Loading...
HomeMy WebLinkAboutstructural notes �"�r�ps&�nes . � . � � ! �� , , ; e I � �=.4 0 ogoYo • 1� q 0 0 �`' Plate nai for e �.� laterall ds : onl stud to sill ~H 0 I tallalia� W�. y � a i t en t o di o u b l e � H8 attaching � H o i s t t d o u 6 l e � to p plates (4-8d into p/ate, t o p p i a t e s � � H10S Installation 5-8d into stud) � � AVOID A }��. �� MISINSTALLATION 0 0 � e o Bd CO ONS TO � �� o e'���'p�q �,FIIL ONE OF R ���;; T E HOLES TO Ht4 a ' i Plat¢nailS fOf � OM FLANGE. •� �. '�p.� oaniyai ioads �;N � o�dou stallat' a .e N� • '�—. ,,. � top plates o . � H10S Installation � H10-2 Installation �� � with siud oftset � (H1 iZsimilarJ � H14 !` � H10 optional positive angle nailing connects shear blocking to rafter. Installatfon �a•a•• eacornMONsroH�,oen. Do not make your own Use 8d common nails.Slot allows maximum field-bending up to to double FILLALLTHflEE holes or overdrive nails! TRIAN6LE HOLES a pitch of 6/12,use 75%of the table uplift load;bend one time only. 2x header TOSTRAIGHTFNED � BOTfOM FLANGE. Considerations for Hurricane Tie Selection Hurricane Tie Installations to 1. What is the uplift load? Achieve Twice the Load (Top View) 2. What is the parallel-to-plate Ioad1 3. What is the perpendicular-to-plate load? waL� 4. What is the species of wood used for the rafter and the top plates? �PLL �PLL TOP (Se/ect the load table based on the lowesf perlorming species of wood.J p�qTE PLATE P�TE 5. Will the hurricane tie be nailed into both top plates or the upper top plate only? 6. What load or loads will the hurricane tie be taking7 ' Allowable simultaneous loads in more than one direction on a single connector must be evaluated as follows: Design Uplift/Allowable Uplift+Design Lateral Parallel to Plate/ • Allow2ble Lateral Parallel to Plate+Design Lateral Perpendicular Install diagonally across Products can be on the Nailing into both sides of to Plate/Allowable Lateral Perpendicular to Plate<1.0. from each other for same side of the wail a single ply 2x truss may � minimum 2x truss. provided they are cause the wood to split. � configured as shown. y : 7. Select hurricane tie based on performance,application,installed cost and ease of installation. Q0 � f�_A• � � The VB provides lateral resistance force at the bottom of beams 2'h'� when installed approximately 45°or more to the verticai plane. MiN. MATERIAL:12 gauge FINISH:Galvanized HANGER INSTALLATION:•Use specified fasteners.See General Notes. NOTSHowro •16-N54A fasteners are included with the brace. •��' CODES:See page 12 for Code Listing Key Chart. �r i SIX N54A �# ; _----_ _ _– ___ . _ __ .. ; NAiLS �lodel H � Fasteners Allowable Tension Loads' Code Np. (Beam Depth) (Total) Floor(100) Roof(125) RB�. ONE N54A V85 10'-15" 5' i6-N54A 990 1240 IN EACH TAB � V87 15'-22'fz' 7' 16-N54A 990 1240 ��, TWO N54A V68 2214'-281�' 8' i6-N54A 990 1240 3'39'88' � ACCOMMODATES IN SEAT 121 BEAM WIDTHS OF VB10 28'fl'-36' 10' 16-N54A 990 1240 ' 3��^TO ioy.