Loading...
334 NE 101 St (13)A 19 e- ( y /al /Z /f, ( I A " (4 !L e-r 2� (* / 4 pooh /Lilo%_,IoIt: <G 24'I ra. 1 _ r (I) (�Z) 2 2 I -r'V -fA l XIa J4s�'� 7 OG 4 -4/4 re, Mr re 3 J I% e 7 JJ 1- r • IJ — Il L1/7 - ✓.j 101 b it [A-1- Builders CONSTRUCTION, INC. 10300 Sunset Drive, Suite 140 Miami, FL 33173 Phone: 3051598.5803 Fax: 305;598.5768 FL. Lic# CGC048635 FL. Lic#AR0013820 TE TYPICAL HEAD CONFIGURATIONS • 1 .X W L ' ✓D 1 1 i r , . • .250 2 x WOOD BUCr. \ 250 MAY.. � - 3,!? 5' TA PCON 110 FANH .AD i OR 1; 2 PA HEAD 1.250 ` — 110 PA.NHYAD 02 12 PANNE 3/ 6 TAPC TYPICAL SILL CONFIGURATION REFER =NCE TEST REPORTS: r TL -2959, FTL -2960, FTL- 2967, FTL -2952, Fa -2963, FTL -2464 Robert L�Gatk, ANCHORS ARE '7G SCREWS OR 3/16" TAPCGNS. (412 SCREWS MAY BE USEO 1N5TAD) FE #39712 ANCHO!S ARE LOCATED 5" 1✓.AXII.(C1,-f FROM EACH CORNER AND 5" 1 ON ETTER 510E GF A(EERNG R,4 nucturaj MAXIMUM ANCHOR SPA01IJC Cr t 6" Ar JAMBS AND 20' AT HERO AND SELL. ° 250 r�x i J l i • t 25o .250 1.250 2 x• WOOD BUCK INDUSTRIES 1 07D rE:Ht40LOGY GR;vE NDx01gi5 F 34275 C Oti :vati TYPICAL JAMS CONFIGURATIONS Dry...?" B F. K. 3/1 7:4PCON 7 , MAX. Rte t3,1Dolc F. K. °/31/1 4/75/01 ANCHORAGE DL 1 AILS 1 .250 !?t ra;ars: REDRAWN ,. 1.25n -- X r'UCK 1\ %i i 10 r'.- ^ ":'�;� FAD ;, 11 \ } ' 1+ 7 ' 1 \1,' N .250 --- I \ 2 x FY'QQQ MAX. BUCK 1S.PPR0 JASCO4ZPI_ ;G TDiE xx.rn-f Fior rA &A ; oc Cn`f 52f7 okf 30 P2 o0uCTCc1 T Ck. ,'t;t, BI,NLciNG COOS DFfl E , kLCFPTA ENO 0 1 -0 1r; ALUMINUM. SINGLE HUNG WINDOW (T o-A) e nes/ -G J 1 P.O. -O. aOX 1529 ScG J Sr Ororin7 Nc. ; Rrro • • . F? 3427.4 SH -4000 N f S 1 8 ={ 8 273 6 A ITEW DESCRIPTION D .."7 , VENDOR VENDOR „ I FLANGED FRA4E 1-1.-_"AD 52703 5063-TA' 2 J Fb FRAME SILL 52704 52705 5053-T6 FLANGED FRAME \.1 41 B _ 606.5-T5 4 Fi/E MFE711.10 RAIL 5534521 6063-T6 534.52; , , 5 SASH TOP RA/7_ 6534522 6534523 _ 6063-7F 534522 7 SASH R T OM (?AL 6053-T5 534523 5 ,_. 6 , SASH S/OL ,A,L —, 55.3424 606L-76 54524 9 _ S451 STOP 1 6637 6 ot5,3 - T6 ! 10 SA,SH f WS E , ;'i - (I .H. 2,' R. H 4300 , 7 i p ,:::: x . 750 QUA r) PA,! ,'-. , D f T . — -------- - 4A 17 i',ILA F-TSTD, VIP,' Yi. ,.:,--.) B liC f.:Ar :-; TP249 7 PL 7 " - "'" ' - 13 E V L E P LA15 H ,., I I,. ?1095 1, 055 CAS TS(: . PCT 254 /7 24 ,';' 6 i .625 PHILLIPS FLAT HEAD SMS 1--- 7853 SPE NC T - :=? OP = 15 BALANCE rA! 0/"ELL 16 WE2L,' 'THEP'S TRIP .787 f .270 I i N 6J ,-, .52 7 P '.} r:7 c; : F37525- 1, 17 l'r/THERSTRIP, .157 x .200. rIN 6 795 SCHLEGE1 ; 28 ,L",,,i5E TAK:5- f,'L..T C . 1 7Q - 7.57' 7 27 UM i C.:4 r■ ) I , 13 511CON GLAZWC Sf:_iA Li.t4T 62399 ! DON ' 0 C .:.?"'._32 ANNEA.i ED GLASS . CE OR FOUAL 1 . _ 27 D58 1 '8' ANNEi:LeD GLASS • 22 558 DS r .;LA7 ;NG 5LL 2F)0 j F7o,()A SCRI:EN ce --7 2 CO 23 •)4 3/15" A t %it1 :TO cu . 1 3/15 TE!!?- 1; 4SS — i 25 3/16 a A 2 .;NC; 65A,0 6O1 ! ! : fv 26 4 x 1.120% alAD PAN !--I540 5S . 782P0 1 5:PECFP 27 7" Y. 2.5 OPEN CELL F04k1 PAD C. = 1 28 !SCREEN ASSEMBLY i309 • .062 1.160 H-4— 2.000 — 0-- 500 4 H E A D I 1 . • 1 j N 052 SAS 1.953 JAM L 7 XTRISION, 1 . 139 .976 Ij 1.398 IXTRUSION 2.000 1.359 ,..PENCE TFST REPO JR TS: FT' --2q59, iL-2960, :FTL-2:961 TL -2952, Fa -2963, UL-2964 2.600 .5/6 11 2.00 SILL rXRUS1ON :250 :---..-- 1.023 , A L-7 .052 — —7-4 1.010 —1— _ETING RAIL 1.852 rS n; I .052 • —4-- .926 •-• „ RAIL :-IXTR 1.582 1 1,817 BO I OM ISION 2 100 .500 pi Robert L. Clark. PE 4 Structural 8 SASH SIDI RAIL EXTR,S10 INDUSTRIES Crcl*n y. F.K. Ci .552 .050 926 1.137 Prv7e EX. 8 '37 Oo 4/ 1 8/0 1 PROFILES & PART. LIST Scr;esAiodel: Scaft.: I SRIert: NISI 7 . kS tOttPt,.sel%) DOLDCLIG 0 CATE PROM:7 C0NT4DL 0VSC iN § WDE. i...DI.APLIANt:E OFFICE g • R6.7:3, ALUMINUM SINGLE HUNG 1/1/INDOV/ ( TO 1070 Ti.C1 OF.IVE P,O. BOX 1529 NOKOLAIS. FL 34275 NOKOVIS, f1 3A274 SI —4-000 Dr.; eiN . Pe VAX. HEIGH; F MAX. r XED LITE { VERTICAL SECTION MAX. FIXED LITE DA ;'LJG:.HT GFEN'.NG MAX. VENT 'DAYLIGHT OPENING Robert L. CSrk, P.E. PE 0397)2 NDUS "TRIES +L� Q5) MAX. DAYLIGHT OPENING � .. __ 1_ l 2 F1Y1 =D LITE MAX. DAYLIGHT OPENING MAX. if I DTH HORIZO C r C f f O N F K. IV O+ — l irr PA, C T V//N; J0 WS 1.) TEST REPORT GLAZING, MAXIMUM SIZE A) F ;; L -2952, 3j 32" SINGE STRENGTH ANrN A ° x 8.7 <, _ _ ,�.:�, 53. 'ti ,� ; �, 6) FTL -2954, 3/32' SINGLE STRENGTH ANNEAL E x 7000 _ c � �. X7.00 {„ 70,000 ,n r, _ SHUTTERS AR REGU /R5 D AT ALL /; \I5TALLAT ONS Jn A.P`=Pr -VED fS Cwt PYY O'Z Y!4 T H T rr 9Oirrrt FlORi B L ji :7.t., CODE by \ '> , Ka Utt cc De VxDoG Lobe '+ C FK F. K. 18/31 1 IR +_ URA N wtt. 4/ 7 8/0f SECTIONS FROM SHEET 5, 3 32 GI A i uc, ALUMINUM .SINGLE HUNG W /NDOI/ i TG —A sc'� /cadet_ Sco :e: 1 s.-ett 1070 TECHHO;_WOY DRTV'E P.O. Box 7524 � Drin�q No. 4OKOLCS, fl 34275 NOKOt.IJS, f1 34274 Sri -4000 . 1\I TS v of 8 273,5 1 4 . ucx. )4C (T O.Ci0C" 0 . U,AX. '+r,OTH 55 .125' ty) . r)x t 1E i rJvNT tP LND4C 47 175 - CEHif�� * += i; i -T•a- R �/ S.L�X_ YL ST CXTI. F2;117 OPEN .NC x✓l.C'00" ---1 . X(. v••1011-4 17.IAA, 4A1(. FIXED UTE CJ.? r GP£hT4C 13 000" - cCh -L ?Li E Or (E€ Rk'L - - t 7- - j -- vL M7 ;,4YL'CNT 0 Yivr, .32. D00 - =11.X. I UTE EJ,Y GPI:No -43 20.250" _ :U X V7+.'1" D.k UGNT CPL NIt•F7 29.7` -0 WX, FIXED LITE CAY'JCh l OF )4N: 11_375 ' 1 D AY... -17 GPE 110) 0 31_275 LL FU(t) (TE HrJCI(T Noll 1'914 OF Li FIJI, ;3 7 /b' 60X. F1X£0 UTF 7- {r FZ04 130T:04 0f t €Ci NC R. l 1/2 171-2952 NON- IMPACT r ; t' DC Y'�'S I.) TEST REPORT, C L 2:NC, 14447-1 ?1uu S12E ,) F L -2052, 3/2" S1 NCI E STPEf ,60TH AAJ`iE4L 8) FTL - 3/32 SINGLE STRE,N 7 ANNEA 2.) SHUTTERS AFL' REOUSED AT ALL I.`'STA,L4TIG'NS 3.) PRESSURES U,VDER 40 PSF A ZE NOT APPLICABLE 4.) SEE SJ l'E.ET 6 OF 8 FOR SECTION DETAtLS !-• till i Robci L Clark, P.E. PE #39?)2 Structural > 1070 TECHNOLOGY ORNE NOK0 IS, FL 34275 S N R .1 PNALrf13 FPt- 25. (4) Rte p0s 4Y1f,Co.r Aldo, 19.123 (2) -7 5 -5&y7 t 56.44 •34.70 I 56.70 24.000 (2) •75.00 5-6 -67 } •:•8,4 -5 , 55.18 7 35.01 - 15.01 16,50.0 (2) '75,00 S5_67 -59. i 36.41 •05,00 39.0(7 t 12_000 (3) - 64.70 5367 '-4.00 ' 45.00 •35,P0 35.04 40.00' 4 4 4')0 4g 000 51123 INDUSTRIES -53.70 -52-50 37.604 (3) •39.3,0 ( 3 ) (3) {:`,) (al 50S4PAP✓1T(VE Fe 53. r25 x 48.750 D, 37.000 x 70.000 00LJ 1 -OADE COUNTY x .. Cc script%,n: I l tk: ,_3/32 GLAZING DETAIL ;.Q -59.60 .ST -57.50 Sb 67 -55.60 55.2_0 -25 2 .00 25.00 -260 22_60 F.X. P.O. 30X 1529 NOKCLtIS, FL 14274 GtikS41 152 Al N L`At1D YYlndcw Haight 3E. 375 (4) r.rQ � you •JS OC , 3K.O0 •34.50 ;1St S0 •33.:7-0 _ -i-0 -50.2 30 20 - 3..10 s0 20 -77.70 1 27.70 •26.70 26.70 r. GI-ASS: 516 ANN AL +D 4-21,750 (L) � 291'72 F TL- 2S-64 250'10 (4) 38 <.11 0.+15 (4 ) J 53.00 ;A) 7o.U.0 ;o) Wlndcw +,I•Sth n.p i pct 1 1 { po i es.y ) pot � ! -- - . I - . 19.'25 ;2) - 7$,•00 55 E; 1 - 73.00 56.E? -f3 50 } 56.67 - 4.0.70 . 4.6.70 - 42..i-0 a 2 -ap 24.•;:}'2.0 (2) 5, 56.E7 -57.00 i 60.67 -55.1D ' 55.10 - &4.4 -0 • 44,40 15.i -n , 38.155 .20.00 j 55 67 x.70 i S - 5u .6 .27 - 6 6.50 -41.7-0 i ii.50 77.10 51.19 - 6.8.73 i 5'_.n3 - 4.3.00 ) 4 d.C5 - I 4260 -35.70 35.59 -37,. 32_53 2_0.2-S ) 1.6.87 -34.30 j 25 30 1 -16..0 I - 1Fi.47 I .31.10 ( 51.,5 - :21.10 2(1., ICCI[Pf.RATY'✓2 fUt,LTS(5 NOTES_ z -) NtmlE.T1F t /I DVT. c P•r ffnis+tiry of fncl-orc Ff* xlde- '2) k. gat;•• 17.ttgn L Eax+4 on Compxattv• frt =lycii a.--C r,;:,.... Tsbls Ay Tait E13DO- 1 -) Pos!ti.• t.zN}n tLadx Dax. -d pr, an C- op,Q n ativs Aatys4. 57-43 . t R WAtT Ttt 111.7..� 3.&) •..mt.Tx acre !or #10 u :.ws 07- 1116 7apco• -.z (312 x_ra+.a ray t7- lard tnx t. aTl of t .0 - x) � S.) 1 x }-r 5.0 r,aam es comer ch come a_-Td ' 7-..0 o S.00 .{ t�.1• tf of }-,:..tiny n ot. I Mar_ x.^.17.-5 spa {Inr of 1p' at )an>:. xrd 2.' at head and 110. Ft:�e a core: F.K. 8/31 / ) aore /18 i 0 1 Rc.•.aronx: REDRAiv.1i FLANGED VV/ SB GLASS ALUMINUM SING' E HUNG WIND° ,4PPROVED AS CL'LLPOT,(3 m. t- .1 n lc um )'L0RDA L ird)rUS OClc i'ATg �a3G, ? .1... � OC&.■CT C0xT ?0t G 9Ctl 8 j(4 � d044P:M;cT OF FICE ACCE TANCEt� 41- � }6 t0 TG -A) Sever /'Loft: Scc S ^7-.f: Sc. T� SH -4000 N f 5 .,r R 2 736 MAX. HEIGHT MAX. FIXED LITE ` C 2,1 VERTICAL SECTION VAX. XED LITE DAYLIG} iT OFEN:NG MAX. VENT DAYLIGHT OPENING j 8 Robcrt L. Clark, P.E. PE X39712 S: n ct MAX, DAYLIGHT OPENING r — — -- VENT AXED LITE MAX. DAYLIGHT OPENING MAX DI HORIZONTAL SECTION f'gC - j��' PA, C T WINDOWS . ) TEST REPORT, GLAZING, MAXIMLPA SrZ L A) FTL - 2961, i/" DOUHLFI STRENGTH ANNEJ`•,L ED, 8) FT L, - 2963, 1/" DOLL6L_ STRENGTH A»N: LED, 2.) SHUTTERS ARE REOUJRED AT ALL INSTALLATIONS INDUSTRIES Drc.n e 1 1070 TECHNOLOgf DRND P.O. BOX 1524 NOKOWS, FL 34275 NOKOWS, Ft 3 =274 F.tC. 8/.33,/7 Scr:. /.ra et: SH - 4 000 7lrvi S;n-,T; RI:DRAW'N SECTIONS FROM SHEET 3, ALUMINUM SSNGLE HUNG V Sca'c: 51 t: N T51 4 a 8 0 0. 53.125 x 7F3.000 37.000 x 63.000 APP Rt74'ED AS COUr k D E ,arTx FL0 0A auKix!1c ATE pct_ ,7. 0C1 BY cq t RO? y co41RL�: 0 µSN✓1 B131,DiNG CODE L P.IA' .E OFFICE M1CCE?Tk,NCc NO C7, Orr; in9 No. 1/8 CLASS �INDO� 7 7 - G- 2 736 a ' 3 J*( . 1'112T?i 53.' �` - .2t17 Cs.t13�i'T OPLMw,;' X9.)25" - w.� w%Orli 37.003" - uS flY'ID LET 04,'101-7 [; [N.NC 33 000' ux. TTxtb u1T- r 7Jr)-(T CP•Ef t ' 34 ' l -L4.Y. 11=x"7 57 E NL'JG 3t.500 u.x F a LFTE Dk . t,-R c if 4,uc 28.000' VENT C•Y1Jv1{T OPENING 2e OCO' Lt�X. F>'Eil L'TL s : {YNT FFOJ 3071Cu or uCL�'•Xc R4,71 77 5/8' uAX. FIXED uTE I.-)C4-17 r cru e07TCu 3' 18 F. TL -2961 rTL -296J Roden L Otirk,PF PE x34772 Structural INDusTRJES CO hir.W.T1VE A, •kLYSi$ F!R: Window Width 1R12 (2) 2 (2) 25.5.3 )2) 32.090 )3) 37.000 (3) 40.009 (3) 44 040 ( - J -73.00 45.000 t31 -75.W 51 CC14P 111 .4 !VE s r2R: , 67 w hl 19,1/5 (2) 2 4.E (2) 214,5;.4 J2: 37_00%; (0) )7.:".;30 i 3, 1.) TEST REPORT. C2 iN , 1421: U I c,z ✓'LC A) riL - 2:95' 1/5 ?GL'BLE Sim =N:TH ANNEALED. 53.125 z .5) .TL -29ti _3, 7/3 DOUBLE STRCI T r E . 75. - 00 � i - ��r.'Y'�i_!>J. =7GUU x 6.3.4 2.) S1iuTTE.RS APE REOJIRED A.r ALL i :JSTALLAT (ONS .3.) ?°.ESSUF:EE UNDER 40 PSF ARE NGT /- P?L•CAELE !N ?J , !1 - DA.^E COUNTY 4.) SEE Sy; ET 4 GF 8 FOR SECTION LETAILS 0604 I 4) my 1 pcs -73.03 5457 -75.00 55.67 •15.00 I 56.c7 -73,00 56.87 - 75.00 5 - ?5.00 :t- 0007 °'" ' n r8 Do s •75.60 56.67 -45.69 56.67 -75.00 5 6.6 7 .73.05 5-0.67 -75. 56.67 1 8 GL 4ZING DETAIL pro . 2r: - f. ham. 56.57 -5250 52_5.0 1 667 - 47.50 47.50 67 .15.10 43.E.6 64.57 .4 -3.20 45 x0 Gass: 1559 .INWE?LED W;noow Hslryti! 38.375 (4) 50.625 ;4) eg - 75.00 7 5.04 •75.40 - 67.801 SE SO 1 56.67 36.♦ST G LAS 5. b A4ug ALEO 86.50 i pot •75.90 j 56.67 -75.7)3 ; 56.67 75,00 { 56.67 55.67 - '.5.50 1 56.5 3 - 73.00 SA.67 - 57.40 38 575 (4'• r 5C-5.23 ;4�� �'.. 63.3. o . a, 1 Pe, s4 8 R Ely I ,; iUrs: F, w, 3 f . 8 REA of 4 .1/ 63.000 n►9 I 601 ra9 3 -75.00 35.57 56,79 .1 •7 6,0 55.87 -5-0.93 1 50.9i 55.57 -49,77 1 49,27 58,87 - 46X2 4 8 02 ao.w 49.40 -43.70 43,70 -4,3.30 ~ . ,33 4020 `- .20 4 - -40.07 40.00 -36,70 36. TO - 315 .7rJ I S3.`o J0.10 735.7c) - 34.50,3 -.2 . ?G 25.70 'co IdpAriAri :`E 41.:41..5:5 ND i 63 • ) p ✓•n!h.r•t a r ._ } � z iJ y or • ■c 5C. $ Lama 2,) t:.g.11y. oasi77 lasds Surd en Comp3ratl -(♦ Ans;y-six n.-'d +1x60 rabt4 A31M C13•7- j3.} P•ri!va Oasl.;h Ltsds k.c.0 c■ Cof .+.na.tyxlc ar,-d Nato. Y• ■t Frras:u•. 14-) + -- Pr. for 010 scr. -s Jt Y71C' 7aycon•.(Y,1 £Gt.vre r =- S z � +-e :- had nt 41127>) )A.d `PA* Y 'NM:. V/ 13.) Anchors 504 m •. ! an-41 chos 5 rrsw tra •ch corn• a 540 rr. r , }^2 , }^2 a_ .r thor r z-, ld• of rn..tln :s!!- �/ 1 M c,(., -sc inq o/ 7-0 at 1a 1.0111 -nd 20' at n.sd and 0111. 55.67 r I Pti 15.9 - 75.03 5 6.67 - 5.9.4.3 -75.03 f 56.67 1 -59.00 56.67 -70.G0 1 56.£7 - 5,5.60 i 56. 60 'S'•°O I 56.6? •53.80 : 50.50 - 1 - 60 4 9.56 , .a3. ;t, 4;70 • FTC 2« 6_ 00.0 ( 11 50 1 - 4.3. 