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I- I- I- I` Co '� W I I- 0c.3 m I- w ` N A m m I� I- O t0 - ` 7- O W ' �- i tT O - A. AI- A- .P.. A A`a 1 , U` U- -Iv, U1 IU' U i UI- U Cl''' 7 N U 7 U co, V` J W J V 7 -Pi 7 O t0 7J,. 0) O 0 0 ! I' 40UNTINC FLOOR/CEILING MOUNTING 1 L - (It) L + (It) L - (It) I 16'-0" 1 6'- 0" 1 G'-0" 14'-10" 15'-2" 16' 0" 13'-10" 14'-2" 15'-2" 13•-1" 13.-4" 14'-3" 12' 5" 12' 6" 13, 7" 11'-10' 12' 1" 12' 11" 11-4" 11'-7" 12' 4" Ji0'-10" 11' 1" 11"-11" ' 7. 7 O to m 7 J J J J J ,- J V O W tb tb W 7 7- 7 a U . O__ Ot Ot al co J O V J J_ co co_ co_ 7. t0_ N t0 to. A tD O_ O- O O [n tO L - U 200 t0 t0 Ul 0 DO COJ ;n O J N O 01 (0 N n VI A A U O W U 0 N N VI O -a Cn O 0 O t0 U O 'n (0 CO O Cn CO J O Ua J O 01 N 0) [n O (n N -P O U ? O O w I` O MAXIMUM SHUTTER OR "L—" (ft.) INSTALLATIONS W/ CENTERMATE ONE HV LOCK of W/ NO '_OCKINO (SEE NOTES Oa 0 III Oa M. W A Oa 0: III In QI M. O. J a i- f. a , V J I I V J_ I I W U J_ J I I J N - V 0 I I 8 O M. M N A , M. 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INSTALLATIONS W ICA NT MAT t & W/ ONE HV LOCKS OR W/ NO LOCKINC ODS (VALID FOR MOUNTING 1a1 SHEET 7) O- I- N I- I- w W (n I` I- ti FLOOR/CEILING MOUNTING OR F100R/WALL MOUNTING L+ (II) L -() 16'-0" 16'-0" CONCRETE INSTALLATIONS tD c , - ' -1' I' o ova Am0 11 00 Oo C 0 f. �0 of Z D Z r C) xm R o r. n o z n Z A O A frl f2 In Z O G U O 00 O O n O C , 'DNI '0031111 LLOZ© O a ti 7,1 N011d1JOS30 o m CO oN:v�.-.- tltlonevonenameeaemo$� II sm.mmmmm:a�� 4 DER con HEAD' aaaeea.awaMilMEE eP ^as 1111110111111111111111111 )WALL SILL a W/� 1 S 11!„ 6111111111111,911111111111-11111111 mom , WALL HE1 �ni iunw „ ., ,u,c0 0„ 1111111111111111111111111 _cans FRO 75 D _ SILL I 111111111111111111111111111, M EIN monspimmolopp 1 R N 0 O ' C 0 a A N�� ti O myrn8 Pg F,,)D EDGEDIISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY OULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 0 N I I I POURED CONCRETE & CONCRETE BLOCK MN. ED =3" FACTOR TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET THREADFORM TECHNOLOGY BLUE TAP W/ CAP MIN. SPACING = 3" NIN. SPACING = 3" MIN. SPACING = 3 1/2" MIN. SPACING = 3" I 0 0 0 0 I I i p N� ) I I I o I m POURED CONCRETE & CONCRETE BLOCK ERiv. E.D. = 3 1/2° MI6 o ?OURED CONCRETE & CONCRETE BLOCK ED.=3° 0 0 0 0.84 0.67 0"" : I I 0 0 0 f) 0 i 0 2 EADFCRM TECHNOLOGY ANCHORS am 'a.^p�AaiO�g 5 Z A 'n m 0 0 r z • I 0 n In x m 0 — � > V 0 o V LP O O O O O 1 O O O O O - O O'. 