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Lot-k1c, I . I , . � . � I I f . I � I . . I . , 5IMP. CC PER PLAN 'Fog I I I I I � � , I . works 14 coNuAdlion with tite 1997 Uniform Building I -- "I I --- - I I = TABLE I rOR'SCW_DME I I I I -ze I . I I ., 'k 11. I "" 1; I 3- Z( VR - � - 5" "51 15EAM FIER PLAN I I I I . I � I . - __ � W. I I I " I A � . I �� 11 ': " I I � � . I � I I I I'll, . . � I I I I � - I I I Al -1-111. IF 11 I 1 I �A � 1� � --- z , , 1, � . � . 1 $ : � . .11 I I W______1 I'll I'll . . . . . . - ee, I I � I 1, � 'Ix " # I 0 4 � ,; I I I . I � . I � I I I I Wfl. ST I 1`11L I I I I Ir 'I- �. I 11, I I I "! � � - , " �, . I . � 1�1�� � , I I - 11 . I I I . . 4- FM AT 32! O/C UoN,00 I . " I. I I I . I I r . I I . � I . I 1- , , � I . �'' I I . I � . - I � I., * - 47� t I I I I 'I" I 1, �V,i" , , V . I .? t - � ( � . - 0 r-7, v5m Jov4,T I I : ., 11-8ENEW � I . I I .� ''.. 1 I � I . � . , �# I '. I �, - . . , ! I I - 7 - I I �, 1. I I � . � � � ., , I � 1. � I . * ." " "" �:, i,, ' I � 1, ., - � t; , "I . � - � "', ,� !14� � * , 7 _ 11, " , 11 I I 1� 1. t I I I " �T .) I . I D I FEATURE I I I , , .. .4 k" 12 VA."! I ?, 1j 11 1, t., o� I I I I I I I � , . . . i, � , I . . . .1 � . I I I - I I 11 I 1. � � I �� .. .0 , * 0 10 , - � � V =_ 1_1_.____ - � - . . � . . . � I . A" I , , , , I . 4 . " � I I . I � I I I I � . I t I I � � - 11"; , , ''I I I I � 1 I . I 6, # , # 1� # , I . I �! 11 � 1 114, It . .4 I . " . ,ir _ I 11. . ir I . I � I I I \, I lf,w Wail, I r Ifigher A value than SW will. I I I . - 1�#t ,410 . .. 1 I . ,� �,� MST426 STRAP WITH . I I --A -t � . � I 0 �*## � . . - - _-A - I I I I . I I I . !" , "� ,�� & 1�# 1 I :�', � . . 1 7 � 16'.111min-Arn I I . % V'. It � I I I � 11 I I ' I I � I , � � I I 'Fog sqi�*K WALjL� __; ------- I a - . � � I I I . I - * * I I I I '. , I 4, I .,,,...-- TF_N1Odx21/4"NAILS 3 : 11 1=1 *_ -` . . I I I I -1. , i v ,�k%ll 1, , . I I Ad*es -higher drag QW*. I , : - "I MIN. EACH END I I ; .-. ': .: I .A � � I � i , 0\ Continuous TOP Plate 1. , � strut I f I I _-5t-,--4EQULE 6 F I I I I I . - � � I L # I . I � .. : . ,\ � � � I 1, . - I I I 4 .. I , I I . ... I I � I . I kqyj� . 11 A . I � I 1 4 1 1 .. * - I I 11 I �� - I , V1 I 11 I . 11 I i /OZ\ . I I ft1j in, _; 1 3 1/2 Inches Thick . . No di*ragrn sticking out of the plans of the walk no furring out I I I . - I � # � I * � I I AC f I I I I _� I Zol. I- I I I idiacent wans---aves on installation costs. t . I ni . . . --- I . . ,� I , , � I . .. I 11. P I � I I 11 1. I I I . ow. I . � . . . . I I I I I IN �y , � I . a 10 I � I f - � , I A 1.3AA % _� . , I Pre -Attached Hoklowns, Assures high quality control, saves Instidlation time. It, � I �,,!` I ,�- .. ___ � , I . \1 ZY I . I , � I I It,,; IMIt , H . I 1 4 1 1 1 . . I . I I � . I " � � . I � � I - - � I "a . ' . - . . 1111=1110 � . I � & ,�r I ' I I . � I � 1-A�`t"""""""" I �, �� I I f�'.\I/v , .. � I Slotted Hot" for Fleld adiustability results in fewer problems I � H .., I I I I - - - I , - - . . . 4 I � t? I I . I , � I tj�l,-/ ym I Perpendicular Adjustments associated with misplaced anchor bolts. 11 . a I I I .-_� . . I I I e # 0 1 1 1 * � . � � \ 41 . � I I 1 4 4 � I . ,_e�f�., � . I � , � I , I . � ----%.%,; t I � I I I ,�/ 1, . ,%,I Factory Built Cuts down, time, needed to manufacture wagon site. I I I I i 11 � I !" � I . I I % t I I I . I I . � � . , � � � I I I . . � � A I � I I I � . � 4 1( . . \ Fingerprinted. I Consistent quality and performance. I . I I I I : � I I , I / ; 1-\ . I � I . I . I I � j I I I I . I I � � . I . I � . , P05T PER PLAN I I - --- � I ,� I I 1W I I I \ I . High Quality Materials I I . I 1 4 � .1 I I � I . I I --ws 1 , - I I I � . 4, t � . 44, v I I - - 11 . I I . � . - � ! , - I I , - . *I . I I : - I � I . I t . I . \ 1.� ' % 4 ". 4 � *, 0 _ �. v , ,4 --- - t I . '.1" a�t, , 1. _ ,,�� , 4, 1 1 ? 11 %, � 'I,' #. I # . �: . I - I �. - 14w � AllawWor kess , 4 afill", ,�v %, : ., I I 't, 41,4A , . � I I . 1.1, 1:41 . I � � - . I � .1 � . 4 -1 I ,W - A .�' I . I �� I I � (min.) . ...... Than 1* #-� ..,.v w�.,�kgan. use Im oKpeWve wood wdil, steel -type 4sAW7intensive. � �-. - _ ., � - �A. _ - � I 1.4&., ., ) , t" *,A � � . ,_ 00it . - � I : .1 . . . � I I . '' f If there is 2-to-1 Aspect Ratio , . "I I . # � I I I I I . I . �� � I I I . . no comer . I I I I I � I , 4 I . I . I ; I I I . � .. I It . � I � . I � . I . return 1. I . , ... � template available for Anchor bolts less likely to be off layout I . � . 11 . I . r%_ I I I I . .. . I '.. I . � . � I -I'%- . . I Lqr, . I - - I - No.-ta" pl� I I I ��-* � - - I _", . I � . � .. I . I . . � . 4 1. 1 2V min. . ". . . I , .... . Placement of Anchor Botts Sam time for concrete and framing contractor. I " , _.." I i '� , I @_* __ � I I J �* "' . I I 1. .. .r' � - - .-"' * . . . I ft L10. .1 . .;.. . 6, . , 4 1 I 1 14 - I , . . � � . . .. ; . Design Load Values Derived Much higher degree of -confidence in building . . * I � I . t I I I . I .--. I - - I I I . I I � I . from Cyclic Testing of performance for owner, engineer and . I I I I I � � I � " � I I . I I A- , I , Complete Wall System Insurance company. . * . I . I I . I . I � �#� I A standard Strong -Wall . % . � 6) . P - iln� I -_ __ � I I . . . . - _1�0*_"_ M---,- A� ..