1x6 HATCH FRAMING TO BE PER LOCAL BUILDING CODE. WOOD BLOCKING BETWEEN TRUSS ROOF SADDLE FRAMING CENTER OVER WELL. -----'\�-------'I.. CONTINUOUS ROOF VENT 36"x36" METAL 5PC ROOF HATCH BABCOCKDAVIS MODEL "THERMALMAX" OR EQUAL. ,-' ' ' ' ' ' I, \,.....------ INSTALL HINGE TO OPEN TO BUILDING CENTERLINE \ ' ' ' ' ' ' ' � I I DRAINAGE SADDLE WITH 26 GA. RIBBED EP( TXRRTE UE-SNMSD AE DND EU SFB I AEG CYN TO UNP RDE ER DW TATRLRUL ESATS TO EMDPARNWOUOVFOI ADDEC TTAUR RU2ES' R-S ) 0 @" O2 V' -E 0R "H AON. CG . II'I}\\ \I\ COVERING TO MATCH OTHER ROOFING MATERIALS. II \ I CONTINUOUS ROOF !I \ I VENT 26 GA. RIBBED METAL ROOF PANEL WOOD PURLIN 18" O.C., TYPICAL ( B ES #TT 3WY 0RE EORNF OO OEA FAMI CN HGA I RTF RAVUBESRNSI CT) TYP4ICAL j 1 FIB#E3R0GLRAOSOSFINBGLANFAKBETRICINSULATION (R-38) UNDERLYING FLASHIN METAL COVERIN TRUSS COLOR PER OWNE G ;----------------U-i)-J CONTINUOUS STEEL LINTEL OVER DOOR URLINS G. ,, � RIBBED R I 26 GA. METAL ROOF PANEL ON WOOD p 162"" xCO2N6TIGNAU.OUGSUTOTEVRERWH/ANG ---1------, SCREW ON HANGERS %" TTRRUESASTEADNPCLHYOWROOPDERT&ROGOAF BOVE MANUFACTURER RECOMMENDATIONS RI R EWDO OODN. , - ' I ' ------- _, ' ' - ,, N-- _,_, - ---- ---- -- --- --- --- TT _, - - , -- - - , ---- ------ 2x8 TREATED TRIM BOARD - 4 - W/ METAL WRAP / -- - --- - TYPICAL I 1 - 2x8 FASCIA BOA --- I ------ --- (COLOR -- TO MAT - METAL WRAP REQUIRED ON A( CLOL LEOXRT EPREIRO RO WWNOEORD). Ep TERL.US10S9B.1E2A' RING METAL WRAP REQU A(CLOL LEOXRTEPREIRO OWNER) , ,, ---- --"-._ ----------'[ I I ------ 6"x26 ------':(-------- GA. W/ SCREW ""' CERHRO BWL /O G M. EETXATLE RWI OR RA)P GOUNTTHANGERS 2(xC8O LFOARS CTI AO BMOAAT RC DH WB L/D GM. E TEAX LT EWR IROARP) PERFORATED ALUMINUM VENT SOFFIT (COLOR TO MATCH TRIM) __/ 8" CMU BOND BEAM TO WS/UPCPOONRTTINULOOAUDS O#4VERREBOAPRE,NITNIGESD ---' WASLTLANCDOANRSDTR8U"CTCIMOUN -------! HOR(IIZNOSNTATALLL AWSYTRHEEQUTRIRUESDS) --------iaf+H FINAL GRADE (REFER TO SITE PLAN) VTIEERTT.O BIAi'. RAN@CH48O"R O.C. 4w( C"/E NC6OTx EN6 RC, ERWDE2T .@E9 x SMWLI 2DA. 9BD EWRPE. WTI NH. RF) .O R C E D OFINN. 