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Home My WebLink About2009-00796 - roofing CITY OF ORONO PERMIT NO.: 2009-00796 + , ., 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUEn: 1U10/2009 952 249-4600 FAX: 952 249-4616 ADDRESS : 3625 EILEEN ST PIN : OS-117-23-21-0012 LEGAL DESC : RIEDEL CO STUBBS BAY ADDN : LOT 002 BLOCK 001 PERMIT TYPE : MINOR ALTERATIONS PROPERTY TYPE : RES[DENTIAL CONSTRUCTION TYPE : ROOFING -ASPHALT ACTIVITY : O/S BU[LDING -UNDEFINED VALUATION : $ 11,800.00 NOTE: TEAR OFF AND REROOF AND REPLACE SIDING/WINDOWS/TRUSSES APPLICANT PERMIT FEE SCHEDULE 221.25 NEW LIFE CONTRACTING STATE SURCHARGE(VALUATION) 5.90 8030 OLD CEDAR AVE#119 TOTAL 227.15 BLOOMINGTON, MN 55431- (651)224-3442 Minnesota State License#: 20249486 OWNER PIDEGON,JOHN& MADALEN 3625 EILEEN ST MAPLE PLAIN, MN 55359 AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the S[ate Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specitied herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time aRer work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due c use. l � � � o� � � Ap licant Permi Signature Date Issued Si ure e SEPARATE PERMITS REQUIRED FOR WORK OTHER T N DESCRIBED AB V . , � • City of Orono Building Permit Application for Internal Work (windows, doors, siding, re-roof, etc.) _—�- Mailing Address: Permit number: %,�,�:;\ PO Box 66 ��0 Q�V Crystal Bay, MN 55323-0066 Date received: i� `�' �'I ii,� �`r �,Ij Street Address: Received by: �_ . \�,�,�, � �ti� 2750 Kelley Parkway Plan review fee: � Orono, MN 55356 \kEsxo%; ` Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: �:�(p�� L� �� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No It yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sulficient on-site parking is available. Non-permitted evenis will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: t'3=� N��.- f 1(-�-��,;-�Hizt�.�-ii'z�� State License# ��{��..�y� Expiration Date: �j�/�G Phone: (p�-Z?�-{-�z�1fZ (office) (cell) Mailing Address: '�' oc� Ct/ � Ci : -�.yiinr z�P: rn N Contact Person: j�,;��-,.,,e,t_, [�►�n Applicant is: / omeowner (CircleOne) Email and/or Fax: ;�� -�,�� H✓�« Cc.�i caccYtC-C�.C�� z PROPERTY OWNER INFORMATION: Name: < <�.L.zl �.-i- j • Phone (day): �i �-�gy-� _ Address: � ;ta'Z`�Gr It[�Yl CitY: Qy�� ZIP: S'53�� Email and/or Fax PROJECT INFORMATION: Type of Project: Any earth movement may require MCWD review&permits ❑ Door(s) ❑ Remodel ❑Water Damage Minnehaha Creek Watershed District(MCWD) ❑Window(s) Repair �torm Damage 18202 Minnetonka Blvd Deephaven, MN 55391 ❑ Siding ❑ Restoration ❑ Other: (specify) Phone: 952-471-0590 Fax: 952-471-0682 e-roof ❑ Fire Damage www.minnehahacreek.orq verall Project Description: r'' ,y��„�� n�:l re fc�t� ;rC�C� ' 11Le •�� , ��,.