-,. . � - .. . - i . __11 . o. .. .-T �� . -_ . _1_. I (not just components). I I i N . I .-A IN&A .2 - 1. I I __ -.--q- - ^.,5,T - f t� .0 . . el� - - .. - _11,1�1�'- ..- 1* /-N \ , .0 4��.' j . _ .0.!q Q Patent Pending � .,. . * ''#*,- 'r I - I - � i I I I 4 __U , -.-- . - .. � . .- � � -- . I 11 ! - I - 4 - -I- I "_^!_ tz_Pvw.l�_ __ �,��.00 F I I—- I 11 . � � I I � - I- I . I . . - - I it - . . � � � � I � I � job -site built shearwalls 81minating excess shear panels can reduce water entrapment I 11 - I I ! __V._ ____._.7 1 _5 -E . _119-- I I . . - I - I- I I Higher loads than conventional Requires 30-70% less lineal footage of conventional shearwall. r'. --- I STE9VAL.L :__ - -.94 -A I .- _. -_ , I � I . I I .1 . problems associated with some stucco Installation methods. I tolmottto .. A - I \ � .. ; , __�� -, 11, :. , � I I I I . : . � I I - , _ I �, I . I . I I I I W _--� . � a .- " - MW � I � I . I . � � � I TA r- I 1 4 1 4 1 --..- � . D151-- I I - .1 I . I I � I - 4 . _G I . � . !1 . . MST STRAP WffH . �� 0" � I I ____,_._,_____ ., � � I I . . . : : ,* 1040CINAKS . � . � 4d I \\ . . I I I I I I A I .4 . . I I I I . : : . . " MIN. am � - . I 1_� --- 11 � 4 1. .. I W, MIN. HEAOER I 3/8, ANCHOR 3OLT . 1-"S- 1W A 35, FRW�NG ' . 13EAM PEP, PLAN I I . I I I J. � ,, N . . I - - 4xI U LA . . I I t I 1,;kI - - � SEE TABLE t FOR SCHEWJLE � * 0 t/ )� 11 . _*___7_,._0,3W x It' I 1 �� I . � �, I . . , \ J\ ft . . . . GLULAM BEAM, I . I I � . I . '7j--$+-. (U&No o) .. I . . I : j% . \10d NAILS ... �� - .- /- 3WX11%* I . � 1� I- : . I I r fi'�, I "\'�\ ' - 3"o.a. � I . \ i' PSA Z__Is 11 -_ : I . 1. 3 tp�LLAM or - �. I I = 1, � I a I \ ,`,:� . --.,. 1\ I 1 1 1.1, I M', - VERTICAL I - -_ �.J,� tw I I : I � 2- TYK CAL 1MGE NAILING . .___ � - ;� =21, ro.c. I . I - I , i i", -_ - I I � I ��'-,_,\ I . . TRAP WITH *. � I - ,� 11 GARAGE PORTALS . I � �_ � I 1� . �%.' HORIZONTAL I . ,\, \\ %� , 10-10d NAILS . .. it - . MWO11" I I I I to. 14 ---0,F_--, 1W'"aAP,Y-t4AVF ... IN+ v11 1 , `11 I 0 -'.'% W . .,I� - - 1'� I� , . "I " .. I , " + . � , I . . . . . . I , I I '�� %k I . ETAIL A . .... I I I 11 4, \,11.1 i� MW. EACH FEND !\ 3- 2X RIM JOI51 OR DM-Y.". . ... .... M6, 1 1 . I I � I I %t' am - - 'K 1=N-\ I 04'NAILS - . -- 'I'D" I - I � _...,....:-�:] I . � 4 f %V ""W" I Xr A/11 � 3-O.C. 11 bolts, diaphragm nailing to . � 2 1 1 1% it , '' I 7 VERTICAL . ( D, -- '4 . �j I X, I 4V in . � 4`0.c. 1 . 4 4- DOUBLE T OF PLATE . - I �. I �, I t. VV 1 . I I I el � I , � . . j6m . k . . - - - - , - -- --- --- . . . at - I I I, - I 't. �14* ., a I V - T - "I I . "'far NOfUZONTAL I I header, and.XST1 Strap ,� I I / I . I . I I*A* I � � � oa�_, I I'll, I � % , ,� � I � I . I 'T � , .� I I . � Mv I . "o-10 5- ;W PANELP SEE I I \% 1� . . SIM H 4W 1 1 1 *, * - - - . ; I N . I ,// /\ I V%M .1 : � n . 1 I , G PLAN FOR �,\ I ", _____.___ W-W I - I I \ .0. � � , - I . I IT !31MP.'ECC I I I . . � It I I '1� 159EA9�WA,LLSC14E0ULC- , . tt � .. I . , \ /,,, I % I - � � ,)N ,,- -. I!, . I I . PEP, PLAN PEP, ,�', . I , �V,Xi 4 , ,11 . I ". : . . � . j \ '* I /.,/ %, � I 1. . YIZ I I � I I FIGURE 2 1 1 � I ,,----- I 13tv'A'SIZE . . � """m I I - I � I . �. \ \ \ 1% It I . I . - 2X4 � I I . AX*��,l 1 6 . . . \ I \ \.� kq� I . . I . I... /It, . I 4 / . I � I I . I I I . a 1, I X, I wommo1w "moultAft mm"Wom MN I I �� . ,'% 11 I .*: N "I YN / j", , . f I *' I , . 6 2 -0- � - � - I .- 11. I . . I .. I 11, . \ � � il� -- I �� - .*: \ %, *,*: . I _ - I- /J_)<��4_S I L L,t _L1:_b1 k--Sl LL P05, T PER PLAN , .. I I I :: I / I.% I . � / * � � I . � I 11 . � __ - . Alt- 1�� :: * '. I.% 1/1 � I ; --- I ; � I I J I 1, I . 11 I I . . 1# : , .. /\\ f . --_Z.::,t�V1:CR See_15-W*_SC1AF.Q, . A ';c , I I \ - � . I __A__� 1� . . I I I �, e; - . . . , I I 1f_-_""`%11 ,. I �, 1, 11 11 . I 1 3 ,: (M '� �. . I\ I *1 I . . . . .- _- I 11 , e I �.:,. ... I . !! , , . I - I I . K\� - �v�l��;;ilqo R_-_;w1�--r--ead�0 - CO., _(�I. t4. 0,) 1� � . 2 I ,� in. , I / � , : .. - �� 1 _7\ 1 , I I I I . 11 - . I � . I I I . � ".: I I I ,,�:J�y I I �. ..I*. I. 11 �� . � . I .. . i�_r_� �0�r, TjE�7� 1.� I . t" . 4 � I ,* . *1 � . .. ,.. ... � 4 . : I I - � - - 11 _ I , . -* . �" I . 4� % , .. ..� ; _1_1 � I . � , 2r Garage Portal , � 4,1" ttL�" .. " ."t I . -_ -0--- --0;c--(U-f4,0.) � . . . I I , * - I 22:3-KOW . � I I . �. I . .. Ck"Q -1 I # � % � . , .,� . * - --- /45111Z�W.- - - I I 1, � 1, . . ."i",* . � .,.. � .* 11 . .: 1. � WXL L - I - 4 1� I - . .. .1 .�.- , * �- Ott. . - - I I I I , I . .. . I '.. . fi: .. . '' I ! ill" , '10! 1 L;45 . : I - : . . I . _ �w . 'T I I (outside view) .�.. 1. - 1% . . ,; It * - I ..,.. - or. �, -, * . 111".. . __:.,. I 6Z.wA -r,0-Pl;A'Te � L%j - . I Outside gara . I 1, : I 4; .*.. � . .. . 0. 1. i I !7, . Nm____ 11'1� ... 0 . _".. A I I 90 4 591, � � I . . I - I (Inin. ... .... , I , I . . � - I comer requires J � � I i � :. I . I -� �, . loftlot, <4 I � I I I a minimum of -- "I 2r Gars" Ported ... Outside garage comer . � . . ovoX 4ttt if - , -1 . I "I 'I' ir Garage Ported , I z - _______w lo__111� � I I I 1IN'doncrete to � (Insift view) 11 requires a minimum of I . I I , I I . . . � � � I Is" Garage Portal 1 'A" Concrete to the . (Inside view) I , , J,A, / 1?0 - . .. 