43 81 A?P;;C v AS C P.Y;3rJ tiV T 1 r,- IFN FL BtAL.D.r+G 0; CITE �Gb 3c 7.7v) 6r i d� ° 'xrC.-, DrY+.9CAN t )3(i LCKNG C-OC') 60 PLIANCE OFF;CE t. CCEPTANCENC C1 -G - /6, 'I L; i'lA NGED V✓/ D SB GLASS Mr: A I- UMIN UM SINGLE HUNG WINDOW (TO Q70 TECHNOLOGY DRtsiE P.Q. BOX 1579 Senes «cC.r, St c.• • Sha•l Ckcrrn ? No. NOKCI -CIS. FL 342 >5 NOK011TS. a 3 -4274 SH - 4000 N t 7- S 3 a! 8 2/35 .38.18 :8,1R -36.33 :6.31 •33.8-4 - 33.07 J3.02 -33.00 33.00 -3 ?.80 32.50 •17,E0 24.10 I . HEIGHT / 1 VERTICAL SECTION (23 2 4 ) MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING Robcr L Clar):„ PEI:37 StructurBi INDUSTRIES Dx.rn-ripbor.: DAYL HT 0p [NI N ; . Vr 17_17 1 N, E LTT !) , MAX. DAYLIGHT OPENING MAX. VIIDTH HOF! 7f3 f\) TA, '--7,== 77(1.,\I ON IMPA Ci WiNDOWS 1.) TEST REPORT, GLAZINC, M.4X!muir SiZE A) FTL— 2959, 3/15" TEMPERED, 53.1 x 75.000 B) FTL-2960, 3/75" ANNcr 53.125 x 75'.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS F.K. 8/3;/1 Oott: 4 /18/0 REDRAWN SECTIONS FROM SHEET 1, 3/16 rrue: ALUMINUM SINGLE HUNG W 1070 TECHQLoy DwE P.O. BOX 1529 NOKOWS, :14275 NOKCIAS, Ft_ 3 San'. Sco‹'e: Orc...;r5^, SH--4000 1..5 2 Q( 8 2.000' APCRCVED kStir.XtP120-6 T fl.CCODA ErJAJDO-k3C DAIE 6 P; F, 1 Ey ;<:_t- • P Ok4?!J)<NC, OF :ICE A.C,CEPTV41;;; o 0 I - '(D GLASS 2 736 Fey: Cc.P.PAPPATIVE A7 21$ fQR.: GLASS; ails TEMPERED FTL. 2959 W;ndcw Width Wtndow N.I;{( 26_000 (•) 35. (4) 50.535 4) ( 67..000 (e) 1 76.000 j6) y rrp i pot n.q pos r.o.2 po■ n.-t/ 1 pos. r..g pc. 19.125 '2) - 13370 7467 - 135.00 56,67 .111.80 i 56.57 r 56.07 -91.65 T 56.67 -71.01 54,61 5657 - 240.0 72) - 135.00 56.57 EC.47 L.135.00 T.175.00 56.67 12 -64,65 56.0 -91.54 25.5470 (2) - 115.00 56.67 - 427.115 5667 12.11 56.67 40,55 56_67 72_250 {1) - 153-00 5-667 175.0+1 56.67 - 121.93 1 5-5.57 -.50.04 I 55.67 -56.41 { 58.41 37. !31 - 135.002 55.07 - 175.00 ' 55.6 115.74 05..6 .80.04 j 56.67 5-5.57 11 os.0.1 5--',.01 I 55 70 .005 ;1� •135.00 84.67 •122_44` 50.57 .151 .;.4 - F 56,67 I O.�0.4 06.67 ,.3.00 , I 4 - 4.1.K.70 (31 - 115.09 55 - 57 •1C. &C3 60.57 -C9 59 55 GT ) 55,67 69.74 n5.57 1 5,09 c4 - C/(IO ( 3 ) .1 1 ,..' 70 } -5.5.51 ' 55.67 .79.72 -'8.25 5487 55.0.) j 50.09 57.17: (41 , 66.'7 56_C7 -85.10 55.67 •69.62 ? 86.6? - -ac.✓e 75.77 } -85.00 72,00 � 812/484.F1T Vy 5tiS1„'5 5ylt. 0).A0 -5. 1.111 Af.r :FILEC s7).. 2S 441 /....-111 Ifs 0 o - . 1) 0 - 0 ) 4 ) )4) 347.27E la, 50.82 5 (4) X1) 51.( (5) Y 78.070 16; rr g - 1 - pc. i n.y p-cs 1..7 ) 26a r..7 1 pos r..6 I. 5ca 19.125 12j I -120.70 56.67 77.57 1 Is 67 .720.6X2 56.67 - 5-4.65 55.07 60.51 1 15..57 24.C77.0 !2) I •120.00 56.07 - 127 55.67 - -120. ,: 55.67 -54.65 56.57 -67.54 1 35.51 25.7-17 (:,`. .120.D.5 56.57 - 120.:0 1 55.67 1 - 120._X3 56.67 -82.11 i 56.87 -60.55 55.04 12-000 77) -120.06 1 56.57 •120, 00 I 55.67 r •107, 7 1 _6.67 - 60.04 5547 •56.41 1 51.29 57.060 (1) 40.710 (1) •120.04 _ 55.63 •120.5.7 ] 5667 - 64.40 1 56.57 - 70.40 56.57 55.74 50.03 7.04 ; 56.87 - 177.5-o 1 55 ---- -- - -..- - 115.50 -....5.7,.11 •:r;. 71C ' 56.67 ] -80.80 3657 58.5 -65.60 66.67 -55.07 ;7.00 C.�7:37 )3) i 56.67 1 -73.10 ; -80.20 56.67 -52.10 I 50.00 4-30 >0 (1) •120.00 1 5 1 r: 6.6 764.80 56.82 1 -51.94 i 51.40 - 4.8.00 476.113 l 51:25 ;Al 1I •112.70 I 5-4.67 -.S.59 1 65 ! -59.50 j 56.67 ' - - -02-.66 47. ?0 .(3. 41.10 X. H=IGH~ 75 000' J MAX. WIDTH 53.125" M.A.X. FIXED LITE f DA LIGHT OPE NiNC *---J 49.12 0 7, CEN E O2- ME E INC RAIL - MAX. VENT DAYLIGHT OPENING 43.125" NON-IMPACT Ur/NL C' Ns 1.) TEST GuZrNG', ,'MAXIMUM 51ZE A) 5'1 - 79.59, ..3/16 TEM1- -) 'E!.), 5.3.125 r 7(5.000 0) F ,r! - }980, 3/16" ,niMEA EO, 53.725 x 76.000 2 1 SHUTTERS ARE R}CU'iRED AT ALL INSTALLATIONS 5.) SEE SHEET 2.0E 8 FOR SECTION DF_TA!L-S PAX. FIXED LITE HEIGHT FRC)•1 BOTTO), OF )iEE )NG PAIL 37 5/3" VAX. FIXED LITE DA`:'L)GHT OPEN C 34.500' MAX. VI_ DAYLIGHT Ui'EN!.NG 34.500 IJ �U / II Robot 1_ C ?irk P.E PE 439712 51ructurd 3/15" rC LA S (2:9 1070 TEChNOLOGY DRIVE: NOX(CFA)S, Ft. 54275 _(.2u?Ah &ll,c At NO2LS: 1.) Nun to-cc tr, , , ar -r 6*-,.s a,.. 11 , .4 .r.o ,c,, p., 41C., 2) + O+tlgn L.8345 565.•• o.1 Compc.rt11v• Ar_artyc:c .71-d ✓ :'.,s 7478l• 4,5714 55700. 1.) Po1.10t• D.s:gn Lo -4.. b.41,1 on Co- .Fa.. - 47)h. Al'.alys.s and Wi!.r Tact 8(.170747. 4.) Num.5..-t ..r• for 810 aCf1 of 1.16 7apcooc_ (1112 tv.v.a r•ry to 1.4)84 Irat..d of 870 5.) Anchor. 5.:00' mast. from . .cn cor'r and 5.00 m>_x. on •Itf +r .16• 07 rr,a.Or -g r.U. 76.... aoortur s5..c :r2 0415 at jarr,bs and 20 41 h.6-4 rrd s11. 3/76 GLAZING DETAIL Cescnp(r�n_�� rue: r 1 1 .375 PIN. CLASS 8!75 )P8,10 arc-Oft: Re )sio,' ----- IFK 8/31 /1 2EORA \ 0rewn a Dote: F. 4/18/01 �p ?i F cAri 6 F Ter4 ft Zm� ?RODUCT C-ON1 RO'. DMsroo 13L'L0'GCODC uPttu')CEOFFICE r,CCEPTA.NCE NO 0% -Q516" I Ci FLANGED V// 3/16T OR 3/I 6A. GLASS ALUMINUM • SINGLE HUNG WINDOW (TG -A) Sen ESfJ.lcLsl: $;Q 6� 372815- 0owin; No. P.O. BOX 1529 NOK.OL41S, Ft 34274 SH -4000 N 1 S 1 .(8 22/36 A .250 — MAX. 3/16" TAPCON OR 1/4" TAPCON A TYP. HEAD a TYP. SILL 3/1 6" TAPCON OR 1/4 TAPCON 1.250 II °' c t • 1.250 a j - .250 1 MAX. 2 x WOOD BUCK .250 MAX. 110 PANHEAD OR 112 PANHEAD e . a TYP. HEAD TYP. SILL t 1.250 N 1.250 110 PANHEAD OR 112 PANHEAD F .250 MAX. 2 x WOOD BUCK .250 -- MAX. TYP. JAMB —H 1.250 Revisons: Uoteriol: Revsd 8y: Dote: Chkd By: Dote: D.B. 6/7/99 Drcwn 8y: D. B. Dote: 3/77/99 1 x WOOD BUCK To%sronces Unless Nofed: Fr ctions: f 1/64 Decimal .00: t Decimal .000 f Mgulor. f r series /Model: HS -201 Description: Horizontal Roller — Anchorage POT NO: VENDOR NO: 3/16" TAPCON OR 1/4" TAPCON 1.250 Scofe: Sheet: 4 cf4 .250 MAX. TYP. JAMB APPROVED AS COMPI.Y}NG iV' ?1Ti T�iE SOUT}i FL RIDA BUILDING .CODE DAT 2 i�� o t o BY /.r 111. PRODUCT Co r . ROL DfY;S;D^! .BUILDING CODE COMPLIANCE OFF C.E ACCEPTANCE ND - 03 - L +d 2 x WOOD BUCK INDUSTRIES Drcw No. 260 4 Rev: A 3/16" TAPCON OR 1/4" TAPCON 1.326 2.489 .500 2.000 --- 2.000 -- .926 T .050 TYP. 1.201 2.324 .907 .750 .926 -- 1.672 --- 1. 186. 2.000 1 1.569 1.100 / 9) 1.042 1.542 .750 .812 2.000 1.569 .100 1.042 1.542 Revisions: Material: Rend By: D.B. Dote: Drown By: D.B. 6/7/99 Chkd By: Dote: Dote: 3/17/99 Tolerances Unless Noted; Froctions: t 1/64 Ceumal.00 t Decimal .000 Mgulor f 1 Series /Mo del; HS -201 Description: GLAZING OPTION 3/16" ANNEALED Horizontal Roller — Glazing FGT NO: VENDOR NO: Scale: Sheet: Drawing No. 3af 260 APPROVED AS COMPLYING WITH THE 'SOlfTH FLORDA BLARING CODE DATE -k t9 BY PRQDUC 1, ROL DIVS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C t - 3 Di INDUSTRIES Rev: Window Heights Window Widhs 26.500 37.000 53.125 74.000 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 116.73 89.81 68.60 57.25 63.000 91.10 68.44 51.53 41.33 Window Heights Window Widhs 26.500 37.000 53.125 74.000 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55.33 55.33 63.000 55.33 68.44 51.53 41.33 Window Heights Window Widhs 53.125 74.000 106.375 111.00 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 75.30 66.49 59.85 59.14 63.000 55.22 46.13 40.93 40.47 Window Heights Window Widhs 53.125 74.000 106.375 111.00 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55.33 55.33 63.000 55.22 46.13 40.93 40.47 63" VERTICAL SECTION OPERABLE 57.122 DAYLIGHT 0PEViNG 58.475 DAY IGHT OPE�ING VERTICAL SECTION FIXED X0 Configuration Negative Design Load bosed on Comparative Analysis - (PSF) X0 Configuration Positive Design Load based on Comparative Analysis - (PSF) NOTE: 2.324" HIGH OVERALL INTERIOR SiLL FLANGE. ONE 3/4" x 1/2" x 1/16" x 3" LONG ALUM FRAME SILL NEAR EACH FIXED MEETING RAIL, ADAPTER GLAZING LEG TO SILL, SECURED TO 1 INSTALLATION SCREW AND ONE /8 x 1/2" Revisions: 110 feria,: Revsd By: D.8. Drown By Dote: 6/7/99 D.B. 111" HORIZONTAL SECTION . ANGLE iN ANCHORING SILL FRAME WiTH SHEET METAL SCREW. Chkd By: Dote: 3/1 7/99 Date: Series /Model: HS -201 Description: PCT NO: XOX Confiqurotion Negative Design Load bosed on Comparative Analysis - (PSF) XOX Configuration Positive Design Load based on Comparative Analysis - (PSF) Toterances Unress Noted; Fractions: f 1/64 Decimal .00 t Decimal .000 f Angular. f 1' VENDOR NO: Scale: Sheet: 2o'4 APPROVED AS COMPLYING W`TH THE SOJT{ BUILDING CODE DAT - b 19_. BY PRODUC 'TROL DIVES 0} BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.1 " D -1- INDUSTRIES Hor. Roller - Sections /Comp. Analysis Drawing No. 260 Rev. 58.000 & x. XOX MAX. 6 1; 0 L. 0 ITEM 1 FLANGE FRAME HEAD 2 SASH STOP (Alum. 6063 -T5 3 FLANGE FRAME SILL (Alum. 6063 -T5) 4 WEEP HOLE COVER 5 SILL ADAPTER 6 FLANGE FRAME JAMB 7 FLANGE FRAME JAMB 8 WEATHERSTRIP, BULB VINYL 9 FIXED MEETING RAIL (Alurn. 6063 -T5 10 WEATHERSTRIP - P/LE\FINSEAL 11 SASH TOP /BOT. RAIL (Alum. 6063 -T5) 12 SASH TOP GUIDE 13 END CAP 14 ROLLER HOUSING 15 BRASS WHEELS 16 SASH SIDE RAIL 17 WEATHERSTRIP, BULB VINYL 18 SASH MEETING RAIL (Alum. 6063 -T5) 19 SWEEP LATCH 20 18 x .500 PHIL. Fl SMS 21 J8 x 1.000 PHIL. P.N. SMS 22 3/16' ANNEALED 23 GLAZING BEAD (Roll Form) 24 SILICON 25 HEAVY DUTY FIXED MEETING RAIL 26 SEAM SEALER 27 WINDLOAD CLIP Revisions: Material: Revsd By: Dote: D.B. 6/7/99 Drawn By: D.B. DESCRIPTION Alum. 6063- T5L61289 1 66387 2 61085 1 42111 4 (2 1/2" & 27 1/2" from 61288 1 61088 2 (XD /OX Con fig. Only) 61087 2 V.T. / Alum. 6063 -T5 Chkd By: Dote: Date: 3/1 7/99 QTY. /LOCATION 66601 2 (1 per Jamb) 61089 1 67919G 6 61092 2 42705 4 42114 4 42112N 2 7BRWHL2 4 61090 4 sash tp /bt rails & mtg. rails ( ® interior of eo. sash bot roil ? per Sosh Top /Bot Roils 1 © eo. end of vent to rail PCT NO: 64664 61091 71096 2 per Roller Housing 1 sosh side roil) 1 (15 1/2" from ends -vent mtg. 2 (if height is >= 42) 7858A 2 (Sweep Latch screws) 4 (when using 2 Sweep Latches) 781PQA 22 (Frome /Vent assy. screws) 3 65030 62899 61593 6SM55 W 61093 NON - IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: X0, OX, XOX 3.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4.) ANCHORS: MAX. 6" FROM EACH CORNER (HEAD & SILL) MAX. 5 3/4" FROM EACH CORNER (JAMBS) 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SF'UTTERS REQUIRED TO MEET IMPACT. 6) REr TEST REPORT: FTL - 1313 7) SEAM SEALER LOCATED AT FRAME CORNERS AND EACH FIXED MEETING Toieronoes Unicss Notcd: Troetions: f 1/64 Decimal .00: t Decimal .000 t Angular. f 1 Series /Mode!: HS -201 Description: 8 2 RAIL. ALUMAX ALUMAX ALUMAX VENDOR en dsL VI NYL - TECH /P. G. T. ALUMAX ALUMAX ALUMAX TEAM PLASTICS Hor. Roller — Elevation /B.O.M. ALUMAX SCHLEGEL CORP. ALUMAX VINYL - TECH /P. G. T. VINYL-TECH/P.G.T. VINYL -TECH/P.G.T. VINYL-TECH/P.G.T. ALUMAX TEAM PLASTICS {VENDOR NO: Stole: Sheet: Drawing No. 1 a(4 ALUMAX rO ,U,)NIATURE DIE CASTING MERCHANTS FASTENER MERCHANTS FASTENER N.P.G. FLORIDA SCREEN DOW CORNING ALUMAX SCHNEE- MOREHEAD ALUMAX 260 VENDOR / AF — 11289 AF -6387 AF- 11085 AF -11288 AF -11088 AF -11087 TP -123 APPROVED AS COMPLYING WITH THE SOUTH F ORWA BUILDING CODE DAT - - s 19 BY PRODUC CO■TROL QWS'ON BUILDtNG CODE COMPLIANCE OFFICE ACCEPTANCE 7 O l l �3 �L 1 AF -11089 FS7919 -187 AF -11092 AF -11090 TP -324 AF -11091 PGT. 214. XX 05 -030 899 AF -11593 SM5504 AF -11093 INDUSTRIES Rev: -.--1 irE g1 I 4g0 .000 1 1 1 1 5.000 - [--- 16.000 MAX. I I .000 wx. 1 1 1 i 1 I 1 I J f _ ,__ I 1 1 I _ 17.0C im 1 1 1 1 1 1 I 1 1 1 1 11 6. C 0 I 1 1 I I 1 1 1 I ; ; .< 1 11.000 58.000 & x. XOX MAX. 6 1; 0 L. 0 ITEM 1 FLANGE FRAME HEAD 2 SASH STOP (Alum. 6063 -T5 3 FLANGE FRAME SILL (Alum. 6063 -T5) 4 WEEP HOLE COVER 5 SILL ADAPTER 6 FLANGE FRAME JAMB 7 FLANGE FRAME JAMB 8 WEATHERSTRIP, BULB VINYL 9 FIXED MEETING RAIL (Alurn. 