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HomeMy WebLinkAbout0559.01 Building PlansLAYER ON ': 1W '1 m ' BORDER 1 , t 1 A 1 CABINET t� COL Y C -GRID m W DET -NOTE DETAIL AF DIM DDDR ;� 4'nv�iw�i�i"4 d ': 1W '1 KEY ` 1 , t 1 A 1 I_.IG T Y •• �„?_GRIL�� NOTE5 AF OH PL 1X'� • K?'�L ,w a Y" A 1 1 III• ZO I' RMNOSITE _� tu Z WW_ 111 1 i -- I I - i FENCE 11' NORTH OF PROPERTY LINE I :�C.HEp j r -;9 ------ -- ------_.-----------------------.--_.----------- _-----_— _--- _. _ -----------------_ — --- — ---- -- ———— — — —— VENT Q z x WASTE' f. r W IN i KEY t e I a ; I (MS6t FT) BLDG r i 1 I i + 200' TO PROPERTY LINE _ 1 1 l IL r ; Or FA REVIEW ONLY PAUL. THO" lA5 COPY 511 E FL.A�I SCALE I/40" = l'-011 lU3aJ s I I ': 1W '1 t c f I 1 , t 1 A 1 { Y AF Q ,w a p a ( i. 1 1 III• ZO I' I _� tu Z WW_ 111 1 i -- I I - i FENCE 11' NORTH OF PROPERTY LINE I 1 1 5 Z Ca PROPERTY LIFE r -;9 ------ -- ------_.-----------------------.--_.----------- _-----_— _--- _. _ -----------------_ — --- — ---- -- ———— — — —— IL r ; Or FA REVIEW ONLY PAUL. THO" lA5 COPY 511 E FL.A�I SCALE I/40" = l'-011 z �10 zri m m�� N r L IOPW4 I i' Ii �f { L i SHEET NO. REV1510N # Original DATE DWN. NO. '130020 I J r i r 1 { Y V Q X tU ZO wO O z _� tu Z WW_ 111 J Q Ate; U Q z x r i z �10 zri m m�� N r L IOPW4 I i' Ii �f { L i SHEET NO. REV1510N # Original DATE DWN. NO. '130020 I J r i r 1 V X Q to wO O 'p■ 1IY WW_ J Ate; Q z x r z �10 zri m m�� N r L IOPW4 I i' Ii �f { L i SHEET NO. REV1510N # Original DATE DWN. NO. '130020 I J r i r 0L 4 ('OPYRIGHT FBi Buildings, Inc. STEEL ROnFINr, 5CREWED 2x4 PURL 2'-0" O.C. 2X4 KICN 2xG BARC PA5CIA GUTTER 24" ALUM (VENTED) 11=1 b " IN C (G) 2x4 girt 23 3/4" Inc 5TEEL 51L 5CREWEE 2x8 TR, C DRIP CAP (2) GALV. ANCHOR W/ I GcI C IG"OxG' 2xG 2xG 5' 2x6 P05 BOTTOM CHORD OF END TRU55 — 2x6 2x4 A HEADER DETAIL A1.1 SCALE: V= 1'-G" T IL a C C C 2 �. W�Mi r 1 ri'- WALL SECTION A1.1 SCALE: 1/2= 1'-0" 3 PLY 2xb LAM COLUMN 2xb BLOCK (1) LAYER7/16" 055 NAIL 055 W/ 1 1/2" 51DINC7 NAIL5 ® 4" O.G. ON PERIMETER 4 12" O.G. ON INTERMEDIATE CIRT5 2xb BLOCK 3 PLY 2xb LAM COLUMN "7/1611 053 DETAIL SCALE: N.T.S. 0 HEAVY PAF 2x12 SP 2250f -1.9E 240 SP 2250f -1,9E 2x4 SP #2 WARNINGI FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW, THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS (A) CONTINUOUS LATERAL BRACING, EQUALLY SPACED ON MEMBER, IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 2 24.00' OC & BC 2 120.00' OC, TRUSSES TO BE SPACED AT 96.0' OC MAXIMUM. SG 1 4 �- 'a AT OF po r�Z ®1' J'•u*00/f Ao®eooeoe��� DESC. = 60 HEAVY PLATE-WAVE-TPI95 TPI(EMP) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18,2e6 sLU SCALE = 1/i1c =0,1360 WARNINGx TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO (n I— TC LL 25.0 PSF REF N LtJ Uj IB -91 <F14V1 53 INSTALLING AND PRACTICE PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 383 DOTHER I DR., SUITE 200, MADISON , WY 33JL9), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED., TDP O� C, TC DL 4.0 PSF DATE 10/09/98 111FB1 HORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID v a (j/ 10 CA W mN 10 NErnrn.o CEILING, Nv Go 4) - � - MCC N-70 BC DL 1,0 PSF DRWG FBI Buildings, Inc. xxIMPORTANTxx FURNISH A COPY OF DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERING PRODUCTS, INC. THE TRUSS IN CONFORMANCE W17H BC LL 0.0 PSF MLH 3823 W 1600 S SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TD BUILD TPIj OR FABRICATING, HANDLING. SHIPPING INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS W17H APPLICABLE RDVISIONS OF NDS NATIONAL DESIGN SPECIFICATIONS PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T❑T.LD, 30.0 PSF ❑/A LEN, 60 TPI. ALPINE CONNECTORS ARE MADE O' 20 W ASTM A633 GR40 GALV. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO EACH POSITION CONNECTORS PER DRAVING 160 A -L THE SEAL 1.15 219-261-2157 Phone ACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, DUR.FAC, 219-261-3193 Fax THUS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ES THE RESPONSIBILITY OF THE SPACING 96.0" TYPE CMN UILDIW DESIGNER, PER ANSI/ TPI 1-1993 SECTION 2. TRUSS DRAWING SCALE: N.T.S. 00, �8'-O" 8'-O" 8'-O" 8'-O" 8'-O" V' -O" 8'-O" 8'-O" 81 0. 0.1_0,1 {31_011 — C—1 -7/1 r_p n5R aNaFF-- a WAI I � 8'-O" —4-7-8'-0" —;p 8'-0" 8'-0" 8'-0" 8'-0" — i FIRST FLOOR PLAN_zI�(SCALE 1/8"= 1'-0' \C\\ --- --- -I- —�� 81-0 N 6 -011 6 -III END PADS ARE : 13"0 x 5" CONC. PAD SIDE # CORNER PAD5 ARE 100 x G" CONC. PAD P05T SCHEDULE: 3 -PLY 2x6 - 22'-0" DOORS.- (1) OORS:(1) 24'x I G' 5PLIT END SLIDER R.O. 23'-4 112"X I G'-1 1/2" (1) 1 2'x 14' OHD R.O. 1 P-4 1/2"X 14'-2 1/2" (1) 3068 50LID WALKDOOR R.O. 35"x 82 1/4" 24" VENTED SIDE OVERHANGS 24" VENTED END OVERHANGS (2) 48" x 48" CUPOLAS DIAGONAL (G(7 -0"x 104'-0") 120-0 13/1 G" DIAGONAL (GO'-(Y'x 52'-0") 791-43/4, USE ALTERNATING SCREW PATTERN ON 51DE5 4 ROOF STEEL LAP STEEL LAP 50UD ROW I STEEL LAP STEEL LAP ALTCRNATING ROW ALL 5CREW5 1 112" r (n M p •cv w C*J "CnEL.Lj (n I— © O CD O CD F_- 06 N LtJ Uj O� C, w M T U7 OI c CL Q I I �CN—to v a (j/ 10 CA W mN 10 NErnrn.o LL Nv Go 4) - � - MCC N-70 (n M p •cv w C*J "CnEL.Lj (n I— © O CD O CD F_- 06 N LtJ Uj O� C, w M T U7 OI c CL Q I I �CN—to DRWG FILE NAME: 630168 DRWG START DATE 03/19/99 DRAWN BY: Chad '..t 4 ^L -i TY,I T.i4 w. A 6ESE DRAWING ARE FOR REVIEW ONLY These drawings are not complete and are of to be used for construction. SHEET: A1*1 FFBi PROJECT #: 630168 p •cv w = n NT 0 a 0 U7 OI c Q I I �CN—to v a (j/ 10 CA W mN 10 NErnrn.o LL Nv Go 4) - � - MCC N-70 DRWG FILE NAME: 630168 DRWG START DATE 03/19/99 DRAWN BY: Chad '..t 4 ^L -i TY,I T.i4 w. A 6ESE DRAWING ARE FOR REVIEW ONLY These drawings are not complete and are of to be used for construction. SHEET: A1*1 FFBi PROJECT #: 630168 DRWG FIL,+NAME: pre plan DRWG STAIIT DATE: 8/22/01 DRAWN B'r TM r SHEET: C— 0 1 T 630271 x I U CD N Q CD CDlowQ z Cu U U CV Co �- w L O co Q co() z w ::D F-- ti �U F=U) LU i E O T- U U H a CL CL U W �I Q 'I i W Q Q Z., DRWG FIL,+NAME: pre plan DRWG STAIIT DATE: 8/22/01 DRAWN B'r TM r SHEET: C— 0 1 T 630271 o CD N CD CDlowQ z Cu U U CV Co �- w L O co Q co() z w ::D F-- ti �U F=U) LU i E O T- U U CL CL DRWG FIL,+NAME: pre plan DRWG STAIIT DATE: 8/22/01 DRAWN B'r TM SHEET: C— 0 1 FBi PROJECT #: 630271 c C C L r L L C C L C C F G u COPYRIGHT FBi Buildings, Inc. F BREEZEWAY FIRST FLOOR PLAN SCALE :1/8" = 1'-0" q J III, _ —EPARID FROM CS-LU'TER INPUT ., 0- .:1 ;D c ,360 CD T❑TAL L❑All. * TQ -E 11 -1 IT a_„ o[ 1111-1 NA. 