1, I I � � � 1 . I I the edge of the (outside view) edge of the Strong -Wall � � I � I I I I I . I I I * - I � � � I ?>r--A ST cow N 1h. : 0 1 - r �, I Str*ngW&1I I 6 . I n, I I I � L , I I $ I . I ,_ U___ � I I I I , '_ I I I I I I , , � I . .1 . � I . I il National Toll Free Number: 1-800-999-5099 .,*Copyright 190 &"son Strong -Tie Co., Inc. fo(m.F-STR0NGWALL311/98exP1V99 � I I I � ,,,I . . -1 I r t I ,� 1, � �� � I I !, I . I I , . 11� I - I I � I 11 . . -_ I'll 11 I �� I I . I � ., 11 �,,'- �', I I . . _ - - 'T � � . I Web Site: httD://Stroncitie.com �, . I �� I I _ _ , , SH - 1EA11F � - � . . ,>1 I I . � I I . � . I I � - It, *_ I � � . � I I � I . I b_t I A I ��,� I . . � j I I � I . ., . : -r- � -I �J&T-. /0,-"'% ----------------- � 11. I i , - , I . I I I I � , I Q�� - - . - I I a I I � I I � L I I I I � 11111�111 I I I I , I . I I I - I I, . I � I . - I- . . I , . I . . � I "�, __ � , Vft ffoLbiawws � I I I . T � � . ! I HDA/HjW , I I I . ,� I . .1 9 "I I - I .�. I I I . I I . . I I ,,_,: . . � 0 1 ! rll� _ - I I I I t __ . I I... , 11 --- 1, 1. � I I . I 11 --- , � �111 --- � . I � . � '. I . " � I - - . I - ;;j"1z"� - . I I protitict Illilstrations. I i I . I �, I I .-I� ,;� . �, So 11 . �t I . . 11� I I �� 1. I - � ,a page 1 5 for additiona . . I � I . . ", - . �, � . I � . �� I I I .� -�-,' - , 4� . - A e�, ,% Holdowns are used to transfer ilensifon l6ds between floors, to tie pu1ins I . � I I I j k . W . ' . I I- I- I � . I , , �' .- I I � I I I . � *" � to masonry or concriote, etc. Use HDAs and HDs for overturn requirements � SHLAR PA14U . I � ", � I � � I ,'' I I I . I lz�l () A , I 1� . � I � P" SCHEM" I I I I - STANDARD WALL DATA I I I e . and other applications to transfer tension loads, All HDAs and the HDI 5 are I I . I ! . I �, I - 11��_,�, I I � , � � � � I .i jt�:�,t . ". J'. . . reqk*ed minimum 7 bolt diameter spacing from - . A I I � I I 11 I I , I I I I I , . se#-#gging, ensurino Code- � � � I I I I I - � I I , ,r-, 0-1 . 1, . ' . 4* CONC. SLM W/6X8 I'll � I I !,,� I I �'. ()4z"- �' , the en&ot the wood Member. I I aj N ^ 1 1 G.;. *UP SCREM . 1 %45 1, , � . ' Number of Number of Holdown Allowable Drift at Allowable Assembled I I I � . , �i - "I '. � 4 � 1�. I I �, L 5 . 0 Sn= A$WA all 140.6 /NO�6 OW I I I � ,f� , � *i " . I I � ��t_ . I ., 7., � I I , Allowable Shear V � wan � - _., I ..'�t. 1. A!s seat desV allows greater installation 1/z 11 c D X , . I Model W H T ' Mvftffl Awhor Show V I .., � -,`$�%. 1 .. I HD6A, HD8A. HD10A and H014 , G a 11 0A.- %_ . . V I I I ": " Fasteners In I . 11 .., I - � I I . lev I � i I "�� . Set up (14) (10) (in) �`,It, _ . - ustability. An overall width of 31/4" for the . I I I I Top of Wall Anchors; Soft '. Lod (lb mear V � Load we" I � I . ".3 adi H06 , HD8A and HD10A, and 31/2" . I **,� I - - P LYWOOD MASH aRADE . . 11 I I A . I I ) (10) I I F i%le".� 1 I . . % . V I I , �1 I (") I (ft) I I - "I. for the HD 1 4A provides an easy fit in a standard 4x wall. . I . ' . . . 11 :i I I I H j � % � . . 0 ri , - SF � . , NV ,� �;! .�� �� I . -% . ".:. � , . 5 I M P 5 - %7 � I SW24x8-4 2 1 93,v __ 3y2 I 12-SDS&6 2 STS28 ,1610 , .389 . 804 91 0`�`. , , " T . I I , 4 4 _ $ HDA SPECIAL FEATURES: � I 11 � I . I I I # I i . z Q P v-__� -, � WIUROC QU *A I - I SST828 2875 � 116 , I ,�'il , ,:. I � - , , 1 Single piece rvon-welded design results in higher Capacity. - , I I 4 - , � I �, � . 1� *,c,r ,., ."t .4 6-SDS&6. , 9:& .545 1078 � I . _ -1 I a STZ C9 I/. . 1. to - oft., I � SW32x8-4 321 93Y 3A 1 1 1 1 . . -� " . , ...7. , . �:v I " 0 " � 4 . I I � I NIT , I I , � . 1 4., , I',, 7�1, , I 't I ,eg , jtj�s tho, nqed for a seat washer. F-0 EA S I E 11 `Jt - " I . � . � I m Load Transfer Plate knin . A - I . 'I'll � -4 ,48 93Y4 3y2 I 24-SOSy,x6. 3-ye .380 1 I,.. 1�1 �; I f� � I . �.j I SW4$xO I _� I . I � ,�. "' I I 1� � I I � . 11f I I < I , I '1: , I I . �" '_ " I I I I I "!, W. "i * r �ction Problems. I 00 , � � , � 4 10 3Y2 I 12.SDSM� 2-ya SSTS28 1595 .396 793 101 . I H 1 � 911, , Fewe in*x . , I _ I L__ 4 , to 10aftem 1;� I SW2464 _L I I � I , - _ � �, , A,TERIAL: see table I . 2E __� 11111F_ I I , F _� ... M � . . P o tg I :i A . I � 5� . 1-45 a I & WT. TYP I 4 . . SW32x9-4 3y I 16-SOS2?6 _ 2:h SST'828 2600 .427 976 128 1 1 � (A�. > t_ I I ,<.. '� '. . 2 _ I I I I : 7_!��r � ?i FIN'SH�-t4Hff�t 'A -galvanized. HD8A may be ordered HDG; . � I -SDS26 � , 21 SST1328 4370 .439 1 1093 ' 165 - i �, k.,:_ � ;,ii-,. �, I I , k to �6A, 8A and joA I ;1 I � - I GAU 8E.AA'G. WS tXCr I . I '� SW48x9-4 48 . 1 O�/4 3y2 1 24 _ . - z" . . etory. H014A, HD15 and HD20A-Simpson gray. paint *00 A I ��' I I -I"''. � .,�i k I It I � 4 44 AS N= OTHER"St 1-- I I , 1;: � <��, F �6 W1, I ,� I I , '(1 I �, SW32x10 - tii I 1,I 7y4 3y2 16-SDS,Yp�fl 1 2-% ISSTS281 2460 .453 V4;3 1 134 � . � � all specified fasteners. See General Notes. -1 4 * - ,&,%� 'I, I � I -1;t, -A- ,%' 1. I I . INSTALLATION: a Use � - - 40066N !, I I , I I � 0± 7,Y4 , 3yz 24-S0Sy,*x6 I 3-ys ISSTS281 4095 ' .435 1024 1 171 1 - - VVVV ? I ,�, 11C. L I a For, An improved conneCti9n, use a steel nylon locking nut or a thread 4;1 ,I I StImpsot-1 -7 4 A& i I I . I - . IF I %W * I 11 I I � I im Ir T . I , idhesive on the anchor bolt. " A ti C4 e K , A I I , , � *4 1 1 1 ! *: I . I R � I I ., I r row � I . I 1.For plywood shear panel, uW"I't" to model name (e.g. W080), and muffi* I I � I " . K I C*lt E: t>*^?