Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0140689-Building
� �� �� � � ` i /gC +Vy�, a� � � air���l9t'ro-j�� .. :: � � I t w d � � 6� �W Q O O �� � � L � > N �� �3 � � � I 2` o c�o �` �° �, �- c U � E � E 0 U W �0'9� Z � :� � 0 � � ,�'� cfl ,t�---- �{ N � i � � � � � .,., . i a--� � � � � � � � o � � '� • a� �� � �j z � O I�L_—_ _ � � �, � i � � ; _� ,0'Z�b ,0'�bL �oq�����r °�m°'o�T-ia�ioAyTi �N 9���N O C d�u'u�w t c u E$'�N$y o�w O � y Y N N V O�`O,OC N;L�t�t w T�Oj��Dy6y y� .. --�- � A C A��.�.�A C L M- ____...". _"__.... _._"____.. ,_ . ..._ ___ . .. -._ � .._"_"___._ _._____._.. ...."____._. � __.. ___. -._-_.... ...-----. _._---. _ ----__._ ._ � d«nv o y_>>O A�E«v-c�o$� U O u U N y d�L�. � � r N q O d�0�T N U � CZ OI�'�.�C TA u � 'C 1F� C y �y A S C�d..L H'�'6 W�R N C�E N q O2 d� �ny� N�LN O C A c C O W �q F q A�G N'-� L V APR-07-2010 15:19 P.O1 � � BUILD the BEST 230 SUN � SHADE RQQM$: GATHEDRAL DESIGN � � FOUR SEASC�NS {�OOF PANEL: 4-1/4" O.S.BJALUM. (NO H-BEAMS) � ,�r S U N R O O M S � LB. EPS FOAM PANELS h1:)hq +N .�n�C��.:3in�(��p, t„ I<����, ENGINEERING AND STRUCTURAL LOADING INFORMATION e�cnve a►re s-oa�o REw nt� MAXMUM MAXMUM MAXIMUM END WAI.I.PROJECTION-ALLOWA6LE LOADING CHART FRONT WALL LNE l0�►� ��0�0 w P6f (Wa�10A0 E�OSURE B(REBiOENMLI M�AIPH! ��cni GOVERNED 8Y 10 FT 1 FT 12 FT 73 FT 14 FT 16� 18 F'f 2b FT 22 FT 2G FT 12 FT � r.u�w�a,� ee tss ao t4s eo �e6 50 �4S �O 1ZS 2s tto ta es �s as to e0 8 65 �oaosu�oww 0 r�u,.a,na ee ts� �65 98 t46 99 1�5 80 t�s 5o t4s m uo z► +30 11S — t�o �nw�ereo ir��w+w M 9e �ss �s6 ea �es 9� ��s se tso ss 1ss ss us rs �eo 36 t7a 26 t2s n r,uwa�+ 70 �e0 56 140 I5 140 3S 125 73 ��0 �e 55 �� e0 9 80 7 6s FORE�OBL�DW►O 9 r�uaraa�isr� 98 1�W 68 t40 86 140 88 1b 80 1f0 50 1d0 33 140 22 130 115 110 F�ItE►f++9r� tt�LU�aa�e6�w 88 trq 6B 140 88 140 tE 110 SB ti0 80 110 C6 11p 4p 140 30 130 24 125 18 FT �r���W�e�Ew y9 130 66 13a 50 t3o �0 130 30 +M l0 »0 ts 95 to a0 8 TO S 65 �t�+�0�0 s r��ura�aer� 79 1�0 79 13G f9 t,3p 75 130 86 130 43 13D � t30 19 t�y — 110 — tOD r��ew�eYro �r�u�aa�er�u 79 13p 79 13p 7i 130 79 130 7B 130 70 t9p 6p 1�0 31 730 � t30 21 14b 18 FT �1 T q�lbliUlA BFAM 72 125 80 125 65 146 35 1n � 115 18 100 13 65 9 9p 7 iG 6 65 FOROWO6�NEDww B TALWM,MiST� 1'2 725 72 125 72 125 7p 1Z5 80 12S 38 125 25 125 18 116 100 — 95 a�ea,�r�er,a iruur.�aw�er�.� n �zs n +25 �7 t2s 72 �2s rt �zs as �Y5 d5 �2s 33 �2s 2s �zs zo �25 20 FT p rAUM1�lA86AM BS 110 55 110 43 �10 31 110 25 110 17 700 12 96 i 90 6 70 5 B6 ��+�o� 8 TA4.IA�tA16S'I� 65 110 65 110 9b 1/0 6S 110 53 110 33 NO 21 110 14 110 — 100 9fi �,��er� ir�uu,.a.Mer� ee »o ea �eo e6 ��o cs ��o ee �to eo t�o aa �+o ao ��o zz �m v ++o Z2 FT �r.uueN�a�� d0 10D 60 100 W 100 31 700 24 100 tt 96 tt 85 8 Bo 8 70 S 65 ia►�owra B TAUnRa�ABSf� 6D to0 e0 100 80 100 60 100 a t00 aD tp0 19 100 12 100 35 8S nat�►,�srw �r•��••,••ac�w e0 �00 i0 100 60 toD eo t0o 00 100 SO 100 00 �ao ae f00 ?1 100 �6 iao 24 FT q r�i,�l1Ae6� 52 85 49 95 3f 95 29 96 Z1 96 16 95 10 B6 7 80 5 70 4 6S waovaar�oww e r��wa,rae� 6z 95 u 4s s2 es s4 x 1� 9s 27 9s 17 es w 55 ss — as ��ar�o 1TALl�f�AMBfiAM s� �s s� � sz as sx as sz � e� � �s �s �s e� �o ss �s os n,e��eF,r,n Y-1-- �o,rrwr* 2 316"�-� a,undNt� Pn�rs �•KooF Tue6 BEnen a e�ob � �Tre p°Fr B� RoaF wv��� ;,g�� STEEITVgE per FT INSERT POSTA j 18Pt3ZU ` 71/8� 2X6X3/18 1Z' �T�� �T tSGOO�FORS�� "` WAI.Li.42i0e � PN 1$lW �� P �� ON 2�'X 24'ROOM. Np� A V P�RWEOIN FIEl.D � � �B�E�R C�.H"� �����,y-� P" r"�� .. / ��..W . � _ ' },`` y� `��.i' � / �.•�' . / A.. / � � �.."�.•' � � y,�. /dP�'`�.- �'. -_/ " �r. :` •��' �fY/��. . / / r, r. .�, . , _ � /- i�W� �r���� ��r\,d• �»..;..; �. �,�°�°,. al _ , _-� ^r+l+r , ����.. , ,ry��, '+•,. ;,% q�qeAMA qW2pNp qRwwsAS CA�IFORMIA COLORnb� CowuECTiC�T DEUWARE fL0►�, GEORG�A ID�rio ILUNd3 ' ���r �1 �� r. '1'/ ..� /' . ��^ r�° �:.:�:i��:i'.x y ., ; i � / w`rt..r..� � :�� j�,,�� .� �4 �. �- �; ����i-i r.�� �.+� ; t .,,- �-�% ... -� �•- ,� ,�j �`��— "-''.. ''. � � �- �' .� . .. ��;": �:;�.�_�- �`1,"'°"�' !�..f a.�.. .», r.;.,, �'w'�.. wi INDIANA IpWA KANSA6 KENTIJCK`/ LOUI&WVA MAINE MqRY�qNO ����3 MK;1f10AN IdWNESOTA IdI351SSIPP� a, �} �'���"'� w�� ������� i'" `. �f. 3 y�- ~y� .�;,•����. t� �;�l - �,�;� .\.,�f �^,�/ - .�.y '��n.�i� \ a � '`*~�'/�� MISSWRI Mp1�(Tqryq NEBRA3�ta NEHApA NFW FiAMPSMiRE NEW JERSEY NEW MEXICO NEW YORK NORrMCAROlN1A NORTH DAKOTA �10 � .. 