1 O !r O O .z O aTi A A A A A A A A A A A A$ A A A A A A A A A A A A A A A A WALK OVER & (T TRENCH A MOUNTING O S.D. DEIGN NEGATNE PRESSURE RATING 30 40 60 75 90 120 160 20 14 12 10 9 8 8 5 6 POURED CONCRETE N F.,N N F.;N N F.;N N N N N N N N N N N N N Ts.",N N N N N F.; N N N N N N N.N N N NIN N N 000088000080008 0 0 0 0 0 o O c o 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 _ 0 0 0 0 0 0 0 0 0 o D i 1 1 m m m m m m m m m m CO m m t0 N m CO m io m i0 m 30 m m 0 m m m N m m 0 m m m .v m 30 m .o m m m m m m 1 I 1 I 1 1 I I m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m¢ l l l l l l l l l l l l l l l i l l l m m m m m m m m m m m m OD CO CO CO m m m CO CO CO m CO m CO CO m CO m m m CO Co 1 1 1 1 1 1 1 1 1 1 III III 1 1 1 t 1 t 1 I . m m m m m m m m m m m m 0 m m m m m m m m 0 I I I I I I I II I I m m U m m m m m m m m m m m m m m m m m ORAINGUARC MOUNTING (psI -- 5.0. DESIGN NEGATIVE PRESOURE RAM5 30 40 Emu= 201 ®®®®®®LU 6.5 • m m m m m m m m U ! mO o N N N o N N N N N N N N N N N N N N N m U A w Cr U cn 6 to,wm m U m J U co m m m co U m U m m N 0 0 m m N N N N N N N 1 N I A N A to m A w L. m m m U 12 U m U U J UO3 U 03 o 0 m m N3 ZI. 1.0 N N N N 1 Iw w i N 1 1 A U l w m A w m .n m m m A m m m m T3. O I I I I w I w I m w l U m m A w m m m A m (n m U m w I N w l A m m m m m m m m m 1 I 11 1 1 1 1 1 1 1 1 I 1 1 1 I 1 I 1 1 1 1 1 I 11 I w 1 I 1,. L. n A A N V. Cl3 m J J J J J V J J V J V J J V J J J J J J J J V J V V V J J J J J J J J .. J J .! J J J J J J J J J 331 JJ ® WALL/FLOOR MOUNTING (psf AS.5. DESIGN NEGATIVE N05SURE RATING m 3-1 J J J J J 3.1 J AJ y U '^ m m J T.. U.U. u U m m J U. J J m J L J J J J J J V J V J J J J J J J J J V J V O J 1 w J A m w 't' m m U m w m VIJ ACA m m m J 01 m J JP V J J V J J J N I I m I I I J I I I J I I w J I I ..0,J I N A J w U o J A m .v( J J J J J J J V J J J J J J J w t N A I i N I 1 1 m 1 1 1 J 1 1 1 J 1 1 N J 1( m J w m m J A m m m J J J J J, ....111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 w 1 1 1 1 I I to 1 1 1 m 1 1 1 -..11 I PA 1' AI m m U. J A m m JJJ O mo 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 w 11 1+ I 1 1 m 1 V I m J A m m O m m m U U m U m m m m U. U U U m U m U. U U m m m m m O. m L. m U m m m m m m Cr. m m m m m m m m m m m m m m m m m ps m v010101. co 01 m m ent3. . CA m m m U. m U. m U m m m m (n m m m m m m m m m m m m U m U U U m U. m m m m m m I T. m A m mw A A m cn m m cn U m m A N 0, CPI m 1..31 m m m m m m U m m m U m m m m m m m m m m m m m m m 1 m I U T A w m w a A m U. m m U. m CO m m a m m m 0, m U m m m m m m U w U m m m U U m U m 90 I15 0116012051 Nm i 1 1 m l l l m l l0 L. w U l m tn I A A m m m m A m m m m cn m m U m U co m m m m m m I+ m m m 1 I LP 1 LA IA w m A Ul m m m A m m m m m m m w I I 1 w 1 I( N 1 1 I I 1 1 A 1 1 I N I I I m I I I m 1 1 w v I I w m I A A m w m m m A m m m TI 0 CC C O m m Z n = (0 z(0 m >° z 0. O tll 0 0 0 (0 D 13S-0110S SJNIOd I I, 0.0.0.0s,lso,R., il il liri 153 ;•9,. ‘T, 1. ANCHORS TO - 1/40 TAPCOI EACH SECTICN 0 EXCEPTiON: SEE 2. ANCHORS TO LAG SCREWS AS 1 f8888888888888 /ALL MOUNTINGS M, N, 0 & R JUTHERN PINE No DOUGLAS FIR I I , I ' 06,0,00000000, 1 I I I I I 1 I I 6 6 2 p OMMOMM0010)0,0,MOIMS. [ CEILING MOI FLOOR MOUI IN & . 