° VB12 36'-42" 12' i6-N54A 990 1240 1.Roof loads have been increased 25%with no further i�crease allowed. TypiCal VB Insiallation 169 �>•: *+�,�-,. . . W�::;�.'::�� � � Straps&Ties � � <.� � � _ � . , � ► , i , , � , __"_—�I ' The larger LTPS spans subfloor at the top of the blocking ���,fi�'I"���j�s, �-1��+� ��'��s',_I � 4� — or rim joist.The embossments enhance performance and the I'" I~ 1 0 �, } X I i min/max nailing option allows for design flexibility. �0 0 o I I � I � � i ° I � The LTP4 Lateral Tie Plate transfers shear forces for top , � ' �d I m � � " e � � 3 ° � plate-to-rim joist or blocking connections.Nail holes are 0 a I � I o spaced to prevent wood splitting for single and double top ,� m 2; (�� I m o plate applications.May be installed over plywood sheathing. � j �� I v� I m s'" The A35 anchor's exclusive bending slot allows instant, ° '� � z � accurate fieid bends for ail two-and three-way ties.Balanced, o ° �' j; � � �°� ��FN��,NF �'1��� 0 I � I ° � completely reversible design permits the A35 to secure a A34 ` a 0 a �, � 0 I �, I 0 � great variety of connections. ---{ � . MATERIAL•LTP4/LTP5-20 gauge;ali others-18 gauge �----3� —i `� P e e 0 � ° — FINISH:Galvanized.Some products available in stainless m o I `� °, � steel or ZMAX�;see Corrosion Information,page 10-11. �rnn m I A35 LTPS INSTALLATION:•Use all specified fasteners.See General Notes. ° +A34-Use 8-Sdxi�/z"nails. m ° 4�i• •A35-Use 12-8dx1Yz'nails. a^'�""E� o •A35-Use 9-8dx1�/z"nails fof connection rypes Ai,E,C�. m � �� F?�� � • <. •A35-Bend one time only. � m •LTP4-Use 12-Sdxi�/z'nails. ° � ' � m � •LTP5-Use 12-8dx1�/z"nails;G Max use 14-8dxlvz"nails. m A CODES:See page 12 for Code Listing Key Chart. LTP4 � Joists to Plate Siuds to Plate ;Y , These products are available with additional corrosion protection.Additional products With A Le IIISIde With B Leg OUtSlde on this page may also be availa6le with this option,check with Simpson lor details. g DF/SP SPF/Mf Model Type of Direction Al�owable Loads Ailowable Loads Code ' No. Connection af Load Floor Raof Floor Roof Ref. � (100) (125) (133/160) (100)(125) (133/160) � � F� 345 365 365 295 315 315 � �, ' � A34 �� FZ 280 280 280 240 240 240 . �t�{ R'. A�,E 260 320 335 225 275� 290 ��"� "� � � � � �- � Ct 170 170 170 145 145 145 3 gg Az 260 320 345 225 275 290 68,121, Joists to Beams Ceiling Joists ia Beam � A35 ❑3 C2 260 315 315 225 270 270 140 j } 0 150 150 150 130 130 130 j F� IA� # F� 450 450 450 450 450 450 r�k ' ���. � Fz" 515 645 685 3r) 3;�0 600 x�aa:� �� �.,��'; ',� i:E.ax�� � r � V �{� } �. G 515 645 670 445 555 595 6,30, a ,�<� ���r>> g � LTP4 [5J H 515 645 670 445 555 595 97,121 = _ _ F2 •,�,: � _ G 520 595 595 445 510 510 .. _ LTPS 06 G Max 610 630 630 525 540 540 �60 � A34 �2 A35 ; ? � H 520 555 555 445 475 475 t � _ � 1.Allowable loatls are for one anchor.When anchors are installed on each side of the joist, I F� _ °� the minimum ioist thickness is 3'. � ' - �, 2.Roof loads are 125%of floor loads unless limited by other criteria. ` �A�` �` o _ � 3.Some illustrations show connections that could cause cross-grain tension or bending ' GQ Y: � � � of the wood during loading it not reinforced sutticiently.In this case,mechanical = � . reinforcement s hou l d be consi d e r e d. �•,I p �� z� � _ 4.G and H direction only:LTP4 can be installed over 3/e"plywood with 8dx1 Yz"naits antl = achieve 72 of the listetl load,or over'/z'and achieve.64 of the listed�oad.Sd commons �` FZ ` S Z will achieve t00°/load. � A35 a A35 _ 5.The LTP5 may be installed over sheathing up to�/z"thick with no reduction in load. * 6.Connectorc� : �u0��i u?,:n hnth sides(n ���"e c,Irarlc i� - . ` 3 7.NAILS:8dxi'h=0.131 dia.x 1�h'long.See page 16-17 for other nail sizes and information. � .� �� 8 = :i ti . M1 =. 4 u 6 � "f�'�, �_ sso 1 4 +�' � -;� �� � �3 '� t�./-y �j`}� j� �' �4 � �� S r��°af ����,T . �' h�S� .h Y' # . i'+4.. � � .., N Y���� �L r c ; .h��r wL iF� . � �� f,# s F- �� 9 Pn. � r"•��,v��'��a, � ;;°.;'' ,z7h �M1'�d� �N �" ';.w� a � ' '�'d � d ` � �� :':r .:�s � h �`y"�' ri�, �� LTP4 attaching d • '`� ;,� Top Plates to � Rim Joist e . LTP4 installed over � �7p5 Installed over Plywood Sheathing 174 Chimney Framing 0 Plywood Sheathing r� . � � 1� -r�� PG�'LC•}I ?r,qr� � .-..,.. ,...e.... ... ., . ,.....�... � ' `'i}�4+'r'e`►N4/R-�"Jti� QD`F.L.F� ,.�;.. R�� - D'E`rL�G?�F t�'`i ; o'ff�Ejz-5 f.�1tr'�1t-16f1-l�W 2-i�z4ac�'�z. �:J1� '..�--"' ��'�f"t-D�it�,t�tE9 e� � (�Xl'�'tf1�E 41�hL'�rQ-�. F11lt.��OG�N17 ;Wi W�W-S i�,�ND �►.��1/k'ctoN U4iK.�I�v�M /A' T7 NEvJ P-�c$�.11`T t �+�v�- uNv� �a�-�„� ri�.JJ 13I�iF'�S'�z U,y,nsv6 ,,�/�racnw �..�L. �c �P1'*=�s:w s�cuvS� ►��� RE�u��7 2�-�� � raorrwo�� �� ��,,y,� - vV�t��aW�V�/o4 LL '(�(�k�bofN S�DrEt. .� ��^�.:� � � � -.. � � �� -- �T �a. _. :� I I A � lA .� � � � � � �`��� � � � . � �, �,,- � , !