4�M., ' •� j c � - nOTE6. , t'.' - fw . � .-iP!� - ��' � 1{RIDGE BFJWS TO BE 7T8,TTB ri1TM STEE�,OR 12LW '� ,�' =1 ALUMINUM ALLOY IS 8006�Ty,PANEL ALLOY 13 3105.M?b. `y �"�+�� • ��� • S)DEAD�OAD OF ROOF 8Y8TEM IS 2.09 PSF ���� OREGON PENNSYLVANIA PUERTO R1C0 RMOOE IbLAND SOIJTIi CAROLiNA 1)DEnp�OAO OF ROOF MU3T 6E SuBTRn�7E0 FROM LOADS SIiOWN iN CHnRT M� A' ~ Y 5)��TS S►40N�N ON THIS PAGE ARE ACCEPTABLE FOR CONSTRUCTION IN . •��y 6E18MIC ZONE 4. ' � � ' "~'�� B�DEFIBCnONLINIT$AREU720. '�.�� � � 7)WINDSARE BASED ONAN ENCLOSED STRUCTURE BiTMt3 SUMMARY PEHTAINS TO THE BTTtUCTURAL WTEGRITY OP OUR UNIT UP &OUTH DAK�TA TF,NIVE$$EE TFXA$ UTAtt YERMONT YIRGINiA T0.9UTN071NCLUDING,THE CONNEC710NS TO T?IE EXISTWG G'�RUCTURE ��``.'.'.';!.` �^��^• �- - ANO/OR ANY NEW CONSTRUCTIpN RLL$UBSTRUCTLRE OESIGN r� ,' '� _• IRN�CLUU0E0 N T1isE 8C�OF VVORI�(FO�R TTMNEE PO�JR BEASONS TPROOUC�7,A�ND •••„'R,1),,C� � ,�-• _ �+`�`...�- - MUST BE DESIGN60 BY 07tiER8. ,�'•�' ' �`y'� • 8)TME ENGINEERIryG pE9lON SCOPE FOR TME Fp�q�qgpNg PROpl1CT DOES _��� '..; 'A '� ' �� � NOTACCOUPIT FOR$PECIAL LOAD CONDRIONS CREATEO BYATTACMMENT TO WASMINGTON WEST V INIA WISCON9IN OMING D.C. TME E%ISTING$TRUC7�RE, TFiESE MAY INCLUGE SNOW ORIFfIKKi OR UNBALANCE SNOW�OAOINO,ANY SPECIAL LOADtNG GON011'ION9 MUST 8E EVALUATED BY OTHERS, 10 ENWNEER9 CERIIFICAiION�I CERT�FY TFMT TFIE9E ENGINEERING �CIFICATIONS HAVE BEEN PREPqREp UNDER MY DIRECT SUPERVI$�pNAI� THAT�AM q REOlSTERED PROFESS�Ona,pNpiWEER IN 7HE STATES SHOWN. REFERNECE NUMBER itts . r t� I � , * � � ,r � ,.. '� � ' I k � �.}"4�'� �' 1 :1�. ,.7F• .. �y� + �... 1 4�,>: � �'f�T �.s y�j�' . PF ,, # ' � � ',, �+ t f � 'o — ,� ` � . ��.r �• 1 !� /' '_� ...�r � � . J� j �. �! .� � � i � � �+ r � � 3" �` �.�� 4� h ��: °�.� � E � � �. . "'� �.-_ t'"a..: 4. � ��1�.� s�� � � t�� _� � 1 �� ��� . ti), .�:, ,r � . . �� � � ��- , ; �:�. �� i �� t�� � ,� � ����I� � _��� r,. � .� . �. f�:�,: � , �,. f ��� �9 ' .��. ,� t, y� �k� ,� � � 1 � ! I � I � ['�"1t � l � ll � li � � �:: < . +, :,. , . � �� ¢''�' � ; � � '�'t� �� � ;��i�i� �.:�. ' � i I � � �� ��. '� r+t�.:�� � � �-. ��a«� i . -, . • � � P �. �... .+�'. ., .:y I "°i 4',. - . T i ' 1 � I � . � � � - � - ;� � , � � . � . ���- �� � � �,�..� ��� � � �� ♦ '4 � � K 1 . ,` z y, •� , :• � . "� 3�,- �'+ . � � � � T'� � � . :a��' �}��� � . . , .. . � , .�. . � -. �. ..r .,,,� _... : .� �F� � ry wt: �, '� � .. .. . . 4, � I � �A. , ; . r�` ,r� � ��. } � I ��:. � .��.9��.-�� ,. , � �. ;�'��. .�� � . �• ,. arrt�,�� -. � � + % ,,s .`' : ��, �;- , r.v i�[' �'r�4�'�:S � �a ., �� � r f��' �+ � �� 6-o r ' '.� , , ,•��,. � - rc a , . � � +�'� -- , �•'�' .. f� . , : ' : ... ...... ... ......... .., .. ..,. ._ . � ��. {�� � �, ' `'' ��1�i.p. 7C t .�;�.r .� � � i; '���'�i j�+1' i��,a ti �, � � �'.. � � ..u„ , _ :: �1'gt�Ji�a7l��l=..• ��y �s{1 � - ����'4�� ��� t�`� , �'�� ���! C,,. �.y S+ �1"- .;"l� *� �' _ � h.�.,,,'� ��!�I e yy�..��3 t� �w' . i � � 71 4�� - `� � � � �°°�� �S� �� ��� .� Ei`�f���I �.��h.° . �s� . l'�'x�A ' .. ._. . . , . . , .. !�I 1� i�i i�, ` " ' , iF i + . � �•f�* �`y, �:� ., IF{�fll`� iI ' � . iT �. �4 ..p�. .� 'I� .�: • •� . ..- .. . I t illir�,�J,r', �-'� �� {�' , �¢ q��� .��� �- t , �r= } � ' ��� �, * "-x� � "'f. '•, I � ����'��II, r;=�r,, " �`+r�� "�tb.; . ��� ,. i ��t :t+i r 14���_�� •' '�� ' ' � �. ��' �i � �1��` l r ��1 ��.,�f � �� , �� � r '���� ��''�� , . F � r`�• �`.?i,'�� �„�: '�,,�`, b � �� 't,;���.���,l�lr�&t.'��r��F; � J r;�K- ' a r �ear � . ' � �� .,._, _ ... .�. ... E �, ` + il��� �M��'R ' .� � , ..:� 4 � � !1� '�� �! ,�:`� ,�_�� ` ,i! 'f 1 ,�► �►�.' ,��,�`�,:;� . ,�`-. ;�"�, � '� i w � . � _��,,�,- 7 �, � � ..� . -�'� i ; ��� '1 �'�� �ilit�,' I '� ' �� � #� ` 1 i 1� �����ti�� "�11 9� ��[ .��. . , , . . .,. ._ �}11i•��il�N�i��.i0"��i���� � �W . . ., f �. :. � � •j��'�•1 '� �,1��� 1'. •� 7• '' •'r • 1���� +11�` �i�I�,���f � . . . ,f � , . . s i �t��} i J� �. 11 �����` �.� 3 ��',� ,� � � ' � ` q � i - : .� . : 1� ��1� ���sl" f��'��� ; �: y ' � � � ; a ; :' � �'I��� ( �'il� - AI.`1�r�+ r � � '� � ' ' ,,+ "� � I ����Ih�,� . ta-� b � ��', f �i � r � 1�� �� �`������ ����� � ����11�'��i q !1 1 r ���� •� � � �' 1: ,.,� , ., _ `� ' `�a,� �ii1� ,_i �� � �,;,��, , � � i'� . ' '� ` �'• .��'f,,ry1�, ��:�J r a ` . � ' a �� •ti�1�1�I �i 1,������_� r � ���-� s���iSy '�^ �ti � �'a{iY ��'�� •! � -� .,� 'l ` � ���u - � �����s.i f. .. _ . 