Loading...
HomeMy WebLinkAboutHardcover calculations - 1987 ��� ��� ����� ��� ��. ` t .�, �,,_� k,., , '�r,^..,�. Y.. `� �,.�,FF47r�� �-a� ��°����i� �� �N� �� ��� C��� � I��1.� ���■ - _ . � ,� . � , � � .� 11/�-E-��:.e�vt�,�'1 , � Alexander-Thomas Architects � � 1�09 WiNNEiKA AVENUE NORiH ✓� � J(J� 3� , j9�"� MINNEAPV(.IS MiNYE$OiA � SSa?7 / `�� (6t21 BI5-3'/8 (6171 SA4•3;b3 ` �i �t`�j� � ' µaw�.w�e.r l�v�e� Ca.lwta�ca,�.4 °ct Wo.ge�,�,+ar I?�y. -- P�ol�w�. Pa�-4- ,` ���.� � � �r. �.re,cr c,�6t,ti. 1rtc��re�C � � �,,,,,. �. l • � � P'�d'�'� � `Osu,M,°� r°.�`�"'^.°'`,�- w^,c� ea,l •. .t3ut�.DAec,6 l�llcu� �erc,�� 3�o8�(c s.� sit�: a�c,Ep. 1�''�,tu Gcur°`�`' 3,a9!o s.E. 'T 5`— 150� �,9�S1,7 f�F. . ��c�r� !�,8�4 s,F, �°�- 5ao� 82,�.2� t.F, ;. pa��' �d�e:v�c. 3 5oa s.�, 500�-tooa' q,e oc s��. CK�,'�9�,�„7 ' C�c+ec} f�,sq.r looZ �,� � 12o�`c94 s•�. Fw�� tualk�, '14lo s.�. Qlau�. (,9�4 S.F Au.��� . r PIGZa s4a�.��. ,k,4. 5.�: S+'d�,w.�k. Cr�� 1,�80 s.F. -�S�- �so` (a.S SS� ?,390 c.�, 7 I or� c�k- q�8 s.F �o'- soo' �s�e 7.� �►q-, tor.8 s�P. 22,�0�5 s.P. 5e0�- l eab� (S��s� 3� 1�'i0 s.F. I�atrt. 35,�.o g s,F. Sl�vr�(d • v `�'u- a� q+�s� na.,�. �. -3y 'Ttu•�..ka► ��"; , �� � . .� ,.�,� (���� ��s� ,, ��� �� �i�� � 1 `� , ,� C„ � s ' � Y'"� ` �_ � ..,��.,,�.,�.�._�._., . . ._. _ ,_ _. . , � µ _ �b � " . SUBJECT MORRI��i Ht)VLC'� �HEET NO. � OF KEVIN C. NIEMEIER, PE /yZo �oHN 5 �=='T�. � COMM.NO. STRUCTURAL ENGINEER ��'-�^�'� Qv I�Cr-.� DATE � J �a� �d�.n�s ��--. c� * �� = ss ps� . . --. _ .. _ _.. -- __ - ----..... . _ _..-- ---. .. ._;._ _ :. : _ _ _ ..- - ' - 1 -_- - . :.... . \ � � , _._ _.t= ./2 �4 ) SS � IyBs_� isouN _ _ . .. __-�--- --�� . _ _` _ .__. _ ...... .. - ---- .._._- -2 Z --�----: _ .__ ..._ ..... .-- -----.. _. - -,---- - ,�- -.._.. _� -- - - � _ . _ _ _ _ - : .. - -�--�_ . � � ' - ----�=-SS Pl..� _ _ _ � � _ _ . . ._ . , _ i , _ � �C Z� IZ _ �--_._.:_.. �. }So� � SsC�t _ __ ... _. .r _ __ _.._ . - -._... .. _. � � _ _.._ _ __....:__. . Z 1 G a �� q - o -2�-a:_ ; __ .'---�:_.. _;f - - ------ ,�. .. -- - - - _ -- - �.. _. / 1 / _ _.. .__ _ - _. M �sC� ��, -r .Iso� 3.�� . .._. ._ ,.. _�--- ---.. .. = � � _ _ _ __ _ �� . . — � � _ .. . . ' _ ._._._ _ ._ _�_� .. �� !9 ff cs `r� � S 2 Sv �+3- _ . .'_ .. .. . _. _. . _ _.... -- '7230 'i� =� 3 - ��x..5_�z,� /N�C2v 1..