-%7 . 4-- Z' � .1 . `1i , � '' � '.4 � � I I 1. ,�. - � �; I z 1� the table Waft by 0,88. , � , , 4, "' to E�61t higes shag be a minirpum of IlSe to a maximum of 111C larger I . � - . , . � , I � I I HDSA . I , I I I I , - ' ��' � - I I I I . . , ,;, -1 � I I. I I I I t I than the bolt diameter (per 1991 NDS, section 8.1.2.1.). �ft 4? 1.5ke/ ***., I I I I 2.For two -pour applications, use the SST834. � (H02A - similar) � I , � - � . I � I 31 I I � � . 1. between the base plate and anchor nut --.f,*o 116, � , . 1111 � , , I . , . a Standard washers are required \ 211 X 16 ;;�,_ I J , . I I U.S, Patent 4,666,672 1 . - - � 11 I , I I I . I � , ,. � . against the wood. The Load Transfer NAFTEKS . � 06 � . ,�, . (HD 1 5 only), and on stud bolt nuts I , I __�� 111 I - - - � � V, , � I � . I , I I � 1- I . 11 : . , � �. I . GARAGE PORTAL DATA I I Canada Patent 1=461 � . . - . . I . . . -Plate is an integral part of �the HDA Holdown and no washer is required. I 0 4 ;� i I I . .. 7 .' I I . . --- � � - - __ � - I HDIOA ,A Bearing Plate$. o�� -� � - - P. ., �G #4&%, KAG , I : �40 -_ , � , . I _BP __, I _P__ JF__Q 6 I � -TV, 4_ 4, - - � � I � I I I I (H06A, H08A, See page 19 for SP .- I -IN- 4 . I I - _ I I .____ V _. - e 4, I" - I Allowable , a See SSTB Anc6 ftfts and Additiona[Anchoriage Designs for I � : �f -*t, '' I 11 d A *. Y I I _ 1�� - 11,11- 11 - -0 �� ,�'ib I I I I I . Number of Drift 9 Allowable Assembled � I HD14A and � I I %J ff .',� ; I I I Number of Shost V � .. anchorageoptions. The design engineer may specify any aftemate I : f4T *I I : � � I , � Model W H ' T Fadeaers "Oldowo Allowable Shear wait HD20A similar) he tension load for a specific job. . �, I I I . 1 '3111 , � _( - _ - _iii:��� t I I I . - " " - I I . Muddil Load (lb) . . . � I anchorage calculated to resist t I I 11 � : 11 , Set Up (in) (in) (in) � In Top AnhdO I . Shear V Load we" � nimum distance of seven bolt , , . . . 1 43 1 ?I Anchols for Ported " a Locate on wood member to maintain a mi I W� IN" W"'I"IN111"OrW I � il I . I I � wan (lb/ft) (lbs) . I . I 1�� - Of � I "M 3 V (14) � I I . diameters from the end of the member to the, centerfine of the first bolt � I . 11 i , 1, I I 11 . ! I 1. . It . � 1 .10403 C$ 1 1 � . i 11 I . I I I I - I hole (HoAs and the H015 are self-094ng; minimum required distance I � . I Y I EQ 11 � . . , I I I I I � *�`-. I . I .!, . I I A SW16x7-4 16 78 4 S-SDS&6 2-ya STHD146W 3020 .346 1133 71 1 ,�* 1. I a I . � I � . is automatically maintained when er4of wood member is flush with . I I I I . � 100t.- , I - I 0;. I I I . 2 C A I i. : . . . I � , '' �� I I I � I I , , � , I I I SW2,2x7-4 22 78 4 12-SD626 - 2-2j SSTS28 . 4820 .369 1315 95 � . I I �11 . ., � I the bottorril of the holdoij�n). , ` I . I I . - kIL <-- 4% I � '00 , I . I I � , � � I , I ISW : SDSy4x6 � 4820 1315 117 � I I 1 I � I I * To tie double 2x members together, tj�q designer must determine the I I I I � . I ; � 0 22x7-6 22 78 - _ -Y . ; a � I I � I ,. . I . 4 , � I 10 4 , I I I . 0 L& -, . I I I 11 � I I Y I . 11 .. I # � A - �,� I I I I . Typical HD5A fasteners required to,bind members to act as one unit without splitting. . . �3 1 1.� . I.For *wood slaw parial add -P- to model name (e.g. SW24x8-4P), and multiply I �. I I I I . 1. . Holdown I 11 I I . .1 I � � I . 11 � � I A � , I . . t, � i I � IV Y S 0� I I I . . .� .� . Installation With a For hokWwns installed on the mudsi#, anchor bolt nuts shwid be . � � , . . I I I : . , & ft� ,-, I , . I I I t I i 4W _ I I I I *. I..' , . SSTB * .1 . . k..-" ri),o ta/�. I � ''I ft table W& by O.". .1 . I � 4 � I 2.For two -pour V*sbons, use to SST,834. , � . . ::.. . . . . . tw boft- finger -tight plus 1/3 to 1/g turn with a wrench, with consideration given 11 . � I . I . I . 11 . as . I . .'.:' : Washers a I -1 � , . 3. A ports! sysmn consists of 2 return waft with a header spanning ova the top and I . . ... . * *' :. I �.. .:� � re not to possible future wood shrinkage. Care should be taken to not i . I . . I I I , � 0- . . *� , . * I I I . I � I - 4 1 1 . . connected as shown. I I I I . . .. %:.., .. '�; "I. � .L . required at base. over.torque the nut, which my lead to premature anchor boft tailure. . . . I . - . . -4- ?C(,o \ I I W - 31 I I � . ... . -�-' . .&� � . .. . � I . . . , ( I . . 1 4. STMO14SW requires a minimum 12" grade beam. - . :. .I. a Stud bolts should be snugly tightened (per 1991 NDS, section 8. 1 .2.4). � ill, � I i J�L ioli I I ,., . It., z X P--. J. 1,, . � - I � 1� I 1 5. Recommended header moisture content is 16% at time of installation. I . . . .: , .- . . . I , ;,.�., : � " . I I . . si, � . .. I tt� . CODES: WCA, IC80, SBCCI Nos. 1,4ER-393, NER-469; City of L.A. Nos. , 1( I . I AZ �a 4 ., Y. � '1% � . " . . I . , I I _ ... .,�, . . _�, I I . . I " ,� � I - i I �, I - I , . il ... le. - f_ -o-A .. ,. �.. I ... I— . _.