1 '_��� 't-.;.� Y��� :} � � , � . �, -+4� !'s' t-. , t ' - ' ° ' ',yi� �� '�.`'. . . �; _._ ����,.._ 6 . e� , `�� if� -�. ���_+w���,_�.��'Y • �►� •..e _..._._ __._ �"".�„.+M.�."! , . -.�smii4l+��'." , �MSr'++�.�''.�. �"'f " —�-_ 'a�.,_"'_'.�i.Iww!'p'_„_ a �r_ s,� __ ~ . � , - - ---" .��� . , , _ , • - , • �,r " ._ • ,.,+ • . � e ,_. °. _ .. � '- ..+;°-.a _i.� � --� . .._ .-r �_...h��'e.. . :-°..�w�rr,. - M � ... t:; . . ` � ' �. �,, �, r. _ Y s • y � �w_ �i . . .. ' . � . ��,5�• l �; . . _ .. - {�. �*��' �`" �r �' '34�� • � ,<;.��. �:.'' �• � . � . } �{�,��' �� � �_i": • ,� .��s-�. � � � ..'s�L � y`.�.rr�'� �" �..'- � �� ' , � �*' �.. ; d. � ..,��.q • - �-�i. «� � i, `:= ird f �r �. .,�i�`��+..' �{ � :;d"orA �„. . lY�.; 2A.,� � . .�� •• ::�'"� "�`"..� �,'. .. � ,` _.. •.:SP �� � F :,',ura� y +'- - � 4 � �� � , ti,�"7}�; 1 � c � ..� , t -- �� „ .. •a✓.� ��� � j:.�_ ...�.�/i ...' ��. �� � �,.�.� .� � . �� ;�. :� ts,1� � � I � , � ,j � I�yi. �'�', ` M {'1�11��« �� ' 1.R�r . M����'� � a � � , , ,, ti '�y: � .-,� ��� w. � .. . f S -•k'El�'� r� ,a: k� � � � � � r_; �. �� �' �, : ° _ � „ k � �... a �� , _ . _. .. > ��,,, _ � �,. � � � � ° �� ' , � � `� �'� ,, i' � 4. . . ., s �� � r , �� _ � T�, � ,. - s_ - .,. ._-�3.- � �� �`s ���, ���_; Y � �.. « _ ,� � � 'r -^SR'r • �� .... „� �(e� �*� I } ��s � �'� y�� �` 5 ,i, f��. w , < , °' y „ ..�...... . , _ s...�......, _. . . s'� y.. 4 � �Iliiilll � l '� ►������r� � .. �'> � �1� ,,,� �.� � :. � � . �� ,�<°` ���� �. s � � �`,� r �F ' x , # � � y f���`- :,:: � i� � � � �x �r;i '` y, � � , { .�.,wr,i._ � `.;,� �� �� �: `•� � �`�,-�' .� i� - : S.,'� � > ;,;.` �� 1 4�,r�. +�' � . 11YR� . ii���j'�f � �II ti�'i i�� � �o'� ,�,:,x..- R�_ " �.� '�� �� � ;�„ 11�1�7Ti11 i� " ���j�������a�u,��,�-� � • c,�� � � ������t qf�l�l�t�i���t, .� �-� �� T �->-�� �1��1 II � �1 �� , ,�,� �,� .�, ���, l, .�'�I R � .. •.�s � , ��1��.j1 i � 1; . .b'� �.� � '.,� i I, ��� � l�i + " � r ,�,�� �` �_ ��� �t�i�,�14i i ''`` i�i � .�: - '�;''� � i 1 ' �14�����4����j11'��I�+�, �, 1,� `:. ; � �, '� 1 ��; r�� ,�� ` • � , . � ��,';� .. . � . �� � w f � ;�� � , , ,".� ' '`�=�� � �x� �. ,���� � � '�� � � - 1; -� "�� �3 , ��` ,,�� �e�a •, tf.^��. �� a , '�' � `'°�f` � , �!i°I � ,t � � �, , � ? � Y �. ( � ,� � �� � �� 7�'r� ,',. �r a, . i�.. .. } y '� . �}u � � , �;� a.�� �r . � :�� x �., I� a,�,-� . .$ � ��r,��1'`„� �,'�� ,r �� ���� `� ;�� �,_ �� -,� ,�..� � } � i�1+�,�1 �i� � ! a ti � 4 i �. � , t � � ;r��� .,, ���;,�- . � j �;���, ���� �,f�r ,�,,;, '�� � �' � , `'i,�� � ,,; ,�� � �., .� � ' �h�N�ll � !'i,r � ,, y�z�4 � �^'��4��'� � �4� �� ���i�� 1 ' �1 �� � .. �� ] "L.. '` y� , III��IIIIIIi 1{��� �� � � ���� � _ . ��IiIIUV����� �„� " 4����, �'�, ��a�,�, � � "z �� . i `_���c4��� �, '`', �, �1 t� ; ��i�?'.. �°`'. . ' � y i��,� �� i , . . -i �'� t � �' � �' ' ��� a �t�{ '`i� � � � � �� � �,�� r ����� � A�._ ;� � � � �. 1 � ;i. � ���.•`� � ��� ����� ` >>j j� � `��}�,,-. ���� . �"� li, � ���,� ' ' �� ��- . ����:� • y� ��� ,; �1�� �t ,4 Sr�� � �' � � � �� �t+ ���� .�� .�' ` r"P , � � �+�i�_ii�� �1S � � i�.+�. 7 ,. I �,t �i� �_. ' � �� t� Y ',. '�{�� ��'1� 1��11 �'i1�"���\ . `� K=�Y � G.- '� .. . . . (��y��i ��` ,',iI}�� t�.t, . t� .�...� �� � � ' '.� i ' � 1 11�, a�;:`x ? �' � ' � ' il���� ��t� �'����'1 ' ��'��) i:, •k ��} �< > � � �,,il�� � ' ,� � 'E��° ;; r�t . ( 1 �;� �` , � +� ���� �'��� �� ,�� � ,.� � '�. � � it it'z 1 �� y� �' �. ��;�, r� p. - i� . �y 1.t�. � � �i ������`����.����� �, h r�. =�a.. � I�� � t,`� �l�ll� �' �� ��?' � � a ` � '��� ����'����������11_�������}" I �� {j � a*f; �y..�}�I � �, � � � . i����,!r'��.�,4��.�� '''�;'}��{ �.:� �� s�- ��,����� 1� l; �� 1 �,1�� ,�,�,, �� �����.,Y 4 �?� �'} �, i�;�,� �li i����,�`�1��'''i��i �'�, , 1 � ,11 '� . �' t� °;�r�;`" � "..��,�� � ����r� � ���r� ������,, , _ . . ` � � � }, ,�;�, ss�� � � � . 1 �t ',,��1�� S!iy,':y ,:.� :, " �+' � ,� ,� , �l�1''�l�',i'! ;''�1 �,�,1�','. :.' , , ,� � cA�_ .� . ' ` , . ; r �� ���� ������� tl��I ���;��� , " �. � � �� , ��� � � � `t 4� ��'I������� l!1' "ti � r ', ;r; , �` l ' ,` j �� ���' ���� �� ���� �� ������'.,' � �.� , �. , � , � �,� � , ����� il � ��1������� �I���� ' ' ' { 1 �f ' � �, .. ar� . � . l ����������. r+ .d' ,t�' ' °�. !��•� . � �+��I���� i��,+'1�"�' �',;,�' '� w; > , `"� 'i�,t'�',1�,', r�� �.�'�,,�� . � �i��� � �,��i� ���1 � �. .* yai_� . .; . �- �:f �y.. . �t ,:�� 1 � • �� �' � �.._" ���� �{ •�� , - � .