� S USSeS Estimated Construction Valuation of Project (excluding land) $ (�� ts�'� � lt .� APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies re uired b law. If ou refuse to su I the information,the a lication ma not be issued. � (/ ApplicanYs Signature: � _ _,�_,� Date: �,' Ci - Last Updated: OS-04-2009 = �-ti /��,�r-�� F .��''•,;,� p""" �,,�,x��,,.�'��,� �€�'��,� ��,t` � �`��,:��,� J . �,�„°'z f �,�-'°"... � r^" �'��,' +'� r �-�`,/� • =' .�,,;��^ �,��~'� a,.�`�- - r. 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K..::.i : „�.r- ir . � ' . � ... . q`( . _ _, . � Name: MAPLE��LAK£ LUMBE �Customer:MAPLE LAKE � W0:126'710 TI:A Qty:15 TC FORCE AXL HND GSI Cr TC: 2x 4 SPF 2400E-2.00 Bottom chord has beea.!loaded with 10 ps£ ________=====Joint LOcations====- � � ' � � � 1 i r � a�""° '^�.�.m.+i:. ��e ��: �0�8'�i10�@S �. LUMBER DIMENSIONS.Tabulated design values are applicable to lumberthat will be used under dry condiiinn::such n:,in mual cucrirtl�tilru��turcti I�ui ?"lu 4"thiek lumber the DRY dressed si'r.es shall be used(see Table IA)regardless of the moisture content at the timc��I innnulndin�c�n uvc In i�nlculalin�dcsi�,n values,the natural gain in strength and stiCfness that occurs as lumber dries has been taken into eonsideration as wcll,is lhc rrduclinn in si�r thul i�ccurr when unseasoned lumber shrinks.The gain in load carrying capacity due to increased strength and stiffness resulting from drying morc Ih:m��Ilvrls Ilic ilrsik.n r11�•cl ul size reductions due to shrinkage. 2. SPECIFIC GRAVITY,G,SHEAR PARALLEL TO GRAIN,F�,AND COMPRESSION PERPENDICOLAR TO CRA1N,N�,.Valucs fui �spccilic gr}ivi�y, G,shear parallel to grain,F�,and compression perpendicular to grain,F�l,are provided below for MSR and MEL lumber.For species ur srecics grnu�iti nol shnH n below,lhe G,F,,,and F�l values for visually graded lumber may be used.Higher G values may be claimed when(a)specifically assigncd by thc rulcs wrilin�,ugrncy or(b)when qualified by[est,quality controlled for G and provided for on the grade stamp.When a different G value is provided on the gradc stciitir,hiR�hcr P,,un�l Fi1 design values may be calculated in accordance with[he grading rule requirements. Design Values � Compression � Species Modulus of Specific Shear Parallel Perpendicular Grading Rules Agency Elasticity Gravity to Grain to Grain E(x10�)>Psi G F�,Psi F�l,psi � lA and higher Q:50 180 : 625 WCLIB,WWPA -�ry 2.0 0.51 l80 670 WCLIB,WWPA m ."p 2.1 0.52 I 80 690 Rl Douglas Fir-Laroh 2.2 0.53 l80 715 Z 23 0.54 I 85 735 � � 2.4 0.55 l85 760 0 12 ro I.9 0.49 ]80 625 � Douglas Fir-Larch(N) 2.0 to 22 0.53 I SO 7]� NLG/� 23 and hi�her 0.57 1JO 715 NLGA � Z Douglas Fir-South 1.0 and liigher 0.46 , 180 5�0 WWPi1 � Englemann Spruce- 1.Oand higher 0,38 135 335 WWPA �- Lodgepole Pine LS and hieher 0:46 lb� 555 WWPfI m 1.0 and higher 0.43 150 405 WCLTB,WWPA N I.6 Q44 155 ?10 1.7 0.45 160 535 1.8 0.46 ]60 555 _. _ . _ _ . - . _ _ ____-- -_ ------ - ___ __ . _ _ __ _ _ Hcu�-Fii � �� 1.9 0.47 165 �� 580 � WCLIB,WWPA 2.0 0.48 170 600 2.1 0.49 170 625 2.2 0.50 175 ��,, 645 2.3 0.51 190 ,,.