'All —P TP N.r —E 111pED %jilI11111111f1j,� Es w sM'N • No. ' 9500133 �:• STATEOF •:. •• D AN AL IIM11 b P DRAWN B" TM V2X )r 6'0'3 — 6'0'3 L75 V5X5 J FBi PROJECT #: 630271 -2X4 A3) T vexKn3'' WPM !o 60'3 www R-1216• W-5.8 PLT. TYP: TEE_TPI95 TPI(EMP) QTY= 2 TOTAL= 2 REV. 19.50 SCALE =0.375034 Lu O U F I G P E ❑ DPE E" REE E I BRI H I -PI I - n 9P EE c. eE Ee ❑ e a D I G I r L ❑ ❑ e11DI E_ r I a TE I sT[ E. 53 D'❑❑FPI❑ DR. t E ➢ C z TC LL 30.0 PSF REF ''I O EEcO � U M Ot ❑ 53 ET I sle r❑ ❑ mG THESE F m s ❑ E I E I.— ❑ HDI, E P ❑Fl1 ATTACHED STRUCTURAL ..A E S D BOTTOM CHORD +❑P F cn 12rGIS TC DL 4.0 PSF DATE 08-23-2001 �y CEI cv ❑PTA r FURNISH c❑F IF I nE I TO TIC c ❑F T ALPINE E GI EEPE❑ PR❑CULTS. INC SHALL FET eE PE P❑ IB E Fc I T ❑ T I_ N01�lglODIRIRN.710N BC DL 4.0 PSF DRWG FBI Bulldings, Inc. OESILI F I E TO BUILD THE TICIIES W C❑ . ❑F , F B nnvDLl. IPPS r. INSTALLING AND BRACING ❑F TP E DESS - AI APPLICABLE PRICING BC LL 0.0 PSF LH 3823 W 1600 S Remington, IN 47977 ❑vI ❑ S . D- INATI❑NAL DEEP S ECIFI'A" n L ED e E S a E D APERASCO-11.m �av'FD rF[ DEFINE ❑ Ecr❑DIF DE OF SI 1 c STEEL xCSET S ❑ Ep LY CONNECTORS TO E n ❑ TRUSS L S OT—1— E OC. TED ❑N Y �N�■ TOT.LD. 38.0 PSF O/A LEN. 16 219-261-2157 Phone ACCEP-INCE ❑F F OFts'm ALE ENGDEEFIDG c El -B Tr s"❑1E�I ...P FEI rej �❑vFc�nrTEC DUR.FAC. 1.15 219-261-3193 Fox __ m. ❑ . THF suITABILITY ANn U;F GF THIS c❑r,P❑NENT F❑ DN❑ 1S, PACING 46.0 TYPE conn DRWG FII_F NAME: pre plan DRWG START DATE: 8/22/01 DRAWN B" TM SHEET: A -000 FBi PROJECT #: 630271 Z U CV SO Lu O U _CD "' C z - I— U J W O EEcO O LO T— U LIJ C10 �y CL H a U G� Q W Q IJ °z DRWG FII_F NAME: pre plan DRWG START DATE: 8/22/01 DRAWN B" TM SHEET: A -000 FBi PROJECT #: 630271 Z U CV SO Lu O U _CD "' C z - I— U J W w EEcO O LO T— U LIJ C10 �y CL DRWG FII_F NAME: pre plan DRWG START DATE: 8/22/01 DRAWN B" TM SHEET: A -000 FBi PROJECT #: 630271 WOOD TRUSSES @ 48" O.C. W/ MINI -RIB STEEL ROOFING co77 O - I I O I II ill � I � IIII EXIST. BUILDING NEW BREEZEWAY _ _ NEW BREEZEWAY EXIST. BUILDING EAST SIDE ELEVATION SCALE: 3/16" =1'-0" E EXIST. BUILDING / NEW BREEZEWAY � E NEW BREEZE EXIST. BUILDING WEST -SIDE ELEVATION SCALE: 3/16" =1'-0" COPYRIGHT FBi Buildings, Inc. w un DRWG S1 ART DATE: 8/22/01 DRAWN BY TM SHEET: A-201 FBi PROJECT #: 630271 x U CV z O U J s N z w LU C'3 ti F E�cz O T U m O CL F-� Q Q O z w un DRWG F11 . NAME: pre plan DRWG S1 ART DATE: 8/22/01 DRAWN BY TM SHEET: A-201 FBi PROJECT #: 630271 U CV z O J s N z w LU C'3 ti F E�cz O T U m CL DRWG F11 . NAME: pre plan DRWG S1 ART DATE: 8/22/01 DRAWN BY TM SHEET: A-201 FBi PROJECT #: 630271