�-. . . . _ _���G�':aMk� � � ��;a+�^�.� ny °.. ��•,�w,s. "�.��'*_t_L...�,}a.�d ��` `• .«.wriw*1e. ��r.�...+M��„�,. , � '��,r,��A. . ► *+�"'"'�r�11.' --:.µa t.' _ 'w"" `� � . . . . _., --�- •-�"�t_-a.n.��� _ .�.. f � � _� - - _ _ oo _ _ � - - - - - - m - - - a � _ � a v0000Ev � ��tr p� _ _ _ _ _ - _ _ _ _ _ � - �� �r � _ - ,� E a -Q a � � d t � E _ o3J- �a < _ _ & _ 3� _ _ _ _ - - m _ - = i��wr$ S�p` - - � � _ - e �� ��v ' e 68 � Bpoo3 ; Y ap = _ �_ _ +�' __ - _ _ - - - °W- E - � �Si�& > - LL � [ S�`"� G S e "'_ E ` - R "' Svi _ _ _ `c� ua'�iF � c 3 3 3L 39 39 ' . e Larson Engineering,Inc. 2801 E.Enterprise Avenue,Suite 200 Appleton,WI 54913-7889 920.734.9867 Fax: 920.734.9880 www.larsonengr.com Larson Sunroom Addition 1664 Nebraska Street Oshkosh, Wisconsin Structural Calculations B ook 1 of 1 Calculation Release #1 Four Seasons Sunrooms 2100 American Drive Neenah, WI 54956 ``````,`�����c,��,N,,��������''' ..�,� S•y - , * s��r,s. = _ ENDTER _ � + 'D E-34634 � � �y MENAS � � p WI /l �•c+� ? �'�i���`S'S���A /1 � ��///��fjJl��«1 U1��� O� Larson Engineering, Inc. Appleton, Wisconsin Project Number 31100167.000 O 2010 Larson Engineering,Inc. All rights reserved. • � Larson Engineering Inc. SUBJECT ����� �E►3�2A�K-/� SHEET NO. OF ' ' 2801 East Enterprise Avenue,Suite 200 ----- •Appleton,WI 54913-7889 ST' PROJECT NO. 3�\pp�(�'� 920.734.9867 Fau:920.734.9880 0���p�µ —1_\�/ Z BY �� DATE �.Z�—l C www.larsonengccom - �`3—\� Larson ___.�_:� F�OIZ �F Q�SEWAI. L.. F�� Ar�� IvG. ,$�.A N ZL1U M �`-� -� Qs� wa�� r SL - 3u eaF �S PS F P-uo'F ��u z Ol_< lu pt\� �-L= �v P S F �i � 1 �l o �Zl ��—��, R� -------_—_— " � � � ! � ` � � � ` F � ; j � ; � � f I � � p : � � � � � ' i '� � { s i E �3 i � . �3 � � � � ' k L iC ' � zw ; . { ; j � 34 � i ; j �h I � �r b� P4 � / �4' ,: �� I �� �.._.�., ----_ _.._ _. __ - -- -- V. �_�__.___ "—_.__,� -- -—__ _. _ .-._. �. � t. _ __----� --- -.—�. s � ' `" � ' � ' � � n � ; : r � � ;' ' � � � ' , I ; �;=;� ; � � � � r � i � I � ; ID`:� � � � � � ��. t � � �-3 S co��NrcR- P�rT �� d�_{ ����,+1'�� ,r, .��.��` �S�f 't �L)����'"�} � S�S � \ y- .� �,�� — � � � > c3�� - �6� � $aa R�e6.��� �..�-.,. p�� ��.�� �8_�<<.�}!�ty� t- �!�� l3.�. )��1 � �`-�5 � � z z z �ZL.�..° ` 1� ���vj ° `��0�' Z 5 c� `��aT1v-�J�Ptr� R�oL= (���t 1�8Z_� �1� 1} 0��� `a���� � �'`�V� \ `���-�-` � �� ) �3°� ` `t`i s`� ��s ��„�� �����, }�3����� �-���)�-�1 = ��s � �,�,��z � � � ��,,�-��� -_ zs�-� I • � Larson Engineering Ina SUBJECT `�(�1�,. �j� g����� SHEET NO. OF ' ' 2801 East Enterprise Avenue,Suite 200 - - ----- •Appleton,WI 54913-7889 _ S'l � PROJECT NO. ��\pp(�-� 920.734.9867 Fax:920.734.9880 O�1-t 1�c�,t`�-i �w� BY B E DATE ��Z�_\O www.larsonengccom - - --__ 5-3, �c Larson —�' �(_�o\Z ���I�tw � N L, -7�iSTS 2 fc�O co�(o' o.c. '�� s-� .� �^/ o.�s C�.0 ✓ � : o.���' d \ul_4..-- � �oo W_ 1.331w I ��S a�.F 31S QL ._. `N��=\.?3�4J�=5S F�,�= — ��c.E g�•A,,.,.r � R4. �S R' We�.` �� (�SIt �-I�I �3oPL� t.� � L.S' �,5� � w��° i � �.0� = �, eLF � �—� � w --------`� \O`-o` j C1> 'lx\� SPF �1/isZ t-��.nrc,E�� � ��PN�.(�. pa�T�P/�A. NuT POE.��A_°.� 1S° 475 1.�� >4 v 1`tS g�s- ,,�+� Zk�� S P F 'l`\' � Z S`t�nPS u N N v�C"L l U-Z„ p-iu�1,p✓ ,Zi� u���..� c.s��vc�ePl-t�l Fl../i N(„� �Ac�i,,.u t.�.N T l-�^t�J L.�.P� c FaP ; 1��ZS'�'' ck 1a,61 ` �}1p R� At� �1 ,�, o�� ��' � ���.� ���, � = c•; ���� � 2 I - W W`4= ( �` `F�� � 2u� P�F _....._ _.._..___ _-- � � � 5.�5` � S�1S' ��° `;."�a t a ��o �z��u�o sPF �-�fw Z, �t3o �.,`-k�?o `�3 0 sE� Fo��.�w�Nl, sr���. � , � Larson Engineering Inc. , 2801 E. Enterprise Avenue Suite 200 Appleton, WI 54913 Rev: 580004 User:KW-0602740,Ver5.8.0,1-Dec-2003 Multi-Span Timber Beam (c)1983-2003 ENERCALC Engineering Software 1664 nebraska street.ecw:Calculations Description (2) 2x10 End Beam General information Code Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Spruce-Pine-Fir,No. 1/No.2 Fb: Basic Allow 875.0 psi Elastic Modulus 1,400.0 ksi Spans Considered Continuous Over Support Fv: Basic Allow 135.0 psi Load Duration Factor 1.000 Timber Member Information Description Span ft 5.75 5.75 Timber Section 2-2x10 2-2x10 Beam Width in 3.000 3.000 Beam Depth in 9.250 9.250 End FiXity Pin-Pin Pin-Pin Le:Unbraced Length ft 1.33 1.33 MemberType Sawn Sawn Loads Live Load Used This Span? Yes Yes Dead Load #/ft 65.00 65.00 Live Load #/ft 200.00 200.00 Point#1 Dead