-� � \�'�. ,r� �7 W� '��`. �. �, �� �`��� �� H �'� �"�� l._t•.1�t_. X � w t� �t`�ra y� X� ,r. �1 � �' . � ��klSTl�t./�1Ej.�/ -'� �UPP�R- t.�`tl;:tr 'EXtY1`►r�C��N£k./ ---."- � t,1 PP�1� �JE,L � f e ` �� � � � '�'.MOVit`. tEX�yftc-tCt 04�-'1fitN�etr �� MAlr� t,��►r G�ctt,..�c-�G To�s't� ` A frt'�ETL 2�S'Co��-Y w�r�raCv�:'�rda 4� �'� Nk s ��vra f�,��ca��.T ------ `� � IG•- 1�fQ��s��'� L.�L t� �a� STuD ��": X ISa'TA4L ON� Pt� FuL4 NEw��T -�- z-��4x�Yz. L.s�. �.3E ��rar��¢. �.o�£ J1N7 ���;t�F• Pv�r.H BE,� -r 2- 2.x�of� 2-1��4x 5'�Lg V 1�� Y 'Yt�-lMr�£xz•s vtNtr�iZ v,rca�P�w,� H'EJ�.�r�. - oR, � i-��i4;� ��1�. PsLorL�u�. 1.5� �v Pa� x t��- ►n,��. or�� PAi�4A��.. c.1�E�'� ��`�'��... �- Pt�L� FUirL NEl4HT 't 2-1;f4^���it- F'SL..DS--1„Jt� ��b� '[C�-tMt"4r�'.a'-S �w,jl�.`�'i�'j 1����t��� '��a.��-- A SfJv�� hNY! fifG4,GY�t PO}2�l� f�i�lt� $ 2^2�cfi o�. Z-�'���C�'f�. �'�!. O�x..�.�1�.. ►��,�'Sl'�iMt"l"�"zS UND�tx-YdtNS�w! N,Ch��t'�y. �F1�,�-�(,'�'.,�{�t = �4��1��--- . __....._._.._ i bs�3i�jr caftil�r thut�e�1 pl�A, �!#�t{Ch�r Y�i•U:"t Yts19�Rff3�i�^4a{!:?�! ri142�`!toti!$���1l� ___.------ ��+►��.-�► �nd th�i I a� � ��jr ��t� V�tRI DC�j�t Y��t...�. _ �=� �rt�i+er th;� �s��� �q�!�8 I�t�t��t �'its�±eeot� ��-5 L�rl�€i*t �,.I��� �a�: i�a: �/5� ,�.�. '"�It�A � ,;�•� r C��c'taG; "1',`� . +7 � -Lr.��u.tiet'��� .5,�.,� s���l�� , i�7-r��_ �n�•e l.-r-*` " l.�. __ .__. i i , � ♦ � I � '� '; J i , Q , W j r � 3 � � p -j � , 3Z (""' � p 2 � � z � � O � � � a - � A x� . � M� J o Z o � Zi � � o � �' �� � �,� , � � . 7 ° � �� w � s � z � M � ' r'`- S N �O .�i �a. , \ a t� .� � � � � �a ' 3z� 3 v P( ~r d� �I a�-z� Z M��, � �3 � —x$�p 4��� . � �- . . . .. . � ... • .. . .. ..... . .. .. . . . . � � �' . • . . • ' � v,��:..f�.t.� � - �c>--�-���Up c � � -t _��64.z� i * ��t� ~: . �... .✓.,. � � ' . .w. ' 'l.^w • . �vr.�c � � 1 � �� �A Q_K.1 It�1 Bf Y1 �.: ��tYL7J� � i�c -- . � , � � Ps �"�"»s.�: � � .v.+.... � ' ios.00 ' � �� 1 �� � � � ! �431.1� � � � � � . � � �� � _ � ` �X�t�3!T g �� � 9sa ,,,r,.� � -��-�.:" � � � � � y' � � , — � � � � � ` " �. ., a ' Y,. � � \ ` � y�f�� � - s � \ � � \ _ � � �-r.-= � ` ��p Le.tT IO�V ` .\ � \\ � 9�Z .�\� ` \ <, � _ \ � __ '�� '� ij� . � � No 3186 \ � � � � • s�•i ` • e � M � •: . _' ,-. t \ \ � � � \� • I � � � \ i,\ ` � �r '?'" � f ' �f- \ � � %\ �',9�'�g ,a e.�`�C�(.:., S�C�CtlNT _ �1 � ...) . �� _ . `� . : I+r .� .�,"_' • ' a I \ . * t� �- "�\ .� �.-^ I � .. � \ � . . 93G � u.+� .1 (141.15� : �'. � ) \�.`�".:+t1 � I �����w� . ...'t° Z 9 � � qR l ..._.�. .:.. . , . - y'�`•••' �(9�1.�) - . . �E;r.,_ rn ; \ � -3� \ \� i \ '` � �\ �, , � �_ • -f-1 �� 1 � � � : \ . a . 