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2059 Shalimar Loop 12-660JAN 1. 2017 . a M CITY Of S NFORD . _._.___ ILDING &FIREPREIRNTION ERMIT A PLICATION / 1 70 el Application No: tob D Documented Construction Value: �► Job Address: h l i Historic District: Yes ❑ No'D ParcelID: /D-p'�p'"�r%'/L .�Gr% �'C/ Zoning: Description of Work IM9 ft-U14M Plan Review Contact Person: Ways . Cla(�- Title: Phone: U01— ISI -611 Fax:40* 1- q0S -%1%ems E-mail:( bylad kin 1mf eow� Property Owner Information Name , i Phone: Street:nn Resident of property? • 1,`�► A City, State Zip: W1Y AV- 00A. 1.3SI99 Contractor Information Name Phone: Street: Pa& AuLnue (' Fax: 10—I—q�—S13 City, State Zip: Wlll�ttf 0 IL State License No.: Q;i t 151 isco Architect/Engineer Information / ..y w -. r. Name: W IU tits In 6 Phone: lay I l 2 � Street: ?1 S WaMOVIE 1' QP1 Fax: City, St, Zip: &VQ%A tw41y.SA R. E-mail: Bonding Company: Mortgage Lender: u Address:"/K'PQ' Address: /`/ p " Y„� r / PERMIT INFORMATION P . v( Building ermit Square Footage:Old Construction Type: No. of Stories: 2 No. of Dwelling, Units: _ Flood Zone: Electrical ❑ Plumbing New Service — No. of AMPS:_ New Construction W No. of Fixtures: Mechanical ❑ (Duct layout required For new systems) Fire Sprinkler/Alarm ❑ No. of heads: v I q 3 OAS 46 .�- 9�°qS, 11 0"8 CJA3 EJA2 NV co '-EJA2 a' EJA2 EJA2 CJA R d 10 Q co `d - O N FLOORS oil /,I • - 1►� •1• 1 • �� • SII ,, -i RUN 1/2" PLY W15'1 TO BTM CH ►i P001 FT7B TPTH05E ELEV— A WALL LEGEND 9'- C/L 13'-0" A.F.F 18'-10" A.F.F 19'-10" 21' © AHU 28 20' 001 AHU26-2 SL SSL26 DO AHU28-2 3 F20 C /L --- — 2" F22ir .►1 C /L 20'10"8 WALL TO WALL )L 19'10" .�I�I F FT43 r O 1 , .- 2 20' J HELD BACK 1/2" FROM 1111111 KTHGQ3 HELD BACK 1/2" FROM F1 SPECIAL CONNECTION BY OTHERS 21' 1 EDGE OF BLOCK WALL 2" VIII 19'10" WALL TO WALL 2" 0 19'10" WALL TO WALL 2 " 20W41- N DRS o"8 UP now Apr HELD BACK 1/2" FROM F3 r HELD BACK 1/2" FROM HELD BACK N • 40 • �� I N F2 EDGE !►/ 1 ,u- OF BLOCK WALL F2 C-4 I' ' A N • Po PO F13 . MEN ►� 1 Xi www��:.•.��:wwww� F13 ° �:�� I f'-: I I.I 01/:-, "DRS 3 • sf I I N i.A��, ��I���A.A.�. ,♦AA /�. DRS l: • I N F3 1.. I 'FROM • • 1 J DRS iti HELD I I FROM F3 1'- 4" FLOORS N ::..: F3 �'.,..:,:; M.w�::�:■�®.:�:I�t■tl�:■.�ta�.I�l.l.�o 1 I `� I I DRS I ; .. TOP 0 10,-8" N I I BTM ® 9'-4" N N 2 -PLY I .' r DRS 00 R I I 152) N l.' I� DRS ...:' •. N F13 1� ' I I I LL -L Ilip r ''., F13 o R I I 1 -4 FLOORS F 3= Q O o / • @1 it L AL 2-PLY - ��JAC F13 W :- I :.