�_ I . , . .11, . I ! _ . , :7'' 11 I � . ___� Si"P-SOW COL VIASE a � � . I RR 24818 and RR 25158 (for HD2A, 5A. flA, 10A, 20A and HD15). , I .;�. 11 - N.'� I . � � / C, t3 4 a - , � I � � . I � . / � . . 1, ., � . ��11 . I . � I I . , I I . � . I . � t<i 4ift. Vz M �! � . � I . I 11 . '� ..'.... ,�� "�, " '.. �: " ` . I .1 - � �'.,. .. I I . . I t i .1 �: , 1. * I . . . I � * . .1 . ". . .. " * .., 11.1 I ;.:,. . 40 I I I - * , - ,,, .1 I I � ;, . I I I � I.. - # � I :"� _1 I I _ . . I � . _. . � � .11 I . * , � . 1 -2 STRONG -WALL CONCRETE TEMPLATE . -4 � 1. ,-.'. '. " - " � �".-.!,. � I � � . 0 110, .14 .� ,,, 4 Y 1 ., - . . :0 Am4 : . �.. , I - :: , -, . ': - �. . � � . 1. I I" � . I . � . � . � . � � I . I , � , I . I e.> �e , Modell I - - . " �i,,;�, . 1. ,on � I ' I I . ., �.. . -�. ` , .-:i ,� , ", " , - , I . I "'. 4 0" W -, - " I - - - f� _ I - -- ..:, - . -�,,! �- z, . , � . .11. 11. . -, I 0 �w Sd t< . I Length � I -- .&.w . . )* � � - ., 4 � I Corresponding ftm-Wall , - .1 ". � ..71. - .� �. .4'. .; � " __...._ - - . _,�_ -.41 ----:-.,.- I—— 1 . I I I � _,*� I ..� �Ql � .:.r., ..";, , I . , I I . , . , _ . . - � � I . � No. - I pa) I I I I Fasteners Altowable-Loadev"(133) Holdom 11 � . I .. � I fZt1,�0e�,_,',4C,7H#r.1 .�.. �. .. . � - .. .1 . , I I , , It I � I . oe . � I I 1� � I ! . I � .. %. . 0000001ow 4000401"Noso to"Mooll, 11 I 1001moomm" . lao.s.0m � loom -Now I I ! � 11 Loop of 8oft,t$.4 I . � �, ,_ . . I I . 1, - :1 . . t A43 � 1� I .16 � 1. . . � . I I . _ I 1� . . . . I I ftttm� SW1 6x7-4 ., - material . Dimensions Avg Daflection I � I . I . � .1 0 - ( SWT!,$ . Stud at Highest I �, 11. . � -� I � P Id ,� . , I I Model ,� I . . * .. . I � 11 I q W Y. ! , , . I I , . . I . - Anchor Bob Wt in verfical Wood Member Allowable . .. & , 0 , I '' � . � I I , W 11; I I SWT22 SW22x7-4 1 22 1 No. CL � - I 11 � . C I , � ; I., I . 6 W � 1. I , 11-1 I I -*".wow""~ ttot I - . I . I , I I Basa Body H13 i SO I Dia 4.9 ---! - _; 21A 3 _31,j 5% LOW � 11 I .1. . ! .r�' . . I . - 00) I .09 1.1 . 7 . Go Us 00310 I . . . & 1,' 61� � � � e) . . ;,., I I 1 11/2 I . I I � . 4::.. . .0 (Z W � � I I 47 I � - _ 1, . . I I I I I ..,: I I I I �, I I . . -- -_ -- -1 . I . � � � t,!, . 7 . I SVVT22-6 SW22x7-6 22 Oty 018,1 . , .0..'-, . ." I e� - SWT124 1 -4 SW209-41 I . 24, � - I - -_ . I . � ., 11 . . :;,�, � � '.,# . ,.' 6 't� , " 0 d, .,..� , 11, �, , I I SWT24, SW24x8 . 0. 2 % 1 2565 2775 2776 2760 0.068 1 � - I . I . I I I , ,,, I ,;= , I � I I I 1 7, 12 49/16 21,� 0/, a V11, 6 1 3/8 1,1/16 % 2150 1556 1 2055 _ _ . I . . .. I .1 . 'fk #V"* � 0 I"- " e , . HD2A I . -,-- , __ _I- � - I I � . ' � Y� * � . . wo I � 7, SW32x8-4. SW32x9-4. , 1 32 , . 6 - _,:3;9/_11_u__., T -1 - - 12485 3095 3705 4010 39W 0.067 1 . .,� � 00 I S I I . I I I., I , ,� I 1 /2 V11 s 6/g o t 3/4 2 � 3/4 20767 1870 - T __%;;C\' ^� � . . � I ",,,'-f I - I.. I I SWT32, SWT132 4m*_ HM 3 1 10 51/4 f 3 31/s VIA , ____ ______, I— - - I - -- _-, - � . � � I . I W. I � lo I o. LL � qZ4 (h � � I - _ __ � - ",____7 , I �, � � I SW32x,10-4 I � I I . ==Oft I- 5510 0.041 1 , . '. .� t I 1� . I . . . � . "I � - ' is ?/$ - - , .;, I I I - I I - I I I I � I . 2 1 7/8 27333 2275 2980 3685 4405 � I I . ;� . I � � A SW48x8-4, SW48x9-4, I H)6A 3/8 7 63/16 31/2 31/4 � I I 1/16 37/16 '/11 6 2 1 � 0 6 -- ---- ___ _W_ . I .., �. I I -1, . - . �. 7. . 11A - SWT48, SWT!48 1 48 . I mouttwoo.- __ I I I - . --- ___ - 4350 641 6466 =4M2 0.111 I I I :` � � . - . - - . � � � "_. I � ''I , I i � 8W48x10-4 .. I/ 0 1 6 _ 7910 1 I- . -- __ L------ - � - il 11 I , � I I 9_�Y�A I .. % " � - 3 ;7 63/ 140/je 311/16 /16 21As �4.oy 3 As 28667 3220 - ------ ;�_ -,-- . I . I . . I I . - � �4 " -lot- §W / 16 __�, I - I - - . I , 6 1% 31/4 , P _ � I ' -- - I . . .L7 - - I - I f - I I _� � I I I . I I I I � . I 4M ei .Cal= " � I I ___ 0 9540 00 0.269 � . . , . . . I . 1. 0 1 j I I �,��,, I . �� 19;:;��" =.wg 31/2 '3 4 1/8 28667 3W &W 6935 831 --- 1 99--l'', . : I � I � I :; , ,'� I . I . , 1/4 1 81A6 3"A6 -"/is � 1 �67/8 1, I _ __�_ _ __ . � I 't I I - . � . I - I � , , I I I.SWTI.modets am for inteftr sheartwall Apilifications. I � HD10A 3/9 1 7 63/ji; . � . . . � � � . I I � � . I � � I I . I - I I I I . I I - I I � I I I I * SWT Strong -Well Template � 4 1 138167 - - - 11080 13380 0,216 . I - . I - , ,O-N% I !ft - , ''.9, I ,_1 OZAVIA - � , I � � . 1 '3 1, 7 4 31/2 / 311/ / - ---------------- i � , , . 1-1 . I � I I HD14A % I ,� ,200,s a I % . I -L=--L--:- - I . I , . - - . . 11�1 � I . - 1�� I � . I - - , /*-) W4 -- I I I . � I �� 23/16 1 1 . \1 x.... ` ,*6. j Itt"10007 , � -.--.& 14 . I � I � � -deam . 11080 13380 0,250 1 � .� . . � ./V :, - 1w I . I I , t. , - I � i 0 F :1 1 4 � % - F 3/g 1 4 1 1 61333 __j - � - - - . , I I I . I " I *ft ,b , 11 � I I I 1. i 7 i 4 41/4 2 1 I/A I � i I - - I I . � I � I . � . I - I - - j - J- __ 'M - ''I - 15305 1, I I I . � - 1. - .. . �;.. I . � .% � I .1. � "... : ,�. � . I � 11 � . 1. . - I . - I � I I I I - I I . . I . I . , 1. .. , " : � - �' * - , ., . . . - I I I . a, I I I . . . .-,..- 4.-.' ,.1 - -I . .�. . _�; �� I'— � � I . � - I I I . . �_. = *,* r,.�__ _��, - ., _.