9 \ \ \ � ,.� . Fs:ll.:.r , o \ \\ \ '� • 1 •�•-� sj� '3� \ \ s. N•..se ,o ^ \ \ � __-=-� � \ '.1 �06 � � _ � � �� ,� w\ ♦ '_ ` \ .�ot'3s'ls"�r /le�f� . _, � q"� \ ` \ � ',,• 7. �1�S.f .�, � H.H. \9S �^?yr� -� A , Q C t I �.\ � ���q�� � � �' � .�� \ l �SQ(�sj.z�) 6 S8 ��;� c' c 6 �'' e�\ � (�g)� � t \ � \ +.,�-- ,' � � � ! `'� .f '` 1 � 1 ► �'� �re � ' _ , ----- A ----- ------_ _ i� N -- --- \ . `, ,,.r _ o,F ` � \ � . . �,,; _ -- ._HL�ow� ��a+e�co�E-�2 - t�LA'� D L�I K E M/NNE T'O.✓XA . \ a_ •• �, ~:\ _ �w� �'�����~ ., y . I . 1 TL7V� SQUIGtr �TA6ES . O-I S�-. :/S-ZSO� _ Z SD-SDO�---.. fe.tEfr [w.rC) �qz6.48) ` � ` ' � \ ` � \ — ---- --- ' � + � — 3 • �- _ 1 -------- -----zow�a2ea_:(I►,2.'io�._C 13,y?o.�__C 2[.L o�_ \ ,' \ ' �' � � . � �` I K SFFE'� 8,?xfo.3 r, -- .: � ` �� ' -- - ------�- "='--- _�\ `\ 1,.(0—,) � � 4 - --- _.. ._- ---- -- - — 'e . � � __..�__�u� 8 x Z�. �5-------- ' '� __ • ' � �. %�l�--1 � I i ' ' � ( - ----- --_. .._ . a�u 1�-�r�.. ioa�s � � s -----$--��g�{—$x��-- 90 -- -- ' : � 1� � / ' 1 9 — — � : \ � � - � �� ' � c� t c�� , \ e .\ l 1� � �� 96 � De�-e-._ S X 20 _.._ _ -- ,. . \ `= � - (i34.i) � r I � �+o_us�_.S�,6xZs�y.__ .__1.q_z_. I?t/5 "' \, . .+ �= . 9� --�,-_ ��c,+c !o Xi�,� JZ7_— ---- - . � =.: _ �:^���: � � 1 t 9 �A2DGbVext te �3E '�CiuoVEt� : � � ---F:��a,�/,��c _z�X 3$ �------9-1z — .' ,: .~:: _: . \ � �\ � ( �r . --G—�� L.k l4,.5 -- -- --q`�-- ----------- ; � '� �� ��.�� �` \ � 9d _�_�-_�YD_4 L X/L.S z 3 / ' �.� � . � �� . 9 _ . . ' — ' t1D6 S'reoP � — ' — _'_._'..__ �\ \ � �— l.�-� ��-V 2�e� G •1'f'!�4tA'1 z y�„-,7•.,.--�. ri.vo l 3 -- J,� vEw � � —� --- ?A t : �__� n_�o_r�_ 7s70 6 � . �s� � . 812 S�. Sysi S�. �zO s�_ CERTtFlCATE OF SURVEY FOR 2 � e - .,35' Z� �rS"fN V ---- - �--- ____----- C��Z'/o�.__( you.s.%�_ ._�Z3.3_�0�---- TERRANCE C. JOHNS.ON y�-"" � �r--- �;q���c� w�►,.� � IN LOTS 4,5.& 12."LINOEN BEACH"AN��OT 4,BIOCK 1.FOREST LAKE PAAK � i�— � —�` � . ` ��+N� � � �' � �` 1 , _ � , ` • � � �,,,.- �_ � HENNEPiN COUNTY,MINNE50TA � ,r ~ /� �� ' � �" . ♦ .� � \ `;i i��^r� � � 1 � ` \1 � ,�� � i � y� ` , � ` � t � '� P � �.� � _ . �, �� � .3\ g� �`_� • } t `� ``� ' 1 � r ' � G �� ' � �SG� � � �, ' � `\ �} t�w w� \ � ' � •'-� f-[A�f2.��Dv�'� . � ` : , '. 1 a �� 1 +�:�Nj,.:� ' ;� ��1�"� 2-5"��'� W�NL��` vy�w ���–Z.y�"� �.� —�..�......_._._.....��.�._.._..._..._.....__,._...__......._....�.�.�.....�..____.�,..�,i ! l � 1Z'--d'� Yo�Cc.l-t tz-cc� � �...,...,..,�.._.............. ...�.._ .�...,. .. _ _.._..�.�-----� �7�f 4-;t rlc'i f��i�� PD i4GP� � �,, i��i� - 9�1G�► CSY � .,,,-�' ; �f'HE�� 117-07 �_ �iXl�,j'I;�1G/1r,�rA? 2-1�r1��`�z. Lv1. STRUCTURAL NOTES ---��" P��� ��''t-D�SfGt'-av% g� � OTN�TL� (Fi1�t�JTit�i�-1�sl�' c7.