4708 DELAWARE AVE 2016-01-01 MF Import

i �.�� l��._.t� :� . I _�. . �-. . - . . ; . � II�PALY11 IOWN![NP I411 • REALTY SPECIALTIES,INC. S14 N.E. 165th Seattle,Washingron 98155 EM �•17�1 CASE N056�-169963-221 STRUCTU:IAL PEST INSPECTIO�EPORT 1.1 Property Locaiion Wa ' Date: �r�h 30. 1972 S�rcet ci� NAA1E OF OWNER �� propart� DS�po�itlon REPORT NO ' INSPECTION ORDEREO BY S�lective Proper[Se� TELEPHONE - �REPORT SENT TO Selective Proxrila• 4322 Ruek�r Everett�yw�hing�nn Name Slreet City � INSPECT:D BY Fonut tkiaht STATE CERTIFICATE N0. L�SO 1.2 In order lhal all interested p�Ries may 6e aware ot what is and whal is not inetuded in �he stope and eontent of this report, ihe structurat pesl conlrol sWntlards of the Washmgton Stite Pest Control Associalion are outlined on Page 2 . of this report. Please mad lhem carefully. II the addcess, descnption tliagram or other information given in the re- porl fails lo conlorm m tinown data, inform ihe inspeclor immetliately, relrain from using this report until a lull under- standingis rcached. ALL WORK PERFORfv1ED UNDER THESE SPECIFICATIONS SHALL MEET THE MINIMUM STANDAROS OF 7HE HOUSING CODE IN EFFECT IN THIS AREA AND IS TO COMPLY WITH ALL LOCAL LAWS AND ORD�NANCES. " � TNASH AND DEBRIS FROM WORKMANSHIP MUST BE REMOVED FROM PROPERTY. 3.1 �Re•screen Ihe existing toundalion venls with 6�a" mesh galvanized hardware cloth. (and . . .) (See No. 32). 3.2 �Frame with brick mold. Appty taulking materials to prevent water leaks. Caulking materials to be applied so as to leave a clean,neat appearance. (Metal"nail-on"vents are not acceptable). 3.3 ❑ Provide new crawl space vents screened with !a' mesh galvanized hardware cloth near all umented corners, � � Vents lo be framed wilh brick mold. Apply caulking materials lo prevent �vater leaks. Caulking malerials lo be applieJ so as to Ieave a clean, neat appearance. (�detal"naibon"vents are not acceptable). 3.4 ❑ Provlde basement window wells of concre.te ar morlar finish,concrele block for all windows located 6elow grade. . Repai� any damaged or rotled winAow iraming. � 3.5 �Provide crawl space vent wells ot concrete or mortar tinishetl concrete 61ock lor all vents located below g2de. Repair any d,maged or rotted vent treming. 3.6 ❑ [xcavale soil from crawl space to allow 18" tlearonce between soil and joist. Install new or repair existing pie�s and posls to maintain proper support for the understructure where necessary. Soil to stope away (rom foolings (approximately 30°o gradel. All support posts to bear upon above grade concrete pier bbtks. ' 3.7 ❑ Provide aacss betwcen trawl areas. � � 3.8 � Alter access lias been made to lhe existing inaccessible areas, (see diagram), an interim inspectian is necessary to determine iF additional work is necessary tor satisfactory compietion of all repairs. (phone EM 4-1731 (or in- spection). 3.9 ❑ Replace all structurally unsound structural materials to include� p sub floors p finish 1loors, rotted or damaged ❑ beams p plates ',_,l supports 0 joists as indicated in diagram. Install suffitient protective flashings or barriers to prevenr reoccurance, Atl areas ot structurai damage are to be replaced or repaired to a condition equal to adjacent areas where no infestations ex• ist. Broken or damaged siding or olher finish matcrials to be replaced with new materials when removed to la• tilitate repairs. � 3.10 [] Replace IraminG as necessary and inslall a new crawl hole doo� and provide a locking device. ((Oo nol install keyed locks or padlocks). 3.11 LI Inslall m�w (ram��g and new crawl hole door QB" z 24'7 and provide a locking device, (Do no[ install keyed locks or padlocksl. 3.12 [] Conslruct a new crawl hole access we�l (3' z 3' O.D.) ot contrete or tonerete biocks. Inslall approximately d" ol pea gravel fur drainage. NOTE: Factory made crawl hole wells acceptable where covers are not required. 3.13 [j Construct and install an aceesstveil cover ol wood with roofing or other rain pmof materiais. See constructioq dia- gram rJ enclosed [] available at brokers' oflite. 3.14 ❑ Trench soil of crawl area m allow water drainage to autlet located at footing. See diagram. 3.15 ❑ InsWll a four inch light line Irom thc trawl area lo nearest and lowest eievation that will allow gravity drainage fmm thc Crawl arca �o: 3.16 Ll Trench soil of enlire crawl area to allow water drainage to lhe lowest point and install a sump well (minimum ca- pacily of 6�ubic Iret) and pump to remove sub walers. (Electriwl service to pump includedl, pump to be a su6- . mcrsible Ivpe (Hvdromalic No. SP25A or betler). Test lor proper operation 3.17 I I �ndr snil aw.iy Imm hnusr siAing or skirtings to e�iminate wood;soil conWcis anA expose a minimum ot 4 inches hehvecn wonJ and so�l Grading to be periormed to faciliWte drainage away Irom tlie slructure. (NOTE: Narrow irrm hmi; is nol acc��plahln), Repair rot or damage �o sidinn and I�aming as may be revealecl as a resull ol Gradmg. foivre itii a � .� . .