-��`' 670 2.4 0.52 190 ,�`�-� 690 Hem-Fir(N) 1.O and hi�her 0.46 14,5 r,�''�y 40� NLGA Southern Pine 1.0 and lligher O.SS '. ��:T5 56� SPIB 1.8 and higher 0.57 ,�e,`�'" 190 80� SPIF3 �_ ,,.---•---...,,,,` 1.2 and higher 0.42 ;��• 135 425 NLGA r�''r�, LiSpruce-Pine-Fir � 1.S t 0.4�� 160 525 NLGA _ _ _ _..._ „ , ` - `. 2.0 and higher � O.SO�,,,..�P , 170 615 NLGA ]A and hig er � 0.36 . 135 335 NELIvIA,NSLB,WCL1B,WWPA 12 to 1.9 0.42 I50 465 NFLMA,NSLB �pruce-Pine-Fir(South) 12 to 1.7 0.42 150 465 WWPA L8 to 1.9 0.46 160 555 2.0 and higher 0.50 175 645 NELMA,NSLF3,WWPA Western Cedars 1.0 andhigher 0:3fi 155 425 WC:LIB,WWPA Western Woods 1.0 and hibher 0.36 135 335 WCLI$,WV✓PA 3. MODUL[JS OF ELASTICITY,E,AND TENSION PARALLGL TO GRAIN,F,. For any given bending design value,Fe,the modulus of elasticity,E,and tension parallel to grain,F,,design value may vary depending upon species,timber source,or other variables.The"E"and"F,"values included in the"Fi,-E"grade designations in Table 4C are those usually associated with each"F�" level. Grade stamps may show higher or lower values if machine rating indicates the assignment is appropriate.Where the"E"or"F,"values shown on a grade stamp differ from Table 4C values associated with the"Fe"on the grade stamp,the values on the stamp shall be used in design,and the"F�"value associated with the"Fe"value in Table 4C shall be used. �. COMPRESSION PARALLEL TO GRAI:\,P'�.This grade requires"F�"qualification and quality control. AMERICAN FOREST Y�PAPER�1SSOCIATION , � � � � • � � � � � � � } � Table 11N COMNiON WIRE, BOX, or SINKEit NAILS: Reference Lateral Design �" r ' � ;�� Values (Z) for Single Shear (two member) Connectionsl,z,3,4 � q_ � � `"``� for sawn lumber or SCL with both members of identical specific a � � �� ------ ____ __- � -- 4 -"pp�. �, � Z � V ` k O � O U "r" x?%i:: N N J J U7 LL � ,��J � g N 3� T:�e N d > � C �. � � � i C CS �. U � (n 'L] N > � ��- LL LL. LL Z ` a � �(L ` �. C d N N O 'f0 Z I� (0 U'J� N lD � N � (0 LL �LL � � M� � t`�'i C � d N M � Q N- � V V V U � C d U L �Y E Z m `°O v'�� o oi o o� o w E o E o � o-o U N 2 o c ' a� w �L @ O O C O d O K O II O 11 O Z II O N II p> 11 a / II � n II � q, � � II O tn F- Z U m Ul U` � C7�t!] U` 0 U` ��. C7�2 U` 2 C7 ul .'" C7�°.._..C�.uJ-�,�..