�;1�' Hh�.F>-�'-ot.�e�'�' ��/►NDa�P/-5���Nv �-��/h'T►oN - All work to be done in accordance with the 2000 International Building Code, < ,�,�K�,,�,, �,��, N��„� �,�;,� ��,�v�-�,�Nv�- �jk�,F-�s,;.� �t�.N ��/�r`x S'��. ��, vs�.�m- and the Minnesota Building Code - latest edition. � � ���,��,,, � ��L �c �� � �c,�ws�ca�s � - All work to be done by lr,nowledgeable accomplished craftsman in accordance r�o�t,-ha��� T�a�a �w�b� - with accep#ed practices of construction. t�Er� RE�U.t�-T �~�� ; ; T'���+-�`���'�►�'� v�ti�a i�r�v�/J�l�+-,� - Contractor shall verify all discrepancies between the existing/new construction ��^,�,':� ^, and the structural plans before proceeding, including dimensions. � � � - Design live loads: Roof=35 sf, Floors=40 sf, Wind=90mph � ��o' P P ..�....�.___._ .�,..... - Contractor shall provide all temporary bracing and shoring as necessary until the � _ `=1-� — - job is complete. � i � � ����` �� � Dimension lumber for work required on these structural drawmgs shall be #2 or better SPF or hem fir. � �`�,,, � ;� �� � - Composite manufactured lumber such as LSL's, PSL's, and LVL's shall have � ��ti� - the following minimum specifications: � �`*.� , j H � LSL - F,= 1700psi, F,= 400psi, E = 1,300,OOOpsi r► � '°.�, �� PSL & LVL - Fb= 2600psi, EJ= 230psi, E= 1,80Q,OOOpsi w� `°,, �� �� - Thoroughly spike together all built-up stud posts,headers, beams, plates, etc. Z� "`-.,, z �y Concentrated loads from posts, beams, etc. shall be carried down through floars v ' �� to supports below by means of blocking installed with the face grain vertical. Z �! Z�p��'vtr t-- � � Blocking bearing area shall be at least equal to the area of the posts or beam �a G�' �� �' bearin above. �� 4 � (�x f STtNG� ��*a� g � "U Pf�t� �,.�v��.� - Headers, beams, posts, plates, etc., shall be free of large knots and splits and i"`� shall bear full width of their supports unless noted otherwise. ������a�L'"`� `�� ~ ,�'' � - Roof and floor trusses and ail bracing shall be designed and installed in � accordance with the "Truss Plate Institute". __._�..._._._.�_� - Wood "I"joists and similar products shall be installed in acco�dance with the mauufacturers instructions. '' , �Ma�l� E�t�yr��!c� ortiGir+A��.. MRlrt L��l'Et. G�Cty�hG Tca�Ts � �f�€�EtG 2–S�o��-�f w�sa��J vvA:.� ',, Hky ����r� (L�����.'C � �o- t��a-���°1� �.s� i, �� s-ru v ��•' � ��}rr���. r���� �a Nc..� F�.tL�.. N�'14�-�T -�- Z-13/4�cSYi tS�.. 1.�E TI-�ltvts'sES�.