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0'-8" <br /> / <br /> it/ <br /> © 451CG003 HORIZONTAL 8" <br /> A7.07 a' Concrete Wall As Scheduled 451CG004 GLASS STOP 451CG014 SILL <br /> Backer Rod And Sealant ,k - - . ' Sealant 450126 SHIM SUPPORT 1 3/4" 4 1/2" 1 3/4" 451CG004 GLASS STOP <br /> �■ 1 451CG525 SHEAR BLOCK PACKAGE 451TVG316 END DAM <br /> . �� Kawneer 451 . 4 , _ V^ ° : <br /> Storefront Glazing Per 1—u- ° ° 4 41283 9037 FLASHING <br /> x 7/16" PHTCM <br /> Specifications ' G�II��� " Header Mullion d da : e Q <br /> ° 028808 #8 x 1/2" PHTF "AB" <br /> Concrete wall per plan. ' `a• . - _ ° d a 601CG524 SHEAR BLOCK PACKAGE <br /> • I: d <br /> Chamfer Edges Exposed . <br /> Corners With 3/4" < �,� - Storefront glazing <br /> Chamfer Strips, Typ. < I`ll ` . <br /> 1/2" Expansion Joint w/ Concrete Curb Per Detail Elevation $ d ° ° I ° <br /> Backer Rod and Sealant + e __ . ; ° ° e , . 44 • <br /> Both Sides) 7 4" Concrete Slab on Grade ° ° < .° d° ° N ' y =< -- Exposed concrete wall per plan. <br /> ( a <br /> A7.07 -.4,4° a „ . • _ chamfer edges w/exposed corner <br /> - Vapor Barrier per Specifications d a a a •°s T.O. STOREFRONT /" o 9 ° and 3/4"chamfer strips, typ. <br /> -- l i <br /> 129 - 6 <br /> w -. = - 24" Perimeter R-10 Insulation ; M _ c ---'-- � ° :4 �I - _ ° ° _ � � - T.O. CURB <br /> EXTERIOR '; :' -• INTERIOR I II <br /> Q a° ' Compacted Gravel a " ../ a. ° . d 120 - 0 <br /> > . a ad I ° <br /> Exterior Sidewalk Slope Awayd - -d _ - - - .° ° ° - ° (V ap <br /> fromStructure- Refer toCivil ° d , ° n . :`1d ° :.,.:(,):7446o., <br /> ° ° d <br /> Drawings for Grading and Slope. ° . t — <br /> •g °' a - " IIIr1111111LllhIIUIllllrllll -•••••: _ <br /> I :►:. - .►�� - - °••° hi�I lrJUSW PROW M.Fri l%M.lAY;Ii ri>e1413 4 Storefront glazing <br /> I — Ill 4 .• I 1— 1 —I 1 I—III— 1 —I I—III— I —I I—III— I —I I—III— I —I I °•4 <br /> Footing per Structural =III=III=1I =I '' ' • - -. - - :A-4.- 1=1I1=III=III=1I1=1I1=III=III=III=III=III=III=1I I=III=III- INTERIOR INTERIOR a ° ' ' T.O. SOUTH ENTRY <br /> 1'-6" min. below finish grade. —I I I=1 I I=III III ..,. -- I I=III=III—I I I=III=III=III=III=III=III=III=III=III=III ° <br /> Final depth per Site I I I=I I I=1 I =I I • ° " - •a °4 < - =III=III=II=II=III=III=III=III=1I1=1I1=1I1=1I1=I 11=III ° 118 - 8 <br /> P P _ _ _ <br /> Conditions (v.►.F.) III=III= i l III •�„' ' .° _ . - _.. d ' •''d a l l-III-III-III=III-III-III-III—III—ill—III—III—III—III—I I ° <br /> I III I I1I _ " =1I1=1I1=1I1=1I1\I I1=1I1=1I III=1I1=1I I=III—I I1=1 1=-1I I <br /> I I I—III—III I I p • ° ' :-:d -`- - a. 1 I-111—III—III111—-III—III=1 I I=I 11— 1—III-1 I I-111—III=I I 13/4" 41/2" 1 3/4" ° <br /> I 1-111=1I I=I I —I I ° �-III-111-III 11 IIII-III-I 1 IIII—III-III-1I I-11 I III-III / ' / <br /> 111=III-III • ° ° ° a a -I I1=1I I-III—- I I1-III--III-I I1—III-III-I -III-I I1-1I1-1I II- ---I I <br /> Note: Perimeter footing drains _ _ _ _ _ _ _ _ _ _ <br /> II-III-III—II—III=III=III=III=III=III=III=III=III-ITI-1 III=111=III=111=III=III=III=III=III=IIIII=III=111 8 <br /> not shown. Refer to civil 11=III—III—III=III=I I=I I I—i I I=I I=1 I I=III=III=I