�h -_-�.._ . __.__: _ _ . _ .-- ;--- f-�R r ze.,r t7�t S P.�-.�.� �E-7ry+s _. . _ ,_--�--- w = � �SS-� = 3 3 a PL r' � � 3 �a C 5/z� -�' / `�' g-,�" _ ... Z-- }�1` 3 3 � � q��`�FS = 3 3 Y/ �tt �2 - � 3�Y ?� S%�z M �ciZ o -L d,r�t S � 33 yl���� - � 3 � '-j � U5� 3 - 2�< SPF r�Z ^R. R�7T�''z� --- -- _ ll9a . _._.--, . ._ ; ----_._ ; - --�-- _ . _ , , _.__,_;. . -, ; '�:S�,L =��=== �EAM SUPPORTS _ti� � FACE MOUNT HD AND HHD SERIES � SUPPORT � Design Features: These heavy duty beam and header supports are specially designed for residential and light industrial use. � � 1� Material: 14 ga. steel. � Loads: See chart. � � STANDARD LUMBER SIZES '• '��"" +`f' -.r�`DIMENSIONS�*� ^��:°rNAIL SCHEDULE� . DESIGN LOABS'(LB3: ���j 'a i; �..� KANTSAGd4 . . -. .. � STEEL; .�� w�� �� '. :._ : � �� ; STOCKNO.' -�DESCRIPTION��� GAUGE -:W �-H���� v+D> 'HEADEA �� �''� JOIST��:' 100X -115X�, - 2S%�. KLBS� HD-26 2 X 4-fi ?4 1 9/16 3 12 2 (4)16d j4)tOd x 1 12 540 62fJ 675 575 HD-28 2 X 8 14 + 7 9/16 5 1/4 2 (10)16d (4)10d x 1 1R 1350 1550 7690 575 -1 � HD-210 2 X 10 14 1 9l16 71/4 2 (13)16d (6)10d x 1 12 1755 2020 2195 865 • �V� �D HD-212 2 X 12 14 1 9/16 91/4 2 (76)16d (6)10d x 1 1/2 2160 2485 2700 865 HD-214 2 X 14 14 1 9/16 11 9/16 2 1R (18)16d (6)tOd x 1 1/2 2430 2795 3040 Bb5 HD-24-2�+'1:- (2)2 X 4•:a fa:t^„'v- ��.14•.. 31/8:' 2 3/4 . .^.«.2*rr %i�^(4)16d•sn cayE(4)tOd+� �f540�c#620+��675!��636ie � HD-26-2-r_•`- (2)2X6�•�:r'F •: : 14'+: '31/9 41/2. ...'2'� .Fr(10)16d:� :aihG`(4)tOd<:t�'r �.1350� +la15505<d?]690� �i630iR HHD4&7�? (2)2 X 6=�'k��' ':�+14rt-- '.31l8 e' �51l8� '!+`2.'�` 'r(8)NA-200.^ �x(4)NA-200� ��'1390'<` +�l1600f �17407� tf�930+C: ' HD-28-2 g:� (2)2 X 8`�"�"'r' `�*1q�'" `31/8" "612�� +'�'�2� '�'(13)16d� �°(6)tOd`� �1755�+ +E2020$ �2195''ti fi4945'#+ � �� HHD-28-2 ' (2)2 X 8 _ 14 31/8- 6 3/4 :•2.t•. (10)NA•20D --(4)NA-20D�:= n1740., -.2000.r C�2175�:1[9306 ��,,•�� � HD-210-2 (2)2 X 10 14 3 1/8 8 12 2 (76)16d (6)10d 2160 2485 2700 945 HHD-210-2 (2)2 X 10 14 31/8 8 3/4 2 (14)NA-20D (6)NA40D 2435 2800 3045 1390 rv . HD-212-2 (2)2 X 12 14 31/8 912 2 1R (16)t6d (6)10d � 2160 2485 2700 945 � '` ' HHD-212-2 (2)2 X 12 14 31/8 101/4 2 1/1 (16)NA40D (6)NA-20D 2785 3200 3480 1390 IHD-214-2 (2)2 X 14 14 3 1/8 1013/16 21lZ (18)76d (6)10d 2430 2795 3040 945 '? H H D-2 1 4-2 (2)2 X 1 4 1 4 3 1/8 1 2 2 1 2 (1 8)NA-20 0 (8)NA-20D 3130 3600 3915 1855 HHD-216-2 (2)2 X 16 14 31/8 14 1/4 21R (20)NA-20D (8)NA-20D 3480 4000 4350 1855 �HD-26-3?p4! -(3)2 X 6iWk4�' '�tx�t4.44�i +4 5/8;! 