / 780) 4176 N. w: JSta C'OLT•T MtAM1 PLOR104 .13 142 _v. s • .P 00- 4.R IVO W. • AS 9100W SCAlu 11/19/02 art MR 02 -549 0Ra w7NG N4 S74((T 10 of 10 PRODUCT REVISED PRODUCT ;{,V } �!: as complying with the Florida ^ c� = _ l • i;Ja Bolding Code Dad Accetl No U: € t:��a: e ie;: c:'•. �� , Of Espirution Unie spec tioa L)dle ' l 1 f .23 �� II tiami y Mit �`? • Division roduct Co • r• /: s ZIFF •03 . • A. It trot F.B.C.(11.V.H.Z.) /ML1Mi --DADE COUNTY Job Address: In k' ) r . L) Contractor k f Process No. � J APPENDIX 'E' GENERAL: METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Type of Roof System Assembly to be Applied: ! - I YP Y Y PP r.,fi M:; �� . � � ,�� Manufacturer of Roof System Assembly: . � c � :. Product Control Approval Number: 95 : 05c2. r r/ System Number from Product Control Approval: .- - 3 (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 123.01 -166 9/94 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: /?t18 it1 E. d S %• Contractor /) ,JJ-j j&4_ , Process No. ( Check one of the following) Recover Re -roof: ✓ New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes', attach ASTME907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe ) Insulation: (Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) L _ C tom. c teL Y N Y N Y C AC, s c „ or cr. C∎ Yl A tj— I n l' v.% Ply Sheet(s): 1 0- (Type and method of attachment) Built -Up Applications and Modified Bitumen Systems Page -2 r\ L C.7 CL (2er,r1vt' t-C(.5 Job Address: tl) E. rl S T . Contractoratj.1 O'cc(- J Process No. Top Ply: (Type and method of attachment) Surfacing: (Type, if applicable ) (Type and method oJ attachment ) fU ))ry S c _ •S J� e l w i c4 a eel IYZC'fJ�i2c, ctSpIL1t Flashing Materials: /; �; ,�; , � 5 ill t' 4f ;S (e Built -Up Applications and Modified Bitumen Systems Pagc -3 Job Address:)2 AJ, ` - 1,C? .S I Contractor/ /, fy IZt / Process No. inches inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Ply Sheet(s): t,) In Bonding Material: A A Fastener: 1 1 Li ' rk . (u, l. 4. I r <_ (if bate sheet mech. attoched) ,J r(i • y rj Base Sheet: (U b( it,Nc'(.1 Surfacing: t.,) I Y3 briefly r ( ifapl c abe ) , surfac TopPIy: Di c.fa -( Bonding Material: "T,; c' t-+-4 11 r ; -31V.- 1r Bondi Material: A ) ) /' (ifbcuer thee, bonded) Fastener: U ) r Wrap inm/atton layer meek attached) Top Insulation Layer: Ai 1 (if apphc able ) Bonding Material: l J ) 1T (if top ovulation layer bonded) Fastener: ( in.m /anon mech. attached) Insulation: Bonding Material: P, 1 (If inntlation bonded ) Vapor Retarder. N.: 1 7) (iif applicable ) Primer. ► , a (if applicable) DECK: T 1 —c , 0 Gage or Thickness: ) Density, if concrete deck: Built -Up Applications and Modified Bitumen Systems Page-4 Job Address: IVi ti 7- Contractor c,, 1, ��, RuL,) Process No. PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, eta Include fastener type and spacing used for wood - blocking attachment Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: 1293 ti E ST. Contractor iV }-: 4ckI Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System As,sembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: 2 t Fastener Spacing: N o.c. Clip Type: Clip Gage: ,', i v'r Deck Type: i . ' ! wl Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gutt er Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: 12 . G'. Cj ST Contractor a , . Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc, Include fastener type and spacing used for wood - blocking attachment Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: 11 ,� A). E 7 8 ST Contractor hiul' h li 1 Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y , / N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL fi -) Pr feet ( Q feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: J') ,;{ it,' . c `i S S Contractorly t c, t n'r,:.` Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) 5 I C ._ • Built -Up Applications and Modified Bitumen Systems Page -9 1 . 4 ►t - � Process No. $UILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Tob Address: Contractor Process No. -- FOR PLAN EXAMINER USE ONLY -- Roof System Assembly Product Control Approved: If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Y N Notes: Built -Up Applications and Modified Bitumen Systems Page -10 Y N Job Address: Contractor Process No. Reviewed Field Test Data ?: y N Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner VOLT - - -t - i-t. eoopo - _ 0 '/2 I 0, 0 G ft - ()2 0 5 , C. - e- , ■ 7. . .3 o LI re 4----Dt_E• LKt - 6 oco t-1'D L.-‘• 1- AA ( \ • 'HO IL) - ri) co <•x ,• 34,41.1 ' - - 4t2 , 1 (9 )0" k ( kix) • c-f 1'1 -12Cr• G /->t4)1 <)‹.+ - 2 o I_ . t z t D. -1 "A k-k rj6 • IJ`k _36 L-L 4 I f /0r1.6 te. --1 / / / , 6 7 -;-‘ A y 7-1 6 fl, V /D44 , 14w 1...,5v-6/._ 9.- 70'" 4'ft fiCf / f / ; r (t_ L-( 1 6.. Y :D. 4 )L ot ?L- tfo - O.! (L.) ) \-22 \c; CarM \ /0-4 (L THESE PLANS ARE APK;O'oEii R i.)SU/L O.: A BUILDING PERMIT 0 WITH VO r - I 'STE° IN "REMARKS" NO OTHER .. * '1'..A1 AND ZONING 1! ' !1'..TED BELOW. ALL OTHER APP "T .1' L S MUST BE COMPLIED WITH BY ALL PARl!E:'.... FIRE DEPAR1 PUBLIC WU':,S POLICE litj1LOWG PLANi.kG VILLAGE COL: a er.6 - PRELIMINARY: REMARKS: 41, •■•■•■• COMPLIANCE 'F. BY MIAMI SHOE. • !' - SUB CONTRACT12:., ING REGULATIONS WHEIt■ER OR APPROVA - " • Date . AS ADOPTED BUILDER & CIF Alt, 8111t• NOT SPECIFICALLY INDICATED HEREIN. , • • • • ••• ......••■••••Mobir ••••■••••■••••••-•11: Ilit 1 64- ••‘ t \ i--4ot,- t- ro C2._ - o A '5 r + t