2 W/ MIN. W/ MIN. G=0. I , ' c , cncr,,,,cn,oItcnolcpcn8 0 FLORIDA BUILDING CODE (Non Him k OLIO WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.95 (N.D.S) NUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/ G=0.50 (N.D.S.) 7. -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2' CDX PLYWOOD (1986 APA) HALL BE AS PER MOUNTING TYPE U, SHEET 17 AND SHALL CONSIST OF ,ECIFICATIONS 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF EWE ANCHOR'S MANUFACTURER. I , , „ ,,,,-.....„,„„oc,„, •- , _z I , , , 1 A r.,,, cn 0, a, K 0- H ( A " • - ' ,,,,,, 0 - , UM A.S.D. DESIGN PRESSURE RATING (of.) AND CORRESPONDIN, MAXIMUM ANCHOR SPACING (in.) SCHEDULE R GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRFsPnmninin kinl IAMPIn TVD WALL MOUNTINGS M, N, 0 & R SPRUCE PINE FIR NORTH W/ MIN. G=0.43 • III 1 I 1 1 I I I i i i , , I I (A . CO CO .0 a CEILING MOUNT T FLOOR MOUNTINGS W & X ,, , 0, m cn 0, o 1 I I I 1 6 A 6 o, 0, 0, 1 I I I I I ,..,, nn, 1 nn, o, c,, a, 8 C TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. St, 305, VAGINA Ot.NDIENS, FLORIDA 3, Phone (305)871-1530 . Fax (305)871-1531 e- tiltecottaol.corn EB -0006719 .• WAITER A. TiLLIT Jr. P.E. FLORIDA Lit. # 44167 1 1 1 1 , • . , , . . , t °Immo _ M t- .,,:;1 _1 _ WALL MOUNTINGS M, N, 0 & R SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 I 1 W BLADE WC • SEE LIMITATIONS OF USE FOR BLADE @I',) ON SLIM 19 )HORS REQUIREMENTS: V 10 IIIIIIIm1Iowo,8 g 1 III 1 1 u. Co co — p 7f. 0, I I ocr,cno,mcncncncr,(8 n• 4- ,4,..r., ,n, o, 0, M 0, Cr, 2 E ! L CEILING MOUNT T FLOOR MOUNTINGS W & X /r, ) I, , a , 1111,,,A.a.m.. T r 1 I I I I ARS.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 g 0, Cna,Cncr,01p0,0,0,0,01L:', E 1 WALL MOUNTINGS P & Q 1/2" MIN. CDX PLYWOOD I F III II-, 1 1111111AAAAA', 1 11111110'4.4,0.i 1 11111111,(,“.1SI.R B...... _.,...., O. WALL MOUNTINGS S WV SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN '4 N N N -IN N N N IN N N N 8 5 8 R..; RI R.-; R.; R:). -,;• R.; R.; R:.) R; sl rv/ nut, 6A=l)..30 B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS S Az V S & V SPRUCE PINE SPRUCE PINE FIR NORTH FIR SOUTH W/ MINE G.=n,a. BERTHA Accordion Shut ElADE #1 W/ � WO H.V. I. 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