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Home My WebLink AboutHHB Permit Set for Carmel. . . . Hamilton County 12114 Hobby Horse Drive, Carmel, IN 46032 VICINITY MAP Carmel Building One Civic Square Carmel, IN 46032 ph: 317-571-2444 Owner & Code Services 0 fax:317-571-2499 Jackson's Grant Real Estate Co. LLC 13578 E. 131st Street, Suite 200, Fishers, IN 46037 Ph: 317-770-1818 Project Architect MA//V/Architects / Designers and Planners 310 S. Main Street • Sheridan, Indiana 46069 • 317.697.6722 RELEASED FOR C�NSTRl1CTI0N Su6lect to compliance rith all regulations o( State and Local Codes � CiTy oi Caimel .,y r' `y�nn� 1omsZ�ol�L � DATE: OH/Z5/ZO HobbyHorse B� z-., r. �� ai e p�tF 5 p4G a coneo� or �' - \ -z.�r.3�1 ! 's.<,>,.�� . �� :-�r- �-r� - _ �� 5 - - . .„,.. # ° �� E ,os�� s, E,o�,� s� S y e d' eio3��.. � + j 'I P� L.urn . \ 1ry �v Manufacturer • . . . � at ac son s rant ..u.�� Clay Township SHEET INDEX ARCHITECTURAL STRUCTURAL A-1 OVERALL FIRST FLOOR PLAN & DETAILS HM-1 TIMBER FRAME ISOMETRIC A-2 MEZZANINE PLAN HM-2 FIRST FLOOR POST LAYOUT A-3 BUILDING ELEVATIONS HM-3 FOUNDATION PLAN & DETAILS A-0 BUILDING ELEVATIONS HM-0 MEZZANINE FRAMING A-5 BUILDING SECTIONS & DETAILS HM-5 ROOF FRAMING A-6 BUILDING SECTIONS & DETAILS HM-6 FRAME SECTIONS A-7 WALL SECTIONS & DETAILS HM-7 FRAME SECTIONS A-8 RESTROOM PLAN & SECTIONS HM-8 FRAME SECTIONS A-9 DOOR & WINDOW DETAILS HM-9 FRAME SECTIONS A-10 ADA COMPLIANCE & LIFE SAFETY PLAN HM-10 FRAMING DETAILS ELECTRICAL E-1 FIRST FLOOR POWER PLAN CIVIL E-2 FIRST FLOOR LIGHTING PLAN E-3 MEZZANINE POWER & LIGHTING PLAN C202A SITE PLAN C202B SITE DETAILS PLUMBING P-1 PLUMBING PLAN & ISOMETRIC LANDSCAPE L2.0 LANDSCAPE PLAN Harvest Moon TIMBER FRAME 198 East Street Morris, CT 06763 800-262-0004 «roe�. - _ «A. w.�s�s. ��K . Structural Engineer � DOTeC ENGINEERING 424 Jefferson Street St. Charles, MO 63301 636-724-9872 General Contractor McKENZIE COLLECTION 4631 Lisborn Drive Carmel, Indiana 46033 317-574-7616 Civil Engineer �� -�- ► �� STOEPPELWERTH 7965 East lObth Street Fishers, Indiana 46038 317.849.5935 www.stoeppelwerth.com CODE CRITERIA 2012 INTERNATIONAL BUILDING CODE 8 2014 INDIANA BUILDING CODE OCCUPANCY CLASS: GROUP A3 (Assembly) CONSTRUCTION CLASS�. TYPE V-B AUTOMATICSPRINKLERSYSTEM: NO STORIES ABOVE GRADE: 1 with MEZZANWE FLOOR AREA�. FIRST FLOOR - 2,170 sq.ft. Qnterior) Unconcen�rated (Tables 8 Chairs): 1,216 sqR Work Space�. 