6F"LRC.OMELP.AC10T0E.D00F'ILL. ~ 842.50' 13' -4" BOX TRIM TO HAVE METAL WRAP LL--CONT. #5 VERT. BAR @ 48" O.C. EL. 10 FILL CORES WITH CONCRETE EL. 10 S( RHE EOL FEWECNRT ROTI CUO AT LE LOL YEF C OVT PRI E E I WCRAAFL TOEDRDR ACL LWOAI UNRVGI TESYR) SMOOTH CMU BLOCK (REFER TO NOTE BELOW) 4x26 GA. DOWNSPOUT, TYP. OF 4 (TO MATCH TRIM COLOR) ½" EXPANSION JOINT ½" EXPANSION JOINT CONCRETE SPLASH GUARD (REQ'D AT ALL DOWNSPOUTS) E N GUINNDE IESRT UARPBPERDO VSEODI L , B TAYCPKIFCIAL LL - - - - "'s /,, ; . . --+ / / T/FOOTING $ ) EL. 97.00 , 2 'C OWNI DCER ExT E1 2F"O OT HT IINC GK 26 GA. CONTINUOUS RIBBCEODNTMINEUTOAUL SRROOOOF FPVAENNETL %" TREATED PLYWOOD T&G ABOVE TRUSS 2x8 TREATED TRIM BOARD W/ METAL WRAP METAL COVER, COLOR PER OWNER ,-w�;i,y;i,y:0/"' FINISHED FLOOR �--���=�--�; �•!L• �· �§�����L�i. ,i� o o1.o�o�� ' ;.;;0:0:0� // (REFER FINAL GRADE $ EL. 99.67 ~ 842.15 •••• TO SITE PLAN SHT.3) 2 6 6 " " M R C IL I O G MI V D P A A IP N C O S T R U E L D B A A T G R I R O R A N I N E R U B LOAARRDBASE 1 FULL BUILDING SECTION SCALE, 1 /2" ~ 1 '-0" #30 ROOFING FABRIC PTW RRA UEL S-L SMT AO@N UP2 FR' -AO C0V "TI DU EOR . ECAD. 2ET ' XR-TE0EA"NT DEOEDVDE WR BOHEOAYDNO GN D (TRUSS DESIGN PER TRUSS MANUFACTURER) %" PLYWOOD , / / � , //, , , <<�· -·· , ENGINEER APPROVED SUITABLE FILL $ TE L/.F O9O7T. 0I N0G 3) #5 CONTINUOUS REBAR WOOD PURLIN 18" O.C., TYPICAL #30 ROOFING FABRIC TRUSS ANCHOR (PER ROOF MANUFACTURER RECOMMENDATIONS) METAL WRAP REQUIRED ON .Jl-4---.,LAlf-+--+--6 MIL VAPOR BARRIER ,- - _ R _ O ,/ Ep ............. , 7.33' . - - -,------t----- - =t - - --1- - - -� -T- ------ ------ --- ' f- --=-L-_j--_ - =--t _y- _ - _[- -i . . . � -c~r~-c~ ~-c~-c~c-Jc-c�-c~-c~t~ - - - - - - - _-_-_-j-_-_-_-j_-_-_-:}:_-_-_::::r- -f- - ,.. -,- - - - - -r -- - ---;-- ---- - - ' - - --1- - - ----- I I I I ' --- -- --- ----,- =-t -t ---t -t ' -- - --- -- --- -r- =t -I I I -1 r -1-c-- -------,- -- - -- - -:� --, -- - - j - RO $ ...... , .... ..... 6' 4"R.O. 5.67' \v 7 "l±J eH c--- c- - " - --- I ' I -i- - ---r- --- --- -::i-: ------ -- - - =-t- ----- - j-:- - ---t - -- - ---i--- -----�f- - ---- - - - - - - -: - t - - --j-- - -::i-:- -:-r:- ----- --- -- --- -_+- ---I-- - :+: -- -l- - - tt-- _;1_- -- _- _-j_ _-- - - ---- - - -L--.j- h ''\STOOP / 814.298' � EL. 0 °' = = ;,-I cOJ 7 (LOCK SIDE) FOUNDATION 8'-8)1z" WELL HOUSE EAST BUILDING ELEVATION SCALE, 