`•<:: :t Ir I •.. i 1 -4" FLOORS cV - - - - - - - - - _ r n I. I 1 -4 FLOORS I'':>.: :•I F13 N I- - c7 I I AHU I I HASE I F15 r I 1'''•.: I N ZT-7 F6I: .. I I- — -M — �r] - II "A .. N IX97 I. 1. : I N DRS r I i..... — — W -- J F2� a I i I ° DRS t N 17 y N X N L ... I 4.. 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BLOCK WALL -v�IsA:_ 6 102' AHU26 25 AHU46 54 © AHU 28 SR 001 AHU26-2 SL SSL26 DO AHU28-2 3 C /L --- — AGUS26-2T 8 SSL46 C /L AGUS28-2T1vOR MSR26-2 © .�I�I C /L r O AGUS28-3T 2 20' J � -►� 111 KTHGQ3 20' SPECIAL CONNECTION BY OTHERS 21' 2" VIII 19'10" WALL TO WALL 2" _I�� 19'10" WALL TO WALL 2 " 20W41- TO WALL o"8 HELD BACK 1/2" FROM HELD BACK 1/2" FROM HELD BACK 1/2" FROM F2 F2 EDGE OF BLOCK WALL EDGE OF BLOCK WALL F2 C-4 til IN AHU F1 Po PO F13 F13 MEN !, I F13 ° DRS `� f'-: I I.I 01/:-, "DRS 3 • 1 1 1ANN' 4 1 1 .�♦A�,.%�I1 .:.. I .• I i.A��, ��I���A.A.�. ,♦AA /�. DRS l: • I N p 'FROM • • I `.:::' I DRS iti HELD I I FROM F3 SII ��.: �:�•:� .r..nr..rr.:�..l�:�rl�.■ M.w�::�:■�®.:�:I�t■tl�:■.�ta�.I�l.l.�o I `� I I I 1 N DRS DRS 00 R I I 152) N l.' I� F3 vm F13 ' I �: ''., F13 o R I I 1 -4 FLOORS F 3= Q O o / • @1 it F13 W :- CI • Ir I •.. i 1 -4" FLOORS cV r n I. I 1 -4 FLOORS I'':>.: :•I F13 N I' .a F15 F13 F13 T-4 TOP " r'.. ' 1 ®10'_8 (,: '•. 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I I M F13A I I I h•., I I ME y - 1 :.,: I I I I I FT29 1 r;FJ : -1 _ -111, A ►,I I t I � F1 3r) I i -) LL I I N 00 ao t; I I LO FIC)�I I I I I I TdP dF PbsT1 1 3'6"8 1- — I ZLII 5/12 5'4" 12' Zo' TP TH 01 ELEV-13 DETAIL_ AT FIRE RATED PANEL_ 3» 2- d- 5 )) �-- 5» FLOOR STUB 2 3/4" FROM EXT. BLOCK WALL -v�IsA:_ 6 NOTED OTHERWISE AHU26 25 AHU46 54 © AHU 28 SR 001 AHU26-2 SL SSL26 DO AHU28-2 3 SSR46 --- — AGUS26-2T 8 SSL46 F� AGUS28-2T1vOR MSR26-2 © .�I�I r O AGUS28-3T 2 KTHGQ2 J � -►� 111 KTHGQ3 O SPECIAL CONNECTION BY OTHERS VIII _I�� F20 IF FLOORS C-4 til IN AHU •• MEN �•.1�.-♦A�1►�. �1, 00 lid-SHIM�. C 10'-8 I.I 01/:-, • 1 1 1ANN' 4 1 1 .�♦A�,.%�I1 • i.A��, ��I���A.A.�. ,♦AA /�. 1, / �`�.\ 1.�TOP p 'FROM • • ............................... HELD BACK FROM - SII ��.: �:�•:� .r..nr..rr.:�..l�:�rl�.■ M.w�::�:■�®.:�:I�t■tl�:■.�ta�.I�l.l.�o I DRS DRS 00 R i•F 152) ►�, :�:®e�:�rr_:�� 2X8 LEDGER - alp ��:�t.t:.r�� �: i•-•. J� / • @1 it W 1 • CI • • F15 T-4 r 2 -PI Y IQ BIM CHORD 2 -PLY -2-PLY OJ —►�I����'i r �� !