562 sq ft. OPEN MEZZANINE- 350 sq (1. PATIO- 576 sq.fl. ALLOWABLE FLOOR AREA: 6,000 sq.R. Group A3 (no building area increases) FLOOR AREA PER OCCUPANT: GROUP A UNCONCENTRATED�. 15 nel Tables & Chairs GROUP 8 �. 10� gross Work Spaces OCCUPANTLOAD: FIRSTFLOOR-88(interior) PATIO - 39 (exterior) (Ret Sht A-2 for occupant load calcula�ions) EXIT ACCESS TRAVEL DISTANCE: MAX. 1 st FLOOR = 45 fl. (Ret Sht A-10) MAX. MEZZANWE = 86 fl. (Ref. Sht A-10) RISK CATEGORY�. II GROUND SNOW LOAD: 20 psf NOMINAL WIND LOAD�. 90 mph EXPOSURECATEGORY�. C SITECLASS: D SEISMICACCEL: SMS 0267 SM�=0.195 SEISMICACCEL.: SpS=0.178 Spi=0.13 DESIGN CATEGORY: SHORT PERIOD - B ONESECOND -B � , ,��; � i7d1�� . 1 �— � I � �11- � \ ' .I �� 1 C �� ..\ �� 0�� '6%'.9 '� �_—�-� a,.,»� � � �r,�� LHL�Iy II,I IPl SH/��C L I �NNTQASPAd62oGR4�E2$Ob. NA"6flRt VO I EIiG4 SPNM. F I\GSAA.IIPNRFc�h[IHABiA6RP41^I�. �HPPPO%PR�IYPFFA 39,]GS�IV. 5 NPPPO% VEI6FT 2116L95 � l i-0 I 1 `..._. ��. so 4-- � i:ia —�J ..� ,�� , NYOYLAST[Ary \l � 0 o � U � � � 9 `� � m m r�'- � A _ � � n "z _ a a v �v � � LI v C/� a t Nao �aa , � _ �,.� _�_ �.,�,��.,�,�_ ��,�,�� a 1.9' �) ._p � -��.�� ooa � N � . i � � �:/� ov en fi nv��v• I xtll �krw ry �w nim .e notmvix ] � o A D xw t�.haxmowwwmvm.eru�vumel��rz'Ivwrumxvee�omml��n'Isetvr.ammamavu orv� os?� u.,�mm �e� iisi�a.n:::`in::aia"i�'�s��m n�..�mM �'� �rmn.�m�i�u.vh. RELEASEO FOR CONSTRl1CTI0N �"_�� a� ,�.�.k�..��,�M� .��• •�. �.m M Subject to compliance with all regula6ons of State and Local Codes BIKE RACK DETAIL City of Carniel �, 7 S � �'\ (oEu�nic oEraiq �v'C��`i��J�l�'�1�PN� (pGNAL6INERACNTBD6YOWNEN) DATE: OS�Z5I2O J l� I I - = — _ - �" �' �� , �, / ---- I \ I I � � � � � � � � � A/ / /�l I� �� / I o � � �I i ' � �\ �_- - - - - - -- - - - '- ��;0 'o � — � ,. . . , — — � � . ie \� � . .. . �� `� . \.\ . Ek 1 O ��. — � -- � o � o- /� J-3� o i ,�o o �i „� o—.... f.l .<,..,, , << >N�w.�. II \\ �I I I I . — `4 / / � �� o �� : � ` �,.fi4 � � � O \\ — — --- -- -- � � e �oron� m < �i� � s2q, aooroMw � I ��I � .. i IN i�* u b rr.c.—xsza- �I � i O \ k� ! �J I�I . " O I ��I �';C II<�\il V � � � � I I / � ntr�n�n�msxxr �v x 0 5 �� I I _� �i i � 7 �Q i I' � �I � ' \I�I I I� I I I\ II II � I I £ I I I F I I �, _� . �.«_r�P«.9=mm�� , , = a��z�, ov,:�iiriii,:rr ��,�v . ,R.o«e� .,.��>a�z, ✓.�i,:zi,ai,:zi,�i � .<� �. t�:��.x.