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2325 75TH ST SE 2020 Plans 2022-12-06 (2)
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2325 75TH ST SE 2020 Plans 2022-12-06 (2)
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Last modified
12/6/2022 1:39:23 PM
Creation date
10/19/2021 1:54:58 PM
Metadata
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Template:
Address Document
Street Name
75TH ST SE
Street Number
2325
Permit
C2010-003
Year
2020
Notes
Construct new SFR w/ attached garage
Address Document Type
Plans
Imported From Microfiche
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tIOLDOWN 5CtIff-DULE <br />�iOLDOWN5 NSTALLED N NEW FOUNDATIONS <br />EVERp 101 <br />k � f <br />F , <br />u <br />.. _ ... .. <br />s ._..: `�°.: � <br />R � r ... <br />^ <br />r_ 1t <br />REQUIRE �, €. ._ ,�. f "'. +UNLESS NOTED € � } 4€� It HD1' N HH1, .1 4. REQUIRE <br />iERiR` Sys `z <br />THE <br />D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO THE WDE FACE OF THE STUD, <br />E _.STITCH NAILED TOGETHER STAGGERED '. SINKERS <br />4. <br />MINIMUM w x't DISTANCE FORMED i_.. CONCRETE EXPOSED TO WEATHER OR SOIL. CONCRETE <br />CAST AGAINST <br />€ i PROVIDE `, CLEAR <br />i R ANCHOR BOLT. <br />, <br />r ' <br />z <br />� u <br />t tt44 � <br />4 yy <br />0 <br />FROST DEPTH <br />Gil 18 - MIN) <br />M <br />FNDN4SHEARWAL <br />SM SON ECCO9 Um� O� <br />5ZAM__ ONE SIDE) <br />`® POST TO BEAM CONN. <br />INSTALLED2. <br />1 EITHER HORIZONTALLY <br />( R{ _ NTn .c ¢. VERTICALLY. SHEARWALL <br />MUST <br />, �� <br />SHEATHING M ° .` EXTEND TO HE OUTI D EDGE OF �,... HO Di f N POSTS AND CORNERS, �i k <br />P .E INSIDE ,j OF FRAMING OPENINGS. <br />� <br />,,.i_ An -LL NAILING CRITERIA BASED TABLE { ,._ t0' 4 F THE INTERNATIONAL <br />.G <br />BUILDING CODE. VALUES ,+ 'R i. BASED ON .., B SHEATHING HEM —FIR AND <br />FRAMING <br />COMM <br />ON <br />HOLDOWNS AND OTHER CONNECTIONS <br />REQUIRED5. <br />MAY BE AT THE <br />ENDS OF <br />MANY <br />SHEAi- rLS. SIZES AND LOCATIONS <br />THESECONNECTORS <br />INDICATED <br />ON THE PLAN <br />REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE <br />FOR ADDITIONAL <br />I <br />INFORMATION REGARDING Ajy,'.iO.., BOLTS, <br />EMBEDMENT LENGTH, <br />WHERE <br />MEMBER OF THE POST. <br />7. ALL <br />�4 6. <br />HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE <br />LE MAY BE <br />CONCRETE. <br />SHALL SUBSTITUTED <br />MINIMUM <br />OF t P <br />i4 INTO � b <br />CORROSION.8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR <br />BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST <br />milM sk_. <br />p� , <br />RAEMPPNIIEEM <br />� r�X P:u R� 4 �� e •.. <br />4-1 <br />Cn <br />0 <br />L <br />ui <br />0 <br />04 <br />co <br />4-1 <br />o 0�d <br />®�. <br />0 <br />p d <br />0 <br />tl p u <br />c <br />L <br />In <br />o' <br />X <br />LLJ <br />x <br />Ell-,' <br />X <br />Lij <br />X <br />> <br />< <br />LLJ <br />Drcn HIS <br />Checked By. CHRIS <br />Date: 0-1 1 —2 <br />
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