Load Ibs 845.00 Live Load Ibs 990.00 � X ft 5.750 Results Mmax C�3 Cntr in-k 7.4 7.4 C�3 X= ft 2.15 3.60 Max� Left End in-k 0.0 -13.1 Max� Right End in-k -13.1 0.0 fb:Actual psi 307.2 307.2 Fb:Allowable psi 959.8 95g,g Bending OK Bending OK ShearC� Left k 0.57 0.95 Shear� Right k 2.79 0.57 fv:Actual psi 39.9 40.5 Fv:Allowable psi 135.0 135.0 Shear OK Shear OK Reactions & Deflection DL� Left k 0.14 � 1.31 LL @ Left k 0.43 2.43 Total @ Left k 0.57 3.74 DL C�3 Right k 1.31 0.14 LL Q Right k 2.43 0.43 Total @ Right k 3.74 0.57 Max.Deflection in -0.010 -0.010 � X= ft 2.41 3.33 Query Values Location ' ft 0.00 0.00 -� .: Moment in-k 0.0 -13.1 Shear k 0.6 1.0 Deflection in 0.0000 0.0000 i � ��S�a�� � � � , . ., ., The LCE4's universal design provides high capacity while eliminating the need for rights and � lefts.For use with 4x or 6x lumber.LPCZ—Adjustable design allows greater connection versatility. ��—� 5�� � MATERIAL:LCE4-20 gauge;AC,ACE, LPC4Z-18 gauge;LPC6Z-16 gauge � 2,h • . ,� LPCZ , FINISH:Galvanized.Some products available in ZMAX�coating and stainless steel; � , _� � o see Corrosion Information,page 10-11. � ' �oo 0 0 INSTALLATION:•Use all specified fasteners.See General Notes. ; Z,�f � •Install all models in pairs.LPCZ-2�h"beams may be used if 10dx1 Yz"naiis are 5�„ � substituted for 10d cammons. � '• � o °o ° o CODES:See page 12 for Code Reference Key Chart. �'�W�,��ya'� `�;�?�.These products are available with additional corrosion proteciion.Additiona/products on -"' this page may also be available with this option,check with Simpson Strong-re for details. �/��I a•ryP. �'�" Total No. Allowa6le Loads ; � • -, Typical LCE4 Instatlation Model Dimensions Fasteners (160)' Code ; � •, • �• � • •� �' (For 4x or 6x lumber) d No. Ref. � �,�" . . �,E-_.__...___-.----______._.___ 4 a W L Beam Post Uplift Lateral ! y � AC4(Min) 39/,e 6�/z 12-16d 8-16d 1430 715 � ( 1 � Q0 112,L20,F11 2�' . AC ��, i pp � AC4 Max) 39/,s 6�/z 14-16d 14-i6d 2500 1070 � ° o�I '' i`' �, % y AC4R(Min) 4 7 12-16d 8-16d 1430 715 � �- ` � AC4R(MaX) 4 7 14-16d 14-16d 2500 1070 112,F11 .—W�'�',�' ' ?i �+ � ACE4(Min) — 4Yz 8-16d 6-t6d 1070 715 i' � ACE4(Max) — 4�/2 10-16d 10-16d 1785 1070 112,L3,F11 �ate�a� � a„ � — : f LCE4 53/s 14-i6d 10-16d 1425 IP1,160 4� z� _� � AC6(Min 5�/z 8�/z 12-16d 8-16d 1430 715 ; '� r � AC6 Max) 5Yz 8�/z 14-16d 14-16d 2500 1070 �12,L3,F11 �" { �i AC6R(Min 6 9 12-16d 8-16d 1430 715 �12 F11 ! R�9n� ° �en � �� ' Typical LCE4 AC6R(Max) 6 9 14-i6d 14-16d 2500 1070 Typical ACE i Corner Installation � ACE6(Min) — 6�/z 8-16d 6-16d 1070 715 , Installation ' —�&ee-nete-�}-_ I � ACE6(Max) — 6Yz 10-16d 10-16d 1785 1070 112,L3,F11 � � � A..__.""""'_'__""'__'.___... .; � LPC4Z 39/,s 3Yz 8-10d 8-10d 760 325 112,F11 f � � 7.LCE4 uplift load for mitered comer conditions is LPC6Z 59/,s 5'/z 8-10d 8-10d 915 490 112,F11 985 Ibs.(DF/SP)or 845 Ibs.(SPF). 1.Allowable loads have been increased for wind or 4.MIN nailing quantity and load values—till all round holes; 8 Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/ earthquake load durations with no further increase MAX nailing quantities and load values—fill round and triangle holes. veneers.Values in the tables reflect installation into the allowed;reduce where other load durations govern. 5.Uplift loads do not apply to splice conditions. wide face.See technical bulletin T-SCLCOLUMN for values � 2.Loads apply only when usetl in pairs. 6.Spliced conditions must be detailed by the Designer to on the narrow face(edge)(see paqe 191 for detailsJ. 3.LPCZ lateral load is in the direction parallel transter tension loads between spliced members by means 9.NAILS:16d=0.162"dia.x 3�/z"long,10d=0.148`dia.x 3' to the beam. other than the post cap. long.See page 16-17 for other nail sizes and information. . . '� .r PC antl EPC caps provide a custom connection for post-beam Piiot noies ror combinations at medium design loads. ', manufacturin9 purposes �I tera� MATERIAL:PC-12 gauge;PC-16-16 gauge ! (Do not install botts) � �a o FINISH:Galvanized.Some products available in ZMAX coating; �Typ� ��2 m � m ^ o see Corrosion Information,page 10-11. � a ` a � • 3h� o ° w INSTALLATION:•Use all specified fasteners;see General Notes. % � ° � � ¢ •Do not install boits into pilot holes. � �. _��� �� a �� P � � " � OPTIONS:•For end conditions,specify EPC post caps,providing .