I=I I I=I I I=III=III=III=II I=III= I1 I I=I I I=1 I I=I I l=III=III= <br /> I I / / <br /> drawings for drainage plan II=I I=I =II EWE 11I—III=II=III=111=I11=III=III=I11=I11=I 1=111E111EIII=II =I11=111 111EIII=III=I11=III=IlI <br /> IIII III I I I I I I I I I I I I I II I I I I I III I III I I I I I I I I III I I I I III I I I I I II <br /> IIIIIIIIIII—,11IIIIIIIII,IIII11II,, IIIIIIIIIIIII IIIII IIIIIIII,III,IIIIII III III II IIIIIII-IIIIIII III O KA W 0NEER451- TYP. SECTION AT CONCRETE O O <br /> KAWNEER <br /> 451- HEAD DETAIL O KAWNEER 451- SILL AT SOUTH ENTRY <br /> Permit Set <br /> B 1804-011 <br /> 451CG001 MULLION/JAMB/SILL <br /> — 450126 SHIM SUPPORT <br /> 451CG011 TUBULAR HORIZONTAL <br /> 451CG005 TUBULAR MULLION 451CG004 GLASS STOP <br /> 451CG525 SHEAR BLOCK PACKAGE <br /> --- • • <br /> Exposed concrete wall per plan. ----_ - . - - _ <br /> a•° "� -a da° - d REGISTERED <br /> chamfer edges w/exposed corner ° a 4 M ` —__t ARCHITECT <br /> and 3/4" chamfer strips, typ. r No.8013 <br /> �,� Storefront glazing <br /> • y (, <br /> d aJoshua S.Scott <br /> - 4-17 ---- <br /> a` e. - b°a ` a9• <br /> a , Q d /��) (�o �- STATE OF ASH NGTON <br /> • i 0 •ISM <br /> V / /,/ <br /> 1.111B111 Fil 111111111M / /// / <br /> * / <br /> = a a d' 0 <br /> • <br /> ' d�_ .d° a • <br /> •�O I c� / <br /> 0. 01MISIE/5/5/11=1114/21111/140/01 <br /> ° Storefront glazing <br /> ° 'I <br /> Storefront glazing ••_ • <br /> - - _ 2" <br /> t. <br /> a Aa - e- 3/8'° 2" d°- - F6 <br /> /T—r ° 41/2" <br /> ® KAWNEER 451 — JAMB 5 KAWNEER 451 — VERTICAL MULLION © KAWNEERO 451— HORIZONTAL <br /> 6" = 1'-0" Ell = 1'-0" <br /> Mullion <br /> __---- Mullion <br /> Shear block ` .. <br /> .r ram. C\�, Shear block <br /> / / '� Head \ Head # DATE DESCRIPTION <br /> 8' <br /> 44,' <br /> 1 3/4" 4 1/2" 1 3/4" \« a + C <br /> V .',' - - - l‘- <br /> ' , '•., (-- 7 <br /> Storefront glazing - . a � '�� <br /> g g -- Exposed concrete wall per plan. \, <br /> ' °° chamfer edges w/exposed corner "N � * `� Glass stop <br /> DEVELOPMENT <br /> . p <br /> tr i and 3/4" chamfer strips, typ. Glass stop 1830 BICKFORD AVE, <br /> - Shear block SUITE 201 <br /> „�� hd 4 do �4. ,p Shear block SNOHOMISH, WA 98290 <br /> °: -, Intermediate Horizontal 206.755.1290 <br /> ° I ° Intermediate Horizontal <br /> °as - ��;-�� � � <br /> • °. N °< \ \ �.110104, <br /> , — Glass stop <br /> ° 451CG014 SILL ���V a Flat filler �I► <br /> i ' 451CG004 GLASS STOP Sill <br /> filler <br /> �1 Glass stop 1 <br /> Flat <br /> � ° ` 451TVG316 END DAM ~, ' Sill <br /> r 1020 North Broadway <br /> T.O. CURB ° M - \ 1 ° �- 451VG037 FLASHING ` h Y <br /> 122' - 0" d 4—� ° Shear block Sill flashing Everett, A 98403 <br /> ° `_ 128369 1/4" -20 x 7/16" PHTCM <br /> 028808 #8 x 1/2"PHTF"AB" Shear block Sill flashing <br /> ° <br /> ' =° a- 601CG524 SHEAR BLOCK PACKAGE <br /> l 4 STOREFRONT DETAILS <br /> KAWNEER 451 SERIES <br /> KAWNEER 451— SILL KAWNEER 451 — AXON — FRONT KAWNEER 451 — AXON — BACK DATE: Issue Date <br /> 6" 1_ - _ <br /> 0 = 1 1-0 II ® 3/4II = 1 0II 3/4II = 1I 0 <br /> it <br /> SHEET: <br /> SHEER BLOCKING ASSEMBLY A7 . 07 <br />