�,�.. .. -,�,sr��,.k�� LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT l VNFWFl . ANkVGARFA).. HSVRfIF[T � � ALL VA\ IVG ISIVJ tlNQll1VLElY� 16 oneea� nc sEasm. � I, I I \ I I � I — = I— / -I [ I��; 1/I� � � � � . ��1� I I I \II , �� i I II ,,,: I II I I II I I I I II I I II� Q I I I I I I I I �il�l� � � � \\ I \�\� -- � � _ GRAPHIC SCALE ]A' n io' ]A' ( IN FEET ) I"= 20 FT LEGEND EXISTING CONTOUR — �s� — EXISTINGSANITARVSEWER �_ '� � EXISTING STORM SEWER aaxu PROPOSEDGRADB ^o y�ZppOSEU WN'IOUR t NILOYOSCDSANffAl2V$LWGR — � — PROPOS6D STORM SLN'GR — w — P[LOPOSBD WATEIL LINE ^�° PROPOSCDS\V.ALG PILONOSGD 5' SIDGWALK (HV HOMC BUILDIiR) (DCVCLOPCR SHALL 1NSTALL SIDGWALKS ALONG ALL COMMON ARFAS) * ADA RAMP TO BF INSTALLPD (CONCRETH) O DHNOTk$NFVF.RSYCURHLOCATION$ — YLiOYOSLU UrUCItU1L41NS � PROPOSFDASPIIALTPATII � HCA\'Y DUTY ASPHALT (SFF DFTA[I.ON T�I�S SIIFF.T) � LIGHT DL'TY ASPHALT (SFF DFTAIL pN TI I IS SI IFF.T) 58HYLANS a BROOM FlNISH CLASS "A' CONCRETE �"RAD� �co�rnoi.domr 4.00a Psl MINIMUM � na� � � � � o� R4VYMINI I 05" fic6 ti I.qaW I Ja\V.N'.Y. i" OY C01fYACI LU ' 3-W AGGkFfi4TF9ZF,Y3 , RFR�R VOIE$_ , m � b I SIIALL114b[I._"[XPANSION101�f5 (n,48'-0 MA'C 4NIJ�yENDSOYNA�l1. � 4" UF CUMPA('PEU I"PRLCDRNm 10INT [ILLLR NITII SLALGR. AGGREGATE SIZE Rii I KEY MAP GRAPHIC SCALE s�ro� o so� s�ro� ( 1N FEET ) I"=500 FT � aVm� � II I o ` � � �� 0 x� xo , � � \ ..' 2 CONST2LCTIONJOIVTSSHALLtltlNTV4UEPTH OF iOTAL THI<KNESS OF SLAB /a 6-0" MAX _ J ILLdNtANDNLLIIW WIILLIAHILICSHOOLIItlL SIOYYHII' SHUHIOYAN[XI'4NSIOTIOINI. q^ 3'� .1" J CONIItOL]OINR L%NA�110NJ01Al'SANDLDLLS' 6„ O4SIUENqLKbSH06LUHkH4VDi00L�U44iEN CACII �NISI[IN(' O�CRATON � VI20A'IULAhAVINSIONIOIVIAIIVTEASr(IIONVVIIH >NUI'HYRSIIJYKAI.K_NFI WYF� NAI K5, Hl II UMGS. CURB&WALKDETAIL sranwcTni�rTunns.n�oarsncnorneavoirvrs NOtiCALL TSINUI�416DUNlHrUR1NIVGS. MONOLETHIC CURB AND WALK i� �LL �_ ? < Q ) .. ?(�Y �'.. ; e P�'vSiEq�, 6`y z; -o Z : No. _ 19358 : q STATE OF ' ¢ � '": "U,� �NDIANP G��.: `CSiONF' i� �� CJ n� �C �rz� Ow�� .' � �� Zr�� r�� _ v¢ � a O— l%a� o 7�C F�aa � � � z � ul o ��r = F F-CCNC U � W � � J � =m o �^ � 3 - ¢ _ m � e — O ^ V I \ \ � ) ► ♦ / z a z z F � � F � z � o � �, ¢ x M �O � O �W � U� d1 � 1� a � �r—^—i V� J W C a � ADG BAHn C202A m 0 U 3 c m 0 x 0 r o a`��° vm m�� Qam �„ o�� r�jdQ �� o�o+ �M �o ao w ry K �NN RELEA5E0 FOR CONSTRl1CTI0N Subject to compliance with all regulations of State and Local Codes City of Carniel '��."'i'�o�� DATE: OS�Z5I2O � A � m L � E E � #45SBCS Square Floor Flange (1:12 Slope) ENGLISH UNITS (Inches) PIPE SIZE A B C D E F G 1%" 1-93 0-50 3-00 5-00 3-50 1_12 0-44 METRIC UNITS (mm) PIPE SIZE