�. --,--. C'J_Z t, D in. in. Pennywei ht ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ��Tbs. Ibs. Ibs. � Ibs. 3/4 0.099 6d 7d 73 61 55 54 51 48 47 39 � '1ts 36 0.113 6d Sd Sd 94 79 72 71 65 58 57 47 4G 44 � 0.120 10d 107 89 80 77 71 64 62 52 G0 Ap 0.128 10d 121 101 87 84 78 70 68 57 56> - GA � 0.131 8d 127 104 90 87 80 73 70 60 58 ' 56 . 0.135 16d 12d 135 108 94 91 84 76 74 63 61 5[1 � 0.148 10d 20d 16d 154 121 105 102 94 85 83 70 69 66 ' 0.162 16d 40d 183 138 � 121 117 108 99 96 82 BO 77 � 0.177 20d 200 153 134 130 121 111 107 92 9� d7 0.192 20d 30d 206 157 138 ' 134 125 114 111 96 = 93 _ 90 ` 0.2D7 30d 4Dd 296 166 147 143 133 122 119 103 1Q1 . 97 I0.225 40d 229 178 158 154 144 132 129 112 110 10G � I 0244 50d GOd 234 182 162 158 147 I ��fi 132 115 113 109 1 0.099 6d 7d 73 61 55 54 51 48 47 42 41 40 0.113 6d4 8d Sd 94 79 72 71 67 63 61 55 I 54 51 0.120 10d 107 89 81 80 76 71 69 60 59 56 0.128 1�d 121 101 93 91 86 80 79_ 66 64 6T , 0.131 Bd 127 106 97 95 90 84 82 68 66 63 0 � 0.135 16d 12d 135 113 103 101 96 89 B6 71 69 �, F6 � 0.148 10d 20d 16d 154 128 118 115 109 99 96 80 77 74 � � 0.162 16d 40d 184 154 141 137 125 113 109 91 89 85 m � 0.177 '.20d 213' 178 `155 150- 138 - 125 121 - 102-- _99 95 �" 0,192 20d 30d 222 183 -159 154 142 128 124 105 102 98 � - 0207i30d 40d 243 192 167 162 149 135 131 111 109 104 ,� 225 40d 268 'L02 ! 177 ' 171 159 144 140 I 120 117 112 -D i j- ` 116 �"' 0. 4 SOd 60d 274 207 181 � 175 � 162 148 143 123 120 I . m ��'� f 1-1/4 0.099 6d° 7d° 73 61 55 54 51 48 4T 42 41 40 .� --O.f113 6d" 8d 8d4 94 79 72 71 67 63 61 55 54 52 D � '��., - 0,120 10d 107 89 81 8D 76 . 71 69 62 60 59__ __._ _ fi1�fi _10d __ _121 -. -101 _----93-- 9I---__ -86---- ----80---- --_79 - - 7Q__ ----fi9_ _ _67 ---- ---__1.{__ � 0.131'8d° 127 106 97 95 90 84 82 73 ��72 70 fl7 �' � 0.135 16d 12d 135 113 103 101 96 89 �a �6 74 m �J� 0.148 10d 20d 16d 154 128 118 115 109 102 100 89 87 84 � +�'�� 0.162 16d 40d 184 154 141 138 131 122 �� 103 100 95 , 0.177 20d 213 178 163 159 151 141 136 113 '110 1Q5 N ' � �{`� 0.19T�,20d 30d 222 185 170 166 � 157 145 140 116 113 108 �i� � � 020r'�'�,30d 40d 243 203 186 . 182 , 169 152 147 123 119 114 0.225 40d 268 224 200 193 177 160 155 130 127 121 0.244 50d BOd 276 230 204 197 181 163 156 133 129 124 1-1l2 0.099 7d° 73 61 55 54 51 48 47 42 4'I 40 0.1'13 8d° 8d° 94 79 72 71 67 63 61 55 54 ; 52 � 0 120�I tOd 107 89 81 80 76 71 69 62 i 60 �g � I, 0.128i 10d 121 101 93 � 91 �� 86 ' 80 79 70 69 67 ` 0-131'8d° 127 106 97 I 95 90 84 62 73 72 70 � 0.135 �6d 12d 135 113 103 101 96 89 88 �8 �6 �4 �, 0.148 10d 20d 16d 154 128 118 115 109 102 100 89 87 84 0.162 16d 40d 184 154 141 138 131 122 120 106 104 101 ' 0.17T 20d 213 178 163 159 151 ' 141 138 123 121 117 0.192 20d 30d�� 222 185 170 166 157 147 144 128 126 120 . 