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P - 84277Building Inspections 763-572-36Q4 763-502-4977 FAX BUILDING RESIDENTIAL APPLICATION c���� o� �u�L�Y �ca�v� �-�-ZOia Permit No. Received By; Date Rec' �L.13`1 DATE `� v / � `-- YflL`R E-l'LAII,IIDDRESS �::� � ::� �S � � �e.. � v� � l_ ��-, c.. _ �..� _- - _ _ _— ---- ------ — THIS APPLICANT IS: 'f�OWNER aCO1VTRACTOR PROY�:12'1'Y OWNEit/ Nn1��: V � �'1 __� �'1 V1 �.' � �_--�---}--�`� �� . TE1vANT � �� Ann�ss(`� I�C� �Le v� y�c, ��.�1 F c�Y v� � v� Y STAT z� � '�"�.N'i`A Z'���R susMlT a coPY oF YOUR STATE LICENSE AND CERTIFICATE OF INSURANCE PI2vYERTY T�'PE PERMIT TYPE TYPE OF WORK: PHONE� � L�'' ��"C�'_' _�S�_! S: �O- ,�� N.AM� : _� �- �-- �SL__V___ �-- STATE LICENSE # � :aDi?P.�SS: �� \ "�� NUMBER EXP: CITY_ STAT� ZIl', YHON� l�l�'VI " \ FAX � S::':G:,� F "u*.1u,I "_`;E :�' CJ'."tS":.°.T.'LT:vi`: uI�E ❑ TWO FAMII,Y/NEW CONSTRUCTION STORIES ADDITION ❑ GARAGF/SHED ❑ WiNDOwS Q BASEMEI�3T FIAi1SA D ttWl�' ❑ ixtA1N '1'll.E ❑ DECK ❑ SIDING 0 OTHER E! SR[';;tt" 4t"iG P^l�L ❑ NEW HOME CONSTRUCTION ADDTTION ❑ MAINTENANCE/KEPAIR �] REMODII,ING _ DESCRI[3F, WORK BEINCT DONF� ST7F. nF IMPRnVF'MRNT 1,FNC;TH WinTH HRi('.HT ROOFING L7 HOUSE ONi,Y NUMBER OF SQUt1RES ��L��' ❑ HOLISE & GARAGE GARAGES ❑ ATTACHED GARAGE L PROPOSED SIZE: -- � `� DEfAC�� GAR �a �/ PROPOS'r.0 riEivriT: � � � ;�f � � —_ �'(,--��7f�.�� � �Z � / SIDING L�tC- -Z�jp W - 4� �Q q n.r�,.i nc�.>:. cr�.r!���,c��g.:Z-I•���c�-ra ❑ Aluminum ❑ Trim RE�OVED? Q YES O 1�i0 ❑ Other O Fasc;a / It� X' � �� BASEMENT REMODELING SUBMTT: _ T':c:.: ^`an .. ..,...>. .�g , 2. Aroposed floor plan 3. List of strnctoral membets to be used FOR NEW CONSTRUCTION INCLUDING DECKS, ADDIIT�NS. 8c PORCf�S SUBMIT: � 1. Site YlanrSurvey siiowing ihe �xisting stcucturea and Pro�ed PraJec� 2. Tice �: ts t�`: onstru�tion plans WINDOWS 3. Energy Calculations IN EXISTING OPENINGS ❑Yes ❑No LO(:AT10N OF WINDOWS FOR WINDOWS - PROVIDE U-VALUE AND OR F�?R ?�TF«' nn�*.*Tnr��_r�F�rum� �T�F nr n.s��,*r-r�r�t;�I' �Ti<�kF.R r�?.? �tiTn?nn�ti OPENII�IG CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF WIh1DOWS ALI, rEES ARE BASE� ON tiALUATIOti, �tiCLL�ItiG �F� C�t�'I' t3F LA80R Ai�FD PVIATERIAI,S: (USING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATIQN � �,� QC'CLTPANCY TYPE Permit Fec $ , S�e L'acb P�ge f�r f e�; Sc;k:�iw� plc3ri ReF?f�' �Gk aJ1`�`% ^ 4% �°p` FiS�/ nf �mlriinoa Pprr,,;t Fee Fire Surcharge $ .4t11 times lhe lc�tal job i-aivatic>n Surcharge � Q 0005 x Pem�it Valuati�n Minimum or .50 License Surcharge $ $5.00 (STate I,icensed Residential Cc�ntractors) SAC Char�e $ $2365 per SAC Unit (Plans to MWCC for determination) - - - ----- __ _ __ Curh Cut Escro�v � i�t +� it = f't K�2 �_ $ Erosion Control $ $450 Conservation Plan Review Park Fee �, ree i)eterminec't'trv rngineerinQ Sewer Main Charge S Agreement neeessary O Nan Necessary O �'1'otal llue � �� ,(� (/� Mxke checks paVStbte to: t;itv oi I�`rid[ev Atixch atiuutarions TH[S IS AN APPLiCAT�N FC�Z A PERMIT-NOT VALID UNfIL PROCESSED 1 herebv apply for a buildmg permrt and 1 acl�owledge that the anlorma6vn above �s complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and v►�th the Mirmesota Condnicticm C.odes; that I understand this is not a • ,� -� . , � •., • � , , ,. � , - �7., _ - . , , • ,� Ex;iiiiti uui utii} au aN�ii.;ui��ti ivi ii �ii[itt diNi rivti� i� �iv� iv �uai� rviwv ^fi �aiiu vii �iw, uixz� uta. vvvlp �viii l/4 111 UliVVltlCICiVL �'YlUl U1�: approved plan in the case �f ali work which s review and appr af plans. � SIGNATURF, OF APPLICANT NAME (Z `i � .s- �`j �`I'E APPROV AI. INSPECT'OR SIGNATCRE PLEASE NOTE: SEP.�IR�ZTE PERIt![I .:�RF. REQL?IR�:D FOR PLUIt�3P�FG, F_.LFCTRIC.II. fiND MECHAI�IICAL WORK �4�h'' Hadi ano+ Structures Structural Engincerina STRUCTlJRAL D12AW1NGS �'�liS �SQB C�JPY SF;�^,��. E�G� A�/AIL�,+ l.� ��� �i`�i� ,i�J3 ; Sli'E �0�� "t�� ��� �a�i: � � i�� Q�' l;tt xt l� ! E�� � F� � y�" � G(�ti �. �..___._._a....�.�..., __._....�., Susan's Residen�e Addition 6180 !{erry Lane NE Fricitey , Minnesot�i Table of Contents: Sheet ------------------------------------------------------------------------------------------------------------------ Sti-uctural Drawings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S 1 througI� S 14 T i� 1 J .,i � __...,..,....� A`,�s:3' ���� �v ��� ����� ��� ' Oer�ber 6 , 2012 � 3i�� 1"�!"i �i'ii ���i���ntiF� � ���� �� ( 1 ` ��� ��;D �€;��L IS�i��Ew7"iGt°SS � � �w � � +�� , .,, � - t �,_..— 5--� i LICE,�SCD PROF�SSit?NAL EtJG:��E�R 14201 � � C "f. (,` � Z� ! 2� �� Madi and Struciures Str�ictural Engineering DATE OCT 6, 2�12 SUSAN'S RESIDENCE ADQITION BY H.S. 61$0 KERRY LANE NE SHEETNO. SZ3 OF i4 FRfDLEY , MINIVESOTA GENERAL NOTES: 2085 Viburnum Tr. Eagan, MN 55122 Phone: (612) 269-9926 hadistrucfures@corncast. nef 1. Contractor shall verify all existin�� din�ensions. �Y�ember sizes anci ficld eonditions pric�r tc� anv fabrication, construction or installalion and notifi� Structural Engineer if cc>nditio�ls, matErials, sires and dime�nsions am differei�t icom those shu�vn. 2. These dra�i-in�s and specifications represe��t the finished structure. UnIess other��-ise noted . the�� do not indicat� tlie means ar mcthods af construction. The Cantractor is solely responsible for tl�e protection of�the exislin� �Uildin� and ne���- structure durin� all phases of demolition/constructioi�/installation. Prc�vide temporary shoring as required tc� protect the structure , w�rkmen and OtheY persc}�ls . 3. All construction sha[l comply with tI�e cucrent edition af�State �i�Minnesnta Builciin�� Code. 4. Details and conditi�ns ilot specitically shown shall bc COIISII'UCtI:CI lIl accordance �aith details sho��n lor similar conditions and materials. �. T'he scope of «�c�rk for this proj�ct doe5 not incIude tl�e struct�iral review af other parls c�f the residence. b. Footings sha(1 be poured inta suitable excavated soils. flcccptahle soils are sand, silty sand, ela}�ey sand, siity gravel and clayey �rave! (categories SW. SI', SM, SC, GM, and GC. ��s per ASTM D2487 Classifications) unless oiherwise approved by the Geotechnical Li�gineer. Or�anic soils anci peat are not aeceptat}Ic. Exeavation around the Ioundation shall b� backfilled w/ acceptable soils indicated abo�re and compact�d to min. 9�% standard Pr��ct�r density unl�ss atherwise required by th� Geotechnical En�ineer. 