� 4. , _;�4 , . I I � . I . . ., I 1". ��.7 1!.;.-:-.* `�_ ;�_._ ..L - -- _.. __4, 1 11: i I , . . � * I I � - 1. . . . . . , I I - ..... . ". _i ��:�;.,'.' � . I - _ � �.. . I i , . �1. � _ �. . 4 _." I I— - _:n, - I I I is updated periodically and should not be relied uponafter I December 31, 19W, contact Simpson for current information. L_______J__ I I I *", , , -- ..7:* 1 � -, , , I 1, I I . .. V 1 _. . . .. -- - b .. -.- **, � I I I � I . �',-*�,�....I.`�, ..., I'-,.' . . I I I I . -- , - -_ '/2 1 Z4 1;, 1 4 ?A. 1 35/. , '/a _ � -_ , - I � I _t__ . I I ., . .C. . , --q, . 1) ," I '. �._. - KUqz; I � 4��, H020A 3/ 3 14 s /a $_ I - I . _ . I _ 0,3/ - ��_�_� �:: I I I This filer is effective until December 31. 1999,,md reflects info , mIation available as of I November � 1, 1998. This Information � In HD15 0 3, 1 7 1 4 3 _ I I , 1 55, -4-4 � =O�W2 1 . . . g��, , ce , � 1,.,: -'. � .. �, . I . .:. - A.aft I - I I I - 1 9. Full tensim W4s ap* when HD6A is used witil � � ,-:4 . I ":,.,- I I I I � � I votwabie loads have been increased 33% for 5. HS is the Wpred minimum ftwu trom the end of I . . j - A" � . . . 4 ,�,, ,'�--,- � It;, I '.� , < � -; " - - - "' I � I 1.A' I I . l-&- - C� . '.. � . ;,,..'-r - . ... �/ " 1, - * IL�, '. - - * - '_t, , . , .. " I I 1! or I I " . � ..� � I I , I I I . I I . � I . . 4. `. I " .. - I.. .�, , � . I.. ",*..,. �_ � , I , I � 1 , I I . Vve . I - � ,44 1 1 I I I the stud to the center of Ihe first stud bolt hole. End a 6/so anchor bolt. I 1 2.X f5L0K_e-_r � .* : " 5 :��;K - 1, , ",, - . I I I I I � � . -, 1� . I _.,`-,��_ -1, 1. , , - ��!*-,,_";�;! ,( .., , - ,;'t I . , , _..,. .." - � PA-ril I I SIMPSON STRONG -TIE COMPANYo INCA . . .. . . - - - �, it I � I ,#--*. .. It O/ - - � -1 - co 3�".�_�Iffi.-.j, )k 3 .�O, , , �. � , , ., 2 . Z 1"1411t � I , . , . - Z;M -4 ..,..,_t0,4 " 11. " I.: ,,*,' - * ** � I I � I _ ., _, - I ,I ~ . . � � ., .. . _!_,!�� � .. __ `.�:,!�';',-��.��_l � . ...." ., . . . :z . I I loads9mm. . , - " "", - . 1''. �, -, -�*� ,,, " --%`� --.�, -. I i I . I I I I may be increased as neoMO(Y to. See pgs 6,7 for tesft and other impoitant infoonation. . 11111i� 9 : � . I . . #_. , -1 �� .-.S77,-: I I I for installation. � ". 11. .. '. t � . . i__ � I I I I I I I I distance I I ._ I , _ . �1 ...��.,,.`' ` - -,..I..` ., .., �'. ." � I .*: . I I , I 444 j 5- 0 , 0::�, i . I � � . %:� L'. -,' __ , �'�'.._, . I � I I allowed: (educe where � t � , � � � : , - - < ,_:_ , � I I I I � I I . ad: . . . . . :, . I "'. �,� , ,.'. ,,� -`:0 -�-,.'� - .. --, .:.-�.:". ; - , I ,, , , , I I I . 6. The anchorembedment and configuraton must be 11. Nflection at Highest Allow"Desip Lou I I . , � , . :�:* � e t � I I I 11 (n) � .1 " - . , I ,,, - "' -, ;,� q, 4!�..��.,.'. ,.�: - * ,;F� - ,,, . � . , . I . " � ;".'..J. . J� I I � . I ,� . - , - . _, ,; I � I � . . � ., - - _� .,.,�-,,-�.P: ., ��: -.,; �,- - -;:�-;,,, - � - I . I I Home office " � Northwest Region � Ilouthwed Room' Southeast Region Northeast Region , Western Canada � \Lit07 " I - . ... . I � , , , - .� �tz:t I 00r,' �Wsw ZOO 4 1 11 . , Sun Cad 2. HDI 6 requires a minimum 6x6 nominal *t . � . I , � .: ... I ., , . .t� �7�, i .., . .. ,_� _-, i�,, .4 �, *I",, . I I . .� . - .:. , "_�. _ ..... � I IV Bolts and Addifionial The defteclion Of a twidown measured between the anchor I � . � � , � _: . I., - �. �. ; - " !--*:!-4;�., -i ,;,� , * � ' -- � . :%. ,,;,;.,.� '�, - - � . , - .- �_ � I specw. See SSTB Am � I I ... 1 - I . '. , . , , . 1 :46$7 Chabot W., #2W 1460 Doolittle Or. 20 X. Palm St ,, 1720 Couch Dr. I Amonville Surrey, B.C., I 3.UseamirjM1n4x6P0Min0Ipo"rth0HD14A . � . . " . .._,__:�_.__!--_ - .- � _A_.:...;F 4,1>',AQ _3 -.,, "6 ,�f-,,4� . � r,4, . ,.- - I , ,."-:,. 4 - 4CA I . � � I . . . -, 1'�. " " . . 'tl- � * - , - - . - A.: ,. , " - I I I lom Aws.41a, 11 . * . � I I ' I I , 'r . ,� - - - � I . , , ,,:I � � ... �-. - I ��-'� W:------%.1Piin- 7 � z I , I � I 1� - I I � i � and the MD20A -� _, I ,.'' I w . . I . .1 I . . , I � , : : . . ? 'W * , ",;41�4",Y,* *� ."I'l �� I � ,� I It I 1 2600 International St. Jac , � . Ardor D4$0. . , ,,.,- , !1� -,; bol to r# 4 . .; � - ".. '' , I - I � , I th * _ - �� 4 - I 1, 1A ", � � '. I , , 11 # : . I - � - - W-Zi " " , . # , "I ,4 1 Sesanton CA , Brei, CA 92821 ney, TX 76069 Columb' a hj9 I , 11 I ., - V 4: _ I , " 1, � I " ", I �, P! , 945811, , San Loaft CA 94577, M61(6 us, 0HA3228 Warehouse Varehouse i�_ 1� , , . I , . , I I I � � , , I ' � I I I . . � 11 . I I . I., *1 " '.. : . I " I , 0 1 1 1 1 1 4. The wood member I I � I � . � . . __1�11 . .. , , � , , 1-�-, - " � I I 11 ,� , . I . I . 1.,:71. * I I !F-.,- *�., * -% ��?, 'I, � . I I FAk 92047-094�, ,�,,. FAY.,,510/63141925 FAX-7141871-9167 PAX 972642-5370 FAX. 614/876-M . I I I "I � ' . . for the iom-canying 7. Lag bofts-0 not dMIOP the listed loads. I . � . , I . � . ,.11 e I- .- - :� I "" - , I I � � -.4o, - , ,.,. 't ��_'-� I - I I � " �1, I crwcw riel section. redu&V the Woes mm: . . � ... , L I I., - , must be died a. Hoido"is installed ralsed off the mudW may have , ��t r % - , . . I I : * , ",r,�`�'::.!*, ---',�, . I" ,6 A I I 5YLE .; I , I I � .1 I . 