�r'� o� Typical PC z dimensions are in accordance with table;see illustration. �� Post Fian9e ° Post Cap ¢ •Some PC and EPC models are available in rough sizes. seam , m � ' � �. F�ange Installation g •For heavy duty applications,see CC antl CCa series. Fian9e ��� '� geam ° CODES:See page 12 for Code Reference Key Chart. ,�,NZ � ��3�'� � t;;:M>These products are available with additional corrosion protection.Additiona/products on P� � m� ��'1 z ¢ -� this page may also be available with this option,check with Simpson Strong-Tie for details. �° � Z Dimensions Fasteners Each Side Ailowa6le Loads mc � Model M1°' Surfaces UpliftPC/EPC Lateralz W � ° �FPast Typical EPC Code �ge End Post Cap No. Post W W �� �2 L3 Post Beam Beam pC EPC Ref. �� Installation o Size � 2 Flange Flange (160) � Flange PC EPC (160) (160) 0 o �� PC44-16 4x4 39he 39/,s 25/8 11 7�/,s 4-16d 6-16d 4-i6d 1000 925 1000 1.Allowable loads have been increased for wind or � PC44 4x4 39/,e 39/,e 2�/e 11 75/,e 4-16d 6-t6d 4-16d 1700 925 1070 earthquake toad durations with no further increase " � PC46-i6 4x6 39/,s 5�/z 2�/e 13 9�/a 4-16d 6-16d 4-16d 1000 925 1000 aliowed;reduce where other load durations govern. PC46 4x6 39/,s 5�/z 2�/a 13 9'/a 4-16d 6-16d 4-i6d 1700 925 1070 2.Lateral loads are in the direction parallel to the beam. PC48-16 4x8 39/,s 7�/z 2�/e 15 11�/< 4-16d 8-16d 6-16d 1000 1475 1285 3.Allowable loads are for nails only. PC48 4x8 39/,e 7Yz 25/e 15 11Y< 4-16d 8-16d 6-16d 1700 2075 1610 4.Uplift loads do not appiy to splice contlitions. � PC64-16 4x6 5�/z 39/,s 49/�s 11 73/a 4-i6d 6-i6d 4-16d 1000 925 1000 112 5.Spliced conditions must be detailed by the Designer L20, to transfer tension loads between spliced members PC64 4x6 5Yz 39/�6 49/,s 11 73/8 4-i6d 6-16d 4-16d 1700 925 1070 F11 by means other than the post cap. PC66-16 6x6 5�h 5�/2 49/,s 13 9�/a 4-16d 6-16d 6-i6d 1000 925 1285 6.Structural composite lumber columns have sides that show , PC66 6x6 5�/z 5�/z 49/,e 13 9'/a 4-16tl 6-16d 6-i 6d 1700 925 1610 either the wide face or the edges of the lumber strands! ' PC68 6x8 5Yz 7�h 49/,s 15 11�/a 4-16d 8-16d 6-16d 1700 2075 1610 veneers.Values in the tables reflect installation into the wide i i PC84 4x8 7Yz 39/,s 69/,e 11 73/e 4-16d 6-16d 6-16d 1700 925 1610 face.See technical bulletin T-SCLCOLUMN for values on i PC86 6x8 7�/x 5�/z 69/,e 13 9�/< 4-16d 6-16d 6-i6d 1700 925 1610 the narrow face(edge)(see page 191 for details). i PC88 8x8 7�/z 7Yz 69/,e 15 11�/a 4-i6d 8-16tl 6-16d 1700 2075 1610 7.NAILS:i6d=0.162"dia.x 3�/z long.See page 16-17 for other nail sizes and information. 5 � - Larson Engineering Ina SUBJECT (L(,� h!F2(x_.A. S��_ SHEET NO. OF ' ' 2801 East Enterprise Avenue,Suite 200 �Appleton,WI 54913-7889 _ �T' PROJECT NO. ��1 O O\�"� 920.734.9867 Fax:920.734.9880 o S�.r\-1 �� �_ BY E DATE \—l Q www.larsonengr.com -- � � �-�---- 5�3,�4� Larson —� c o�t c iz E<-f� �l��Z '��.�.�v p p.-�� �J S -- AT �Z l ��.•t�� r+� <a ci ni�R S '�L„= �•tu -t ��5 = l���S 1� L�� �130 -t �cDS � \�3g., � ^n� N � T L. - _ 2..`� \U__� 1.�-6 S F /�1z� P z.�o� o PSF � ��Q` J l8`�c� hzL.1�= t� $ SF ak V.S�- �Z. � �oN c..\LE�^E. S�N At`C�n.Q E l��-��FO 0�T �� ��l�t� M��� `���' i�� C3 o Tf o� ` ���.. `, ) ,�„��nLE �o��r ��N uL = ��3 � o � �L � Z,�� �� � M��v • T L'`' 3_``i`'�C.°___ : �� �'1 S F hzE A Z�u�u �SC` 0.�y�` D �1.S� �Z � �S �oN v,zE T F= S u ti1/a T�13 E V�� �.�F-� ot,.r T� l`t�,, � �.,..��, Sl A. J��- Q ca'ZT-d e,,� �t�►�� � . i • , • ' , ' , , i � � � � The larger LTP5 spans subfloor at the top of the blocking � '�,I.� 1 ' � � or rim joist.The embossments enhance performance and the f�'���j6 I `�1��e' �����a' a'h'---� min/max nailing option allows for design flexibility. I � The LTP4 Lateral Tie Plate transfers shear forces for top ° � � ° I�� P 0 � ° plate-to-rim joist or blocking connections.Nail holes are � 0 , 9 1 j 3� 0 I �,. I g ' spaced to prevent wood splitting for single and double top e I� � Z� , A F;- -; plate applications.May be installed over plywood sheathing. �� ° ��' e � �' � ° The A35 anchor's exclusive bentling slot allows instant, � � e ,� ``0 0 I � I � s,,e accurate field bends for all two-and three-way ties.Balanced, 0 . � completely reversibie design permits the A35 to secure a � ' ur� ���' 0 I � I ~ o � great variety of connections. � A34 � .. P � � • MATERIAL:LTP4/LTP5-20 gauge;all others-18 gauge � f.