►/►�'�`' ��♦�•��� X11 V-4" FLOORS •• CN ME 1 • 1.1 ►,I Mi ZLII 5/12 5'4" 12' Zo' TP TH 01 ELEV-13 DETAIL_ AT FIRE RATED PANEL_ 3» 2- d- 5 )) �-- 5» FLOOR STUB 2 3/4" FROM EXT. BLOCK WALL * ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. * ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS NOTED OTHERWISE. * TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERWISE AHU26 25 AHU46 54 © AHU 28 SR 001 AHU26-2 SL SSL26 DO AHU28-2 3 SSR46 O AGUS26-2T 8 SSL46 F� AGUS28-2T1vOR MSR26-2 © .�I�I ZLII 5/12 5'4" 12' Zo' TP TH 01 ELEV-13 DETAIL_ AT FIRE RATED PANEL_ 3» 2- d- 5 )) �-- 5» FLOOR STUB 2 3/4" FROM EXT. BLOCK WALL ALL 4' 18'4" 6'6" 20' 20' 102' TP TH 0 3 TP TH 0 2 ELEV— A ELEV— A NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6'-0" o.c. max.. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. 12'10" EDGE OF BLOCK WALL 20'4" 20' TPTH05E ELEV--B LO M w U U 0 3� so O FLOOR END DETAIL — 4x2 FLRS � 1" r -IN HOLD BACK 2x4 RIBBON BY OTHERS 1'-4" DEEP FLOORS TOP @ 9,-4 ~- BTM @ 10' -8 APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2x4 NOM. 1r) �IQD OFFICE c JAN '0 6 2012 TRUSS, END DETAL. HANGER LEGEND * ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. * ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS NOTED OTHERWISE. * TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERWISE AHU26 25 AHU46 54 © AHU 28 SR SSR 26 AHU26-2 SL SSL26 DO AHU28-2 3 SSR46 O AGUS26-2T 8 SSL46 F� AGUS28-2T1vOR MSR26-2 © .�I�I MSL26-2 O AGUS28-3T 2 KTHGQ2 I►I � -►� 111 KTHGQ3 O SPECIAL CONNECTION BY OTHERS MIMS, Pd �•.1�.-♦A�1►�. �1, � 111►AA %�-,/-1'.\I►.�. ! lid-SHIM�. I.I 01/:-, 1 1 1ANN' 4 1 1 .�♦A�,.%�I1 ��...�, i.A��, ��I���A.A.�. ,♦AA /�. 1, / HE�D �A 'FROM HELD BACK FROM ALL 4' 18'4" 6'6" 20' 20' 102' TP TH 0 3 TP TH 0 2 ELEV— A ELEV— A NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6'-0" o.c. max.. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. 12'10" EDGE OF BLOCK WALL 20'4" 20' TPTH05E ELEV--B LO M w U U 0 3� so O FLOOR END DETAIL — 4x2 FLRS � 1" r -IN HOLD BACK 2x4 RIBBON BY OTHERS 1'-4" DEEP FLOORS TOP @ 9,-4 ~- BTM @ 10' -8 APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2x4 NOM. 1r) �IQD OFFICE c JAN '0 6 2012 TRUSS, END DETAL. HANGER LEGEND * ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. * ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS NOTED OTHERWISE. * TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS NOTED OTHERWISE AHU26 25 AHU46 54 © AHU 28 SR SSR 26 AHU26-2 SL SSL26 DO AHU28-2 3 SSR46 O AGUS26-2T 8 SSL46 F� AGUS28-2T1vOR MSR26-2 © AGUS26-3TIvOL MSL26-2 O AGUS28-3T 2 KTHGQ2 �3 KTHGQ3 O SPECIAL CONNECTION BY OTHERS