1111, I I I I I . I I I � I ,,, I �_ � ; I , , . ." :1 - � , � Joe f4c. , I I I � . � � . I - I capacity at the a static: , � , � , , : � , -, Yr- Y9, __1 I I - * I I - - I I 1 1/90 exii 12/99, larger,deffectonvalues. I - " - - �_ �, '' 9 - - I I 11 �� , I I � � - � ' � I , � �, VJ wh I I I I I . - � I I I I I - I I � I I � I I � spedfied in the code. .,, . I I . I I . . � I , ) -,,,, 1'* I 11 � I I I I I : I I . . � . 11 � I I � ''I'll, I ''I I �� . I � � I I WlebSite corn I Printed in the USA I f I I I I . � �1'1 - I I I I 1 "yfight I M Simpson Strong-Tia Co., Im Form F-STRDNGWAU.3 1 ' - ' _' '' ' I 17 t--- I , ' �� I I . I � National Tolffre Number: '4111:,I�M,� 1 1 0C � section area tor twola or other removed wood as - . � , , & � . � , UA � � , , ,�_, - � - ,, 11 , , . 6 � I P--"" I . - 1 4 1 1 1 , , 11-11 - I 1. I � � I I I � I I I I .. 11 11- 1-�, , I I : httOlwivingtie. I .1 � I I � � I I I I . . . � _ : .1 � . I " ", I I - I � . I I I � ' . 14 1 1 . a , I "-"-, - I - , I I . I . . 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I ___1 I I I I I __ --------.- _ , ______ ________ ---------- --- --- _______ __,L1__________,_ _ __ __ - � � Pap 104 ER-4063 F TABLE #4 Y 'Y d. I�MR��I�a .... ', .. `�: '. . '-: .. .. .. .. .:" '.. : ;.. ilfikRsl.: Y:iMNMa11N.F i4 'ev e, Inc.' .. Wxiil SXJSJfs 1414x341/4 ,.. 3 204 f jy 14 / X 36♦{/ 3 27 1g � 't4./ 14114 ac'T+ 4Wssued -. 20 1.40 '. 7 2976 2/ x i'�"�g � /,¢ � 4�i tRum � � Q 3 g g 22 j 1 � 4 e .. 2940 ". ,.�;�,A'j iiC'Lf{, Xf@ g g ,. ^-f, yy' .gyp Y 4. "Fi1. .: .... � �fjy yg : '�yF(�� ' nY�l��� 1K�. ���M //�, Wood curbs'areminimum M.i�i"k' �.RV w9tt� ,:' I�i i . .. f� 40 ... .- nal a .11 species lumber. 1 13 32 42 34 1 x / 3 381g x/ / + f t 1 34 f4 + f4 40 QU 14$ 4252 4031, ": 1 1 36 /4 x /4 QU 1�t� .. writ►-iMrrt skylights are qy 2 1 x 1 s 1 �� / X 14 / 46 p �.} #� .. 1`.0 ': II.. :. . that r i3o finl#f#r / .�,...� '-. �7 ii ..7. 22y1 x 22 / 18 / x 1 g fj 4ti 4i p{ above., MO ThemoodbutbAtlach to the ropt plow 29E 3fl' T36 4C14 f rM JT T g +� 8 _g X 3g 3 7� ?C�� 34 /4 x 34 f4 roillobe 4{J sure in his report needs ,.: '. " 31 4242 ./g 4$3/ X 4 361/ x 36 /4 ... 40 2- 4c} /f� ed to rat � wed winder �,"i� 1MW 3 ,, 5252 l 5fg � � 8 461/ x„ 1/ 4 � 40 40 Winds $ W , each, curb , i r mat � is 1 i i cc1 vv Section2.2 � rt, � k� sither plastio-dolfted or glass- '. �� are curb or deck mounted. ,, �c The � Cle uly�4 . !s get mastic t the � sheathing, k naW or !n F 3 �% clet is . rn� t mb. Ttw between, f woad�� and uertl- 7.1 1; �" Oft . dbsxle fdn d � �i °� stunk TAKE 4-�-A1 R� Pt. �«A f�� # if iJtii.t�, from rl � � ts, # � � i�tG- .. t IAE i Mi U inct1min corer� , airnnun i °arne � u � rem a �nrr-�esartt`# F�1}�s y�{w}he r MODELWO. OF RE AAiE ... tiF`it UM-T DAM 6� r - / stst Thep as a 7� �iJ�fiwVi�'�i • 1�Li'"� ��f� � :� .: 1t �tiQ��...e. The skyl � is ��NN�I��.�:�' �� �i common 1 2 6 6 12 -mo41 units. A 2 woodmember 111 ,, 2 6 6 14 � the curb a urt t'► n d units. T e sal is am Table 4 for required n�ber c6f "fasteners. 3 4 22 2152 6 8 8 18 E � fbr c�c e , ' ' have either single or d � ` . �I�s, _ ?,�3 e� "��t. Dk-its. p���rf 5 276 ' 12 12 22 '� and: model n 4rnbers, %, allow- � e ! areInstalled o motdecks at �c�� �" �� �c� 6 2364 22 12 22 able , '#, 2 ' d.3 provide c� ie • require. �� sue. ifs . ci f d 7 g376 fx QU 10 f 16 2} ffiy 30 ,.1.2- ' -�10 " k , ts: '� 4az , curb-, . common on f tills, w� , , +�! minimum C�� � !1'1 2896 1 g 4 �Ij� mount ar'1'i '41 construction #"..the plastic- {1y@ structural �rn%rs V�4'i• See TeiE' 4 �+�if'. required 1CI 28442 8 18 ad sky e> i gl . 11 2352 14 10 20 of aluminum Tet er cap. Table 3 lists model numbem 2,4 Identification: 12 3652 to lE3 22 si , w lodes. Figure 4 provides curb Each s unit label bears . urgr's name and 13 14 4t752 42 10 1� 10 1Q 22 22 a ties! r number, p before 15 3676 . 14 14 28 2.2 lgr: forming, and.CC2 'c d Additionally, each 16 4264 12 12 24 2.2.1 Plastic domes are..Type 147K Lucile s , t s safety label warning of risk of fag. G - 17 12 12 26 pi 4 . See lC ES` Evaluation r ER-1994. cation Section 2 of the i8 19 4276 14 18 14 16 28 34 The plastic: has eCC2r `- 3.t1 E Ri E© 20 21 5 52% 14 16 14 16 28 32 J n Glazing, is insulatir with a - �g ry +�#a (Cheri q Date In accordance the lCBt3'ES lJ Criteria 22 5 2U 18 36 lite of $/ d s fiat lite of i- 'i$" � Plastic Skylights tS (AC16), dated' April 1997; and ICSO ES 23 5.9 20 18 36 _ n glass. g Ike ' of * Accepts. Criteria for l in in sri 24 52100 20 1g 38 s of 0. 22-inch-thick'n s p yl - p V and prefab ` ed i is (AC `7),, +ed 25 54,102 20 18 n rat .The tns 1'd g complies {� 26 2020 4 4 10 AS E 774 E 773. _ 27 28 2424 2828 4 8 4 8 12 14 . , 2.2.3 Aluminum F, Retainer . Extruded .. 4.0 F1t� 29 3636 8 8 18 �f�irl#lt'13 � Type $M TS� �� � Chapter 20, Dives Tl �al3iSr' ' Industries, lnc., iiNCy�ltt+llw � 341 8 8 20 It, of the and AS" 2(#9• In this report comply w� the 1t 7 UnN 31 4`242 8 8 2t) Co , s t6 wing nsc 32 5252 12 12 26 2.2.4 4.1 Installation complies with Sectlom 2409.4,ond 33 34 6464, 7676 16 20 16 20 32 38 Z Z4.1 w4 Electrogalvanized, No. 8, 112-4nch- 26mi,of #w code, the manufactumes l true- so f i tg, tampar-proof steel screws. this reporL 35 36 9696 10202 28 28 24 24 4$ 50 '" rs 4.2 .N :; : Galvanized 6d common nab. 4.2 Allowable toads comply witft T 1, 2 and 3, of f DOW Cost Seatk's tops ,tut tottnparp A#u num ntng $ { x To # L OAM 400 Carr - s istOn# �r coo 6043 €-S t+� 1!