16' - O" � � <D <D / / / / / ,, I_ lEL 743.62' V i� V I I/ ' 6½" 14'-11" I 6½" V z' �1 - ..... - w, ' �I " V - "' 2 \,. 1 \ ... "I 1:_) 3'-9" / / / / - 4- �-lt-fa), 1 , , I ' ' " ' '' d \ • II ''i-=-""�/ r I I I ' I _J ,.rz:. y ;j'I -·-·- - +-- --·-·- T -·- � W#2OOORD ST B U 2 E D x T S 6 T @ S E P R 1 F 6 "D.C. V / / V 2'-9" I �-i "' / , , � / <D 0.., " THK POURED CONCRETE J 4w/ 6 x 6 W1.4 x W1.4 W.W.R ST O O V O E P R MIN. 4" COMPACTED BASE 4'-10" ... I / ' " 1 I ' ', 12 I ... 3'-5½" 6'-4" I I I °"w go i I / / J� ' /\\ ,/1 � I "'0 I 4'-0" '< EL. 743.50'- ■ ... ' 1 , 13 8'-0" � 16'-0" 0 - DOOR TYPE, SEE SHT. 13 16'-0" � / 1 " ', 13 "' 4'-3½" EL. 743.62' 2x6 SPF#2 OR / SB TEUT TDESR@W1O6O" D0 . C . I, 6½ / I, 6½ I, �\. 0 I, - � / 4w"/ C6 xO6NWC 1R.E4 TxEWF1L.O4 OWR. WS.LRA. B / OA NV DE RM6I NM. I4L" VCAOPMOPRA CB AT ER DR I BE ARS E , FIN. FLR EL. 743.50' / OS 4" T V T 0 E H 0 R K P M. P w IN O / 6U 4 x R " 6 E C W D O 1 M C .4 P O A N x C CW T R 1 E E . D 4 T WE B A.WSE.R. r---------------- ------ 7 1' - 4" ROOM FINISH SCHEDULE +------+- FLOORS BASE A B AwR/E SCEAOLNACNRTETE 1 NONE WALLS CEILING MPAA SI NOTNERDY PVC LINER A (INTERIOR & 1 PANELS EXTERIOR) ROOM FINISH SCHEDULE IS LOCATED UNDER ROOM NAME OFFICE --ROOM NAME BFLAOSOERS -- A 1 A 1 --CEILING c_ __ WALLS GENERAL NOTES. 1 . AADL LM I NWIOS RT RKA TAINV ED BMUAI TLEDRI NI AGL SC OSUHNACL LI L CCOONDFEOSR MA NTDO RI ENGDUI AI NAAT I O N S . 2. MALALNUMFAATCETRUIRALESR'SSHRAELCL OBMEMEANPDPALTIEIODNSIN. ACCORDANCE WITH THE 3. SEE SPECIFICATIONS FOR THE FINISH INFORMATION PREFABRICATED METAL ROOF PANELS OVER #30 FELT UNDERLAYMENT %" APA RATED SHEATHING ROOF PANEL STAND RAKE TRIM--JIUI T2 RX E4 AL TAEDDD E2 xR6I NRGA@K E 2B4O" A0RCD. wC/ OM NE TT .A VL EFNATSECD! AA TL UR IMM. ---------lti-----_PRE-ENGINEERED WOOD TRUSS SOFFIT AND TRIM VINYL SIDING ---U---- - ---' BLOWN-IN CELLULOSE INSULATION (R38) ½" OSB SHEATHING PREFABRICATED METAL ROOF PANELS OVER #30 FELT UNDERLAYMENT SIMPSON STRONG TIES ¾" APA RATED SHEATHING DRIP EDGE A 1 '-4" 2 12 P R E - ET RN UG SI NSEEESR@E D2 W4 " O0OCD. _ --e;:-----1\/r-__.