6063 -T5 10 WEATHERSTRIP - P/LE\FINSEAL 11 SASH TOP /BOT. RAIL (Alum. 6063 -T5) 12 SASH TOP GUIDE 13 END CAP 14 ROLLER HOUSING 15 BRASS WHEELS 16 SASH SIDE RAIL 17 WEATHERSTRIP, BULB VINYL 18 SASH MEETING RAIL (Alum. 6063 -T5) 19 SWEEP LATCH 20 18 x .500 PHIL. Fl SMS 21 J8 x 1.000 PHIL. P.N. SMS 22 3/16' ANNEALED 23 GLAZING BEAD (Roll Form) 24 SILICON 25 HEAVY DUTY FIXED MEETING RAIL 26 SEAM SEALER 27 WINDLOAD CLIP Revisions: Material: Revsd By: Dote: D.B. 6/7/99 Drawn By: D.B. DESCRIPTION Alum. 6063- T5L61289 1 66387 2 61085 1 42111 4 (2 1/2" & 27 1/2" from 61288 1 61088 2 (XD /OX Con fig. Only) 61087 2 V.T. / Alum. 6063 -T5 Chkd By: Dote: Date: 3/1 7/99 QTY. /LOCATION 66601 2 (1 per Jamb) 61089 1 67919G 6 61092 2 42705 4 42114 4 42112N 2 7BRWHL2 4 61090 4 sash tp /bt rails & mtg. rails ( ® interior of eo. sash bot roil ? per Sosh Top /Bot Roils 1 © eo. end of vent to rail PCT NO: 64664 61091 71096 2 per Roller Housing 1 sosh side roil) 1 (15 1/2" from ends -vent mtg. 2 (if height is >= 42) 7858A 2 (Sweep Latch screws) 4 (when using 2 Sweep Latches) 781PQA 22 (Frome /Vent assy. screws) 3 65030 62899 61593 6SM55 W 61093 NON - IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: X0, OX, XOX 3.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4.) ANCHORS: MAX. 6" FROM EACH CORNER (HEAD & SILL) MAX. 5 3/4" FROM EACH CORNER (JAMBS) 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SF'UTTERS REQUIRED TO MEET IMPACT. 6) REr TEST REPORT: FTL - 1313 7) SEAM SEALER LOCATED AT FRAME CORNERS AND EACH FIXED MEETING Toieronoes Unicss Notcd: Troetions: f 1/64 Decimal .00: t Decimal .000 t Angular. f 1 Series /Mode!: HS -201 Description: 8 2 RAIL. ALUMAX ALUMAX ALUMAX VENDOR en dsL VI NYL - TECH /P. G. T. ALUMAX ALUMAX ALUMAX TEAM PLASTICS Hor. Roller — Elevation /B.O.M. ALUMAX SCHLEGEL CORP. ALUMAX VINYL - TECH /P. G. T. VINYL-TECH/P.G.T. VINYL -TECH/P.G.T. VINYL-TECH/P.G.T. ALUMAX TEAM PLASTICS {VENDOR NO: Stole: Sheet: Drawing No. 1 a(4 ALUMAX rO ,U,)NIATURE DIE CASTING MERCHANTS FASTENER MERCHANTS FASTENER N.P.G. FLORIDA SCREEN DOW CORNING ALUMAX SCHNEE- MOREHEAD ALUMAX 260 VENDOR / AF — 11289 AF -6387 AF- 11085 AF -11288 AF -11088 AF -11087 TP -123 APPROVED AS COMPLYING WITH THE SOUTH F ORWA BUILDING CODE DAT - - s 19 BY PRODUC CO■TROL QWS'ON BUILDtNG CODE COMPLIANCE OFFICE ACCEPTANCE 7 O l l �3 �L 1 AF -11089 FS7919 -187 AF -11092 AF -11090 TP -324 AF -11091 PGT. 214. XX 05 -030 899 AF -11593 SM5504 AF -11093 INDUSTRIES Rev: 3/ TAPCO\ 1H 25(? 1A X T YP. HEAD, - j ' 4 1 x W000 BJCK L IAMB , 7. 2.50 MiN 1 \ \ 1 1 d • / • • 1p3 7 L2 7;4 ' O k ---).; • _3 )' ?IV 4 4. [1 r 377, F 51.3, FT) -1519, .c71 - 520 53.5 2 ,5Q MAX. EA L) SILL „1,4A -1 - - / P,41, EA!) kJ / 250 MAX L fIQ SILL T YP I • 1 ' C72 , A - - , ---- • 2.0 MA/. T YP. F LL e A A j /:' 1:1 // ( 2 S'.1"UCtu:a) .x POCK FRA A,/, • "2 7 INDUS TRIES FL '> 74 , , i10' OP f 12 0 e r I/ 6 W00 ,c kl r N C TYP. hEAD. 5!LL JAM'S ■:"''.!, pfior; H : f '' ..\ ; (--` (--- 7 k / i ...._.,./-, .2,,__.. ; e, ,._ ; i .. k 4 j, , , , ■ i I ' C I 4 ,-_--- t, ; — 7 , 1 / ■ • \ ;—",. r. ., A / C :522 1 )1 71 2 ;L: 4 0 APP AS C. vA S.:7;2TH 464 r_c C72E CM . ACE AKA,. r".•.'")S• 1 - z 7 4-> 2 392 (7, —H IL ( ' 6'0E3— T5 .C;50 I , I 1 --J.—. A.Li.;,V. 5052-75 1.353 1 ; 575 11 11 1 2 r"=--- I LT_ 222 -- 5c5,3.-75 / al-- INDUSTRIES f , A -75 L z- / 1 2 0C2 j C1- %?C/ CC ":' F.S. 4 % I A As cc LUU t.) . telt • • t. ?,C C B1- ,D 9C: CC.7)E COmPLitsr-4ca iNC,C;1=7A.':Cr: ,77 / /. /// , -- .',,./ -r- ;--) ' 1 ?. n N) ( - /c. ( _..,' / I- . -' ,k ‘ / L.. / , ; / (,) ,_. (._/' .' ,:: _ i / // ".!' ) %, .A 1 !` ; : k A 1 ;'• C' T. ,I. 4E n .:- P,c' !4;' . P. 1' . i , L. ,.... 1'. : , '‘,, (..., ;... ‘...,--, v L , ', ; L.... I , 1 , - 7 / , 1 ? 1 . TL. —1517, Fri —15 3, / -159, F-7;._ — 1520 ,.../.. F7L-1535 4275 (".. - • 7 0 ,3 1 :7-',.: ..!,. ,S- • y .;,,; 1 i'; Ri- E. TEST ,2EFCTS',. PE 4'39712 . s' ,S4-4,-e-irt: 1 1.'.. 7 iT. •r-'. OCY ' .`".■2' 1 1 , . — ,---1 -- --- - "---- ' 1 / X X X CP :FERE TEST Pt L - f20 i-----71 !T----, 1 l 1 N /1 r , x GENERAL NOTES: NLI'llbers in ( y parentheses airs qt.:antity of anchors oer side. Negative Design Loads baSet1 on Comparative Analysis (ps.f) and Glass Table ASTM E 1303. Positive Detign Loads based on Cornpareilve Analysis (s") and Water Test Pressor's. FTL-1520 114" TEMPERED GLASS Window Window Widths i ttIghts r 37.000 (6) -7-4-0-.-300 (0) -42,000-- (6) 48.on (6, I 50.125 16 ! 54,D0.0 _ ,r16.300 (2) .135.00 75.30 1 -135.00-- 75.30 --T.-115.00- 75.30 I -117.20 75 - .30 , .103.00 75.30 -55:73 75,30 1 7.7075. •75.40 75.33 -__i-- 1_ 1 33,375 (2) -135.03 75.30 T-7135,00 75.30 -135.00 _ 75,3r) -1-1-17.20- - 75.3 - 0 --- r .10E1.90 15.3 - -95.70 75.30 , -92.50 7336. 1--- - 7- 75. 1 30 75.30 _--. _-_-- _ :---- 1 (3) .135.00 75.30------:1-35.00 -- 75 30 7130.80 75.30 .117.20 75.30 : •1 MOO 737. -95.73 75,30 1 75.30 , -75 00 75.00 ,--_ _ 153,000 (4) -110.00 75.30 -104.00 _75.30 1 76.1.10 -90.10 75.2 -{--87.3e 75.30 -83.50 75.30 i 53 75.30 -75.00 75,00 04.000 (4) -108.50 75.30 .102.10 - 73,3 - 0 -- -91.10 -Bg.60 75.20 -31.80 73.30 i -80.90 15.30 1 .75,00 - 75.00 - -- L -- , 'Numbers aboye for 010 straws or 3/16 - raptors. Note: 2 anchors 4 apart, 4" from each s1de of meeting raIl are roquIred, (Total of 4 a nc Anc tior at etach Moat. Rail) hors Ei froan asch corner, Mex., An6 as f low: Max. &pacing at nead 3. sI11 at ...ent r 15.000 Max. spacing at Jambs A 10.n0 FTL.1520 1:4" TEMPERED GLASS Window Heights 37,000 25.000 (2) 39.075 (21 -135.00 150.625 (2) -130.00 - 6 - 376-67) - 31 - C -7. t -6- 1 64 000 (3) -10E1.50 'T./umbers abov e for 512 straws or 1:4" Tapcons. Not 2 anchors 4.750" on each alder cf meeting rail are required. (Io(a, of 2 anchors it (Ich Met. Rail) Max. spacing At head 3. sill at -rent • 22.000 Max. spacing et larrIb5 FIL.1520 1,4" TEMPERED GLASS Window Heights 19.125 28,000 (2) 1 -135,00 33.373 (2) 1 •135.00 50.52513) .135.0:6 93.000 (41 .107.90 Window Widths 7: J 5 0:663 (4) 1 51.000 11) 7 00.000 ( j - - (4 75.30 l -135.00 75.30 --.., .135.00 73.30 , . 75.30 - 7 . 73.30 - •95.70 75.30 .92770 92,60 ------ 75,30 -75.401 75.30 1 - 75.30 - 1 035.00 75.30 1 135 00 75.30 1 -117.20 - - 7C 1C1 , •100,00 ----.1-- ---- - - - - - - t - 75.30 - 95.70 73.30 i - 7..T.i 75.30 -135. 75.30 -130 75.10 -117.20 __ 75.30 1 •10ii.76 - -95.70 - 75:30 -92.00 -- :13.00 - -75 ._.3 __ - 1 1 1 __._ .90 , , _____ _._..._ _- - - 3130 , -. i-7. .75.00 75.307,i:7)o- - 7 - c -- .71 - .5 '.----. 1 00 04) 75.30 -79-6.:1-6- 75.30 , -57.30 75.30 -102.10 75.30 7F.3.5 -12-1,50 75.30 •d2.53 73.30 , _.s -no. o r.. - - 7.;1.7? - 3 .- -- .7n I Anchors 8" from each corner, MAX., II^ d as follows! Window Widths S2) 20.000 (2) 1 24.000 (3) ! 25.500 (3' 1 30.030 --1 (Di 75.30 - --13.00 -----75,3-0--1--.117.20 •907.20 75.33 , -75.40 75.10 75.30 --' -135 00 15.30I -117. 20 1 -95,10 ---- 5.30 -75.0 .- 73.30 .135.00 75.30 i •117,20 75.30 - 7 - 3971 - 5 75 20 1 •75.00 75.03 75.30 .104,00 75.30 1 .90.10 75.30 7 -75,00 - 75.00 73,30 0 75.30 -93.30 75.30 -32.06 75.30 f 0 -75.00 - - 75.00 64.000 (4) 005 Dc _______- umber s above for 510 scre'ws cr Tap-cons. Note: Anchors. 5" from 2C corner, Max., and as folio Max. spacing at head 8. sill at vent 16.0430 FTL.1320 1:4" TEmP3RED GLASS rIndow 29.000 ,,2) 1_-135.00 75.30 7-135755 75, (2) - -- - 1 20.000 _ 12 Height& 19.125 38.375 (2.) -135.0C - -7 13 7 5 - 0T0 - - -- TS - 50.525 (2) l-1-35.03 -75.30- •13'.3 '2:0 75. 113.030 (3) -107.93 75,30 i .104-ti.0 5.4.000 (3) •105.90 75,30 .102,10 75 ---__------.,-- _ Numbars above for 812 screws. or 1:4 TApOrIS. Note: Anchors e" from each COrilAr, Max., and a a fOt M ax. S pa r19 at head 3. sir A t ' a 15. :ow s: 04)0 (17 FOR IMPAC:T W/i1/4.),fr)Cw Max, spacing :it Jambs • 13.000 Window Widths , 2) --- T2757500 (21 --1 30 - r - •117.20 75,30 - J-79(1.20 75 ao -- 1 -75.40 1 -7- 7; ) 1- 7 1 - ----:i_,f_ilc);,:c1-7755.7- j 30 " •117 2:1 75 i 755.10 , - 1 - -iY76 - 6 --- Th - t - .30j •13.30 75.30 _ l .02.00.._13121 -75.10 - 75.______CT - i Max, spacing at lain os.. 13,030 7; // / / f 1 ± C.;!)t..; ; .-`1 Struccurt:i INDUSTRIES 1c71..) f :::)-!`:OLCC;)' 1)rtyL ,^4c FL 242'5 A3 CCYPL" NC v■-4 ipA DAT k - - L r-- 0,1 AC,'CC:=TA.,`JCE -------- i .• .777.-.77-7:77 -------- . --- Lroan 3y. i ...)T !' 1----- P. 5. - ' ' , z ,') ,' . 1 ... - ) -----,:----- / r .,. ,,, ,...,.., • .,....? r ,,,, e , - - 4 1 .. X. ' r ' / 4 . - 4 ,• - - • „ ,,-.4 • ,...„ , • '7. , , „, ,,, , 1., / ,/ I 1,7y , c 11 iT i'31- ''' , / , FA.:, ,. -` , /,' / i \ : t -% L 'I ..) ! .... .., /4 , ,-.--- 1 c ,, ,. , 1 ( i l' 1_, _'-',./-,' 111 17'] T 0,-/li\iprn' ---- .1 qr-:Ci. ■ .3..7'.7 t' S!'f.1 I (7.i ../0 - . ..r) Pox .`.:;'? ' 1.,'Cl(0ViS‘ ri. 24;74 i ',12 - 7 7" ti y J XnX PErEPEN E TEST 7E2C�2 ?S. FT;. - -)520 tie r;L -1535 OEf1ERAL NOTE5: Numbers in O parentheses are quantity of anchors per &de. Negative Design Loads bated on ComparatlY• Ana4ySIS 125f) ��d�GIa ..% bI, AST M 1300. Positive Des13, Loads based on Comparative Analysis (p f) a FTL -1535 3/16" ANNEALED GLASS vYlnAow'rY)dthc yYfndow _ fT- ;4.000 (10)_� 04.1500 (11)�'� 99.000 (11) Heights 60.0 a4 (10) 72.000 ( 26.000 (2) - 120.00 104.00 -1045-0 104.00 'I .101,00 101,00 81,50 31'60 -6i.50 1.50 5 5 9 0 25 (31 .56.90 58.40 -50.80 R, .80 38.375 (2) .81.40 81.40 -6 j 9.20 69.20 -48,00 - 60.00 -60.30 60.30 � -50. i . i7D00 (4)_.1 10 50.10 -46,50 48.50 -� - 3 40.00 .39,10 4.00 43.00 -40.00 0 _- - 39.10 -38.60 38.60 -38.90 38.90 i I - 3, 1,6 0 34.60 _ f I 6 a.o00(4 0.00 x.00 38.30 38.50 J7,T0� 37 ^ 70 ~1 -38.30 36.30 -34.07 14 00 Numbers above for 810 strews or 3i16 T4pcons. Voter 2 anchors 4" spirt, 4 from each side of meeting rail are regu!red. (Total of 4 anchors at each Meet, Rai!) Max.. spacing at head 3. silt at vent = 16.000 Max - spacing at Jarnbs FTL -1535 3/15' ANNEALED GLASS FTL -1520 114" 'TEMPERED GLASS (7) 74.000 (7) NOT F LA/P- C ; OW Window Widths 84.000 (7) 99.000 (71 Window I ---- sights r 60.000 (6) 3 72.000 <6.000 (2) - 50,30 I •51.70 51. 1111 .120.00 104. 4 00 I - 104.96 1 .00 I - 131.00 1 01.00 -81.60 01.80 L J-62.50 62.50 -60,10 .0 - i6 - ,375 (2) 81.40 881 -69.20 59.20 65.00 68.00 r 11.1 43.00 63.000 (3) 50.620(2) 58.90 58.90 I •50.80 50.10 f 5010 50.10 -46_ 46.50 i - - - -- __- 1E.00 -39.10 39.10 .311.60 37.60` 39.9 -4) 0 38.90 .0450 34. 34.000 (3) I 10.00 40,00 ) -38,00 38,307- •37.70 - 37.70 - 38.30 +- 36.30 • 0 31.00 Numbers above foe 012 screws of 114' Tapcons Note: 1 anchor 4.75D oat each side of meeting rail are •,quirnd. (Total of 2 anchors at each Meet. R.11) ° Max. spacing at head & sin at vent = 22,000 Max, spacing at jambs 24.000 Window Widths Wlndox r --- ) 74.000 (101 114.000 (11) g(3.000 11'1 t0.37S Heights 1 (•0.000 (10) 72.000 (10) _ -a- - 75,30 - 138,00 75.35 , -117,20 75,30 T \T1 26.000 (2) -133.00 75.30 135.60 75.30 • 35.00 - 75.30 75.30 136.00 75.30 .135.00 75.30 .135.00 -- 75.30 •11'..20 33.373 (3) .135.00 -- - I{/ / SO 825 (4) - 135.00 78.30 ( - 135.00 75.30 - 134.70 7580 ~121.10 75.70 • - 117.1.7 75.30 0 75.30 1 83.000151 - 8 15.80 75.30 .131.50 75.30 -99.70 75.30 91.60 75.30 g5 �c' -j0 64.000 (7) 113.60 75.30 -99.50 79.30 y_ -9.7.60 76.33 -80.90 75.30 1 -33 tG r�X Numbers above for 410 screws or 3118" Tapcons. Note: 2 anchors 4" apart, 4" from each 61de of meeting rail are required. (Total of 4 anchor, at al Jambs t R6( Max. spacing at head & sill at vent = 17,500 urn era Joie; 1 anchor 4.7., " o. required. ( uired. Total of 2 anchors nt oath Mra1. Ra il; i t t c Max. spacing ar head d. sill at vent = 17.