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Continuous sealant along type of flashing AIVI ER I CAN <br /> Counter flashing Counter flashing <br /> Pre-engineered metal building roof to wall flashing gstanding panelp CONSTRUCTION SERVICES,INC. <br /> L ,y \— 24 a aluminized steel seam roof with tall clips and <br /> thermal blocks over 8""Z" girts at 5' c/c. R=25 + R=11 Liner <br /> Continuous sealant along type of flashing / / System -Skyliner Insulation System (U=0.031) <br /> Pre-finished metal coping over 2 x 12 nailer / / 24ga aluminized steel standing seam roof with tall panel clips and 4( * * * ** ici� <br /> Pre-engineered metal building roof to wall flashing <br /> / thermal blocks over 8""Z"girls at 5' c/c. R=25 + R=11 Liner .0 -4( <br /> a System -Skyliner Insulation System (U=0 031) �r <br /> Existing Class A Metal Roof <br /> New Class A Slip angle clip on rake support angle 3350 SOUTH RIVER ROAD <br /> - Metal Roof r;, _ WEST BEND, WI 53095-7884 <br /> Existing Building "' \ iiiiiiiii <br /> �•r'��•�•�••�••••�••�•�••��•� Pre-finished steel rake trim 11 40 . l I1 .�, V (262) 334-3811 FAX: (262) 334-4990 <br /> lI Yt YYt t t t Rake trim support over outside closure strip. _ t rft rI t t illi <br /> A Pre-finished deluxe eave trim <br /> / Endwall rafter 4. . <br /> 41 <br /> illVItRICA11 <br /> y . / - New building structural frame 4,- <br /> 1 ` Inside closure strip, eave support trip and eave ARCHITECTURAL GROUP. INC. <br /> �'41 . closure flashing <br /> Pre-finished deluxe eave trim f'�/ '. ���� �� ����,��� * ** �� <br /> / 8....Z..girt (typical) •� l� ���������l�� ' _ 4 <br /> existing / / •=� 8" eave strut. rT �,_ _ —, 3350 SOUTH RIVER ROAD <br /> Removee flashing 2 �, Outside closure strip � ''i' �' ' <br /> /� ,� WEST BEND, WI 53095-7884 <br /> / / 26ga pre-finished ribbed steel siding over (262) 334-3811 FAX: (262) 334-4990 <br /> / / R-25+ R-10 (.047 U-factor) R-10 between girt/ / � <br /> 44.'" self-adhesive thermal blocks on 8""Z"girts 1'-0" e.� <br /> / / and metal panel and R-25 cavity insulation ' (typical). 4 <br /> / / 4, .r. <br /> / / <br /> i/ / i• , <br /> i/ / 4:♦ / : <br /> � <br /> / / ir 4, <br /> / / 41, R-25+ R-10 (.047 U-factor) R-10 between girt .. <br /> / / 4 and metal panel and R-25 cavity insulation ►. <br /> / / .1 <br /> / / i' ir♦ <br /> / / . 4. <br /> .1 <br /> / / v 4 4 <br /> / / 26ga pre-finished ribbed steel siding over i ♦ i./ . <br /> self-adhesive thermal blocks on 8""Z"girts 4. '' '. <br /> / / (typical). it 4r <br /> 4. <br /> 1 a• 12" CMU bond beam reinf. w/ v it <br /> 4, . .a. <br /> O (2)#5 x cont. rods. err♦ it <br /> ►� <br /> X 4. <br /> 41 ► W <br /> / / 8""Z"girt (typical) •.• 8""Z"girt (typical) 1 . <br /> / / 4'll a <',. <br /> / / <br /> 4, <br /> 11100. A <br /> / / 41 4 <br /> / / S�S r` <br /> / / <br /> ►� 4, p_ <br /> 41' SE <br /> 4. <br /> 4. <br /> / .4.• . <br /> . <br /> / / .1 a <br /> W <br /> ► <br /> / / 4 <br /> v ,/ / < 41 4 <br /> in / / j .