- ETLREUVS. S7 5/ B3R. 4G2 ' , ' 16'-0" C3E' - N0 "TxE3 R' - 0E"DS OK YV LEIRG HWTE OL LP EP NU IMNPG, FIELD VERIFY LOCATION 16'-0" 12 1 '-4" 1' - -4" Jr-c--- BI NLSOUWL NA T- I INO NC E( RL L3U8 )L O S E Q����c_'s;f_:::::),----1 NSULATION BAFFLE ...... ,,.TRUSS/BRG. "'ELEV 753.42" VAPOR BARRIER TRUSS DESIGN SCHEDULE @ (0 0 TREATED 2x6 FASCIA/RAKE BOARD 2x4 LADDERING@24" O.C. D4:R1O2 PPITTOCHP,CwH/1O'-R23D:" GOAVBELREHAENNGD TERAUCSHSE, N1D6'-0" SPAN, SP ITTACNHD, AwR/ 1D' - 2T3R" UOSVSE@R H A2 4N" G0 ECA C, 1H6 "E- 0N" DS P A N , 4 c 1 2 OGVIREDREHRATNRGUOSNSE, 1E6N'-0D" SPAN, 4:12 PITCH, w/1'-23:" Mw/O1N'-2O3:"TORVUESRSH@AN2G4"O0NCE ,E1N'-D8" SPAN, 4c12 PITCH, PCILTICP PHE, wD/-1E'-N2D�" TORVUESRSH@AN2G4"OON.EC .E, N11D'-- 4i" SPAN, 4:12 20" x 40" ATTIC ACCESS OPENING TVRENEATETEDDR2IDx4GEBLVOECNKTING FOR CONTINUOUS ROOF SHEATHING SHALL BE i" APA RATED SBHOEAARTDH. I(NNGO,TESXHPOOWSUNR) E 1, ORIENTED STRAND PROVIDE CHIMNEY CRICKET@SKYLIGHT OPENING TRUSS GENERALNOTES 1. C CTO E O R N T T T R I R F U A I S E C S D T F B O A Y R B A R S N H IC A I A N L T D L I IO S A N U N. BA MRI ET GFIOS RT ERREEVDI EAWR CT HR UI TSESC TS HOORPEDNRGAI NWEI NE RG SP R I O R 2. IDNE AS DI GDNI T DI OA NT AT OA BLOI VVEE, , DTERAUDS, SAENSD SCHOA LLLL ABTEE RDAELS LI GONAEDDS TLOI S RT EE SD I SI NT T H E T R U S S MA DE DCIHT AI ONNI CAALLCEOQNUCI PEMN TERNAT T, EP IDP IONRG DOI RS TORRI BI FUTTf EN DG LSONAODWS. I M P O S E D B Y E I T H E R 3 . TARCUCSOSREDSA NS CH EA LWL IBTEH BTRRAUCSESDBLRAATCEI NRGA LRL EY CAON MD MDEI ANGDOA NT IAOLNLSY SI NE T F O R T H B Y THE TRUSS PLATE INSTITUTES. 4. HA TU RA RL LI CRAON OE FT ITERSUSSISM IBLEA ARRTI NOGS PI MOPI NS TOSN PSRTOR VO/ ND GE - T2 0I EGHA4 GOARL VA APNPIRZ EO DV ESDT E E L EQUAL (2 PER TRUSS/1 AT EACH END). 5. PT RR UOSV SI DEES ,2 xM6A SI NHTEAAI RN B1 LI NOCCHK I VNEGNWT I ILTAHT ISOI MN PCSLOENA RA A3 N5 CT IEE BS EBTE WTEWEENE NT OAPL LOF BLOCKING AND ROOF SHEATHING. TRUSS DESIGN DATA �---------�I � ,'> • r; ;.,. , ,._ , , . .-::· :"� ,'..• .' �••'• ,. , .."' .,".' .,.• � I I '· I TREATED 2x6 __wbJcc-,,;_=;;-,,;_ -�=�-:-::- -�-�-! GUTTER TREATED 2x6 FASCIA BOARD w/ METAL NUDO, NUPOLY PANELS TRUSS DESIGN LOAOSc TOP CHORD DL IEVAED/ SLNOOAWD L O A D 2 10 0 P P S S F F 10 PSF I '· 1 , --- ----7 ·· I I • I � 2 I I ;, I DOUBLE TOP PLATE ----------- VAPOR BARRIER NUDO, NUPOLY PANELS FASCIA TRIM I ,, I -'---I I .. I 29 Ga. PREFINISHED _________, FORMED MTL WALL PANEL 2 2 x 4 4 " O FU .C R . RING STRIPS@ C O NATLI UN MU OI NUUSMVSEONFTFEIDT AND TRIM I • I , - 1 COORDINATE FLOOR SLAB ' I ' I OPENING LOCATIONS AND SIZES I �-· I l I •, w/MECHANICAL PIPING PLAN : ' : I 1 : "'-<•�:--8" POURED CONC. WALL w/ I • I 4" CONCRETE FLOOR SLAB I I I •. I w/6x6W1.4xW1.4WW.R I, I No. 5 BARS@12" oc.e.w. - I _•, I OVER 6 MIL VAPOR BARRIER I I ' I -- I