• 500 Max. spacing at jarnh5 24.000 /, // / � z -.' v z rK , r g3 St i'1C'.I) 103.375 (12) 1 108.300 (12) 1 111.000 (12) 120.000 (13) .50.00 50,90 -49.50 49.50 -46.33 46.90 } .40 70 40.70 .40.20 48.20 -45.30 45.30 -43 no 41.00 f - 4.0,00 40.60 -33.00 39.80 •39.10 39.10 •]8.00 33,00 y1 •35.20 35.20 .32.40 32.40 •32.10 32.10 -31.50 31.50 I .29.50 29.50 31.00 .29.30 Anchors 6' from each corner, Max., and as follows: Max. spacing at head R silt at center fixed a '11.000 108. 375 (7) l 108.009 (7; I 111.000 (3) ) 120.000 50.90 50.90 1 -49.50 49.50 1 - 40 45.20 I .•3.70 -46.20 48.20 45.30 48.30 83.20 43.00 40.00 .30.80 39.53 JIL -39.10 39.10 P 0? 10.00 -35.20 32.80 32.4-0 -32. 32.10 32.17. I 01.50 31. 0 29.81; 23.90 -31.90 ^ 31.30 -41,50 31.6;1 . .2 "0 31 0''1 9 30 29.30 _ •31.90 31.00 31 01.60 Anchors 8" from each corner, Max., and as follows; Max. spacing at hard & sill at canto' fixed x 20.000 L 1,12) T 1 oa (12) T 4 11.000 (12) 120 •9 .95.40 `..50 75.30 92.70 15.37 = 7.70 8.70 75. 75. 37 30 -75.00 %11.10 - 75.30 j .92.60 75.30 6 _95.480 75.30 -92.60 75.30 1 1.7.70 75.30 j •75.00 9, ?.80 75.30 80.20 78,33 n 33r..1 75.0,% •75.00 75.33 + 78.30 7.5.30 j 77.40 75.30 -75.00 Anchors 8" from each corner, Max., and as fottws: Mar.. spacing at head 8. sltl at center fixed r 11.000 INDUSTRIES 71- Z// 7 2 9 1 1 r %f= .75.00 i; i s 29.3U (8) 40.70 40.00 35.20 '4 1 (121 75.30 76,0-0 6,00 75.00 70,00 75.00 ETL -1520 1(4" TEMPERED OLA5S Window Widths _ _ _ _- (101 �111 - .00 "'1 ;1 T - 120 W1nd0"+ - - - - -- llOY I 105.355 (10 '•04.300 8) - 74.640 (0} - 134.000 9) j ?6.00 (G ) t 75.30 ) Helyhts 4 50.007 1) 72,000 _�_ - . �n T 5.30 ,26.004 (2) . •135,09 75.30 - 135.0 -0� 75. -1.. 135.Q0 75.30 •135 00 75.JO�I 5 117.20 75.50 5.50 75.30 92.70 5.3.1 88 60 •76.40 7_ _ ( . 75.60 75.00 '-S -I3)-13.00 7 35.30 .135.00 75.30 - 7 -- .35.00 75,30 1 - 133.00 75.30 - 117.20 514 -95.40 T5.3U 92.66 75.36 3 .'0 0 r3E?.3') T ^� , e 70 7 15..30 •75 "S. 'JUO 3 _ 775:3 00a 0 _ `- 111.27 7 ;0 •95.40 75.30 -92.50 . 50.625 (4) - 135.0071.30 I -135.00 75.30 . 134.70 - 75.33 • ^ 75.30 99,50 T5 .3 0 61.00 75,30 413 Or 75 °0 fJ ).80 78.30 , 80.26 75.37 �.1C 7a.J0 63.000 (S) 115.90 ^ 75.30 101.6-0^ 76.30 0 J 75. ^0 97.60 75.'x 75.30 7.,.36 0 89,90 75.36 83.10 75 30 70.90 75,30 %0 7.5.3^ %5.00 75.37 1 84.003 (5) 113.50 75.30 •99.50 15..6 L� - -(- --- - r h above for 1112 screws or 1:6" Tap-cons. Anchors 6 from each corner, Mex., and as follows: '4 each side of meeting roll are r Max. slicing at head & 5111 at center rived • 23.300 I • ' , - , t t ; ( 1, , r r -, ''w L i ! A.,1 j T,.J r ( - 1'v ' L.i �' ,, � • a; : "11' � 1 3c� •. i $ -. ro. 100 rEC:allLC' CPI" r',0 901 ,... J �' C NCXGrdiS� rt. . NC':C S, Ft. 4 . 2 . IQ • • t� '0_ �� f 1 MPRQv=_' AS 0A9PLY0 I K1 ru SOU W:64. 61, CA'; �� By no , PRA. •'..:%':1rc.Dr1'sIC•' GU'i. !IG COCE 00 Or! ACCES'A.'JrE N(?•'` < T43 ' ' C.; -�i - 7 f� caca rr) x x XX 1i, (\ I i ( 3 / j (i ,' X r;'t f-✓ i 1)r T, T L -- (53 GENERAL NOTES: Numbers in j } parentheses aro quantity of anchors per s'do. Negative Design Loads based on Comparative Aralysls fps() and Glass Table AS1M 5 1303. Positive Design Loads based on Comparative Analysts (pa)) and Water Test Pressure. FTL -1535 3,119" ANNEALED GLASS W!r,dovv Wi ltha Window 42.000 (8) 50.000 f,} 53.12S (B) 4.000 (6) 0-;-0:.:(30 ( ©) M3,000 {) 48.000 ( 0 ) �Hclghts 1 37100 {8} 1 �-�- -- e r r 49.50 49.5 1 40.70 (2) - - �t9.40 49.40 40.00 40.00 105.20 104.03 40.00 90.60 �_81•FO�J01.80 62.50 2 I 57.80 S7. D 5 1.0 0 0 51 6 11 36.375 {2} 105.20 104.00 40.00 90.00 11,60 81.60 S2 0 6 2._0 _ 51.90 _49.43 76.30 7B.II0 } 72.4-0 _ 72.40 _ - 89.00 - T9.8 -62.50 62.50 �- 57.81` S E ,6 0 b� M .ca 4110 10.00 1 ( 59.10 59.10 � - 50.825 (3} 40,00 -4 1.00 42).30 • -46.60 _ -55.50 55.50 -53.30 55.30 J r t 58.10 60,10 } 54.40 5.1.43 52 -- -S2 47.10 47.10 ___i____ -4n -FD 4.` ,_ 43 P 44.50 O 43.60 4 1.10 13•'0 40.00 40.0 Numbers above for 4l0 scrc.vs or 0118' Tapccns. Anchors 6" from each corner, Mnx., and its follows, rote:2 anchors 4" apart, 4" from each slde of meeting ratl are require& crotat of 4 anchors at each Moot. Rail) Max. spacing at head & sill at vent a 16.000 Max. spacing at ;ant = 16.000 FTL -1535 3216 ANNEALP-0 GLASS (Window ' Heights 37.900 (4) 40.000 (4) 42,000 126.000 (2) .105.20 104.09 •90.00 90 431.50 33.375 (2) •105.20 104.00 .90.00 90.00 - 31 -75.30 75.50 41 72.• 72.40 i -69.80 80.80 j -62,50 83.000 (3) 4 17.10 47.10 18.60 :5.60 X59.10 59.10 - 55.50 55.50 •53 -30 53.3+; .45.04 45.70 • 53.000 (31 55.10 56.10 541 51.46 J 32.30 52.00 1 -5.'0 - Numbers above for 412 screws or 1'4" /spoons. Not 2 anchors 4.750" on each side of meeting rail aura required. (Total of 2 anchors at each Meet. fla'' e Max, Spacing at head E. sift at rcpt 22.000 Max. spacing at Jarnhs n 24.000 FTL•1535 3116` ANNEALED GLASS Window widths __ Window 28.500 f3 30.�C0 3) 72 T -- 2o.ro9 !z) 24.000 (3) - -� - - - -- -r- - -- Heights 19.125 (2) 41 40.72 40. -98.40 98.40 1 -60.00 96.00 62.50 52.50 -51.30 F. , 25,000 ( -51.30 40.00 18.375(2) -98.40 98.0 ��99.00 90.00 -62.50 62.SU ` 51.30 40.00 \ 52.50 6Z.S0 + 5 n i ?.CO ~ 4000 .74.90 ;4.90 72,40 72.40 -51.30 51.3- - - - / ( 53_000 (41 - 48.00 _4_60 - 44. 0 0.00 a: . .00 [ 57.50 55.30 ~ 43.00 53.000 (41 57.0 1 _.--1110070 41 .O0 I___. / -17.10 J 47. 63.70 40.76 cs.000 ( � -88.83 86.800 -5-4.40 y1.40 - m( tS ,, r�Fi - 1i - 4 - Umbers above for 410 screws or 3116 Tapccns. Note: Anchors 5` from each comer, Max„ and as follows: Iambs 19.000 Max. spacing at had & sill at vent a 18.000 Max. Spacing g • n t 1 FTL•1535 3,16 ANNEALED GLASS Window -- Heights l 19. ( 25.000 (2) 1.96.40 98340 38,375 (2) ` - 99.4.0 98.4-0 1 54.625 ( 1 .74.90 74.90 F- 6 3.000 (3) 1 57.50 57.50 35.50 65.50 64.000 (3) -56.5D 56.50 F . 54.43_1_ 147.10 Nunbtrs above for 912 scrowa or 11d" Tapccns. Noto: Anchors 6 from each corner, Max., and as follows: Max, spacing at hand G e''1 at vent = 16.000 NAT FOR jP.' T tv,I0Lic (4) 1 48.000 81.60 .62.50 81.60 - .82.50 Window W1,;tha (4) 1 50,000 82.50 50 52,50 52.50 57`30 4290 -5750 Window'J'/14tns __ 20.000 (2) 24.000 ;2) - 26.500 421 1 30.000 90 00 90.00 1 - 62.50 62.50 -51.30 51.30 .40.72 Max. scac -' of Inrabs = 10.000 1/ / (4) 53.125 57.60 -51.00 57.90 57.60 .2 (2) I 40.72 -50.00 90.00 -42.50 62,50 .51.70 5 1 -40 07 40.00 J -72.40 72.40 - -92.50 62.56 r -51,30 51.30 I .40.00 50 on .48.00 46,00 ' -44.60 24.56 -40.00 40.00 1 (4) i 54.030 141 - 67.000 ( 51.00 1 -49.50 49 50 .40.77 40.70 •51.00 51.00 49.40 39.40 - 40.00 -51.00 51,00 I -19.40 49.40 1 - 40,24 � - -- --• .40.00 40.00 -44,$0 44.50 I --.�t CO 4e.0. -43,90 43,60 ) -43.10 .13.10 - 40.60 40 00 Anchors 6" Iron each corner. Max., and as (allows: INDUSTRIES K i; it i Dr, *r. -� '. 5 Cstc' r: 1 / L', i V 40.00 1 CAI l„ A c=CLT.P.r,C0"1 6V LG C,7 c ,I.3t!PLlJ (.3' gr„7P1ANr Z _ F. t: A;' Sr.; R( I ( C,ia'1. PP_ ,C•1a - e1 ,ire -,'7 1} L`�t1i12 n 7 iii �/ P 2(7.f I526 I �, ���2,.r* 0 Si ', ,..?K ,i. rL 42, rC CU'_, c 34274 Ir� '-''!v:;:‘ Lie i . '`/ : , 'T 1TL -1519 DSB ANNEALED GLASS Window Widths 1Wlndow __ ___ - -- - r - 63.125 ( 54 50.00D ((% 72.010 - e) 76.509 ( ©) 1 3 0.000 ( 5) 42,Q00 (6) 1 4-8.000 (6! 50.000 (Gi ;Heights J7.Q00 (6} �- - 40.•10 46. 4-4.00 44.00 75.00 73.00 75.00 75 00 -75.00 75.00 •75.00 75, •75,00 7500 75. D0 75.00 _62,80 62.80 1 40^,00 40.00 1 K 2 128.000 ,23 - - - - - - 52 52.90 51,50 51,f,0 1 4 -4 5.70 49.70 42.80 42.8Q 38.375 (2) -2.90 72.90 - 84.20 5d 20 5A,70 SB.90 - Sd.10 54,10 J - {1 - - -- Ze.30 ?2,70 32.iQ - -31.80 31,80 46.80 46.80 - 35.30 38.31 37.4P 37.40 36,10 36,10 33.37 �b�, (J} - -81.70 61.70 •50.80 SO.flO _ - - -- - \/ 53.000( -81.80 56.80 46.8 46 E0 41,30 41.3p��30.1D 30•;0_ _28.20 ift.20 - I •26.60 7.5.60 ' •25.10 25.:0 2 >.CO 25,00 � 18,40 Zd.7D 2470 _ n • 18.1,0 27.40 27.50 •25.30 2530 -22.'0 27.70 I 1fl 70 10. 0 1S 18 1 - - -A3.20 a�.20 .37.50 37.50 -` 4 , ! - '6.000 (5} 68.00 SS.CO� - - � 1 I Numbars above for 010 screws or 3116' Tapcons. Noto: A1/C hors 4 - apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet Rail) Anchors 6' from oath corner, Max., and as fc .ows: Max. spacing at head & till al vent a 11.000 Max, spacing at iarnhs • 16.600 GENERAL NOTESr Numb rs in ( ) parentheses ate quantity of anchors per side. 14cgativo Design Loads based on Comparative Analysis (psh and Glass Table ASTht E 1200. Positive Design Loads based on Comparative Analysis (psf) and Water Test Pressure. FTL -1519 056 ANNEALED GLASS Wlndo+v Widths _j 1W (R! 1 74.500 lndow -- 1 T - 4 ?2 000 iC) T 42.000 (•1) n 5n , n n0 (4, , S3. 125 3, 90 05'7 ( 40. (a) 4A.000 ( ) -� 1 4r n f 1A.00 } 75.00 Nalghts 37.000 (4 ) ±1.00 15.00 75.00 75.07 75.00 62.60 f2.. °'i I o.4- 4. ..0 1 Q 1 26v0� (2 75.07 75.00 75.00 75.00 75.00 73.00 t 4,10 5.1 a - 12,5'1 42. - -:0 40.00 '8.375 (2) 72. °p 72.90 -64.20 64.27 59.9 59. 90 x 52, t0 62.00 1.60 u1.60 �j 4A. ?C• 3. .'0 i JJJ . _ 40 37.40 15.10 36. 1 - 3.3.30 '. =.30 32.70 12,70 31.30 31.8.0 /� k -16.90 45.80 39.30 35.3, 3 ' _ _ 15.0.625 (2) -61.70 51,70 .0.80 54.0: -- - - _ // I -4 46.00 1 41 .30 41 . - 3 - 0 -- , -- -30.10 35.10 -28.20 29.20 -26.60 26.50 •25.10 25.10 � - 25.00 23.70 24. �`•iJ '63.000 {3} -59.80 56.80 j 41 1 37.50 37.50 - - -� - 530 •22.70 22 ?0 L •19.70 4 2.70 i •1P..80 10.80 -1 °.06 10.90 k•' 76.000 (4) 56.00 56.00 i 73.20 33.20 ` - ( 77.50 27. 50 2..: 0 ` Nurnber3 above for 412 screws or 104" 7 apcons. Anchors 6'iro n each corner, Max„ and as tr'owa: 4ote:1 anchors 5.000' on each std." of mooting (all ate required. {Total of 2 anchors at eac Meet. r..;1) )' Max. epar;in9 at Jambs • 20.000 Max. spacing at head 6. s{II at vent = 24.000 FTL•1519 0513 ANNEALED GLASS _ MilndoN Widths _ - Window - - -- i n - -- G - - 41 Ld .000 4} 36,00(3 4) (3t 20.070 (3) ] 24.000 (3)_�26.'D0� (1j 3,.. 0- I ) _- _ 31. ( 1 Heights 19.125 .45.41 40.41 75.00 75 75.00 75 00 } 75.00 75.0:, j2.00 62.3: } 5820 55.20 Sa.R3 S) 83 i c�5. ✓C0 (2) � -75.)0 75.ao _ = n 49.Gn 37.10 47.10 i 45.60 4 .G7 32 .2 t / �' 90.375 (2) .71.30 T1.3•D ` -66.20 06.20 Sa.50 :x 1.50 - - 51.7 0 51.f 0 - -42.00 4.80 , 3 36.30 3'x.33 -34.00 30.50 33.97 33.90 -33.50 33.40 32,4 290 f i i 50.625 (3) 39.50 53.60 -53.20 `3.27 '.8.60 6.60 I -09.00 31 40 31.40 -27.00 27.05 25.10 25.1 0 25.30 49 00 .. 25.30 25.50 25.50 _ •1 21.10 - 75.10 �f 79 -000 (4� -5-450 7 49.70 3.20 7 10,00 np X 71.000 rS) -45.70 49.70 -35.70 45.10 -29.b0 24.60 -13.40 23.AG •10.90 19.90 • - 1 0,70 - 19 . 40 18 •: 0 NumGert above for 619 9crow5 cr 3116 Tact on5. Note: Anchors 6" from each c orrer, Mar.., and as follows: Max. spacing at head 5. s at vent = 11.000 Max. spacing at Jambs • 16.000 /1 • FTL -1319 0513 ANNEALED GLASS 'vYIndow Widths Window 30.090 (2) 32.300 (2) 34.00.0 ( 1 35.040,0 (7.) ?2' 10. 0 5. 24.000 (2) 28.500 (2) 25 Heights 0 19.125 2.30 52.1 :0 S(i.20 55.20 -50. :3 7, .! ,:::, 7 16.41 15 2, 5.000 ( 2) 75.00 75. b 1 -75.00 20 "5.00 75.06 75.00 i 75.0- 75.011 6 y f - ` i9.0o 40 0 a7.1p 4T as . GO 11 z °.0 n2 30._75 (2) 71,30 71,30 b6.20 66.20 5-1.50 5.4450 - 51 51.,.6 1 03 50.525 ; -31 .50 1.7.50 33.97 77.9 33,50 3 SO 32.20 32.90 2.) •39.67 59.60 •51.20 53.20 37.60 38. 60 3 G 36... 111 r 49.05 31.40 31.40 .27.00 27.0 ! 25.11 25.1 J -26.33 25.30 2.5_50 ?r, a t T -25.17 - 25.10 93.011 (3) •54 B0� 54,00 dA.+,J 1}a,d0 1E?,50 17.37 75.040 (4) -45.70 45.70 � 45,70- - 20.60 _28.60 •23.40 23.:0, 19.93 15.90 19 70 18.75 '.E.71� 'Numbers above for 212 straws o 1.4' T npcons, Notes Anchor: 8" from each comer, M.ox., end as folio Nn: Mar. spacing at head b sill at vent ' 2.4.000 Max. spacing at f or 1I) • 20.000 NOT F 1 `,A, PAC WS e +�.