0207I30d 40d 243 203 186 182 172 161 158 135 131 125 0.225 40d 268 224 205 201 190 178 172 '143 138 132 g 0.244 SOd 60d 276 23D 211 206 196 181 175 146 141 135 v � 1-3/4 0.1`I3 8d° 94 79 72 71 67 63 61 55 I 54 52 � 0.120i 10d° 107 89 81 80 76 � 71 � 69 62 60 59 0.128 10d° 121 101 93 91 86 80 79 70 69 67 II 0.135 16d 12d 135 113 103 101 96 89 88 78 �6 �a � 0.148 10d" 20d 16d 154 128 118 115 109 102 ' 10D 89 g7 8h 0.162 16d 40d 184 154 141 138 131 122 120 106 104 101 0.177 20d� 213 178 163 159 151 141 138 123 1?i >» C.192 20d 30d�� 222 185 170 166 157 147 144 128 126 122 �� 0.207 30d 40d 243 203 186 182 172 161 158 140 137 133 0.225 40d 268 224 205 201 190 178 174 955 :151 144 � 0244 50d 60d 276 230 211 206 '196 163 179 159 154 1A7 a� I 'I'abulated]ateral design values(Z)shall be multiplied by all applicable adjustment factors(see Table 10.3.1). � �; z�� ' �fabulated lateral design values(Z)are for common wire,box,and sinker nails(see Appendix L)inserted in side e��in witl�i nsiil a�is perpcndi�ular to wood � ` tibcrs;minimum��ail penetrahon,p,into the main member equal to l OD;and nail bendin ield stren ths F F 100,000 tii tiir 0.09�)"<I>=0.142";F,n � _ �Y g � �b) y�, � � '-£` 90,000 psi for 0.142"<D<_0.177"; Fy6-80,000 psi for 0.177"<D<_0.236"; FYh=70,000 psi for 0.236°<D-0.271" ��`� '� When 6D S p<]OD,tabulated lateral design values(Z)shall be multiplied by p/l OD. � �� 1 N:iil length is insufficient to provide l OD penetration. Tabulated lateral desigi�values(Z)shall be adjusted per footnolc 3. -�`'. x�. ; Y�,�a:ants & Adhesives Page 1 of: ,. ,. . ,; . ,_ ,,. _. _. . .. . , ,. ., _ _ ,� ... , u,. .. . . . , ;�„A . �. _ r ��: y ,.,..�. , � � 4 I 1 I , '�, i. I I z.f= h s,Y. � 5..+ . ,� . t� 1 <$��e 2 `i �� - ' r k 1,v� � 0. . - �.1'� :.. �.: �+, rr� � r : .�.�� µ' "3"�' �e.��.�. �� ~ y F :� { 7 1 �,� I �e.�._�'.,:,...',��..: - 4'"ka�^a �*•";.� - � FeF�;i .m.,,..._..�.,......,.,._...._.,�............�.,.,..,..�...,.�-.,....#_._,__.._..u..___. .:.._......... _.._...._._..,._�.�,...�,..-........._.._,-,.�. � � � �7; >f�,T� e�.'-. � � � PL� PANEL & CONSTRLJCTI01i� �DHESIVES � ;` ;� �V�� g � z � ��K +*�! �'Y'.� �f,�,� .�u��Y ` � ` �,��,�� , ��. � Back to PLOO PANEL & �, �.�.� , � �;. ;r, � ��;��-,.�� CONSTRUCTION � � �'"��'"'�� - � ` ,��" ADHESIVES �.� :e��. LL, .��.n�'nU�3�. t � {� �'''`� - _ . � PL Premium Polyurethane Construction View Adhesive Testimonial -�-�-----�--�-------��`�� PL Premium is a polyurethane adhesive that provides superior results and is safer to Ta find out VJh�ere#o USe. PL PI'e1111UI11 gelleiateS t�Li'ee t1T11eS t�le Buy this item, enter �{our �ip code below, pOWeT' Of tT'aCllt1011al COI1St1"UCt1011 �� adhesives. It may be used inside or outside and will last as long as the surfaces it joins together. _ _ _ _ _ _ _ __ c�' Did You Kn�w� • 3 times stronger than ordinary adhesives PL Premium • Water and weatherproof