7. See foundation plan for the reqt�ircd allotivable soil bearing pressure at the hattom of the conerete founciations .�YCavate, backiill and compact as i•equired to provide the reytrii•�ci allowable soil bearitz� pressure. 8. Concrete construction shall comply «-ith all the requiremenis of tl�e lat�st edition of the "ACI Manual of Conerete Practice' by nmerican Concretc Instilutc. Concrete for piers to have a minimum compressive stren�th of 300O psi ai 28 days (�"— �" slump, 5%-7% air entrained ). Reinforci�zg steel to be ASTM A(il�, dciol•med, ��rade 60. 9. Wood Construction ( unless noted othe►-« ise ) shall be iiz cc�mpliance «=ith " General Constructic�n Requirements'" , Section 2�0=� of'the International Residential Codc ( IRC ). All nailin� shall cont'orm to Table 230=�.9.I ,"Fastening SCiI(:C�LII� �� �f the IRG unless atl�er���ise noted on the dra���ings. �� „?j _ C �2e.�(o ���, 10. Dimension Lumber shall l�ave the ��rade stamp of t11e Grading Agency t�i a ma� moisture content of 19 % at the time of installation znd in con(ornlance witl� the r•equirements oi� Product Stanc�zrds (1�QC PS 20) : 2x4 through 2x10 Spruce-Pine-Fir , No. 2 or better ( Nl,G�1 j Hadi and Structures . Structural Engineering DATE OCT 6, 2012 SUSAN`S RESfDENCE ADDITION BY H.S. 6180 KERRY LANE NE SHEETNO. S14 OF 14 FRIDLEY , MINNESOTA GENERAL NOTES (contd.) : 2085 Viburnum Tr. Eagan, MN 55122 Phone: (692) 269-9926 hadisfructures@ comca st. net 11. Plywood shall be identiiicd witll th� g�•adc tr�demark ��f the Amcrican Plywood Associatior� and in contf�rmance witl� the requireillrnts of Pi•c�duct Stai�dards ( I�OC PS 1) , C`-D Exposure 1 grade. Wall panels shall be oriented �vith tl�e face graiu parallel to the wood studs. Roof �anels shal( be ��riented witll the face grain perpenc�ie�ilar to the wood joists/tr�rssc;s. 1?. 'fhe joist hangers and metal connectars shal) be min.18 Ga. Ualvanizcd or -r..inc caated with m��.yimum nailing specifiecl by the man�ifaett�rer. Si►i�pson br�tnd or Kant-Sag. 1;. Green treated lumber shall be SPF Nc�. ? or better. 14. I.aminated Veneer Lumber (LVI.) shall be made fi-on� t�ood vcnecrs with �rain priinarilJ� }�arallel to member lengtl� , and in accordance with AS"I'M D54S6 and with exterior t}�pe adhesive complying with AS1'M D2559. Alto��able e�treme i��bcr stress in bendi��� , � ed`,e��-ise =2�i00 psi ( minimum ) and �vith Modulus of Llasticit�� , ed�,�e���isc = 2,000,000 psi (minimum ) y . 15. F3uilt-up i��emi�ers ( columns , beains , iuultiple j�ists ) shall be connected a� follo��-s ; a. Eacl� pair of 2x lumber ( total tizickness = 3") «rith t�vo row5 of 12d naits at 12" o.c. b. Each pair of Laminated Veneer Lumber ( total thickntss = 3'/" ) with Ewo xows oI' 1(id nails at l2'" o.