---3� � @ P 0 I I ° FINISH:Galvanized.Some products available in stainless steel � BP/ ° 0 or ZMAX�coating;see Corrosion Information,page 10-11. m ��y4 -' 0 INSTALLATION:•Use all specified fasteners.See General Notes. � o '� A35 LTP5 •A34—Use 8-8dx1�/2 nails. � _ . ' m ° aYe' •A35—Use 12-8dx1 Y2 nails.' � . _.... . ` �' PU,hu+E�'� �.. '�A35—Use 9-8tlx1 Y2 nails for connection types Ai,E,C�. � m � •A35—Bend one time only. � 0 � m •LTP4—Use 12-8dx1�h nails. ( •LTP5—Use 12-8dx1��nails;G Max use 14-8dx1��nails. � m 0 J�'�o ' CODES:See page 12 for Code Reference Key Chart. � LTP4 ; _.__._ _.--____ __.�..__--._�. _. ___ ___._ , � ^ _.__._._ ____� __,.__. _....--___ , � These products are available with additional corrosion protection.Additional products on Joists to Plate Studs to Plate this page may also be available with this optron,check with Simpson Strong-Tre for details. with A Leg InSide With B Leg Outside i DF�SP SPF/HF Model Type of Direction Allowable Loads Allowable Loads Code No. Connection of Load Roor Roof ( � Floor Rooi (160) Ref. (1D0) (125) 160 (100) (125) �: A34 0 F� �J 1 :, ,�, F2s ;c� 3;i :4..G �fl p • � At E �.�, �36!; tg� �:>� , ;i �� �� ;i� �i� s: `s� � A2 !{' '`` IP F1321' Joists to Beams Ceiling Joists to Beam l; A35 ❑3 �p ;:` ' „ D ;i ;) ', � F� n4 ac, :; )r. �Ft �A� F26 �,!; Clt` �� 7 � G 515 645 670 ' S� o IU� � �-_; LTP4 05 - 114, I:a \y . �� � H 515 645 670 �; L21,F13 °�I°° �, � F �' LTP5 ❑6 G ';�` '�' �0 2 � o� IP1,F25 � 0 H n; �,tF; �,�; � � � . 10 A34 ❑2 A35 ¢ � 1.Allowable loads are for one anchor.When anchors are installed on each side of the joist, a ythe minimum joist thickness is 3'. � � � 2.Roof loads are 125%of floor loads unless Iimited by other criteria. . :�.' z IF, , 3.Some illustrations show connections that could cause cross-grain tension or bending z a of the wood during loading if not reinforced sufficiently.In this case,mechanical �A2 � reinforcement should be considered. o �' 4.LTP4 can be installed over 3/e"structural sheathing with 8dx1Yz nails and achieve �� o p"' r r ' 0.72 of the listed load,or over Yz'and achieve 0.64 of the listed load.8d commons � Z will achieve 100%load. �,�D° o � 5.The LTP5 may be installed over structural sheathing up to�/�"thick using 8dx1�/z nails � � with no reduction in load. 0° ` ' FZ o 6.Connectors are requiretl on both sides to achieve fz loads in both directions. � A35 4�A35 a 7.NAILS:8dx1�/�=0.131"dia.x 1 Yz'long.See page i 6-17 for other nail sizes and information. � 4 N O O Q T O N � � �___ U � r--► H �.. . �� � : ,i��� :� a � � LTP4 attaching ° � Top Ptates to � LTP4 Installed over Rim Joist � Chimney Framing 0 plywood Sheathing ❑6 LTP5 instalted over Plywood Sheathing 2 N /10 /2010 /THU 01:55 PM .•X �� Ve" P. 001 Plip P),e )3 �`7> , )14-4) /7 / cDo/071. - 7 /7/- Jr). A Y74-64e7- /x/ee /4/-g- "P+71) AVY_ /4570b7.- /120- ,50 :ate RocaA 77 c) e Received Time Jun. 10. 2010 1:48PM No.1435 JUN /10 /2010 /THU 01:55 PM FAX No. P.002 cl v e REScheck Software Version 4.3.0 Comp Cert Project Title: JEFF & LISA HOGUE RESIDENCE Energy Code: Wisconsin Uniform Dwelling Code 2009 Location; Winnebago County Conditioned Floor Area: 2598 ft2 Glazing Area Percentage: 19% Climate Zone: 6 Construction Site: Owner /Agent: Designer /Contractor: UDC CeLlrm;lidnc�: Fails on UA trade -off Compliance: Maximum UA: 339 Your UA: 350 Gross Cavity Cont_ Glazing UA Assembly Area or R- Value R -Value or Door Perimeter U- Factor Calling 1: Flat Ceiling or Scissor Truss 1239 38.0 0.0 37 Ceiling 2: Cathedral Ceiling (no attic) 135 28.0 0.0 5 Wall 1: Wood Frame, 16' o.o. 1476 19.0 0.0 80 Window 1: Wood Frame:Double Pane with Low-E 144 0.340 49 SHGC: 0.30 Wall 2: Structural Insulated Panels 274 18.0 3 Window 2: Metal Frame with Thermal BreaK:Double Pane with 184 0.250 46 Low -E SHGC: 0.30 Door 1: Solid 38 0.140 5 Basement Wall 1; Solid Concrete or Masonry 1280 0.0 5.0 112 Wall height 7.7' Depth below grade; 7.0' Insulation depth: 7.7' Window 3: Wood Frame:Single Pane 11 0.870 10 SHGC: 0.30 Floor 1: All -Wood Joist/Truss :Over Outside Air 10 30.0 0.0 0 Floor 2; All -Wood Jolst/7russ :Over Outside Air 120 42.0 0,0 3 Furnace 1: Forced Hot Air 92 AFUE Heating Equipment Sizing Summary General information Outdoor Design 'Temperature -15 deg Conditioned Floor Area 2598 ft Average Ceiling Height 8.0 ft Infiltration Rate 0.50 Normalized ACH Equipment Oversl2ing Factor 15.0 % • Loads Summary � Conductive Losses ! 