Polyurethane • Bonds to wood, metal, stone, concrete, Construction masonry, bricks Adhesive is • 100% Polyurethane recommended for use with: HO�V TO USE: Advantech Flooring, Geo To ensure positive adhesion, make sure the surfaces to be joined are clean and Deck Composite free of dirt and foreign material. Decking and Balmer Sh�dios Cut the smallest openinb possibl� in spout (just large enough so adhesive can Molding. flow easily when gunned). Because of PL Premiums unusual strength, much less adhesive is needed compared to traditional construction adhesives. Place cartridge in caullcing gun and puncture seal insidE spout with nail. Apply by farcing adhesive onto surfaces. When working on rough surfaces, use enough adhesive to fill gaps. PL Premium will bridge up to 3/8". Use mechanical fasteners to hold the surface in place until the adhesive fully http://www.sticl<withpl.com/Products/detail.asp?PLProductlD=]� 10/15/200' -�. � f°r i` '�` Revision:May 12,2009 "� Supersedes:Aprit 23,2008 Ref:828470 American Plvwood Association AFG-01 Test Results Shear Stren th Avera e Minimum Compliance APA AFG-01 (pounds) Requirements • Status (pounds Test A(Wet Lumber) On Douglas Fir 785 225 Passed On Southern Pine 593 225 Test B(Frozen Lumber) On Douglas Fir 837 150 Passed On Southern Pine 762 150 Test C(Drv Lumberl On Dou las Fir 890 � 225 Passed Moisture Resistance �---- On Douglas Fir(No g�� 225 Passed delamir�ation) i r � �,�.. � •L � `� ,` � r �� I . r �.' � I 100%-No sign Oxidation Resistance '_ -- -T Pass � -��-o�S�cture when Passed _, _. . - bent. *Bond area=1.5 in2 �� - �..,v..�.K...�,.....,��,...,__,,.,... Additional Bond Strenqth Data Shear Strength si) Substrates 24 hours 7 da s Pt wood to Dou las Fir 541 858 PI ood to Treated Lumber 861 1000 Metal to Dou las Fir 313 313 Foam to Foam 37' 37* OSB to OSB wet 354 544 Wet Dou Ias Fir ta Metal _ _217 313 --� Frozen Douglas Fir to Frozen 360 $Z8 Dou las Fir PI wood to F.R.P 100 222 *Resulted in foam failure PLO Premium Polyurethane Construction Adhesive Page 4 of 4 N �i�-o° so�-o., , 34'-0" 26'-0" --0 — - - - - - - - - - - -¢ - � � I � z o �(V �M y� �� O N(`�I �� O �N � 1 � C(V L l0 �iD Uc�O � � - - 30 0 0 o L9 �"�' u,m '�n (O a0 s� °'m Y >�N O r >N UJ CO 1 1 1 -� � o - ----------- — � M EMOVE 4'OF SHEATHING PAST � � THE WALL FOR INSPECTION +N�+ � 1 REMOVE 8'OF SHEATHING PAST j --------------------- � � THE WALL FOR INSPECTION �,�,, o � �------------- � � N w � C � o a � � � U m U _ � '� � i Q O ��.. ' O l N � O � 33'-0" 15'-0" 23'-0„ � � w RO��,`°'S��"\�'� ��'��i� �F � i'7 AREA OF TRUSS I her�by c��°�„f ;# � , r; ,�� r ^�;��a".ion,Of ,p�}'''� REPAIR "�f�� _ report��_ �,, :;��,r,, . . �_. �.�. ��;�y di�;cf F sui�^r .:. . , 1 -.'. LEGEND - proi - :i�� ,A.�, J � �� C... . (\ ��.