�. See dra���in�s fi�r other conditions. l C�. l�'asteners : � Nails : AS'I'M t; 1667 Power driven ]�astener5 : NI:S N�iZ-27? Wood screws : ASME I318.Ci.1 La� Bolts : ASI�%IE F318?.1 Bolts : ASTM A307 , Gradc A and �vich ASTM �1563 I-ie� Nuts 17. Unless oiherwise nated , all dern�litio�l debris I11L151 �C liauled away and disposed of le�allv c�l�f site. � hladi and Structures Structural Engir�cering DATE OCT 6, 2012 SUS/�N'S RESlDENCE ADDITION BY H.S. 6180 KERRY LANE NE SHEETNO. SZ OF 14 FRIDLEY , MINNESOTA t, };. �` ✓ _ _ -�___. �� C:'r ', t 1 � f � ir �, ,.;�::.. ., j !''.E �it� ,; E � i . � =-" i �, �. 9j i �- , ; , I'� ; , '`! � ': �f L:� � \`�I 11 � r L �` �— (. ; i, r �' / 1 �, ,.,. � L�.� M1 � � � ` t j � � �. ` . ' 14i 1 ! l�j '> i i ;� 'S; i �, �p �} - � Y� � t, .^ � �"�_.. �1 , \ + � ` ti ��� �I ti_ . I , �� . , ._�.._ { -� ��� ' ^ ;'� : < f,,; 2085 Viburnum Tr. Eagan, MN 55122 Phone: (612) 269-9926 hadistructures@comcasf. net ��� . ,, _-_ - _ ,`�_' f r__ . _, � .; � _ _ ..b .. � F.�._� '!` ,. ,; ".. 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Eagan, Mlil 55122 Phone: (612j 269-9926 hadistructures@comcast. nef ~, � _ o �l � V � ---� " i � � � � 1- � ��` '.Y. � U� � Q J � J .' �� N � � O �V ut _ _...`�! - � Hadi and Structures Structural En�ineering DRTE OCT 6, 2012 SUSAN'S RESIDENCE ADDIT�ON BY H.S. 6180 KERRY LANE NE SHEETNO. S7 OF �4 FRIDLEY , MINNESOTA " � '• ='>> 1 � >> _ -'_t.(: _ r � . ,,� . . , , ._ ,f _ � .- - � , , . .,.,.. _ � ; r.: .. _ ' �+ �1 I , �it ;il� .. �i r ?� 2085 Viburnum Tr. Eagan, MN 55922 Phone: (692) 269-9926 hadistructures@comcast. net ,,..- � ,:,� � .—. ..� �• �:', f `. ..r , � _ ::� F i , . , �.; r p -:-. � <. , ,;� . , _ ,._ . ; - � � � , � c.. ,: . � _- >;.. r , � � . �.f , -, . � , , •�': _ .' `` � _ s ' ,� 1 _ �. - . . .. 1 ,.: r a -� �� - --- << x _:, — . , . _, . _ _ . � _ - _ _ --. , : J,.. � � - � ,� y�y .r'-^ _ ,_ _ , ... -.. ,.. � �. . .- _ ._. �_ � �,.-�' ._. .. -" r .. -_ -� ... -^' .:-._...'�_ ._ ... __.._...e.�s.e� ... '.' . .... 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Y f' � .I�., Hadi and Structures Slructural En�;ineering DATE OCT 6, 2Q12 SUSAN'S RESIDENCE ADDfTlQN BY H.S. 6180 KERRY LANE NE SHEETNO. SH OF 14 FRIDLEY , MINNESOTA ` r -. . _. _ '' �� � 2085 Viburnum Tr. Eagan, MN 55122 Phone: (612} 269-9926 hadistructures@camcast. net r v Er,ir �;_ '; �;. —�_ ,_ __ .. ,: 7 �' ^f 4 . = - �'�' ! ! ' � .' " , , _ ' i : � ,i ' �i I ' ,—� ,' _ � r'� ��, , _ :_ � . . ; � . , ,. . , .. . � � � �'�. .'7. �— ... - _.. ._ .�' ,. r - �... �_._ x ! . '_! 1. f . � � ,_� r c �._..,.�. i ' ; j ` �:_"� j � :._ � ^� � � c ', ,.t i � i ., ����� �t . ;� i . , ,. , a �. ' � � � �r —<-: r � �` ., e �£:� �" " � , �. . � L�, .. • .., , .` ' .- : . ._�, .._. ...., , � r^-� .., •. � � � � `� .. .,� . . 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Consulting Engineers and Land Surveyors 1446 County Road J, Mpls., Minn. SS432, 784-9346 SURYEY U.�• ' �vr 9, BLGI.C' � • Nc�'ATi�fE�Q /�//GGS .Tic.`"CC�.t/.O A00/l"�O�t/ ��r-r o.�- .�-.Pioc �-r .Qivo.r.�9 cv uiv rY; iY1�iv.vEJVrq ��y �� � W i� ����L � 27g �v 9s°v���� ar � _ �„_za ���,� ` M � �v i �� , 11� � j �M� CiTY +D� t�lc�nr ��s r,or cu�r�r�ree ; (l�C�ACY O!� U11tti'�r ivt.hTfONS AND f,�kYA � i� �l►tA 1S !oa w� u:.Har�o+v Puapos�s ora.r � S � 1�5MK3 R SHOUW VERtlK tFIE NFpRMA � t� s� . ::.; � piPAIrC/�I,tGE �.