�. PtF��E At-lt7 ,��.f-�''rv' PO�G1-4 ��hM t 2- 2 XGo a fL 2-i�/k`��',4 LS t� y,,3 � -fra-►,�r't�a�a5 �tr+vE�-vw�to�Fn� �-1£I�,��'z-�=,� _ � oF� �i -\�i4-�c �°% P s�..o t�.�...�t►.. �.S� s�-u� vca�' �* ���- -sn,�.�- o ri E Y���E r'�;�.. t�1 T'''1��G���- ��:.'..�'��...- �.- ptEG-E �uLl. µ�!l�HT } 2_�'�/+�-t�tfz i'l�.e�Ldt�. \,$���r�-iMMt�-r' '�1��1`�,?� �",���# ��'�'`*e�- '��f�r�`���..,. �Sd�7� hNF7 f✓�4.CJ� PO�'�f �i�t'R1 �r `�^ 23�(i ofL 2-�'�>el-X ::� ps�.. ore.�..ry.. �,SE �tratrr��,�;��'� uNoEr�--v�/�N�v�r1 �-�c„���Y-�.�,. �i�t,'��_'� � � ,.....�.�,n.:..... �/d=`��-�- ._.___..__�....��..� .�� � 113�eb� G�Ftl�jf tt1�l����� ���tPD� i� $�i������h O# re-,pc.�4 �� ���sW��� �� en���'i�c���tTi�+�sre�et .."...� �a.����;� �nd tt��: � ��n � ��,�r ���t�� WIN D�j°�1 �!`,1'�L.� .:�iaeS�r ta�st9�r f�� 18a� �# �+� �4��� �� --------- �'4r�ss9B�� 1�45 LiNDE� 7�i�l� �eg. �'�lo. �//�7/S.� ....� L�11�� S �-�'�!"i, ;'1� � . „ � .� ��-��� l/��9 7 .� _ � . �t�—o7 . • FI�4 NU(�-Ric-�i.lfi T�65 LSY SiK►v5ot�� Ex�s�iNG�Nfc�n/ �F �Izu SSES � � �T�(�-u�S�i RT T•No ST�Y v�nN�W e 24'fo . `���- Naf o�7�1�WINVoW --oN INSIpE Mstl�9 s�v.�ri^f S�Mvso oN�N5i0E w�gy-lod h�D l�i�o5 HNtLtLI��N(''fl£5 L1�Y S�K�pSmN� 1�T YvEtLY RCmF?Izus� fl�'R- 1-tA�F-Tzou�.w � WINypW /41�1y W I NDm1�( T/tiMB�Pe�fi"S^d N s�-Ibdc.as��i4S ��5�vfi :. .• . , , _ _ K �.w , ,;, . . . . , -- . _ _ , _ _ _.. . . . .� , . 1�• � ' i:.�. . . 2J •• , � . . .. . . r � ' .. t • y :c: d- Zss�trn E� ��rt � . ,. ; - tsT► E -- -Z x` p�-Ik Z'. :•; :: /t34 htb'[k�Fr�rtir�k.aru�� • 13-1(�t�s E�t�ST►t�14�t�Ev�t;V?�rt9ay,� L�y s�r�vSoN ToP�p ' KEAvE1Z -si��arlv M � $ol'fYM 'CnENAqJr -Nr�� �NTo �cu9 �Nv scwEvJ � E4fc>Jq'T��uNKrle�wN Ur �N'f+�'f�1.A'f'�y ; . R1� B-lo"TH�-E/tpE7 Pca,6 . ` �hR�W NFi11..5 1 N T��EiCM _ (ow 6Btu��hAt.E.NT s�7T.Evr�t I 3�MSTA9'yft�1PCC3Y r1MWot-1�� _ ' _ bN IN51flE �N�S-1oLl � �' ' ,_. -. � '�'?E£ 6ELGln!'Fp¢tJ�1U1`��i _--" /'��� � /� � NEu�/ 1�61-� PS�.on-L�� STNpS ' i µn.►..F [rAi.tn�v �ni�*tDo�ni oNE P�Er,E �u�L�IyF�FT M�41N z-2uLo� z-13��FxS'/-� Ft-rwf�'ro R�F,�T Tvdm�vR't 'Rzl�•v�-5 RGe�.tn�� �NI Nvow WAw -SE£p�.RN 'n � A3U-MEt�,�F�M�Nt, Atye'i�.E (aY `� Sir'IP�U��16"o,�•Fu1.�l�1E►4►tT oP �, tTu.'95 ��i'�1.1P POL'f MI�IN Fi:ODCLTO r I Roo F. SGr�Ew 1 N to ExT�o►z-�sFi , ' ' � r ; �n/A�I. SH�AsfHInIG ANv Nk1�YNTe _ , ( STi.tt?S - ' NG�vJ z� Fu.r�- N�N� � -. Sfa kr'1 . . . �J , ---- ----- �.:_:_ �_ ,, : , . . �X�yt[*t4lrlEv,/ v%Nso.N ---__ ---:..___. __ , ___...__ �. � ,� } ;. , aER���,� , , � . . � . . _ . b,_���,���s� F��.E � - ' �r-�► rw.t��N-%E� `� ---_ _ y ` 6EflM�oR-C[¢ulUhL�NfSc.�zF�wS� _ __ _ ,_. oPa4�Ntl�-- 1S�i.noTLGE�uN! -� • .,, _ . _. � _ _..