^ 117 1 (,l ,' /l! - f ' (� 'r ei r I v 1 ' 0(1;4• L 0.0 (31» i 529 1 NSKCUle 2 :f, grr,s r 3 - 1 T GENERAL NOTES: Numbers in ;) pore ^theses are quantity of anchors per side. Negative Oosllgn Loads based on Comparative Analysis (psf) r Glass 7atle ASTM c 1333. Positive 0esigr Lo ads basal an Co iparalive Analysis (psi) and Water Test PrO5s V1e, FTL•1513 31 G" ANNEALED GLASS ,Window Window W7dths H T eights 37,003 (8) 4-0.000 (5) 1 42.000 (6) 48.000 (8) 50.000 (6) 53.120 (A) j 60.000 (3) A 72,000 (10) L 74.500 (10) J 26.500 (2) - 120.00 104.00 - 120.03 103,00 i •17.0.00 104.00 1 120.03 104.30 1 .111,00 104.00 -99.40 98.40 1 .76.50 75,50 58.00 56,00 55.07 55.00 1 (2) -120.00 104.00 - 120.00 10 1 - 120,00 104.00 ' .108.40 104.00 j .101.80 171.50 -02.40 92,40 i .77.10 77.10 -53.57 53.50 I -50.00 50.00 •53.625 (3) - 120.00 104.00 .120,00 104.00 r - 108.60 104.00 -83.40 73.40 •7700 77.30 -59,33 60.30 L -58.90 58.70 -57 50 50.8' 1 -49.00 49..00 , 1 8 3.000 (4) . 107.50 134.03 •100.90 100.80 f l_ _ 9 6.90 -71.60 71.60 -5 5 40 55.40 - - 57.3r) 57.5 - 47.00 -37.10 _ 30.13 ( - 2ft_40 38_40 J 76.000 ;5) -86.50 8853 -81,30 81.08 •77.70 77.73 •58.50 65.60 1 •60.00 50.00 •57_30 52.30 - 40.50 40.57 -31.60 31.60 1 •30,70 30.70 I Numbers a bove for 010 screws or 3116" Taptons. Note: 2 anchors 4" a part, 4" from each silo of meeting rail are requ' red. (Total of 4 anchors al each Meet. Rai)} Max, spacing et head b sill at vent = 11.003 Max. sparing at jambs 2 45.000 FTL - l518 3116' ANNEALED GLASS Window Heights 37.030 (0) 4-3,000 (4) 42.000 f4) 48.000 28.000 (2) - 120.00 104 03 •120.00 104,50 - 120.00 104.00 - 120.00 38.375 (2) - 120.00 104.00 - 123.00 104.00 I - 120,00 104.00 .108.40 50.625 (3) .120.00 104.00 - 120.50 104.30 i - 108.60 104.00 63.000 (41 - 107.50 104.00 •105.90 100,80 1 -36,90 96.7'7 76.000 (31 -80.50 43.50 -81 00 81.00 , -77.75 77.70 Numbers above for 1312 screws or 1;4" Tapcons. Note: 2 anchors 4.300" on each side of moet:ng roll are rcqui: ed. (Total of 2 anchors at each Mott. Ralf) I Max. spacing at herd & sill at vent • 10.000 Max. spacing at jambs r 18.000 FTL-1513 316 ANNEALED GLASS NOT FOR f /: i 1./ v/ S' Window Widths FTL•1518 3116 ANNEALED GLASS r Indow Window W',.1th3 (4) 1 50.000 - (4) r- 03.125 (5) J 80,000 104.00 1 - 111.00 104.00 .09.40 98..43 •73.50 104.03 i 310 10.37 .92,40 02.40 1 .77,10 77,10 -83.40 83.43 i .77.3 77.993 - 63.30 67.30_1 .58.30 58.90 - 71.60 71,60 -65 43 53.43 _ -57.50 57.60 : .47.00 - 47.50 -05.60 68.50 ) -60.00 60.(`0 •52 37 52.37 - 40.50 30'911 i�f . Cidr( `si. PE {7i 11I Archers 6" from each comer, MAX., and as follows: Anchor` 6" from each corner, Max., a -4 as foifows: INDUS - TRIES (6) T 72.000 (6) T 74.500 !8) 78,50 -55.07 58.00 -55.00 55.37 - 53.52 5'3.50 •50.00 50.001 . 80 50.80 - 43910 49,90 1 - 07.10 39.14 -38.40 38. 40.50 •31.60 31.x 30.70 36.70 f Wlndow - WL14ow 14 iths Heights 19.'125 0) i 27 .030 (3) 74.000 (3) 26.500 (7) 30.300 (4) 32.000 (4S 35.000 (4) 3 0.0:10 (4'. 26.000 (2) •123.00 104.00 - 120.00 104.00 •120.00 104.00 -93.80 93.80 78 5" 78.50 0.22 70.22 i -; 3.53 63.53 53 01 50.01 3 8.3'.5 (3) t •120.00 10-4.00 120.00 1001,00 , 111.70 104.00 : .94.80 R -1.81 77.32 77.00 - -87 00 07.80 6C.0 -J 57.00 33 53 53.50 ' 50.925 (4' 120.00 9,4.`03 - 120.00 104.00 .85.40 85.40 71,70 71,71, _SS 70 59,7^ 55.23 5.3.20 43.70 53.70 50.50 50.00 63.000 ( I - 104.60 104.00 i - 1'}3.90 104,30 i .74.30 74.30 1 -59.60 59.53 l; 20 47.5(3 43.70 43,10 4 1 40 40.40 30 30 39.3 76.000 (0) 80.10 84.10 11.00 81.00 59.33 69.30 ! 4.37 54.30 I:41 5J 41.50 -39.30 ;5.80 1 -33.50 33.50 I 3 a0 31 AG I r'ur' 5ers above for 310 screws or 3 16" Tapcons, tlote; Anctlots 6" from each cornor, Max - and as fo,lo.vs: h R i ax. ?pacing at head sill at vent > 11.000 Max. sppei- at jambs . 16.003 eights 19.125 (2) 20.000 (2j 2...000 (2) 26.500 (2) 70.900 t2; 32 309 (2i . 04.000 (2: 36.7:0 42) 25.000 (2) •120.00 104,00 - 120.00 104.00 - 123.30 134.00 r -98 93 08.83 -78.50 70.50 -70.22 70.22 -53.53 53 53 - 57, .01 58.01 \ ! 38.375 (3) .120.00 10.4.00 - 120.00 104.00 •111.37 104.0.7 1 -94.00 94.50 ^ 7 7 50 77.00 - 817.80 57.50 -30.00 00 30 -53.70 53.00 j / 50.525 (4) - 123,00 101.00 . 1 20.00 104.00 -65.4.3 85.40 1 -71.77 7 .59.70 59.70 -- 93.20 5 5.20 -53.70 53.70 - 53.57 1 54.0.7 63.000 (5) 1 - 104,60 104.00 -(00.80 100.80 -74.30 74.30 -59.53 59.60 •47.92 47.80 13.73 43 77 _j - 40.4 :) 4'3.40 -37.30 39 30 75.007 (6) -84-10 84.13 .1 - 81.0 -0 81.000 f -69.30 6P 30 -54.30 84.30 •41.1,0 41 53 -38.00 3 5.90 -33,50 33.50 I .31,00 :91.70 Numbers move for 112 :crews or 114" Tn7-cora. Note, Anchors 5'• from each corner, Max., roll ai f0- f y,v 1: Max, spnclrg at head 0. Si!: at vent a 18,C400 Max. spacHg at Jambs r 15.007 0ti {2// " I - - - _ ! l• - ,t / ' . � 1 /i 041:/.1.` - 5 i .. !1- ) I , _ ..i / L 1'. C'. ( ' 1_v C I .Y 7 ,. 4 P.C. ✓,c l5 ^'; � ?L a�.i. :1275 `r✓KOI,f;‹ FL 3'274 I 1 ', , _ - 0 G p N r `cG j.•` r r,''ICE L T ■ - T ;'1 74 I 41k i 6".:•-;) 1 ./•,---, / / f jp• ______-,--- I., '',L-f. : ...): --,.: ' • 1 '..> .250 MAX. 51-i;1 SPACE 0) 7.o: c-tr 1.4:x 5E Zjw.:: 0 T 124 :j 250 ?v4■ SPAC; EEv: 7 EST REPORTS.' F F71 —1519. FTL-- 520 & F 64. DO 1,LAY. L i '•••••, L2. C,±AZitQ ()PIC _ .250 MAX, rs'KM SPAC.:E 53.37.1 0!=f_w 1 _2_....__.; / .,............._....,jj t■L__-----1 - -......, ,.. , ..4 1 :- - 7 ----, _ ---;•-," ‘,: ,...■..) i...... , f L.-----_-_-_:_:_-1 i _____ ,,,- , ---,.)-- - r i•-_-_-L-_,-_-__,•• _______••_____ .-:(;-• m,,),... f • • •m N i - rN ■ - 1 / ,--"•\. 1 ......„-1,_=_.-:,-,__,_, _____ ir, 1 1 __...., i_,.....„r —1 ---_______ / ...-- ':- 11 _, ----, i: — t.- ■ ,•-•-' /- `, F.• \., INDUSTRIES _G.LA 2 71 0 ts; / " 070 9C X 1529 i , FL 34275 's T —_—___ i r' , ./;c■ :?,,, Vr:/.:7/7----- --------7— -- , .::/s•sl!: , ' I 7,''..)* 4,',.4: YSif 757 -,5-7.7- --:.-7,:::------- ---------------------1---- . ..,---- LL L • • • 1•' L , . • L.- • - • ' 7 7 , ,n , _ • ( w J u '77 r..P.T.: C a •',.) • EL 1.7:AY:, CriDE •••••• C_71 - T1 CO CO (Jo ( ‘---< \ - ----'-- 24 .375 DAYLIGHT (_,- MAX. - 1 -- --) j 1 r....—, • 1 L. 28.815 — 711 ..".., %-,--'-,' ,-- ! I 1 ) !— ,1.-- ..-../... N. N Ii,.5, 1 : 1/ *L__5 77 , \ ....../ ..-,.. I ' 7 4, 7 7 •••■ 0 6 •(L (-; h' 7" . :?,' 1 ‘-----1 7 ...., , 1! ; I \-): , ■ J r 1 ',--- ,n 11 j - ,---- _, ---01 i" H ' , il Si, I - ■"''', a 1 i--1___ if , • -, c'r --=:=2i1L.----, 1 1 . -,,, , .--,1 1 — ------/i, 5 I I — V ___ J' -------- ---J: I .-( I ;... I -- — 3 ;. 750 DAYL.G OR5.t2 MAX. . /2 f,4YGHT 0 E — 120.000 MAX SE.CTiON C-C . I I -- ...-- - 7 . . ---. ' : ..., .: ■: ' I -----1, i I ■",„1 : I 1 . ''. , N f 1),.; I • FERF. 7 PL7- 71-70: 7 , L - I '3 5. 17 TL - 1.519. ' - & F7L 1525 fl c,-' - 1 11 :-.....1 r .::, i ..... 1 I ' : ,-!! --/ •---1 1 CE077:1' 54:0 37. 150 (4y:- T 0I MY INDUSTRIES_ 31. 7 CP1=7\ 37, ,:.• '' I I —7 , () ' — — _ ' ; ; ; • , ! ". • LI r ; • "/(/:: c. :r. : PE. 72 q 34275 '/C</1S FL .34'"; C : P,C, '2 52 ;' I • 3 , f.:!!!:, k:,.......7,■•• I I , , - ,-- , , i ,•, i - - ±;3(;12. 1:-TG; T ',.:''i'Vr: — , • -• Aa Af'PCE C ACC 7 7 (_` p- 'Er - 71 +517, F7—;5 TT1_ 512, Fri_.-1535 tt " ITEV; 4 : . 4 I 7;311'0. 7172 9y; f • r cl=t,••r 1 , a l 0 r 1 4g7. 12 14 7 ; : 4 T — 5 ,- 1 / 7 17 13 !,9 ------- T INDUSTRIES TT-", Vr7 • • "?,4")F: :,47:171 1 .54 Wit , :r;FNEer; k1.71/ 1 ,5A5:,N " sTRtP .1„,(ArN FR.A L EL:Li? c 4S Lnrk vETPL tY R, LOP RAICP 1::"L,'!DE s77,t CA) Cr.1 T()375715 . PA JZJ AJc;‘'ILAL F.0 457 FiL /4 7 (4 - 4 C LA FIX.':7i) C VENDOR VENDOR 4 L. LLV-4 EXTP'-)S.;Ctv'S ! S ° L' Pc. . viv_hi_7_.- .i.LIJ- ,z____±, L C-; EGf.7._ ( 2,0 P PRCTOTY P IT P LAST'CS .5 i_FGE!. Cr.' P . - i • . C f ;6 - --, 1 —7 / :-..r;, J 31 r--, i 1 .? C,303 0 _,— TR r) Th' i , 23 -19 - 23 T;;;LiT7-i Hi-,` c7),-', F. 2C 75 T •r L; 11„C. Tr' EPG, 9 — :?12MA G '/ 2. 1 J A X FY Pf ; A„r r 2; A I GO I - , I • • ' • ' " z_ ; ; :;513 ;-:0L. ED A t • ---.-- • - (717 Etr' xr.c I) 4, "C2 il,„4 r 4 LI:: ■Ir " t 612 2 X .--L 4/5 F( CI_ ' • Li- L - 4, . • h, L! L , f i2J 2 5 - Sou il 'A El; o_rN ir.:; {-, ..-, .',.:)1 r ," F.,......1..r..,C, C...i'.':F. CCIVF1r:.:: CI I 7 c.-.ti Ly j,:,..71!..' ''-•-"i,:;- C‘,7...,":'•'-• :,,' r : ■ 1 T. ! 4 //0 7, : .: , , i H .n.o!, 1 • , L on tiC,4-CS, 3'275 .kr,;A;ocifs, ;",_ C" , . . 35.10 .90. 70 MA 1 I.0:.%) MAX _SPA (NC )1Ax SFAC,G — C.00 — i • I — 4 Ot./0 T . . —_______- - --1- _____________- ! g ,-, r f ...' l 1 _ ' / i\ , ! / I i / H / ,...A.y. il / N „ !I / , ,• • ,iv--. / // ! -- - ,. I/ i — 573 C • '.2•C —I — 5 11 DOD MAX SPAC; I 7 . ".10 — , ,A,T* . A :..',?; . 0 Y - .' 4 c2,'",1; -- ), , r, II o i! / rt - • --A 23 7 f MAX. Si-"A":0 v?,„.. ;',,•,:::;',,::: __ -- _i [-- 5. C C. 1 ,1 • ,i,....------........-........- 11 5 LL C 5.: / I — 32. ;)3 ; 5 v — : •• J:3_ ! 2 2 6 I _ • • -, • 5 . ; X, 1 4/■.%. 5. 2 Al • " Rty , 7 !!.., ! • e=. 1;) - —.O(0 ------ -, I ,, I -L i _ __ __ ,,,/ / / .4 \ ‘,. 1 ,1 i ■ / / 1 , ,1/ I /, 7, 7 : ', , . !1 ' a: 4 . 1 1 : (, ,.//' ! 1 / / I :,,,,,,, n1.1-,:i ! LI. // / i ■L-4 ,sPA,...,n;r; 1 II \ / 'I' '::.).■/7L,i'd-■,Lit-L.—.:;:11:"':' ‘St / / ! :1!":/' 1 ” F'•! 1,.[...)‘,3,,.. 1:,■ : Tf,. ,; ( .' ,„:2,. . , ..;_' . . a,k :.... ,..,, ? ..,,,4 ,:•<,' 1, 1 11 i I r / .',:,,,! 5y. ./....-.,/ t 1:-," i 6 1 !! 5 0.:Y3 i F ,.• L ,,,. 7. /,,, f f I !--- 11—___ 1..) i■ 1, 4 i — --- 2 C 1 1 1 1 1 8 - ' /-e' INDUSTRIES !•,.: 17- \ ( ; s / C ' ! • 1 ./ i \I ,' V ,' L. V l '' ,... . 1 i R 1,,, . -/ 1 /‘ , 12 . 1 . / 1: . 1 1 (. 7 t 3 7 , ( X' - fNfL , .');';' 0 / (1,r,:- : ' C,. i t'9(: \ ; ;; ' ' tE'V 1:- ;71 'I:: ' '''''. ' '21- 7- 7:C / '..: (1) PI gi ) 1 2 , '0)?. ) T. 5 , IL 34 27 .:.; ` f/ .7,427 L :..— . , . ...../1 // .--; i' ,, / 0 / / / / ! ri';,!•/00 .,, - / ! S,..c1f: • :7 T: 1;7 -,,,,.^? .'/, 0 - T1 cc) 04.00 7,4.1e 62.50H (A2 ..75 653 .37.25 23.375 !S) 55.000 —120.00 MAX. 0 X Cr) 1,4ke. \ "7/ \ I! \ !I 1 , oirOGGrarr,Var..., NIC1=,,...,<-..C.r..■....,1rPr■rr 4 25 2,75 , • / L.. — 74.5) / 6/ X I y. INDUSTRIES ' r 2, 2.) . ; 5. 7 / !, ) (■! ,e 13y. Cc Rev: F.K I !Dr:: wr, try _ 1 Dclt R. 2/ • T ! ' • r! . r ! 7970 TEC ;- i.C I P,C) 1529 1 c- ; ! L._ • F 3 275 ?roKuu.s rt, 54274 700 PS' 4 ) 5E (75 7:;!!!!' E.) i:[.. E2T r %%7 ! ,r7L — 57 Ys ,Y ■ • !' U U 1 !, S!,:) 'It r EI:'!OL)>1.. ,t,,!:,; 01P .!;CC,!