--' E'ASE/JiJE�./T r'--• ~••.- ����' � � ����� � a G• ��• 2y' ��� '1 �� � , � � �a� C'�R�C - ��o�E.�,x. �Y �,,�L U�.� _ �►v�R�° R� �/� �'�' �i: '.:'//�:��t�•r,ir�i��'i��� Q OE�t/GT�S /I9°l.�.f./ itrlv�t/G//YlC'"�c/1' JET, • o�'•vc�r�"s •..QC.v .s�o.vu.HE.vr .�o�.vo. � 1 , , , , I` � � SU�YEY f'U.� ' n7i•e-�- p •.6.►.c�.vv.v 5P0'P F/G /YlU�'P'E' .ST. �t/. E, Miiv�v�.qPVGiS M�Nit/CS07'r9 , 5.64� H � I � � 1' � , � � 0 � � � �i � �sa� ; •.... � � V �; � � � � �v a� - �it1� ^ ��s Iv�V ! �0�� . "V�S�ON SAFETY CONTROL ZON �0 t+1�T PIAiVT OR PLq�E Ai TMIfVQ IN TiiL�aREA WliHOUT , �'����Of THF CtTY 0� fRiO�, ' I � 1.. �- : I � . I � � ' �s � OESC�/.oTfUit.,/. ' L G�"' 9.BL UC.r �, ,�/EAT.�s�E'R <,Ii�� S..sa"cC.rivp AO.OiTiO�v, A.t/U.I�A Cf> liit.✓T!' � M/.e./it/�'�'U TA SCALE: / N= '' '!> ' iYlU•t/C/�NE/t/ s'S 3/y�/'Y�c/ A.PE' AS .pLA TTEG o�t/ ./t�L y Ur' /9 9P. �/V F/6'L,O S�A�P�".�+/ y]/A:f' Uit./O EiQ' TA.�E�./ 7'!.� i/E�P/F Y Tf,/E F.�'/STA/L/GE UF TflQ''SE' /YlU�(/!//yJE�t/>3 fi+S OF /'9�,7 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesata: � /U 832, GG�/�, /9� 378q Reg. No. Date Job No. i� � � � , � � � 3D View ,.�__. � �:,. , - -��, �-. --��o � t�,4�-�n c�.c°� �C� � � � �� ��°9�^ c �, � , ������ �.��-z _ . �,� . � ��� � �� .� ��� ,�� �o -h���c�� �� � �t� ����- �` �` . ,� " .� ' �"" �' BLDG `l� . �mN �r� ��� � �� Z HA�,1� Warning and I output of this � � ,- + , ,�:`�. � �� � t • >- i� - `� � �1 ,. , r �. � � -� • ��, �` �. �� �''`� C'� . , , �r�� ���` �u I � b��� ��.,�„ -�a�-�--�' �� �t � �r � �� c�� � � � � r�� This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or n contained on this page is subject to the terms in the disclaimer located at the end of this document. " �, �, 1 Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci8n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta pagina est� conforme a los t�rminos en la negaci6n, situada en el extremo de este documento. Copyright 01989-2012 Edgenet, Inc. Page 2 of 13 Doc ID 72d71cf9-89B9-4633-b109-5f6dd9d5e3d9 ���' � ,� .� �. � a. �. �%,., Deck Information Deck 1 - e o os Footing Type - In-Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 120 in Post Spacing - 78 1/4 in Decking �, L5/4x6 Tre ��cL�o.utla�.[n Pi . e N. 2 eams - L2x10 Treated Southern Pine� Tois s- x re ou ern me No. 2� ,:... r: o s-�=- -4x °rea out ern ine o. 2 '�~ Deck Height - 23, � i�'�'ag'o`na racing - Yes Joist Overhang - 0 in Beam Overhang - O in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 5/4x6 Pref Joist Size - NONE Pref Beam Size - NONE Pref Post Size - NONE Diag Brace Height 1- 24 in Diag Brace Height 2- 24 in Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacibn final del disefio. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacidn contenida en esta p�gina est� conforme a los t�rminos en la negacibn, situada en el extremo de este documento. Copyright � 1989-2012 Edgenet, Inc. Page 7 of 13 Doc ID b2843b04-1ca7-422c-9f35-ce5b422a5405 - � �,�� � �� # ��- � �- � � � �� �� Usage Beam Decking Joist Post Post Rim Joist Rim Joist Rim Joist Sku 255957 159091 127084 256276 258132 127084 127713 128340 Decking DeckScrew Green 735003 Sku Usage List Description 2X10-16FT #2 PT WEATHERSHIELD 5/4X6-16FT PREM PT WEATHERSHIELD 2X8-10FT #2 PRIME PT WEATHERSHIELD 4X4-8FT #2 PT 4X4-12FT #2 PT 2X8-10FT #2 PRIME PT WEATHERSHIELD 2"X8"X12' #2 PRIME PT WEATHERSHIELD 2X8-16FT #2 PRIME PT WEATHERSHIELD Treated Southern Pine No. 2 DECKMATE SCREW, GREEN, 3 IN, 5L6 Beam to Post Connection 1 Generic Beam Bolt 4x4 544208 CARRIAGE BOLT-GALV. 1/2 X 8 Beam Nut 538892 HEX NUT GALV 1/2 Beam Washer 538981 FLAT CUT WASHER GALV 1/2 Blocking Fasteners 1_Generic Blocking Nails 454141 16D 3-1/2" HOT GALV BOX 5 LB Concrete Conc IG Ftng 169765 Diagonal Bracing Connection DiagBraceBeamB 544208 DiagBraceBeamN 538892 DiagBraceBeamW 538981 Diag BraceJ oistBol 544208 DiagBraceJoistNut 538892 DiagBraceJoistWa 538981 Diagonal Bracing DiagBraceBeam 256276 1_Generic 80LB QUIKRETE CONCRETE MIX 2_Generic CARRIAGE BOLT-GALV. 1/2 X 8 HEX NUT GALV 1/2 FLAT CUT WASHER GALV 1/2 CARRIAGE BOLT-GALV. 1/2 X 8 HEX NUT GALV 1/2 FLAT CUT WASHER GALV 1/2 1_Generic 4X4-8FT #2 PT Qty 6 43 20 1 4 2 2 2 3 18 18 18 1 13 18 18 18 18 18 18 4 Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacidn contenida en esta p�gina est� conforme a los t�rminos en la negaci0n, situada en el extremo de este documento. Copyright 01989-2012 Edgenet, Inc. Page 8 of 13 Doc ID b2843b04-1ca7-422c-9f35-ce5b422a5405 � �i Cfi � Usage DiagBraceJoist Sku 256276 Joist to Beam�onnection .�------- Sim s n y.�sie 102924 Simpson HurTieS 479710 Rim Joi�t-Fastetf�-r►—s-"`�� -�Rim Joist Naill� . � �� �_ �, Description 4X4-8FT #2 PT 1 Generic H2.5AZ 18GA ZMAX HURRICANE TIE SIMPSON #10 X 1.5" CONNECTOR SCREW 1 Generic 16D 3-1/2" HOT GALV BOX 1 LB ���> ;, E% Q.� 4 36 4 � Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacibn final del diserio. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p�gina est� conforme a los t�rminos en la negacibn, situada en el extremo de este documento. Copyright � 1989-2012 Edgenet, Inc. Page 9 of 13 Doc ID b2843b04-1ca7-422c-9f35-ce5b422a5405 l��� � �� � ���� �� � � ����� Material Usage List IMPORTANT DO NOT PRE CUT LUMBER AND/OR MATERIALS. While this Materials Usage List shows the proper length for all of the lumber, you should not precut any lumber andlor materials. You should only cut the lumber and/or materials after your posts are in and you have re-measured the distances. Precutting of lumber and/or materials prior to actual need can result in significant wastage in lumber and/or materials. A slight variation from the plans in the placement of posts can cause lumber and/or materials properly sized according to the plans not to fit for the intended use. IMPORTANTE: NO CORTE LA MADERA DE CONSTRUCC16N POR ADELANTADO. Mientras que esta lista del uso de materiales demuestra la longitud apropiada para toda la madera de construccidn, usted no debe cortar por adentado ninguna madera de construccibn. Usted debe cortar la madera de construccibn solamente despu�s de que sus postes est�n adentro y usted ha remedido las distancias. Cortar por adelentado de la madera de construcci6n antes de la necesidad