415/16`�2'-1/1� �(10)l6d'�.9!'�(4)10d'� `�1350' 1�1555d' 1690 R� HDSERIES Ho-za-3,�: (3�zxa�! .,•,i4� aeia, s�ins •2�n-� �°Y��2�isa~ �^(s)�oa� �iezo- -iess� -zozs" +t��as HD-216�3 � (3)2 X 10'`�+-%K' ` 14"' '4 5/8' 8 3/4 ' 212 ="(16�16d�° ''sa"(6)tOd`t"` `�2160` "2485` ''R2700" "-Q945 HD-212-3 �'� (3)2X12s+'Jr•�' �"14::.. 45/8 1011/16 -212� �-,�20�16d� ++�(6)tOd�' "'+2700r '*3105K *3375+' +fi94 HD-34 3 X 4 14 2 9/16 3 2 f4)16d (4)10d x 1 12 540 620 6�5 575 �2 i HD-36 3 X 6 14 2 9/16 4 3/4 2 �10)16d (4)10d z 1 12 1350 1550 1690 575 HD-38 3 X 8 14 2 9/16 6 3/4 2 (13)16d (6)tOd x 1 12 1755 2020 2195 865 t �;� HO-310 3 X 10 14 29/16 83/4 2 (16)16d (6)10d x 1 1R 2160 2485 2700 865 � �,� HD-312 3 X 12 14 2 9/16 9 3/4 212 (16)t6d (6)tOd x 1 72 2160 2485 2700 865 �.,, ,. ��, ,�� o;o HD-314 3 X 14 14 2 9/16 11 1/16 212 (18)t6d (6)tOd x 1 1/2 2430 2795 3040 865 �o�'�; HD-316 3 X 16 14 2 9/16 13 212 (22)16d (8)tOd x 1 12 2970 3415 3715 1150 � �'`i's �„� HD-38-2'=�' "(2)3 X Sracs+v�w.• _,.c;�q;,�t :v51/8`` 6 7/76' "212`+� "�(12)16d"t '�(5)lOd�`' x'1620' "'18Wr 'q2025,` n785'4` o" p� HD-310-2 (2)3X10 ,. 14 51/8 87/16 21l2 (16)16d '""(6�tOd•�� 2160' "2485` �2700. ':�945t �# H6-312-2+� 'l2)3X12�':� '"�+�`14�:ar 'S1/8� .107l16 F2•12�e t1�(20)16d4fCr '1R�I6)10d� �2700t•: at3105� +'�3375^. '1P945^i�' \ . HD-44 4 X 4� 14 3 9/16 3 2 12 (4)t6d (2)10d 540 S20 675 315 W` I�Dyc HDd6 4 X 6 14 3 9/16 51R 21/2 (10)16d (4)10d 1350 1550 1690 630 � HHD-46 4 X 6 14 3 9/16 5 12 212 (8)NA40D (4)NA•20D 1390 1600 1740 930 „ H�dB 4 X 8 14 3 9/16 7 1/4 212 (12)t6d (5)tOd 1620 1865 2025 )85 HHD-48 4 X 8 14 3 9/16 71/4 212 (12)NA-20D (6)NA-20D 2090 2400 2610 1390 HD-010 4 X 10 14 39/16 91/4 2 12 (16)t6d (6)70d 2160 2485 2700 945 �".; HHD-410 4 X 10 14 3 9/16 81/2 2 1/2 (14)NA-20D (6)NA-20D 2435 2800 3045 1390 ' � HD-412`'�+`' '4X12f6`�h�W="' �'14�' 39/16 109/16 F212`` .'�'z(18)16d'� �(6)10d-� '`2430:'' �'2795�' f3040" ''z945'M HHD-412'.' 4 X 12 ':� " 14 ..- 3 9/16 1012 E.212 (16)NA-20D ':i(6)NA-20D" -2785: '.3200' �3480:: -'_1390'= �� HD-414*�`' 4X14�""""'tl""" "'"_"14"?" `39/16 "1212"21r1�: '°43(22)16d� ��R!