I, I A "'/ 2 '\. I - I ,:' I / 2 '\. ""'1-----'=-----,a�,---tc-t-�- -----;-++-�""'l-----''----- 1 _ I ·, I \ 13 ' 13 I • • I I '- - :•-1 �---------,,---1c,�"t-t-, I . I I , I 6'-8" , I _ f--24" x 12" CONC. STRIP FOOTER I 10,'.l ' I • ' I wl 3 #5 BARS CONT., TI FTR ELEV. 740.5' : � L-/-�-": -----$--+-v---1 '._ : �- ----�, -+c_._, ··. -�-it�-_... "' I r I I / , . ·• -,.. I L+-----t--�-·�' e-lJ l_lJ~� : i ______ _J b l+: ,·:. 0 I ,- ;;_ TO\lvl:P '. 7 I ., (SEE �HT 3) : : NUMBE R DRAWING LEGEND PIPING S H½E" APTLHY IWN GO OEDA .WSAI DLEL _ _______--H,x w/ FRP PANELING ON 29 Ga. PREFINISHED __ FORMED MTL WALL PANEL INTERIOR SIDE 2 GABLE END DETAIL SCALE: 1"=1'-0" 1 '-6" DOOR OPENING WIDTH S# 5L ABBA RM IxDODPEEPNTIHN G + 3 ' - 0 " @ 1 '-6" / 2x4 FURRING STRIPS@24" O.C. TREATED 2x8 DOUBLE TOP PLATE ><[!--------½" PLYWOOD WALL SHEATHING EA. SIDE w/ FRP PANELING ON INTERIOR SIDE SOFFIT END DETAIL SCALE: 1"=1'-0" OI NNS TRAOLOL FCAHBI MONV EE YSCK RY LI CI GK HE TT BTOOPTTOCMHOCRHDORD DEAD LOAD TOTAL LOAD D" VOEML UE XC" UARCBR Y L I C SKYLIGHT I! I\---- FTRRAEMATEED 2x8 40 PSF 8 " WB EI DL EO Wx MGI RN A3D0E" TURNDOWN SLAB Existing Well Casing, Provide½" Expansion Joint Existing Bore Hole #5 BAR x 2'-6"@SLAB MID DEPTH ' "' 8A"DEDM(B3 )E#D5DBI NAGR SE@A C HA LWL AOYP E N I N G S PRE-ENGINEERED CLIPPED-END TRUSS---.J I1------EXTERIOR COVER TO MATCH !J--------------��'._____ � THE GABLE END OF BUILDING I ½PA" IONSTBEDSHEATHING, 4'-10'' 5'-8" N 0 w/ 3 #4 BARS � /--" • 1 6' --4" 16'-0" 4'-0" FOUNDATION PLAN SCALEc )\"-1 '-o" Slab Opening Sized for 8" D.I. Pipe 8" MJ 90" Bend ® 8" 0 D.I. Pipe ® Apron Reinforcement Required (j) Compacted Engineer Approved Fill Required 0 NOTE, lYPICAL SIAB REINFORCING @ ALL DOOR OPENINGS TYPICAL DOOR OPENING REINFORCEMENT DETAIL NOT TO SCALE KEY NOTES• &SKYLIGHT TO BE CENTERED OVER HIGH SERVICE PUMP LOCATION. PROPOSED WELLHOUSE 'C' FLOOR, ROOF, AND FOUNDATION PLAN, SECTION and DETAILS SCALE: AS NOTED tr---2x TREATED FRAME FFOORR EHQATUCIPHMOEPNETNING REMOVAL HEADER OPENING 4 HATCH DETAIL SCALE: 1"=1'-0" PTRREU-SESNGINEERED MONO 12 TTOREPAPTLEADTE2x8 DOUBLE 1 '--4" REVISIONS BID SET 02025 11--lidwestem Engirw�n,. lnc. S02 Wes! Bromlway Stred P.O. I-lo, 295 Lougoo1ee. Indiana 47553 DATE Mo�, 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK A.E. PROJECT NUMBER 2023115-01 1 2 12 OF 16 I FllE NUMBER I 44800 Do Not Use Plan Previews for Take Off
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