� screws -' " ' � 1 102g 18�/g X �!g 14 /4 x 221/4 0.093 5 2f4 20 AturWaum Curb _. sP4eo 2 2040 1,93/3 x 3g3/g 141/4 X 341/4 O.M3 5 20 20 rn r:a. a013 t-5 N. VWO trt with Oeftw 3 2442 18?fg x 403/g 141/4 x 36114 "3 5 20 20 - Aerot *"tOo 000tes. 4 2052 18% x 503/g 141/4 x 461/4 0.093 5 20 20 Alw.s�,oz oQ , au� vt„ cost�ta Atort4Mtum Rato�r+tn � rn na ? 5 2076 183/g x 743fg 141f4 x 701/q tl•11$ 5 2f3 2 s1 - cf"44 Celt A#u Gam .---'" 6 2 ! x fit / 221/4 x 581/ a.118 5 2E3 C 6"s T- 5 «* ^ S the tops TC#Af p g 3 8 1 t 20 20 e acres r« S #mo w 7 2976 20/g x 7 5Jg 22 /4 x 7(ilf� 0.118 S YOW w - #tar 8` 2896 263fg x 94 /g 2214 x 90 /4 0.118 5 20 2e Lcrn-. rant tr�at}a Qu UQWW or.. tk-�----� _.silottoAt or frtoa rtoeys U 26 ! x $3f 221f 7C341f ai18 5 35 35 Serars Gaut 9/t6 Couiktr+q Guth vp treat 10 2842 . 263lg x /g 221/4 x 36114 0.118 5 35 35 »etas 1l1 2852 263/g x 50% 22114; x 461/4 0,118 5 35 35 �ttiNk �� ,, aturr Gin Tatar 'mo' oa:, _ 3 i .: - s•::,r w 2 2 34 1 x 5 tg 3Q /4 x 4$ f$ 0.5 6 2€1 2fl tazAana_ g 1 brit n*trx+m Gwrt< 3 i x , f t).1 I8 7 20 '0 {i#an F 3 t.. S 13 40 2 3$ fg x" /g 34 l� a ' # a l"O t Cur!► i 20 ter► 14 4252 403E x 5/ 36 f4 x 46 /4 Ci,l 18 7 f4 24 ���at"pe�R� qs pirns+.tton � t rs rrrrr rr E 120 1, .. e., ..a "+u!#2elrfi �rR.lrrrdh+ r ♦rtrrs+ x t 6 20 •... ♦? 3'. �•rErrPN`rtrtrttratjrti!?etll�d�l6+�1 t iJ 311� :�'t f x7#"/g 3� f$: X 74} 1q tir, l",T�V 20 .. r.. F. t..;..^: Ftd!.t. `.:":.'f' :t.": •.... ... .,.,., .rrs rrrt.: ar"r.: tr ; 71 +GV .GwV .5,3 .. 16 4264 03/g x62. fg 361/4 X 58 /4 t�.15{1 � t r � 17 4364 413fg X 623/8 371/4 x 5 1/4 (1.15t1 7 �/2 20 •-'C o:tat 1kss3stcrnt mar+ weft. ig 4276 4# 3fg x 74 /g 1/4 x 7'0 /4 ti:1 2: 71f4 20 20 at - .nae+,�e r+ so19 42% ' 4031g x 9 3 36 /4 x 901/4 t1.15o 7 /4 20 20 t' tom. of t T aw Carer Of PfV- 4OWh" 0810s, � � � � 2€1 SZfi4 Si}3fg x 62�fg 4Ci�/4 x �/q 91/4 24 20 >«a Caro aA Ca tt. of e 2 on s;*AW #-t/z' r .` �4tn. Gorra+im Itatixvnt, 21 , 5276 5f}3/g,x 743/8 461/4 x 701/4 0.150 91/4 20 20 weoa Coro # »stw.. 22 52 St fg x 94 /g 461/4 x 90114 0.154 91/4 70 10 235298 5 fg x 9 /g 4611i x 921/4 0,150 9114 24 20 24 52166 51Plg x 983E 461/4 x941f4 €1.150 91/4 20 20 25 541U2 521/g x 2t 43 /g 4 x96 0,1.34 9314 2ti "t't --4 'LA #1 $I iL 2ti 1 Ig �t 18 /g 141/4 is i4114 A5�3 S 35 5 . RE 1 $ s 27 2424 22 lg x 223fg 191/4 x 181/4 0.093 5 35 35 28 2828 ., 263Ig tic 26 fs 22114 x 221/4 €1.093 ` 5 35 35 29 3636 347/4 x wig, 301/4 X 301/4 0.119 6 30 3ti. 30 400 3831g x 381'fg 341/4 x 341/4 14118 6 30 30 t 31 4242 4031$ x /g 36�/4 x 36� /4 1i.118 71/4 30 Air c .a 2 252 fg X 5{}�/g 461/i x 46114, #z1 f 8 91fq 3Ci 3t? taryk Dams o tir tntV1,044 s arras ¢sit 33 6233 g A[ l9i.' , It 58Y4 ,x 581/4 0.197 1 20 2{3 tit, to 4gf .' 43f 701! x'701/ 0.187 34 2a 20 g t»a - ,a C*# . �- I,� car#+s ga° s 3 767(s 7 g sc g < 3a to" fdaaa .#?3�t 94�f x 94 f 9ci1/ x 9iNt4 f}. 11� 20 20 04 'ri t20 .# 35 g cov s- 36 lt?21 1,00lf8x 141Q1 x 96 mm 191/2 20 w• a x Figures1 2 for details of y Ar Cam+ itdow# woo# taa t-g n serra tta 1'111c is a tolerance 14 percent. TABLE --At. �1 i.4 FOR iOMEt?k Cst.il GiUAZE[# IfYFL. Rl'" M7��{TZ M Roar 33+a #V9-, + Atut"thurn curb 44 .. frorna Af3t33 T-S ' .. ; 1 2t128 18 fg x 26 fg 14 /4 x 221/4 U.E393 5 2U 3c3 Up 400# , 2 2040 W/ ,X 383/ 141/4 x 3014 0.093 5 20 30 tr tsrxu A ;; .xrar .. 3 8 # 1. 5 20 30 t s vra �^�*. •r mxx: ., _ :.w �� .::..:�`a 3 21342 18. t x 4{}�/ 1�4 !q x 36 !4 U.{�93 :.srrt+r.•it x.rrre:.trrrr+rrirrr< sir.. .. r ... <...... ... r....; • $ .. g t 1 34 4 2052 18ftg x 5Q3/g 14 /4 x 46 /4 0.093 5 20 9 2W 2 g X.3g% 221/4 x 34114 U.118 5 35 35 o c �L _ t tr �r` ion. 10 2 26!g x 0/i 2 i4 x 36114 0.118 5 35 3S of .. e�►t . w ur9 11 2852 263fg x 5+1/g 22114 x 461/4 0.118 5 35 35 r m 12 3652 343fg x tg 14 x 461/4 i? 11g 6 20 30 13 402 39!i$- x /g 341/4 x46114 0.118 7 20 30 14 4252 403/g X 1g 361/4 x 46114 0.118 71/4 20 30 26' 2020 183tg x 1g /g 141/4 x 141/4 0.093 5 35 35 FIGURE 3-44ASTIC4)OME StlCY#. 5`ilC 27 2424 221g x 22 /g 181/4 x 19114 Q.t 3 5 35 35 g 2ps 263/g X Zb3/g � 22l/X 22 /4 0.093 5 35 35 29 3&% 34% x 34 {g /4 x 30 t4 0.118 6 31} 30 3{i 4040 383E g x 30S 341/4 x 341/4 0.118 8 6 30 30 31 4242 41131g x 40�is 361/41t 3614 0.119 7114 30 30 32 5252 /g �¢ /g 4c 1f4 x 46% 0.118 91/4 30 30 0 1 NN FF +I Z- vN CLEARFR4NT 1000M a I a » ... . .., ,. +•x.� ,. s. .... «a._..s.,. ...x .....w�£,G,#6ss.;:w:,. w,,.a'�..., :_,w..u.,mwr,.». w....rJ+.,s..dk,.,,..,b<...,...<...-.,,w .,uca..r„�,_ _. ,� _.._..�......b,..�..a4... 2�x,r�n sa�+F.:>a_-,�.a.�.'.&�.�.._ �, ....-.,.,-' .:aC.`..s�- .._A...,.., „-, ,.. ,b_>._...«. ..,._.._.-. _..<.. y,.......e�.,.,... . �....:e...�,._. �.<-.1�..>xa__.�...z4r �. :u F^:_. sw.._.,.,»,a ,..-..a .- _ _..-. _. ,� .. z..r.. �.i�.N._.,�ti:., .v.. .._:•t.� ..-.m*sE... u,r�...,...,» >is......�, _.,..., ..�__,.....s__.�,�.,.»»_._<.�,<.»�.f,.,.....,�,.�..,.a,..�... y,...�.,. <.�,:,�:...�,a._..G,e .�.....�a.s:_x,x...�.-ate....-..,as. _.�.