-_P7A L.!) L SECTION , (VERTICAL OR HORIZONTAL) ill ' I (VERTICAL OR H r - SECTION , (VERTICAL OR HORIZONTAL) ill 0 O N 2.016" 170 12.00•• COVERAGE 13.50" FULL PANEL STORM PANEL SCALE : 3" = 1'- 0 1 5'• 6.00" COVERAGE 7.50" HALF PANEL PRODUCT MARKING ,- PRODUCT MARKING LOCATION % / (OPTIONAL LOCATION) 0 0 N 055' 2 251" , 2.00" "U" HEADER m ." , o (T .1.00" 1B ( i 5" J07':666" ® OPTIONAL ANGLE SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN WI 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026, 96 -008 AND 96 -006R. '9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11, AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 0 0 N N' -120" TYP. 7 - - 2.000 4 - HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) ® ANGLE VARIES: 5.25" MAX. SCALE : 3" = 1'- 0" 1/4 -20 X 3/4" MIN. 1- / PUNCHED INTO ANGLE w 4 ._„. (SEE DETAILS FOR SPACING) 0 093" TYP. 1- 0 z w J J w z a Q. Q 2.00 "I Q STUDDED ANGLE SCALE : 3" = 1 0" 085" (ZAMAC 3 ALLOY) WASHERED WINGNUT SCALE . HALF SIZ FASTENER (n 12" O.C. FOR DESIGN LOADS LESS THAN OR \ EQUAL TO 100 PSF & (la 6" O.C. \ FOR DESIGN LOADS GREATER \ THAN 100 PSF 5, LESS THAN OR EQUAL TO 200 PSF. w -J m 4 I- w w vi I 1- o z w J J w z Q a OVERLAP FASTENERS TYP, (SEE NOTE # 6) - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING, (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED TOP MOUNT - ,J(PERP. TO PANEL SPAN) SECTION r- w J co Q OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED (PERP. TO PANEL SPAN) TYPICAL ELEVATION - TYPE III TOP MOUNT OR DIRECT MOUNT — ,I(PERP. TO PANEL SPAN) SECTION ` BOTTOM — TOP MOUNT SCALE: 1 -1/2" = 1' -.0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) XI > Q MOUNT E �-- 6 (TYP) (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. SECTION A WIDTH UNLIMITED J A - BOTTOM MOUNT OR DIRECT MOUNT OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II w J c0 Q Q 1- 1- w z O � N I- Cr Z 0 J J Q w z a cr w X Q E IIPERP. WIDTH UNLIMITED 1 TO PANEL SPAN - �- BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV TOP MOUNT OR DIRECT MOUNT 1 — FASTENER (@ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & pn 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR } EQUAL TO 200 PSF. 1 -1/2" _1 MIN. I� 1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILDING CODE DAT BY PRODUCT CO 1 ROL DIMS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 91 '0 ( 1 0 0 9 a Or•ing no 98-312 l rlNOTC0 Iclo Ogn Or itn•cw•d D� V1K `10 •n••1 1 of EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR "I ll ? EXISTING CONCRETE, ° HOLLOW BLOCK OR Nn O Et ' ANCHOR SCHED. BASED l''� C WOOD FRAMING. SEE ••sxxa..I • ON TYPE OF STRUCTURE--7 EMBED EXISTING CONCRETE EMBED HOLLOW BLOCK OR WOOD FRAMING. SEE ? 1n ANCHOR SCHED. BASED /p / I ON TYPE OF STRUCTURE--.. GLASS OR DOOR — EXISTING CONCRETE, HOLLOW BLOCK OR w WOOD FRAMING. SEE 1 ANCHOR SCHED, BASED ON TYPE OF STRUCTURE ANGLE TO WALL D_FT41L 0 5O CONT. (TYP. TOPE. BOTTOM -, CONT -\ SIDE FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE WALL MOUNT SECTION ? 1/4 -20 MACHINE BOLT FASTENER. SEE g, WINGNUT (a 6" O.C. ANCHOR REF. CONNECT ONLETYPE4' FOR TYPE 18. II AND �- (a 12" O.C. FOR TYPE III 3. IV NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. SCALE : 3" = 1' -0" FINISH MATERIAL AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE 4' a 1/4 -20 MACHINE BOLT L NUT @ 12" 0.C. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) SCALE : 3" = 1' -0" PANEL TO ANGLE DETAIL UCCO, w -J OD I— w w N I I— ll Z w -J J w Z 0 X 1/4 -20 MACHINE BOLT 3. NUT @ 6" O.C. FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 4' 1/4" MAX. 1/4" MAX. CLOSURE REQ'D. (SEE PLAN VIEW SEC. A /1) .130 P.S.F. (MAX. DESIGN LOAD = _100 P.S.F. ) BUILD -OUT MOUNT SECTION GLASS OR DOOR W 0] w _F SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 -20 MACHINE BOLT 8. WINGNUT p 6" O.C. FOR TYPE 1 II AND p 12" O.C. FOR TYPE III S. IV P\ );) SEE MIN. STORM I PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE 4" — WOOD FRAMING r— FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION"TYPE 3" EDGE DIST II WOOD CEILING/INSIDE MOUNT SECTION SCALE • 3" = 1 -0•' PLYWOOD AND STUCCO FINISH -•7/ 0 w 1.0 0 w E MBED I ' EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED /1 ON TYPE OF STRUCTURE—" r- PLYWOOD AND STUCCO FINISH SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 1/4" MAX. GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE N. REF. CONNECTION'TYPE 3' ©CONT. 1:' p • /\ .'EDGE DIST. . EQ.' w , L' EQ. w ,--- ,- 1/4" MAX. EXISTING STUCCO FINISH (TYP,) 1/4 -20 MACHINE BOLT 3. WINGNUT Ca@ 6" O.C. FOR TYPE I3. AND Ca 12" O.C. FOR TYPE III 3. IV EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ! = ANCHOR SCHED. BASED j / �; ON TYPE OF STRUCTURE --- I EDGE DIST.' m Y - ,' E - FASTENER.SEE w ANCHOR SCHEDULE REF. CONNECTION`TYPEg Q D USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE 13. II AND p 12•' O.C. MAX. FOR TYPE d III S. IV, BUT DO NOT EXCEED ANCHOR SCHEDULE z SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) 1/1." MAX, CONT. ()CONT. \- WOOD FRAMING (TYP.) ANGLE TO WALL DETAIL WALL MOUNT SECTION SCALE : 3" = 1' -0" w J CO Q I— w w In I H Z w - J w Z C. • X L 1/4 -20 MACHINE BOLT L WINGNUT Cn 6" O.C. FOR TYPE I L II AND Cd) 12" O.C. FOR TYPE III 8, IV PANEL TO ANGLE DETAIL 0 00 • J _.1 0 j V W O U v a 6 G cs APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BIDING CODE DATE , t r� u 19_ BY PRODUCT COrt1ROL OIV:S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. G i 5 5 all -CA w 1 -4 04.5 Z - '-... N C 0 N I• • a 0 - Fr V.J. 4NtZIV1CH PROF( SSI0NA NOIN((R FL U• • se No PE 0.1.90) ( F B 13 _l9.y �. U unsn, T' t t e .3 NO T[D la.as� o bl VJN t VP; drawing MO. 98 -312 0,1 .1 7 at SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) ' GLASS OR DOOR i N i_ E E 0 PLYWOOD AND STUCCO FINISH -- 2" x 6" P.T. WOOD / BLOCKING 1/4 -20 S.S. BOLT & WINGNUT @ 12" O.C. SCALE : 3" = V -0" MIN. 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV, STEEL z ANGLE CORNER DETAIL SCALE : 3" = 1' -0" STORM PANEL P n F- U z W - J J U.1 z X 4 CONT. Z STORM PANEL ()CONT. FOR WOOD BLOCKING USE 1/4"© S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING @ 12" O.C. TWO 1/4"' S.S. LAG SCREW @ 21." O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. @ 21." 0.C. MAX. CONT. 6" x .250" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES — GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.0 FOR TYPE I b II AND @ 12" 0.C. FOR TYPE III &IV PRODUCT RLNLwED (MAX. DESIGN LOAD s 72 PSF) ACCEPTANCE No. O` U /�� NOTE: THIS DETAIL MAY BE USED 11 AT TOP OR BOTTOM OF PANELS.EXPIRATIONDYT` - -- WALL MOUNT SECTION (BOTTOM) By PRO' ' # CONTROL DIYI$IO tJ11DLNG CODE COMPLIANCL' OFFIC.Z SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) SCALE 3" = 1' -0" O. EMBED,_ SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 ©CONT. 1/4 -20 MACHINE\ BOLT & NUT @ 12" 0.0. \ CONT. (T VP. OP & BOTTOM I \ (MAX. DESIGN LOAD s 72 PSF) SOFFIT CONNECTION DETAIL - FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION - TAPE 4' — FINISH MATERIAL STUCCO. \--EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SIDE CLOSURE REQ'D. (SEE PLAN NOTE: THIS DETAIL MAY BE USED A'T TOP OR BOTTOM OF PANELS. ALT. BUILD -OUT MOUNT SECTION SCALE :3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — WOOD ROOF TRUSS OR FRAMING MEMBER 1 —FINISH MATERIAL STUCCO. AND/OR PLYWOOD r' /1 / Y 1 J w z 4 X 4 z 1/4 -20 MACHINE BOLT WINGNUT @ 6" O.C. FOR TYPE I II AND @ 12" O.C. FOR TYPE III & IV AND /OR PLYWOOD SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) VIEW SEC. A / 1) GLASS OR DOOR USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE 18. II AND @ 12" O.C. MAX. FOR TYPE III 2. IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE —7 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) EMBED 1N FINISH MATERIAL STUCCO. / AND /OR PLYWOOD .— FASTENER. SEE / ANCHOR SCHEDULE. REF. CONNECTION 'TYPE 4' .-- 2" x 3" x 1/8" CONT. ANGLE OR / 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.0. 1/4" MAX, FINISH MATERIAL STUCCO, AND /OR PLYWOOD 0 O DIRECT MOUNT DETAIL H SCALE : 3" = 1' -0" AP ROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE (MAX. DESIGN LOAD : 72 PSKTEtf NR. 19 BY ANGLE BUILD -OUT SCALE : 3" = 1' -0" PRODUCT C. 1ROL DIY■S ON BUILDING CODE COMPLIANCE OF) ICE ACCEPTANCE NO 99- D •01 z I w� � r I F IQ� IU o 0 O I • c ocs = u U > > W 1 N w z W WZ fV Q a 0o (A C7 w ow N " u C 0 u • • 1 C C 0 N 0 x < V.J. KtK PRU /US10 U r FL Lic Pe 0516 3 Eta 99 F6 • I •c.. dr..-n b/ !design b�Icn.c.•d b4j Orwln• n.. 98 -312 . n ••1 i f • I 1 -1/2" WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR 4rrsr mm, 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION Cal 12" O.C. 2 "x2 "x.093" STUDDED ANGLE / TO 10" / 11111Wt: t PLYWOOD & STUCCO FINISH O O ANGLE BUILD -OUT SCALE 3' • t' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE --' (MAX. DESIGN LOAD t 72 PSF) L O POCKET DOOR DETAIL SCALE : 3" = 1.-0" 7 7 'EMB . f /EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE N21:1_15 THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. N —FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4• 2 "x3 "x1/8" OR2 "x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) 1/2 -13 MACHINE SCREW NUT r 1/2 "0 POWERS RAWL CALK -IN ()n 12" O.C. WI 1/2 -13 MACHINE SCREW r -1 CO H- w Li) EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 2" x 2" x .093" ALUM. STUDDED ANGLE 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/ 0 THRU BOLT TO HEADER CM 12 O.C. 1/ MAX. ( EXISTING CONCRETE. HOLLOW BLOCK OR \ WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE = (MAX. DESIGN LOAD = 72 PSF) M O "PASS THRI:• DETAIL PRODUCT NF WED ® SCALE . 3" = 1 -0" ACCEPTANCE N r � h��Ly O"L EXPIRATION D AT a \ `„� PLYWOOD FINISH MATERIAL, J a • TWO-1/ 4"0 THRU BOLTS ammo CODE covsuoct oma ALT. LEG DIRECTION PROD .IneNTROLDP115112i STUCCO AND/OR 2 "x3 "x1/4 "x0' - 6063 -T6 ALUM, ANGLE r Tw • #12 SMS 1 C I 12" O.C. SCALE : 3" 1-0" • Col 3/4" PLYWOOD z 2" x " x 1/8" CONT, o .' �I ALUM. TUBE (6063 -T6) ,fir 1/ "0 POWERS RAWL CALK -IN Cnl 5" ,s //:-- 'v X, r^ NIX 4 O.C. WITH 7/8" MIN, EMB. IN CONC. OR I / o — — HOLLOW BLOCK OR 1/4 LAG SCREW //":- —5/16" 0 POWERS RAWL CALK -IN 12" O.C. W/ 1 -1/2" MIN. EMB. ' 'EMB @ 5" O.C. W/ 1" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC / INTO CONC. OR HOLLOW BLOCK. GRAVITY G OF 0.55 OR GREATER I/ / / / ✓/ i 0 THRU BOLT (a \-- 12" O.C � 2" x 5" x 1/8" CONT. I + 1/2 " l 1/4"0 POWERS RAWL CALK -IN CI 12" O.C. 1/4 STUD (al 12" O.C. ANGLE 6061 -T6 ALUM. W/ WITH 7/B" MIN. EMB. IN CONC. OR EXISTING CONCRETE OR HOLLOW BLOCK SEE HOLLOW BLOCK OR 1/4"0 LAG SCREW ANCHOR SCHED. BASED (07 24" O.C. W/ 1 -1/2" MIN. EMB, IN WOOD. ON TYPE OF STRUCTURE WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 THREE 5/16 "0 POWERS RAWL CALK -IN Ca) 3 -1/B" O.C. W/ 1 MIN. EMBED, IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD z 72 PSF) HEADER MOUNT DETAIL BY SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 J( '-D w Z II 2" x 2" x .093" Q • STUDDED ANGLE a = X H ' Q � 1 I w IJ r - MAX. 1 /8" TILE FINISH MATERIAL i SCALE : 3" = 1' -0" I 1" x 3" I x .055" 6063 -T6 ALUM. TUBE 2" x 3" FINISH MATERIAL, STUCCO AND /OR ALUM. BEAM (SEE BEAM PLYWOOD SCHEDULE BELOW FOR BEAM DESCRIPTION b f MAX. HORIZONTAL SPANS) J w z Q X c z m H- z w J EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE BEAM SCHEDULE DESCRIPTION 2" x5" TN = .125" T f 2 .125" PANEL LENGTH 5' -0 8' -0" BEAM SPAN 9' -5' 8' -1" 2 NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) EDGE MOUNT DETAIL Q O HEADER MOUNT DETAIL SCALE : 3" = 1' -0" a -- APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_' BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO (Act FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION 'TYPE 2" 1/4" MAX. 1/2" MAX. S H- w 0 z vi W I— '•-• O o O N Ol i < U 5. w � N w I z C • d la FL Llc PE 0 I n3 VJ. KNL No ' 98 -312 .Nall l of • • . a • • • PRO, ES DON C NUR 4.1999 17/11/ t il l 740 dr awn by HC raalpn by c �•ckSd T II "» JL Pt n r•lnp ns, BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2 " x 5" Tw = .125" Tf = .125" 5 '_ 0 ., 9 . -5 ,. 8' -0" 8' -1" — EXISTING CONCRETE / OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O TRAP MOUNT DETAIL R SCALE : 3" = 1' -0" I 1" x 2" I x .055" 6063 -T6 ALUM. TUBE 2' x 2" FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD — FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION °TYPE 3' 1/4" -20 STUD & WING NUT I 6" O.C. FOR TYPE 12. II AND p 12" O.C. FOR TYPE III & IV "-- 2" x 5" MAX. x .093" STUDDED ANGLE W REF. CONNECTION 'TYPE 1'- FASTENER. SEE ANCHOR SCHEDULE \; " OR 2.i O J w Z Q X Q z SCALE : 3" = 0 w w.,_ w „2" MIN. / 1_1 1/4 " - 20 STUD E. WINGNUT, PANEL H c o PANEL TO ANGLE / / CONNECTION (nl 6" 0.C. / / 2" x 5" MAX. x .093" / STUDDED ANGLE 1 , L 2 "x2 "x.093" STUDDED ANGLE \---1/4"0 MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2" x 2" ALUM. TUBE BUILD -OUT FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — FINISH MATERIAL STUCCO, / EDGE / AND /OR PLYWOOD DIST.' FE w / ANCH SCHEDULE NER. SEE m / ,""r I REF. CONNECTION •TYPE 3" w J ALT. TRAP MOUNT DETAIL S SCALE : 3" = w w� Z 0 < Z F. w J THREE 5/16 "0 POWERS RAWL CALK -IN @ 3 -1 /8" O.C. WI 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. 