`(Bj10d'�°L "'2970" "b3415'" '�3715"' +�1260^= � HHD-414'�' 4 X 14. ;�'^ .°: ..14`. 39/16 11 7/8 '212"` (18)NA-20D '�(8)NA-20D'� ""3130'� "3600f. �3915+� �1855�" � HD-416"'•' 4 X 16 .: - 14 3 9/16 13 7/8 2 72: •,-�(24)t6d^- t'�(8)10d•'� �3240 �3725� �IOSOH �1264�. HHD-416 " 4 X 16 ^°". ^! �14=" 3 9/16 13 5!8 212 ' .(22)NA•20D ^`(8)NA•20D'= �3830: :4400: S 4785{ ;,;�855�. HDdtB• '" 4X18 '. 14°�`- 39/16 1612 �21/2�; `,';(28116d'� �'�`'(8)10d:"< .3780� -:�4345�' -Y17253 °�1260a. HHD SERIES HHD-418r,:- 4X18 '��.� " ; 14'ft 39/16� =161/8f 5212; y�26)NA-20D= �(8)NA-20Ds'" .i4525? y'S205'� �5335`! '.18559 HD�6 6 X 6 14 5 9/16 4 12 212 (10)S6d (4)10d 1350 1555 1690 630 HHD-66 6 X 6 14 5 9/16 51/8 21l2 (8)NA-200 (4)NA-200 1390 1600 1740 930 INSTALLATION NOTE: Ho-ae sxa ia ssna eva zin (�2�isa �s�ioa �szo �ass 2ozs �es HHD-68 6 X 8 14 5 9/16 6 3/4 212 (12)NA-200 (6)NA-20D 2090 2400 2610 1390 Hanger side HD-610 6 X 10 14 5 9/16 81/4 212 (16)16d (6)10d 2160 2485 2700 945 � flange must HHD-610 6 X 10 74 5 9/16 81J2 2 1/Z (14)NA-20D (6)NA-20D 2435 2800 3045 1390 be tall HD�fi12 :':. 6 X 12 " '14 5 9/16 9 9/16 212 .(18)16d•` �'?=+(6)10d "" 2430 '2795 ' 'r3040' Tr945� HHD-b12�:�:� 6 X 12-k*1 -a;.. *'14•`«_ :5 9/16• �:10 7l8, ;�212:a 1(16)NA-200a �llr'(6)NA-20D� h2785. <-32D0� ¢3480'� '��390.! enough to HDb14.�:x� 6 X 14"'="^,,�;" ' 14"" 5 9/16' '1112" }212;� �, (22�16d'�` '�+(8)tOd f� �'•2970'> '�3415^' ±►3715� �`e1260:'" support at HHD-bt4 ' 6 X 14' 14 '" 5 9/16 11 7B 212" (18)NA-20D "(8)NA-20D '3130' "3600' ' 3915" "°'1855� HD-516 M�} 6 X 16 ��� ?�14� =5 9/16� '�12 7/8= '�212?k`�9y(24)t6d"� '�18)10dvf,F�Z A'324C s '�3725��4050?S�?k1260� Ieast 60% HHD-676��:�' 6 X 16 r'*:+-�. .� "*14•-�- 5 9/16 13 5/8 5 212+`. (22)NA-200 �`�8)NA-20D','..' �3830'- ?_'4400:' �c47&S'� �18559F of the joist HHD-618'"' 6 X 18- �- �- 14 " 5 9/16 161/8 21R (26)NA-200 't 8)NA-20D"" "4525'• ''S205' '-'S655= �1855`� _ hQlght. UpIiR Loads have beeri increased 1/3 for wird a earthquake. � ' � . To ader produd in rougFVfull size lumber,add R to stodc number,as in HD-26R. To order product with Iat dipped galvanized finish,add HDG to siodc rnxnbet,ea in HD-26NDG. NA-20D nails included with all HHD Series hangers. 20