( \ _ �: ,` ._-.- -. ._.: . ._ �./—�V\�Y \� ��Iv� l ��crcti —► Slope Direction t� '�. PIC�g@O11 R@Sld@I1C@ --- Valley � ; Pr�,�. ; _. _..___.�. 3625 Eileen St ;; tr — Gutter/Downspout ��:i� -� ��/��" Orono, MN 55359 ,�e„�,.,,�q $ Vent Stack ' '' f)�,�t )D � l ' z-�--�-- , /a /o ,_;:.. :_.� _�-- �„r„ --�.._�e __.___._ _. � � Static vent Roof Plan _ _ `.�w Cx � I � SI-�S �- A1 Approximate Scale: 1"= 10'-0" i— CO � �� W �' � 1 \ 6'-9" � � �- � � \ o � � � Q � � cn r (� n � � w � � r c o � � � m � � �' ; m � � A n Z � � n � N � N \ � w fn ' N ^ � � A � � = �,_$�� 4'-7 3/4" � `o� o � + Waukesha,WI Minneapolis,MN ��—, �_ � Z �o � m �� Roofing Consultants, Ild. 262-549-0802 612-238-0802 o m � c � � � c� �D � � � � p m m �Z Skokie.IL Chesterfield,MO W A �p o Architects-Engineers-Building Envelope Specialists 847_y65-3366 636-530-3663 { � � � \\ \ \ \ \ \ \ \ \ \ \ \ \ C� � z � \� �� m � Z \\ � � < � \ m z � � � rn � N � � O � rn O 1 N m � O m z � c r � O z � � � � m cn �, ° o m -i o' c�i, `'' Z � R' � ' � Z � CD U ] II �7 W � � O (/� �O Qm \V �^ Tl/ lV �T1 W o � {. Waukesha,WI Minneapolis,MN ��—, !n= Z o m �� Roofi n g Co n s u Ita n ts� �ld. 262-549-0802 612-238-0802 0 v,m i C �� ' C� C"",D � N-m+ W o m m �z Skokie,IL Chesterfield,MO m � � o Architects-Engineers-Building Envelope Specialists g47-965-3366 636-530-3663 { REVISIONS BY 15/32�� CDX EXTERIOR GRADE PLYWOOD (DO NOT USE OSB) EACH SIDE. FACE GRAIN PARALLEL WITH TOP & BOTTOM CHORDS. "HENKEL" PL PREMIUM POLYURETHANE CONSTRUCTION ADHESIVE - GLUED & NAILED TO BOTH SIDES OF Z o TRUSS WITH 10d SINKERS @ 4" O.C. � " � " -a � � � �� - USE AIR HAMMER TO DRIVE NAILS a� `�� M � M THROUGH EXISTING CONNECTOR � N � �' C h1 L CO � (D U CO PLATE. �o � � � L O J M 10d NAILS (.148" DIA. x 3" LONG) - � � �� Y l() Y � DOUBLE STAGGERED �N �,� + = NAILED FRONT FACE o = NAILED BACK FACE � � � � U 0 � � }� 4 � �- � o O O ([S °�' + + '�' w O O + + � � �_6n + O � � � O m i O O U � + � O � o, � + � W + + 4- O � Q " + p + � t + ° + o +o�++� PLYWOOD SPACER LL Q + �+ � + � o UNDER NEW 2x4 + DRAWN PJG Pidgeon Residence �HE�KEo 3625 Eileen St. �-- Orono,MN 55359 DATE 10/16/09 CONNECTION PLATE REPAIR JOB NUMBER SCALE:3/4"=1'-0" SHEET S3 REVISIONS BY - GLUED & NAILED WITH 16d SINKERS @ 4" O.C. z � o � � - USE AIR HAMMER TO DRIVE NAILS N � � `° p O N M d� � O THROUGH EXISTING CONNECTOR m `v' �' " C N N � C N L m PLATE. � `° " `° � o � L O -1 M N Q1 � Y 11� � m �`1 � N O f� > Y > N �� O �� O + � ``' ` 2 +O O +O +-+ a� � 2�`�� +� � + � `� � � � �SQ oo�� 2� ° + += w N�� + �°+ + � � o + C D + + o � m U � � � � � � w � � O � � O � � Q REINSTALL � INSULATION DRAWN PJG Pidgeon Residence CHECKED 3625 Eileen SL '-- Orono,MN 55359 DATE 10/16/09 NEW TRUSS CANTILEVER JOB NUMBER SCALE:3!4"=1'-0" SHEET S4