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120 SE EVERETT MALL WAY BLDG 1 2018-01-02 MF Import
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120 SE EVERETT MALL WAY BLDG 1 2018-01-02 MF Import
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Last modified
2/4/2020 10:30:08 AM
Creation date
2/4/2020 10:16:20 AM
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Address Document
Street Name
SE EVERETT MALL WAY
Street Number
120
Tenant Name
BLDG 1
Imported From Microfiche
Yes
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�.,.� :•,,-. <br />•�., � <br />HOLDOWNS �,;�,;;:;j <br />Automatic Jigging Features (most <br />models) Insure Code-Aequired <br />7 Bolt-Nole Diameters Spacing <br />irom End of Vertical Member. <br />Speclal Patenled Feeturea: <br />HDN—Palented low•cosl "sell•jlgging" doslgn. ' <br />HD6—Palenled ledger supporl dos!gn ol base oflers <br />greater vaiues and eulomnlic �igging. <br />H09,14,15—AutomulicJi�ging seal extansion edds more <br />valuo. (palenl pending) <br />Appllcallon <br />k{D �ind HDN Holdowns lor slructural lie•down end averlurn requiremanls. <br />Locale on stud, mainlaining ihe disla�ces of 7 dias. ol Ihe stud bolls above plale, as Indicaled <br />by drawfngs. HD2 or H02N e�so makee an e:callent davle� lor tying wood well eeetlons <br />toverlicaleonerelamesonry. � <br />Archltee!'s Specllicetlon <br />HD (HDN) Holdowns shall ba used whera Indicaled end shall be equal In design and quality <br />lo SIMPSON STRONG•TIE HD (or HDN) type es manulaclured by Simpson Company. <br />Embedmenl o! base bold lo be specllied by engineer. <br />FINISH: Special currosion prateclion Ltnear Polymer Formula-Simpson Gray. <br />Holdowns may also be used lo tie belwoen Iloors, to tie purlins to <br />mesonry concrele wails, elc. <br />Mulm�m <br />��������� <br />�UnlormBuildnpCaEe�. AGCEPTANCEpenElnqlmH09,12enE15�Itim�olpuElic�Oon. <br />'B�s� IMalneu: HO t4�. Y.•, HD 7-'l: , HO 9. It.15. M'. Atl alA�a um1l� EOEy. <br />1.Overall Height ol Hoidown. <br />2. Sland•oll height—lor H02, 5 and 7. This Is �he minimum required spacing botwean Ihe <br />bollom ol lhe hotdown and ihe plate. <br />3. Dislance belween slud and cenler line ol anchor 6olt. <br />4. This anchoraqe Is the unquaiified I.C.B.O. specilication. Slandard washers are roqulred <br />wilh anchorage boils. The anchor bolt shal� have Ihe minimum embedmenl lo rssisl lhe <br />design load, wilh a hook return 7limes ihe diameter. Your engineer may specily eny <br />ailernale calcuiated to provide Ihe required anchorage loryour specilic�ob. Example: <br />machine bolls wilh embedded washer calculated by cone lormula. <br />5. Basic nllowabla values es slaled ere Ilmiled by wde vatuos into Ihe s�ud. <br />6. HD9. 72 and 15 roaulre a mfnlmum stud lhlckness of 344: <br />.o- . -�mo� <br />IMq�lID <br />.oe <br />r M <br />�o� — •+�uos <br />M <br />tlRC4�i1 �OWllNIW01i <br />al <br />J <br />Iled <br />. � , 6.6/Sim <br />;:: . ;. ,�, /y`- <br />;��.�,:.,�,�_ . . <br />�:� � <br />%�f1. �'. <br />':�;�� NEW! <br />,� :. <br />�r�;,: HD9 <br />'� �x'�H09,tII,aed151eature <br />�� iR. Nmd-olf aeel lor <br />;��, •,� graeterv�lueund <br />�y +; automellc��gging. <br />ik'- <br />ai <br />,� . . <br />, . ' �. <br />P�tent Pending. <br />'r. 5� � . � <br />y.,.1:: .: <br />� � �... ��.'. ,.�. I � .: ' � <br />y' <br />HD6 <br />� � HD6lutun� dott�d I� <br />• b�w lor n�Ar In�Ull�. y <br />.., tlon. L�dp�r �upporl d�• � <br />.' dpn al bu� otlerc <br />'' pn�lu rduu �nd �u�_ <br />' lom�lle�lpylnp. � <br />� . Dedpn Petenl <br />, � No. 221083 � . . � <br />� .,.'_ ,. . :'. � � <br />�• —I \�'' <br />Mlnlmow <br />W�II <br />P � . <br />
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