__,. _ TOIS'(S '�'o 6E R-EMOJE� : g. 1 � N���. Ehc,H S7up v✓./ifodc,F4 c� !s`�D,L. _ _ � �uW- F4E1GtFT .FuoM Mhrrl�o f�� . � . ' .. .. � . .... �' t ��,� "i�/ GLS!._'�p q0 4 � � . .._. . _ _ �- , :r�a����r��t 3� sTNv v✓/�"-����v�'fl Po►� '� -- - -. ;' ,'' , 1 4h1�-N NAlLS �i�Z��pt' F1A►.L HE14 HT FRDM — - � _ , t:. ,�`!�l�1N i E1..6�6t-�Tn Sz�v�., � — . � � _ �-_---�-,.,,�,_,_ �...�� _ ;, - - ` .Z^l3f4K$��Ti�-►MM'�C�-SA3q�E oR141NA1. i`�FLqoR-LEtt,1►JC� ' /lND Nl�►P�CL. �K 15'FIN(�,�'N�� ' 3o�sfy 'f'o 6E tzEMOV� s�yT�=' NE�r�I 2x`srv�o oHC . > ', ' ru M sE� ��N � f'o H P�A 1'iEGE �No To��cs>�tuM MR�N Z-'�-�Gr'a'[�.?:-\��x;5�_ f�.00u� NPTo Rro'S�Cor� m� r��x.� ��p z�� .. . . . ����� ��s�p�-sc�r4ar+ 2-"-= �rLGi�T� To1StS. To S�v�c+�F ,.� B�ock�NQ ` , .. �X�STIrl4 2x c1- ST�t�s � � � , ;: � ,K�F�I�L5 L,.Pst,01�►�11..;S'C�d`l�P!'�sf'. a� ��'���� i QN£'�P1�[�!'Ft�t�-_N�Crl�F4T l��cc�Pt.Fo2 �� 'fTL1*'►ME1?•S). �E.£ I�N. R�C1otJE:, �STjt�l4 Fuu.►�1C1k►tt y�M:EtJ S b t,u,t' �"�' oF�Nkw �. ,.._ - : , � ''J�`�41,+� � j � 5'�IkC�l��2 rpFESE�,I d�'f�� Slv� � .. A 34 METAt kN4�.E(csy Slt^'1psoN�-�.�i,.'.hr�, �K SlNGL6 St�bS \ _ - Fu}.�- H��ar�T oF �K�v6 .$ S ��'asT�r1 �s- _: :. MRtN F�riTo �ea�v�� � _ �_ i.. W 1Nfo E�'�Er�l�+tz Z�-►(od GGS '�o�NA44•�EJ�'C� STWD `• � � � - �'`'�':`e�l�c�-1- SM��4;f_F�S*Jl,�.=p�n4P N�1� 1t-1Tr� STNIIt OoW�t �Mt^ f�1.k E ., �� � - _ STkGCe�-51TJ&'fQS�9E oN S�.�IC��:ST�1G'S; pND tLPOF t �4T F400ss- _ , f�IETRI. 6i�;}-�">S�T; �l!'f'�_ � ,, 1�l,��, x�,4 !lile►i':X:1���1-k oF : , S?uD PoST ON, INSL.�E Wti'CF;� A�4 Ft�4Mit�G X�- 7'on s�- \ 11-lDd�S Ay SNoWN'a�3'o' � __;_: . �Cuvs t�rip S'Ll�.J4g S�MWN �oTrbM-NA«ro�ful�. . , . , . . . . . t,M. AND 5�W �[v-toR� � _ EXt�fiNLT: Ma�N , :_} .: � . „ . + , - . _ - _. -., r.,. , . . . _ .. _. _, > ;..,. . . FC.AVT�: : . _ .___._ �cSSLIM�G E�(�S'f INCc _ __ . ,_- . � � _.�.. ._.:. ,_ _. _ , - , . ..._ . ,;t r �. . .r.:. .. \ R-1 t� To 15T - ;'. � • assur�Ep Ex���r, ' , , _, " : ; ; . � ; _, , . � 'CnNSTiz-�.lcciloN _ , � _, : _.� �_... _ � ,_ , �. ftV� S/14pSX8"�Aq S�REWc�B,�.c. R�b 8-13/���y _ Dov�N 1N'Tb �-iM Z'e)ST A1:�-MLRdS . 1��OU4tN4"LiY-,P.IN T ' ��r`'��`- �;ke�eby ceMify that this pta�.speCifiaatlon or 2-gTanst v�rir4�N w�4��. �o.cv _ . fy spe 2 E� uNv�� .s�M�nnsT . : +ePart�aes Pr'ePerec!bY me or,�nMer my direct re �s S�o�rvN � � supewlsion end thet I am e duly re{�isterad- �ur�der the laws ot the 8tete of _ � � ; NEw �-2�L Po�rs R� y0, /�3�� � S/� 67 : � � . - - - - Z-SToc�-�( �cv►Nt��nl wAl..t_ 2 -S�O2�`S V�f tNDt�� VYf�1._L �EG"�'10N 3/4"=►'-r� '� �" �oq-� UNv�N VaNE _QRA_Nc2,_N41� _ _.. 11�7-07 �'J