29736 BTU /hr Infiltration Losses 15900 BTUIhr Overslzing Factor Losses 6845 BTU/hr Total Building Heating Load 52481 BTU/hr Project Notes: ENERGY CALC IS BEING DON TO SEE IF FURNACE IS BIG ENOUGH Project Title: JEFF & LISA HOGUE RESIDENCE Report data: 06/10/10 Received Time�aJun, 10. 1:48PM No. 1435 Page 1of5 JUN /10 /2010 /THU 01:55 PM FAX No, P. 003 TO ACCOMADTE THE 10 X 12 SUNROOM ADDITION. THE ENERGY CALC WILL SHOW IT FAILS BECAUSE OF 1" FOAM ON FOUNDATION THE CURRENT FURNACE IS 60.000 BTU Prni I TWA. .IFFF R LIRA HOGI IF RFSIIIEN(:P Report date: 06/10/10 Received TimenJun. 10.42010 1:48PM No. 1435 Page2of5 malizLey x. M EXISTING 11 %" TJ I @ 16" OC M 2')_L CATIONS: ATTACH BEAMS TO 6x6 P.T. POSTS W/(2)SIMPSON LCE4 POST CAPS FILL ALL HOLES W/ 16d NAILS ATTACH (2) 2x10 EDGE BEAM T SIDE OF (2) 2x10BEAM WISIMPSON HUSC210-2 CONCEALED FLANGE FACEMOUNTHANGER iii TYP (2) LOCATIONS SCALE: 1/4"=l'-O" LO NEW LOCAT�IONS: SUNROOM C� S1.0 - 1 00 CIO F- _ RELOCATED 4 AIR COND UNIT MINIMUM (2) 2x P.T. EXISTING WINDOW WELL TO REMAIN CONCRETE PIER 121-0" CD -1 I— malizLey x. M EXISTING 11 %" TJ I @ 16" OC M 2')_L CATIONS: ATTACH BEAMS TO 6x6 P.T. POSTS W/(2)SIMPSON LCE4 POST CAPS FILL ALL HOLES W/ 16d NAILS ATTACH (2) 2x10 EDGE BEAM T SIDE OF (2) 2x10BEAM WISIMPSON HUSC210-2 CONCEALED FLANGE FACEMOUNTHANGER iii TYP (2) LOCATIONS SCALE: 1/4"=l'-O" M �: 1 09 Y OSB/PLYWOOD WALL SHEATHING LAPPED ONTO (3) 2x12 P.T. BEAM (N HORIZONTAL JOINTSi (3) 2x P.T. m1lim Loa I 16d NAI LS TO OBOARD & BLOCKING & (6) 10d ILS TO BE&I►11 MOVE EXISTING WALL SHEATHING AT *OR LEVEL AT NEW BEAM & LEDGER ISTING 11 %" LSL RIMBOARD 1 17/-,, BL min SECTION 2 SECTION 3 SECTION 4 -� PLAN VIEW ('- S1•0 S1.0 @2010 Larson Engineering, Inc, All rights reserved, ATTACH INSIDE FACE OF (2) 2x6 KNEEWALL STUDS BELOW RIDGE LAP 2x6 DOUBLE TOP PLATE OF BEAM POST TO KNEEWALL AT CORNER & ATTACH 2x6 BOTTOM PLATE W1(2) SIMPSON W/(5) 16d NAILS. ALSO INSTALL A35 FRAMING ANGLES W/(12) 8dx1 SIMPSON LSTA18 STRAP TIE ON NAILS EACH OUTSIDE FACE OF UPPER PLATE r2 W/(14) 10d NAILS S1 *0 ATTACH INSIDE FACE OF (2) 2x6 KNEEWALL STUDS AT END OF WALL ------- ---- - - - - -- ------ ------------- -- TO 2X6 BOTTOM PLATE W1(2) SIMPSON A35 FRAMING I ANGLES W/(12) 8dx12" NAILS EACH ATTACH INSIDE FACE OF (2)2x6 KNEEWALL STUDS ADJACENT TO DOOR OPENING TO 2X6 BOTTOM 3 i PLATE W1(2) SIMPSON A35 FRAMING 7S1.0) ANGLES W1(12) 8dx1 y NAILS EACH ATTACH 2, DOUBLE TOP PLATIE OF KNEE WALL TO ((2) 2x6 FULL ------ ------------------------ ------------------------------------ V HEIGHT STUDS BELOW EXISTING OVERHANG A RE W/SIMPSGN HGA10KT TYP (2) LOCATIONS EXISTING WINDOW REPLACED WITH FRENCH DOOR WALL FRAMING LAYOUT SCALE: 1/4"=l'-O" 8 jAJ 1C IL LOCAT�IONS: S1.0 12"0 TOP 18"0 BOTTOM MINIMUM (2) 2x P.T. x48" (SONATUBE) CONCRETE PIER TYPICAL POST BASE: CD T- SIMPSON ABU66 x W/518" 0 x6" SIMPSON TITEN HD CY) Ci SCREW ANCHOR TO CONCRETE -A C\j PIER & (1 16d NAILS TO POST co 2x 10 P. @ 16" OC: 2x10 P.T. EDG R M �: 1 09 Y OSB/PLYWOOD WALL SHEATHING LAPPED ONTO (3) 2x12 P.T. BEAM (N HORIZONTAL JOINTSi (3) 2x P.T. m1lim Loa I 16d NAI LS TO OBOARD & BLOCKING & (6) 10d ILS TO BE&I►11 MOVE EXISTING WALL SHEATHING AT *OR LEVEL AT NEW BEAM & LEDGER ISTING 11 %" LSL RIMBOARD 1 17/-,, BL min SECTION 2 SECTION 3 SECTION 4 -� PLAN VIEW ('- S1•0 S1.0 @2010 Larson Engineering, Inc, All rights reserved, ATTACH INSIDE FACE OF (2) 2x6 KNEEWALL STUDS BELOW RIDGE LAP 2x6 DOUBLE TOP PLATE OF BEAM POST TO KNEEWALL AT CORNER & ATTACH 2x6 BOTTOM PLATE W1(2) SIMPSON W/(5) 16d NAILS. ALSO INSTALL A35 FRAMING ANGLES W/(12) 8dx1 SIMPSON LSTA18 STRAP TIE ON NAILS EACH OUTSIDE FACE OF UPPER PLATE r2 W/(14) 10d NAILS S1 *0 ATTACH INSIDE FACE OF (2) 2x6 KNEEWALL STUDS AT END OF WALL ------- ---- - - - - -- ------ ------------- -- TO 2X6 BOTTOM PLATE W1(2) SIMPSON A35 FRAMING I ANGLES W/(12) 8dx12" NAILS EACH ATTACH INSIDE FACE OF (2)2x6 KNEEWALL STUDS ADJACENT TO DOOR OPENING TO 2X6 BOTTOM 3 i PLATE W1(2) SIMPSON A35 FRAMING 7S1.0) ANGLES W1(12) 8dx1 y NAILS EACH ATTACH 2, DOUBLE TOP PLATIE OF KNEE WALL TO ((2) 2x6 FULL ------ ------------------------ ------------------------------------ V HEIGHT STUDS BELOW EXISTING OVERHANG A RE W/SIMPSGN HGA10KT TYP (2) LOCATIONS EXISTING WINDOW REPLACED WITH FRENCH DOOR WALL FRAMING LAYOUT SCALE: 1/4"=l'-O" 8 jAJ 1C