2" x 2" x .093" STUDDED ANGLE 1/4" -20 STUD & WING NUT @ IS" O.C. FOR TYPE 12, II AND @ 12" O.C. FOR TYPE III & IV - // / MB. o' I, / -� r PRODUCT RENEWED ACCEPTANCE No. O\ - O % \ LA EXPIRATION DAT, \\ /CR / BY [If PROD • OIINTTROL DIVISION BUILDING •,DECOMPL.IANCEOFFICE 2" x 2 "x .093" STUDDED ANGLE r Tw r •- TWO -1/4"0 THRU BOLTS ALT. LEG DIRECTION NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD : 72 PSF) #12 SMS (a 12" O.C. 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE T O STORM PANEL SUPPORT BEAM SCALE : 3" = 1' -0" 1 /4 "0 THRU BOLT (0 12" O.C. ANGLE TO ANGLE CONNECTION 2" x 3" 2" x 4" x 1/8" 2" x 5" 6063 -T6 ANGLE EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE • \ \ SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION 'TYPE 3' \� ,2" MIN U —ti STORM PANEL BUILD -OUT H- z —ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR T f BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) NON- STRUCTURAL EDGE DIST. J w w w ^ Z N" 0. ▪ =� co X 0 < Q ZF- • J \ \- 1/4 " -20 STUD & WING NUT (01 6" O.C. FOR TYPE I & II AND (10 12" O.C. FOR TYPE III & IV 1 2" x 2" x .093" STUD ANGLE NOTE: THIS DETAIL MAY BE USED AATPROVED TOP OR BOTTOM OF PANEL. SOUTH FLORIDA BUILDING CODE DAT m ft BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.q O1 O Dl AS COMPLYING WITH TM C 0 c i v - 0 • 0 T 0% < r` 0 a O J . LL W N N < 0 v+ Z ° Q W a 0 N � < I- L LL W R > E O n < 'C Z w r L J < L . VJ. KNtI[V1C4 PRJFESS1010.1. 61NEER FL Lic a No PE 0 I I E % 0 ` 1999 1tn•nJ awn ♦s NOTtB — I " b7lc�.�w.a e vnc vm Or Jiving n•. 98 -312 •n..1 S of 1 , ,, ,., 10 - 3 - 3 3 80.0 5 - 0 -- - - 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -5/8 9 -11 3 3 90.0 - 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 - 7 - -- 4 _ 0 - 3 - - - -- - - - -- -- - - - 2 -5/8 1 -1/8 100.0 7 - 4 2 -5/8 1 -7/8 9- 1 3 3 -- 110.0 5- 10 7 - 6 2 -5/B 1 -1/2 8 -8 3 3 120.0 4 - 0 2 -5/8 1 -1/8 '7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 . 6- 7 4- 7 6- 1 140.0 5 -3 150.0 4- 10 6- 5 4 - 3 5- 11 160.0 4- 7 6- 2 4- 0 5- 9 4- 4 5- 10 3- 9 5- 7 170.0 180.0 4 -0 5 -6 3 -7 5 -5 190.0 3 - 10 5 - 3 3 - 5 5 - 3 200.0 3 -8 4 - 11 3 - 3 4 - 11 210.0 3 - 6 4- 9 3- 1 4- 9 4 - 6 2- 11 4 - 6 220.0 3 - 4 230.0 3 - 2 4 - 4 2- 9 4- 4 TABLE 1 - STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) 30.0 40.0 50.0 70.0 80.0 90.0 100.0 110.0 120.0 TYPE I "U" & "H" HEADERS WITH STUD SILLS @ 6" O.C. OR - F" TRACK WITH BOLTS p 6" 0 C. L MAX. (FT -IN) 12 - 0 L MAX. (FT -IN) 8 - 8 8 -6 8 - 8 B - 8 - 8 8 - 6 8 - 0 7 - 6 - 8 6 - 2 - TYPE II FOR STUDDED ANGLE MOUNTS, "F TRACK MOUNTS W/ STUDS (a 6" O.C. & DIRECT MOUNTS W/ ANCHORS pa 6" O.C. (TOP & BOTTOM) - ,k 10 - 2 9 - 5 8 - 9 8 -3 7 - 10 7 - 6 7 - 2 6 - 10 TYPE III "U" & "H" HEADERS WITH STUD SILLS (al 12" O.C. OR "F" TRACK WITH BOLTS (0 12" O.C. L MAX. (FT -IN) 8 - 8 B - 8 8 1 7 - 2 6 - 6 5 - 10 5 - 5 5 - 0 TYPE IV FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS p 12" O.C. & DIRECT MOUNTS W/ ANCHORS Cad 12" O.C. MAX. (TOP & BOTTOM) L MAX. (FT -IN) 12 - 0 11 - 6 10 - 3 9 - 4 8 - 8 8 - 1 7 - 8 7 - 3 6 - 11 6 - 7 6 - 4 TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. - A FOR TYPE I & II - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. - ++r 'or: FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (W) (PSF) 30.0 40.0 50.0 60-0 ACTUAL SHUTTER SPAN (L) (FT -IN) 5 -0 7 _ 11 - 3 1/2 12 - 0 5 -0 7 - 11- 31/2 11 - 10 5 - 0 7 - 5 -0 7 _ L. 10 - 8 MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) 2 -5/8 2 -5/8 2 -7/8 3 -1/4 2 -5/8 2 -5/8 2 -7/8 2 -3/4 2 -3/4 3 2 -5/ 2 -5/8 3 5 - 0 2 -5/8 MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 1 -1/8 1 -3/8 2 -1/4 2 -5/8 1 -1/8 1 -3/8 2 -5/8 3 3 -1/4 1 -1/B 1 -1/2 3 1 -1/4 1 -1/2 3 4 1 -5/8 PRODUCT RENEWED ACLU TANCE No.O \ - C) $ 02 FJ?IRAT1ONDAItI� /� z U� ROD (loo IHINiROL DIVISION auILDING CODE COMYLLANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT C 19 BY PRODUCT CON C OL DIVIS,ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - Q 1 QB_n4.- u ❑ 0 1 wz w Z - : 1 i g Q w 0 ow `�+H ow N' p V.J. MAZE PROFEfSiOHAL .MHEtR 0 at t_ n a F L Lic I No PE 00 .• +3 FE: 0 ]999 ►1• .a� 17, U /11 I .t.i i drown by J •. HO T t 0 r design br c.c nk.d _ v�KLJ v,K cr swing me. 98-312 01.0 • et FASTENER SPAC ANCHOR TYPE 0 O O 1/4 "m WOOD LAG SCREW W/ 1 -3/4" THREAD PENETRATION (SMEAR PARALLEL TO GRAIN) 1/4 - 0 WOOD LAG SCREW W/ 1 -3/4" THREAD PENETRATION! (SHEAR PERPENDICULAR TO GRAIN) 74- 514 1 /4"m ELCO MALE/ FEMALE "PANELMATE w/ 1-1/9 MIN. EMBEDMENT 1. 1/4 -20 MACHINE SCREW WITH NUT 1/16". BRASS WOOD BUSHING W/ 5/8" EMBED. AND 3/4" MIN. EDGE DISTANCE ING (INC LOAD (WI PSF MAX (SEE NOTE 1) 48.0 62.0 72.0 92.0 200.0 48.0 62.0 5 5 5 12 12 12 12 12 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 72.0 92.0 200.0 ANCHOR SCHEDULE HES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 314 EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) 1 CONNECTION TYPE 2 3 4 5 12 12 12 12 12 12 12 12 12 10 B 6 12 9 12 12 12 12 12 12 12 11 12 12 12 12 12 9 5 12 12 12 9 5 12 12 4 8.0 62.0 12 12 12 12 11 8 12 12 12 12 9 12 10 6 12 12 7 4 12 12 B 6 4 12 12 12 9 8 6 4 12 12 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 9 12 12 12 12 12 5 SPANS UP TO 8' -6" (SEE NOTE 1) 1 CONNECTION TYPE 2 3 5 12 12 12 12 12 12 12 5 5 5 12 7 12 12 12 12 12 12 12 12 12 11 10 9 9 12 7 12 12 12 11 11 12 12 12 12 12 12 12 6 6 6 7 S 8 8 8 6 6 6 5 3 9 '7 4 4 4 12 9 7 5 4 4 4 12 12 12 12 12 12 12 12 12 11 10 9 12 12 12 11 11 12 12 12 12 12 12 11 6 5 SPANS UP TO 12' -0' (SEE NOTE 1) 1 CONNECTION TYPE 2 3 4 5 12 12 12 12 12 12 12 6 S 6 12 12 12 11 6 6 6 5 4 12 12 12 12 S S S 6 S 4 4 4 9 12 12 12 12 10 9 9 9 5 5 5 7 6 8 8 8 6 6 6 3 /1/ // 8 5 4 4 4 4 12 12 12 12 12 12 12 12 12 12 12 12 12 10 9 9 9 9 11 11 '1 tit 11 11 U1 11 112 12 12 12 12 8 5 5 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. E EXISTING M NG CONDI7 ONS VARY. FIE E DDVR WOOD FRAMING VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS WOOD STUD SHALL BE ACCEPTA FRAMING. G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. G %I * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. PRODUCT RENEWED ACCEPTANCE N0.0 - V $ \ '' " EXPIRATION DAL \ I /09 I Zw to / PRODU ` N TROL D ON BUILDING CODE COMP1-IANCt OFF= DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE DAT B Y . �t\ 2 G� 19 / 6� 1 � __ BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO._ 1C'S'o U z N W I- F - U o o l C • N 0 2 0 w N w z O wZ Q CL QO C O W O N F- c 0 N 0 0 0 m < 0 a O • U. W N N 4 t` O P 2 a a W n a to � o 1. w' > P 0 z ° w ,n Y o 0 J < 4 V FL Llc PE .0 0 VJ. KNe2[ H PROFUSION OK ER • No .S 98-312 •n•.t7of• J999 ' A l HOTtOJL =n PM cJ a:a9; 0y-11:71,:«.a 4 VA Y or•..ing no ANCHOR NOTES: . SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.S5 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. PRODUCT RENEWED ACCEPTANCE NO. 0 - LA • 0 2, EXTTfiTION DAII 11 /(.) / Z UUCP BY ,6(.-- ,,,RD NTROL DIVISION t33J11DING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORID. BUILDING CODE DAT ' Q • 19 BY PRODUCT C "ROL DIV!S,ON BUILDING CODE COMPLIANCE OFFICE 4CCEP1ANCE NO Ci4 •Q2 � W N Zd > <0 C7 w 0 111 N N C 0 i 4 • FL Lic•n PE 0010 siezmiiir V.). KN(IIVICH PROFESSIONAL ENG 0' 98-312 R i ASSOCIATES. ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w C7 Z = N U 55�2 iil N ANCHOR TYPE MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE . LOAD (W) MAX. SF (SEE NOTE 1) SPANS UP TO 5' -0•• (SEE NOTE 1) SPANS UP TO 8' - 6•' (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0.. (SEE NOTE 1)1 SPANS UP TO 8._6" (SEE NOTE 1) SPANS UP TO 12' -0.. (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 E. .11111111111I11I1111111II W1'E> 1/4 "0 ITW TAPCON W/ 1 -1/ MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 4 8,0 6 2.0 12 12 12 122 12 10 12 (2 12 12 12 12 6 12 12 12 11 3 3 5 12 9 12 12 12 12 12 12 8 12 9 12 1 12 12 12 12 4 8 12 11 •.� 4 6 12 1 12 5 11 6 12 12 12 12 12 S V 3 7 12 7 72.0 12 9 9 12 12 11 3 5 11 7 11 3 5 11 6 12 11 12 12 12 12 4 8 12 9 12 3 7 12 7 92,0 200.0 12 11 5 3 7 5 12 12 11 3 5 11 6 11 3 5 11 6 12 6 10 12 12 12 3 7 12 7 12 3 7 12 7 11 6 11 3 5 11 6 11 3 5 11 6 12 3 7 12 7 12 3 7 12 7 12 3 7 12 7 1cnl . * EIU>< ,m ln 4 8.0 6 2.0 72.0 12 12 12 12 12 12 8 4 12 9 8 6 12 1 2 12 12 12 12 12 12 12 12 10 10 5 3 �/ // / 7 5 4 12 12 10 12 12 6 11 t 0 10 3 ; // • 5 4 11 10 8 5 12 12 12 12 12 12 12 12 6 8 12 12 12 11 10 3 '�% • / 6 11 8 ff '`` I� FEMALE �P W/ 1 -1/4 MIN. EMBEDMENT ,. 1/4-20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 12 12 11 12 3 6 12 5 10 5 4 10 5 12 8 9 12 12 10 /. 5 10 6 10 10 - .7, 7 5 10 5 4 10 5 10 i', 4 10 5 12 4 7 12 12 10 , ', S 10 5 5 10 5 92.0 2 0 0.0 10 j , , 4 10 5 I 10 . / 4 10 5 10 _ / 4 10 S 10 . '. 5 1O' 5 10 ' •' / 5 10 5 10 ://,• i, 5 10 5 4 8.0 12 12 12 12 12 12 12 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 8 12 12 12 62.0 72.0 12 12 12 12 12 12 12 12 12 12 12 12 7 5 B 7 12 12 12 12 12 12 5 5 7 7 12 12 11 11 12 12 12 12 12 12 12 12' 12 12 12 12 9 7 12 12 12 12 12 12 12 12 7 7 11 11 12 12 12 12 1/4"ca POWERS RAWL CALK -IN W/ 7/8" EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 92.0 12 9 9 12 12 12 5 7 12 11 12 5 7 12 11 12 12 12 12' 12 12 7 11 12 12 12 7 11 12 12 200.0 12 5 7 12 11 12 5 7 12 11 12 5 7 12 11 12 7 11 12! 12 12 7 11 12 12 12 7 11 12 12 CONCI } 0----11 -j 4 8.0 12 12 11 12 12 12 5 6 12 12 10 /, /. 4 10 7 12 12 12 12! 12 12 6 10 12 12 12 3 7 12 9 62.0 12 11 9 12 12 11 3 ,' /,. /// / ,; 5 4 4 11 9 9 11 5 5 9 9 9 jj� / /�' %; , 4 4 4 9 9 9 5 5 5 12 12 12 12 9 5 12 11 9 12! 12! 12 12 12 12 12 12 11 4 8 12 12 11 3 6 11 6 JJ 1/4 - 0 POWERS RAWL ZAMAC NAIL -IN W/ 1 -1/8° MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 72.0 12 7 7 12 12 9 9 3 3 6 6 12 11 1 6 11 11 3 3 6 6 11 11 6 6 92.0 12 4 6 12 12 200.0 9 ;,� , /,/ 4 9 5 9 ,' / , ;/,/,, 4 9 5 9 '/, f i 4 9 5 11 3 6 111 6 11 3 6 11 6 11 3 6 11 6 ®�I 1 /4•0 Oi11 "1 4 8.0 12 12 12 12 12 12 7 8 12 12 12 4 6 12 11 12 12 12 12 12 12 9 12 12 12 12 5 9 12 12 62.0 12 12 11 12 12 12 4 6 12 12 12 3 5 12 7 12 12 12 12 12 12 6 10 12 12 12 4 8 12 9 ITW RED HEAD 72.0 12 10 9 12 12 12 3 5 12 8 12 3 5 12 7 12 12 12 12 12 12 4 9 12 10 12 4 8 12 9 DYNABOLT SLEEVE ANCHOR W /1 -1 /8" MIN. EMBED. (MIN. 2.100 P.B.I. CONCRETE) 92.0 12 6 7 12 12 12 3 5 12 7 12 3 5 12 7 12 7 12 12 12 12 4 8 12 9 12 4 8 12 9 200.0 12 3 5 12 7 12 3 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 8 12 9 12 4 8 12 9 4 8.0 12 12 12 12 12 12 11 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 1l1 - l 62.0 12 12 12 12 12 12 7 8 12 12 12 5 6 12 10 12 12 12 12 12 12 8 12 12 12 12 6 11 12 12 1/4 "O POWERS RAWL 72.0 12 12 12 12 12 12 5 7 12 12 12 5 6 12 10 12 12 12 12 12 12 6 11 12 12 12 6 11 12 12 DROP -IN L 1/4 -20 SIDEWALK BOLT 13/4 - 0 HEAD) W/ 1 -1/4" MIN EMBEDMENT (MIN. 2.000 P.S.I. CONCRETE) 92.0 12 8 9 12 12 12 5 6 12 10 12 5 6 12 10 12 11 12 12 12 12 6 11 12 12 12 6 11 12 12 200.0 12 5 6 12 10 12 5 6 12 10 12 5 6 12 10 12 6 11 12 12 12 6 11 12 12 12 6 11 12 12 ANCHOR NOTES: . SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.S5 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. PRODUCT RENEWED ACCEPTANCE NO. 0 - LA • 0 2, EXTTfiTION DAII 11 /(.) / Z UUCP BY ,6(.