1/2" - 1'-0" -, I,_ -_-_-_ � -- - t -r- - - - 7 - ------- --- - -1---, - --- -r - - ---, - ------i--- -t- - - r - --, - - -;-- ----t--- -- - - -=i-:--, - - -,- - - ---, - ' '� _j � "TYVAC" OR EQUAL PRE-MANUFACTURED TREATED WOOD . - - // // 0 I 0, \,),;. I $ ETRL.US10S9B.1E2A' RING SWTAALNL DCAORNDS T8R" U CONCRETE CCMTIUON ELS. P1L0A0S.0H0'BLOCK ISOMETERIC VIEW � -.•• �1..F, ·- EL. 842.50' Gl(( 'P'IZ).i- ! cFCC: lWUO1 i1CYICiSH:41 1:1l. 1J/G0I MINAGXS :�AD E( R�. E C T I OUNM lONFl . . i M1a/ 1J,5 �1s!IT1 .1C0': fOf'EUT NH �ED ST PO AwN ,m i S Tw>mNto 1 A! 1 . tUA lV! ." '€ i L. O A D O f a @ fItNNSIUSHI.:A'Ml'IIOLfLll:: 3" POlYISO R-® IN CURB,, 'Y' POL'ffNR!tlf R.-201M CO'l-1:R. CG( IO)) UClNIl 'Al JI SII I UNf Gf Oli ::W. t GMr x Al Ol S. OUS CPNlR!DI DNCFGOWO�IMT Hr- Ou AnWu': BAtDf!Ot Ri SS IMWO&O A' tT :l xt Cm OG Ml :t ll :T mR -O US .Wf .D ., COln\/TEHALANCID lFT Ali!ISCAAl.ce.. m - C�O YHHE IOiN1UHG)EF \ O:J lPlf 'EYI NNO" IPAU.E H.RNMI NP:GoZ sEI OWmCoI TPNl li RWA 1 A1I T :lHDtM- UE M: LS 'Al ' UE Bf .O1 -Mt NAGI EI Cr aH! NOS t. D - 0 ? 1 3 ' ( A R M L O C � RB:) '\o'IN\'Lrnt!F �Dl.Ef'UU RBJ:rlillE. A @ f " <l A J � O D } W l L P .D ' A U0 . E S T 0 R T U C ( . t C I o H W I f O : \ ' A S A 5 l I f l I P r I NWDS C. .I NL !PD: lI INMJ' lBT "E )UR TI IOs , rRI H elP'a fWS: RUI. JODf.l1OALWA_ N NTl ) CHtHA:, NXH OWOlUlE0D.RS! rmCu ORTNlYf EH' RAl ' tEalll .). OloWE sS mW m - I NOi&: -S•CIWWCU RIXH:DE(SIHT.. E.HTNI HN X.G:E' lLlWl tAml )DL GMI . JTT NUHHSGI TSDOBt! MflHNfEAGAN S�E P! IJlTOCOH LHS AIA. TDTlCOR! t! TO,i iHA,OE\ N&FS, D.LU1OfUl"�Pa I DEEl.OG7I TN:HS1 2I I .SD UfH -aI Hl EGJH, 1R I I;NI0GT$EO1 :i �E . I D f •CA Ool . aEIAJrGR HHQIOJI 'PI CNEHNI MIS NGI ZGE 3M3'06 1' "1 WI(WWI DI! DDTnTH-rI l1 l)x xM�. M3 i6s"" 1 (fall l· r: iNn, sGG T«1 l H-; l ; }j' l ! , J A(CLOL LEOXRTEPREIROROWWNOEORD). --.J PERFORATED ALUMINUM VENT SOFFIT (COLOR TO MATCH TRIM) f-..-,L.-,L.