►r�i. <br /> ... <br /> co 44 <br /> W <br /> / / CV •1, <br /> / / N 4 <br /> ►i�� o 4 <br /> X / , • <br /> ►��. <br /> Z <br /> m/ / <br /> / / � <br /> �> /CO / / ► 0 <br /> . <br /> ., � U <br /> 8""Z"girt (typical) 4,4 8""Z"girt (typical) ism. <br /> lib I■■L■I <br /> Y 12" CMU bond beam reinf w/ 4,� met r 1 <br /> O • a•/ (2)#5 x cont. rods. \�■■// Z <br /> J � <br /> . -\ 41* 4 V ^` <br /> / / irr♦ i.. r Q <br /> a <br /> 3HOURFIREWALL12" CMU fir: I N Q <br /> / / UL Design No. U904 4' ... �..f..� < LJ..I <br /> / / See Structural Plans for notes 4 4 . _ L....ff...�� <br /> / / <br /> / / 4' , �/ <br /> i D n/ <br /> CC <br /> / � 4 LLI ce m <br /> it 4. <br /> / 41 4 <br /> Z u■. <br /> Cf) ii <br /> 0 <br /> / / � 4. <br /> 4 LLI <br /> / / 4. � <br /> �♦ O <br /> c Z <br /> .. .► a./ � 41 <br /> 1 1 ce CO M O <br /> / / 6"fiber reinforced concrete slab-on-grade r• 6"fiber reinforced concrete slab-on-grade a. a. H <br /> / / over poly vapor barrier+ 2" R = 10 rigid .o. over poly vapor barrier on 2" R = 10 rigid .►� <br /> 0 <br /> insulation/ / on 6" minimum compacted it insulation on 6" minimum compacted it <br /> granular base. i granular base. i' <br /> / / .. 4 Issue: <br /> / / I i 09/22/2020/ / �8" base girt. Attach to slab with (2) %" concrete8" base girt. Attach to stem wall with (2) %" ter: 10/09/2020/ \anchors each 5' , concrete anchors each 5' i" <br /> / / .„;•„„,„ .,,�� 10/16/2020 <br /> ig • <br /> / / ■.t a L <br /> / / <br /> ii <br /> / // // / Id <br /> / / Inside closure strip over base flashing —i� 1 Inside closure strip over base flashing i• <br /> • <br /> / / Protection board overperimeter insulation. I i� I ° Protection board overperimeter insulation. I i� d <br /> , ♦ a ma ° �Ill��q,ll �� a a co ° Document Date: <br /> / / /i .Y IIL;ILLI, .. a ►�IIIL, .��ii� <br /> Finish grade ■� Finish grade ■� ° <br /> / / <br /> / / 6"fiber reinforced concrete slab-on-grade •_ _ I I_ =11 ■t = = -11 ■t 2 2 SEPTEMBER 2020 <br /> , , <br /> / / over poly vapor barrier+ 2" R = 10 rigid ■�° N ■�° N <br /> / / insulation on 6" minimum compacted <br /> / / <br /> granular base. �• 10` off 1� I ......... <br /> — — Hook anchor bolts see structural =� ♦� �� '� ° <br /> / / .� 1, Tj� P •' ;1 I I >— Project Number: <br /> 1 1/2"x cont. R = 7.5 perimeter foundation insulation. �1: a/ / <br /> perimeteri� lar / 20020 <br /> / / 1• 1 1/2"x cont. R = 7.5 foundation insulation. _ 1• / <br /> / <br /> / ° a Concrete foundation wall see structural II � la / a Concrete foundation wall beyond 11 � , d a / <br /> -Fil / / a s :° a s a aSheet Title: <br /> \ , C ._.•iASS!i!i!i!i!i!i!i!k Compacted granular backfill 1 • <br /> �� / Concrete pier see structural 1 / FLOOR PLAN <br /> ` N I 1, ° / \ 1� ° a ® / <br /> A <br /> `° / / d 1 11 I / 1 1: I d / <br /> Na \ \ . / Compacted granular backfill \ ;� <br /> / See Structural Plans for notes <br /> H a <br /> co a + <br /> 1� 1� �� <br /> + T 1 1♦° <br /> 1 1 1♦° / <br /> o ° \ 1 1• G I <br /> \ 1 1• G I0 <br /> I <br /> cO Concrete wall footingsee structural aI / o Concrete wall footing see structural a _ a / <br /> \ 1lift J / \ 1 / Sheet Number: <br /> 1'-6" <br /> 1 <br /> 'Jr <br /> 'Jr / 6" / 1'-7 1/2" 10 1/2" / <br /> 1-8" <br /> 3'-0" <br /> / / <br /> 1_0 <br /> SECTION <br /> 0 <br /> SECTION 0 SECTION O <br /> TYPICAL FIRE BARRIER 3/4" _ �1_0 TYPICAL ENDWALL 3/4" _ � TYPICAL SIDEWALL 3/4" = 1'-0" <br />