-- ,,,RD NTROL DIVISION t33J11DING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORID. BUILDING CODE DAT ' Q • 19 BY PRODUCT C "ROL DIV!S,ON BUILDING CODE COMPLIANCE OFFICE 4CCEP1ANCE NO Ci4 •Q2 � W N Zd > <0 C7 w 0 111 N N C 0 i 4 • FL Lic•n PE 0010 siezmiiir V.). KN(IIVICH PROFESSIONAL ENG 0' 98-312 R i ASSOCIATES. LL cc z F U ANCHOR TYPE E; 1111111111ll1 T(((OUT 11l> 1/4 ITW TAPCON W/ 1 -1/4•• MIN. EMBEDMENT * SIECrt paEnunm> 1/4 ". ELCO HALE/ FEMALE ••PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT * Cj 1/4 ". POWERS RAWL CALK -IN W/ 7/8•' EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "m POWERS RAWL ZAMAC NAIL -IN W/ 1 -1/8" MIN EMBEDMENT 1/4 "m ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1 -1/8" MIN. EMBED. * Ei\1 ' 2 SCREW ROD; 1/4 -20 ITW EPCON EPDXY ANCHOR WI S.S. MACHINE SCREW W/ 2•' MIN, EMBED. LOAD (W) PSF MAX. (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) CONNECTION TYPE 5 3 • j 5 3 . r // 3 '7/ / 11 6 4 3 6 4 5 3 3 3 3 5 3 3 3 9 9 7 7 3 5 12 12 12 12 10 12 8 4 8 4 9 9 7 7 6 3 5 3 6 S 5 1 2 48.0 12 12 62.0 12 7 4 5 1 12 12 9 12 12 7 72.0 10 4 5 10 10 6 3 B 6 92.0 8 ',/% 4 8 8 6 200.0 6 '' 3 6 3 6 4 8.0 12 12 12 12 12 12 6 2.0 12 12 9 12 12 12 72.0 12 8 8 12 12 10 92.0 12 4 6 12 12 10 200.0 10 'i 4 10 5 10 48.0 12 12 10 12 12 12 62.0 12 10 8 12 12 10 72.0 12 7 7 12 12 9 92.0 12 4 5 12 12 8 200.0 8 � 4 8 4 8 48.0 12 12 8 12 12 9 62.0 12 7 6 12 12 7 72.0 10 4 5 10 10 92.0 8 "%. 4 8 B 200.0 5 // 3 5 3 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 6 5 S 4 8.0 12 12 8 12 12 8 62.0 11 6 6 11 11 6 72.0 9 4 5 9 9 5 92.0 7 /i% 4 7 7 5 200.0 5 ;,/ 3 5 3 5 4 8.0 12 12 12 12 12 12 62.0 12 12 12 12 12 12 72.0 12 12 12 12 12 12 MIN. 2' EDGE DISTANCE SPANS UP TO 8' -6" (SEE NOTE 1) CONNECTION TYPE 2 3 3 3 7 5 6 9 2.0 12 8 12 12 12 12 5 10 200.0 12 5 10 12 10 12 5 10 5 6 3 6 3 6 3 12 12 12 12 10 6 10 5 10 12 10 12 10 SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION TYPE 6 3 6 11 3 5 11 12 / . 4 8 3 5 10 12 10 SPANS UP TO 5' -0" (SEE NOTE 1) CONNEC TION TYPE 1 2 3 4 5 1 2 3 4 //' 3 6 5 12 12 12 12 3 6 3 12 9 9 12 6 3 6 3 12 6 8 12 6 //• 3 6 3 10 3 6 10 3 7 2 %, 4 7 B 12 12 1212 10 7 4 10 S 12 12 11 12 10 /, 4 10 5 12 8 9 1? 10 %,' 4 10 5 12 4 7 12 10 / //: 4 10 5 10 j 5 10 %/ 4 9 7 12 12 12 12 4 12 12 12 12 '7• 4 8 4 12 8 11 12 4 8 4 12 5 8 12 4 8 4 11 / ' 6 11 6 4 12 12 12 12 3 5 3 12 9 9 12 3 5 3 12 5 8 12 3 5 3 10 3 6 10 3 5 3 7 i;• 4 7 //. 3 6 4 12 12 12 12 3 12 8 9 12 / 3 5 . 3 12 5 8 12 //• 3 5 3 9 3 6 9 / 3 5 3 7% 4 7 6 11 12 12 12 12 12 12 12 12 5 10 12 10 12 12 12 12 12 12 5 10 12 10 12 12 12 12 12 12 12 5 10 12 10 12 8 12 12 12 12 10 12 10 12 12 MIN. 3" EDGE DISTANCE 5 1 2 3 12 12 4 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 12 9 2 5 9 12 8 4 8 10 7 ,/; 4 7 12 12 3 6 12 12 10 5 10 5 10 /;' 5 10 12 12 6 9 12 12 11 3 6 11 12 11 ' 6 11 12 8 / .;i 5 B 12 7 11 1 1 / 4 7 5 10 12 5 10 12 5 10 12 5 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 5 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT O HAVE EITHER A ANCHOR PANN HEAD, TRUSSHE MAY AD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. REMOVABLE BY DESIGNATES RED WI GNUTE REMOVING NUT OR MACHINE SCREW. PRODUCT RENEWED ACCEPTANCE No.C\ 005 I L A • TIONDAIL 11 10 ZC�O�o BY FRD iNTROLDIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE O DAT `v \AQ • I 19 BY . 4_ • PRODUCT CO • . OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO qq - OZD_6&D I I Z N w ~ Q V 0 U 0 0 O I I <� .0 i I u U > w N 1 w V Z I OW I w Z !z a. IJ CC C0 0 Q I(D W o w IN � dal , o O m M � < 0 0 v O In a. u, W N t • 0 ? a a. Q W M 0 N 3 o E r < t w x > < I G o A < w • T o = L J < .o = 2 • • A • vi W 4 U 0 N vl < 4 U 1J N W 2 0 P i 0 I 0 0 VJ. A KNIICyICN PBAFEt %IONA (NOIN • FL Llc•r PE 00 9 98 -312 •n••I • •.I • usI 'brown by AD NO CD I • IK Iouip� Dy ilin Di v /K V ,I ` y.vinp no Phone: (305) 552 -7504 Fax: (305) 229 -8068 paAo�JddV � Z nl i dOb.: S.3NMO NO 30N3:i 117 V NUM 30V1d31:1 LSnA 1..`3NMO `11VM /30N33 3A01/ S:iO2H013N 3l 313VSlhllO GNV ( - NIA) HOtH It7 :30N33 03E1fO3 S?.LVO ONlh0O1 /ONLSO10 :$L 1004 Property Address: .3 3 /V /0/ 5t "3 1 Jt.l ✓'''ff 5 / Legal Description: I LOT g c2_ . , c , _LIJQ.f)T_ - f}LP- a LoT 7 BLOCK: SUBDIVISION - 44/9723.1_ .■ -5 5 •`C /'7494 °/ ✓4, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 19 AT PAGE 70 _ _ _ COUNTY, FLORIDA. = CENTER LINE A = PROPERTY LINE WA( = RIGHT OF WAY C.L.F = CHAIN LINK FENCE W F. WOODEN FENCE RES. = RESIDENCE VISUAL ENCROACHMENTS NOTED 04'5_6.6 1 / BASED ON 1 HE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY REVISED ON 7 - THE HEREIN DESCRIBED PROPERTY IS SITUADED WITHIN. ZONE X BASE FLOOD ELEV. l/A COMMUNITY NUMBER: /- 652 FANEL NUMBER O �� SUFFIX LEGAL NOTES THIS SURVEY DOES NOT REFLECT OR DETERMINED OWNERSHIP EXAMINA- TION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY, THIS SURVEY I`: SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRI RESERVATIONS OR EASEMENTS OF RECORDS LEGAL DESCRIPTION PROVIDED BY CLIENT THE LIABILITY OF THIS SURVEY IS LIMITED TO THE COST OF THE SURVEY, UNDER- GROUND ENCROACHMENTS, IF ANY ARE NOT SHOWN THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND OR FOUNDATIONS AND /OR UNDER- GROUND IMPROVEMENTS OF ANY NATURE IF SHOWN BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN IF SHOWN ELEVATIONS ARE REFERRED TO N.C.V.D OF 1929 THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1: 10000 LEGEND AND'ABBREVIATIRNS ELR = FOUND IRON PIPE S.R.B. = SET RE -BAR C.B. = CHORD BEARING MEAS. = MEASURED S /N &D = SET NAIL & DISK CL CLEAR This survey is valid for Mortgages only. Professional Land Surveyor & Mapper D Jl 6 -} D 11 I I OF THE PUBLIC RECORDS OF ,v io/ " snzc r 20 14s , 'rJa „ it 4 -5 lJ A L T LS LLE Y L J ' OQD) j f{,6 S .r} fcE SS DATE OF FILL D WORK REVISED ON REVISED ON r , ARTURO R.TOIRAC P.L.S.M. 3102 / Sri-/ =j9 SKETCH OF SURVEY (Uoundaiy Survey) SCALE 1" -2 THIS CERTIFIES THAT l HIS SURVEY OF THE PROPERTY DESCRIVED HERE ON WAS MADE UNDER MY SUPERVISION AND THE SAME MEETS THE MINIMUM TECHNICAL STANDARDS SET FORT H BY THE FLORIDA BOARD OF LAND NO1 VALID WITHOUT THE SIGNATURE AND THE ORIGINAL EMBOSED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ENC. = ENCROACHMENT = CONCRETE BLOCK STRUCTURE CONC. = CONCRETE = DIAMETER D.M.E. = DRAINAGE MAINT EASTMENT S.I.P = SET IRON PIPE I 14317 S.W. 45 Terr. Miami, Florida 331 To / ,c /2/40 r Ai,a y 0J. - 30 -02 CERTIFIED TO: Zaq z ¢5 7� , 4_ 7Ta k��4 y L 6 T {lJ/V _7:), ..o:1 ix-I 6AV r , .' )! tiC:, _17`, SU�l'eS - & ' t f/A ' «lt, ` •,.. -, , f' r� ;�f�:r 1 A/C = AIR CONDITIONED UNI1 REC = RECORDED F/N & D= FOUND NAIL & DISC U/L = UTILITY EASTMENT MAINT MAINTENANCE M = MONUMENT LINE ONS: . C.L.F.= Chain Link Fence. Pipe. W /M= Water Meter. Hole. C /L= Center Line. & Disc. CONC.= Concrete. Pole. W.F. = Wood Fence. Hydrant. ENC.= Encroach. pole. M /L= Monument Line. rty Line. (M)= Measure. rete Pole. (R)= Record. ncrete block & Stucco. BD THE N.F.I.P. THE SUBJECT \L.i S WITHIN FLOOD ZONE ': SURVEYOR'S NOTES: 50' // 59' /0 SO' 50' 9 SO' 50' 6 S0' 50' S 50 is A G(-4.Y 50 /V /6 /3 Z r "AN L 0 CATI O N MPP NE NE GUNTER GROUP, INC. LAND SURVEYING - LAND PLANNING 9350 S.W. 22ND TERRACE MIAMI, FL 33165 PH. (305) 220-0073 FAX (305) 220-3770 - 101 th. _ ST LEGAL DESCRIPTION: Lot 8 and the West AMENDED PLAT OF NO. 1 ", according to recorded in Plat Book the Public Records of 100 ST N . T . S . PROPERTY ADDRESS: 334 N.E. 101st Street, Miami Shores, Fl. 33138. of Lot 7, Block 39, MIAMI SHORES SECTION the plat thereof, as 10, at Page 70, of Dade County, Florida. FOR: Gwendolyn Stanford & Luis Guerra. CERTIFY TO: Gwendolyn S tanford and Luis Guerra. WEYERHAEUSER MORTGAGE COMPANY, it's successors and /or assigns, as their interest may appear. RUSSO & BAKER, P.A. Attorneys' Title Insurance Fund, Inc. I HEREBY CERTIFY TO THE ABOVE NAMED FIRM AND /OR PERSCVS THAT THE "SKETCH OF BOUNDARY SURVEY" CF THE HEREIN DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF CUR KNOWLEDGE AND BELIEF, AS RECENTLY SURVEYED AND PLATED UNDER OUR DIREC:TIW, ALSO THAT THERE ARE NO VISIBLE ENCROACTIMENTS CTHER THAT Z }iOSE SHOWN AND MEETS THE MINIMUM TECHNICAL STANDARDS SEP FORTH BY THE FLORIDA BOARD OF PROFESSICt AL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STA'IVPES. * This is a Boundary Survey. * Legal Description was furnished by client. * Examination of the Abstract oo Title will have to be made to determine recorded instruments, if any affecting the property. * Legal Description subject to any dedication's, limitations, restrictions, reservations or easements of record. * Scale as shown. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR' BY: ROLANDO CRTI Z . PRO •KNOT LAND SLRV No. 4312 STATE OF FLOP S SEAL. 0. 10 . A w. P NE U1/ /f ///t' 04 O i th. ST 754 ay / , o s ,g ice 11+` tees' • s �7 i 0 a }_72 S 7 /07 ABBRE W . _ I Z.P.= D /H= 1 N /D= I W.P.= F /H= I M /H= P P /L= F C.P.= C.B.S. ACODRDI PROPS R'I CLOSETS BATH TUBS SHOWERS LAVA. TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNTAINS TOTAL FIXTURES n. Sketch position of building and lot lines in square (which represents an entire city block), showing on which street the building and lot faces; also show exact location of "Y" in street and position of lateral or septic tank. Show sewer and any change in direction same may make. The purpose of this plan is to have an accurate layout of all underground pipes for future references. WEST NORTH A SOUTH EAST Remarks: NORTH SOUTH 101 4) - 1. ti� `I A -244 5 -35 530 Employing Plumber ,A . ►� New A For a Dwelling c< Owner or Agent M Lot No. Address I herewith submit the following plan of plumbing for approval: Date (5'A,! ,3e ROUGH -IN INSPECTION Ground Rough -In Rain Leader A M p. M. Approved by a, i4/ )u-:s y$ e Condemned by REMARKS Plan No DIVISION OF PLUMBING INSPECTION DEPARTMENT OF PUBLIC SERVICE MIAMI, FLORIDA 'rJ r v y yN i Old ❑ Store ❑ Garage 04 rl 4- 1 � 4 t O % tit k Date Work executed by Story -j QF2.. Apartment ❑ SEWER INSPECTION A M. P. M. Approved by Condemned by REMARKS Sewer Permit No Addition ❑ WY -CI C 19 "H Remodeled Hotel ❑ Office Bldg. ❑ Address 6 1 1 0 Iy . - ut- : - i r r Builder or Contractor is , a ti A S Address 911 j j 1N1 1; :"4: J} Block No. zS q Subdivision tit, W() n `" s -. LIL r - (I'- Sewer Connections At center of St. ❑ At curb ❑ At property line ❑ Existing in alley ❑ Existing bldg. sewer ❑ To septic tank Existing bldg. drain ❑ To dry well ❑ A charge of $1.00 will be made for correcting any inaccuracies in the foregoing information. DO NOT WRITE IN SPACE BELOW. THIS IS FOR THE USE OF THE DIVISION OF PLUMBING INSPECTION ONLY. Date FINAL INSPECTION A. M P. 141. Approved by Condemned by REMARKS • THIS SPACE FOR ELEVATION SKETCH In alterations to existing work show the old work in red ink and the new in black ink. Letter each stack to correspond with the opening shown in floor plan or ground plan on opposite page. G t!� A PERSPECTIVE SKETCH WILL BE SUFFICIENT PROVIDED THE WORK CAN BE CLEARLY SHOWN THIS SPACE FOR PLAN SKETCH Show location of stacks and horizontal drains inside building, lettering each opening to correspond with the stock connections as shown on the elevation sketch on opposite page. Where ground work is concealed, draw floor plan of building showing location of walls, partitions, columns, etc., and the location of all horizontal soil and waste pipes, in reference to same. v-- io