--#1--;--+--- 2x4 GABLE WALL 1-1--STYROFOAM AIR BAFFLE r.0""';-v-,rvllh-""'v1 (BETWEEN EACH TRUSS) TRUSS BEARIN� $ EL. 109.12 WT( TRARULUSL SS ST O@D EP2SR' -I OG 0VN "I D PEOE. RCA . T2ER' X-UT 0SE "SN DOMEVADENRBUHEFAAY NOCGNT UD R E R ) W O2O6D GPAU.RRL IINB B1E8D" MOE. CTA. , L T YRPOIOCFA LP A N E L ACCESS HATCH DETAIL SCALE, NONE TRUSESL.BE10A9R.I1N2G'$ 8S"O XC MTUR I MC O TNOT I NHUAOVUES MBEOT NA DL WB ERAAMP •••• Ep ��0�'-�½9�T 2x8 TREATED TRIM BOARD W/ METAL WRAP T"OJ "P APNL AC HT EO R½ "W/T HWRAE AS DHEEDR c----2x8 TREATED TOP PLATE '-k- -CONTINUOUS #5 REBAR #30 ROOFING FABRIC FIBERGLASS BLANKET INSULATION (R-38) %" TREATED PLYWOOD T&G ABOVE TRUSS TRUSS ANCHOR PER ROOF MANUFACTURER RECOMMENDATIONS PRE-MANUFACTURED TREATED WOOD W/ #4 REBAR 132" LONG, TIED %" OSB CEILING BOARD WITH FRP COVERING. MJ OAI NN TU F CAOCVT EURRIENRG' SS AR NE CD O FMAMSETNEDNAI NT GI O NPSE.R 8" CMU BOND BEAM w/ ,'--'--- -- -� WT( TRARULUSL SS ST O@D EP2SR' -I OG 0VN "I D PEOE. CRA . T2ER· X-UT S0E S"N DOMEVADENRUBHEFAAY NOCGNT UD R E R ) 0z i' zw TO SUPPORT LOAD OVER OPENINGS EL. 107 R .3 .0 3 . ' $ (REFER U N D I S T U½R" ¢BDEOxDW 1ES'L - O I6L@", 1TS2YM"POI OCO A.TCHL. - - - X ' ; -.,. : OJ "' ENGINEER APPROVED BACKFILL ---->i,'% 23x"4MWETINAOL BTRRAIMCE, TYPICAL EACH END CTO OOP EN SNT UI I NNP GUP SOO UR ST BL OO AN DD B E A M OVER SC OO LNI TDI NBULOOUCSK SRTEEQE 'LD LOI NVTEERL DOOVOERR D O O R ½" EXPANSION JOINT 6 MIL VAPOR BARRIER CONTINUOUS #4 REBAR, TIED W AS LTLA NCDOANRSDT R8U" C TCI MO UN CONTINUOUS #5 REBAR (3) #5 CONTINUOUS REBAR " 4 4CC 8OO "NN CTOIRN. CEUT. OEFU. I SL(LR#EC5FOERRREE BST AOWR INT@OH T E B E L O W . ) H(INOSRTIZAOLNLTAPLERWYBTUHILEDINTRGUSCSODE) 6" x 26 GA. GUTTER W/ SCREW ON HANGERS ----- �- -�- -�· ·�· · ,1ff TRUSS BEARING Ep .............. ...... . EL. 109.12' P2 ( ExC8ROF LFOOARRSA CTTI EAOD BMAOALATU RCMHDI N WBU L/MD GMV . EE NTE ATX LT SE WOR FI ROFARI TP) (COLOR TO MATCH TRIM) S( BT EYTRWOEF EONA ME AACI RH ;;:f/::�..,.::,,.,;;a,,e:,...,�. .. Ep ��o�, _:' 1½ 9 �� F BT RAUF FSLSE) %" OSB CEILING BOARD WITH FRP COVERING. 3MJ O"AI NNMTUEFTCAAOCL VT EUT RRR I EI NMSG SR EACNODM MF AE NS DT EA NT I I NO GN S P. E R ANCHORING CLIP PER MANUF. RECOMMENDATION ___.. TREATED 2x8 TOP PLATE W/ $ FEILN. I S1H0E0D. 0 0F'L O O R FOUNDATION, TYPICAL 12" CONTINUOUS OVERHANG ------.,Jf----}/CI_I I STANDARD 8" CMU 1"4--=i-,.L_ WALL CONSTRUCTION -----------' TYPICAL OVERHANG DETAIL SCALE, ¾" ~ 1 ' -0" W"8 J"/' ' CCBMOOULN TTBI NOA UNN OCD UH SBO ER#AE4MD RAETB A3R6 , " O . C . H(IONSRTIZAOLNLTAALS WRYETQHUEIRETDR)USS TIED 36"x36" METAL 5PC ROOF HATCH 3'x3' OPENING METAL FLASHING REQUIRED AROUND ENTIRE PERIMETER OF CURB DECK OPENING B A B" TCHOECRKM ASLPMCA. XD" A OV IRS EMQOUDAELL. - - SADDLE COVERED WITH SIMILAR ROOFING MATERIAL PC RE NE -T EMRAENDU FI NA CCTOUMRPE OO S ITTREE AWTOEODD WPOOOSDT T R U S S i T/FOOTING cb 62 "" CR OI GMI DP AI NC ST EUDL A GT IROANN UBLOAARR DB A S E TYPICAL WALL SUPPORT DETAIL METAL ½" OSB WITH METAL COVERING %" TREATED PLYWOOO, TYPICAL FLASHING OVER ROOFING MATERIAL � STYROFOAM AIR VENT 2( E' -X T0 E" N0D . CT. H RR EUF EPRO STTO TTOR UPSRSO VFI RD AE M1I N' -G0 "D EOTVAEI LR HBAENLGO)W EL. 97.00 "f' oz --��fil:;#,�� �8 � t CONCRETE FOOTING SCALL 1/2" ~ 1 ' -0" NOTES, m· � "� � ,. WALL STIFFENING SHALL CONSIST OF � ;;0 • ' ' (3) #5 C U #5 REBAR ENCAPSULATED BY A ;� ONTIN OUS REBAR CONCRETE POUR ISOLATED SUCH THAT §� WALL INTEGRITY IS GAINED. THE REBAR £ � SHALL BE TIED TOP AND BOTTOM TO -;� TYPICAL DOOR AND GABLE SECTION PROVIDE A SUFFICIENT GATHERING OF g 1\ THE BUILDING STRUCTURE. (BETWEEN EACH TRUSS) ROOFING MATERIAL TION 1 ABOVE 26 GA. RIBBED METAL ROOF PANEL TYP4ICAL I ............ Ep TRUSS BEARING EL. 109.12' ... () 0w� z .., . 00 0 a: 2 n. :l II) w ... ;: z >- r.i.. w .J � �� w ::, > (/) 0 er CQ a: w n. � u. � ;: 0 II) .J �� a: - o2 � � a: ::; w ;: ... w �z CDR OIERVNEI SSCTITORI VNUESC: TNI Oo N. 2 C H A N G E BID SET 0PM8L .0oO2i 2od.0gwWB(2e)oes4O sl txe!e �r2B. n9rJ 5E,ou�nJ d;gawi nn< ae1 ye4rS7i . U5. 5l\ ' r e' >. \ el . J DD E U A S N T IG E E N , 2024 M.M.S. DRAWN D.A.P. O.C. CHECK S.D.B. PROJECT NUl.4BER 2018031-02 5 5 OF 8 � 0 ,, SCALE·. 1/2" ~ 1 ' -0" � _ SCALE: ½" = 1-' 0" �� FINISHED FLOOR ELEVATION OF 100.00 IS TO i'i g PROVIDE REFER TO TO FOOTING AND BLOCK 11111111■ 1 r;::======:, ii� COURSING ELEVATIONS. ACTUAL, COMPLETED FINISH ACCESS HATCH DETAIL 2' 1' 0 2' 3 '========================================================:F:L:0:0:R:E:L=E=V;=T�O=N=S===================================================��==����f============================:::::J L!:Fl:�=NU:M:B:E R===::!J -� SCALE, 1/2" = 1'-0" _ 44330 Do Not Use Plan Previews for Take Off
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