reai puede dar resuitar en despiifarro significativo en la madera de construcci6n. Una variacion leve de los planes en la colocacibn de postes puede causar la madera de construccibn clasificada correctamente segun los planes para no caber para el uso previsto. Decking 159091 43 There wiil be 1 piece A - Length 13' 6" Joist 127084 There will be 1 piece A - Length 9' 11" Joist 127084 There will be 1 piece A - Length 9' 11" 10 10 Beam 255957 6 There will be 2 pieces A - Length 6' 9" B - Length 6' 9" Post 256276 There will be 1 piece A - Length 5' 3" 5/4X6-16FT PREM PT WEATHERSHIELD 2X8-10FT #2 PRIME PT WEATHERSHIELD 2X8-10FT #2 PRIME PT WEATHERSHIELD 2X10-16FT #2 PT WEATHERSHIELD 4X4-8FT #2 PT Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacibn final del diseno. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p�gina est� conforme a los t�rminos en la negacibn, situada en el extremo de este documento. Copyright � 1989-2012 Edgenet, Inc. PBge � 0 Of � 3 Doc ID b2843b04-1ca7-422o-9f35-ce5b422a5405 �� � � 258132 There will be 2 pieces A - Length 5' 3" B - Length 5' 3" Rim Joist 127084 There will be 1 piece A - Length 10' Rim Joist 127713 There will be 1 piece A - Length 10' 1" Rim Joist 128340 There will be 1 piece A - Length 13' 6" P�r� L[���c� C���I�r�T� 4 4X4-12FT #2 PT 2 r^. 2 2X8-10FT #2 PRIME PT WEATHERSHIELD 2"X8"X12' #2 PRIME PT WEATHERSHIELD 2X8-16FT #2 PRIME PT WEATHERSHIELD � Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci8n final del dise�o. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informacibn contenida en esta p�gina est� conforme a los t�rminos en la negacibn, situada en el extremo de este documento. Copyright �O 1989-2012 Edgenet, Inc. Page 11 of 13 00� i� nzeasboa-,��-azzo-sras-�snazzesaos W r�+ T C3 M � � � '� � � � � c��-� Z-�'` C��� w��k (,�`' WeJ'�t� c�u �t�S- � Dim��sion View ; I� � �- � �� � � �' ��� ..,�� , ., � �� �/ 1' �� 1� � � � �� , M�; � � � M � �, ` � 20 ft � � � � i'••°��.�� � � � c�� ��� � � �p � � _ _ _ I� w� S� �� Warning and Important Instructions: This is not a final esign plan or estimate. EDGENE , . ssumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacibn final del diserio. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p�gina est� conforme a los t�rminos en la negaci6n, situada en el extremo de este documento. Copyright � 1989-2012 Edgenet, Inc. Page 4 of 13 Doc ID b2843b04-1ca7-422c-9f35-ce5b422a5405 � � � � # �3 �_ ,� Joist Layout View 9ft9in � 1 9ft9in 1 9ft9in il 9ft9in � 1 9ft9in 1 9ft9in 1 9ft9in 1 ft 9 in 1 9ft9in 1 9ft9in I i� 20 ft N otes: All joist and stringer spacing dimensions are measured in OC. v�i{itl I �. ,� �n oc ft4inOC ft 4 in OC ft 4 in OC ft 4 in OC ft4inOC ft4inOC ft 4 in OC ft4inOC ft 4 in OC ft3 inOC Warning and important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci0n final del diserio. EDGENET, INC. no asume ninguna responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta p3gina est� conforme a los t�rminos en la negaci6n, situada en el extremo de este documento. Copyright m 1989-2012 Edgenet, Inc. 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