A B C D E F G 1%z' as 13 �6 iv 8s t_�2 12 DRAIN PARKING BUMPER 10 in 64 in 10 in ;� P1 I 17.5 in I N 16in 17in 77.Sin 16in 84 in 225in 4.Sin 9 in n n N IOin Air Entrained Concrete 4000 p.s.i. @ 28 days 84 in 64 in Length: 7'-0" Height: 5" Width: 9" Weight: 250 Ibs. BARRIER 317-549-2900 g.. 1� "1e � � (2) }"*1" LG. SSi. FH. � �8" �$�� se�F 1nFaiNc scRew � �/85 A-D A. BRACKEr � �"x1�" LG. SST. BHCS. �j85A A.D.A. BRACKET SPLICE i � �I 3�"� a? � #85 A.D.A. BRACKET POST MOUNTING (1"-12" SLOPE) 1-1�. � � z � 48.5* Hand�ails If e ramp mn hes a rise a[ea[e� �han 6in (I50 mm) or a ho�izon[al projec�ion grea�e� thav 72 in Q830 mm), [hc� It shell hevc hand�eils on both sidcs. Handralls arc no� rcqofrcd on curb �emps or edl�ccn[ [o sesting in essembty areas. Handrails shall comply with 426 aud shall have the follmeiug feam�es: (1) Handrails shall be pmvided aloug botli sides of�amp segmems. The inside haud�eil on ewirehbeckor doglegrmnps�shnllalwnys'be wmi�nous'. (21 If hn�Jrails are �ot eon[inuous', �hey s'hall ex¢nd ut least 12 in (305 mm) beyond the �op n�� botrom of �he ramp se�nem and shall be pe�allel with rhe floo� or ground su�face. (3) The clea� space betweeu Hie hand�ail aud �he well shall be 1-% in (38 mm). (4) G�ipping su�facu shall be cominuous. (5) Top ofhandrail g�ipping so�faces shall be moumed beheee� 34 i� and 38 i� (865 mm avd 965 mm) above �a�v� mrfaces. (6) Bnds ofhevd�ails shall be eitlie� munded or remmed smooHity ro Flooq �eall, o� pwt. (7) Hand�eils shallnot mte�e wi�hi� Hieir fi�tings. {fRG RR d(`TIFT 10 in 1/2" ALUM PIPE POST � z z � o r � a � � s � c � v. o � � p �,o••� 40EPpF��e ;� p0: ; �U�STERF.,.6,�.; ; oP;: P NO. � '. 5' ` ' 19358 ` = �o''. STATE OF .' Q' : ":90 �'..,!NDIPNP_..'�04': .........- P '"�SSI�NFL E G ,• C F q unun n� c �� ow<„ �ww� �,>o r<e� z�Y� �r�� va.� - _Qo - zn , i°'c< � �w�� zn�ri w vwz�r h F-CC?C � ��/ �i W � aa J o -m W � - � 3 ' ¢ _ m � _— W � ^ � N . �-;- �. • / �i Q G� W � 0 x W O�1 FLI z Ql I� a W � � ¢ z Q G z � H z � 0 � z � o z � � � � z� OU F�I W � U � ti � � � Q � ADG,�. ��BAH C��L �. � �� TYPICAL A.D.A. HANDRAIL DETAIL \ \ � -- �I \� � — — — �� \ � � � - � � \ A \ �� \ � \ ��- �� V � � � A \ \ � �� A \ \ � � � A � � � \�\ � \ \ � � � ', V� � � \ V A , ��A\ � � �,, A, � �, � , 2- October Glory Rcd Maple 2.5" cal. — � � � \ .... ..... �� A� \\ �� . � �� . �� V�� V �� \ 1 � �� . � � � \\� \ �\\ �. 1 � � � �� `�'� \ 1 11 \ I � � � � � � \ '. 3 - Oakleaf Hydrangea 5 � 24 - Korean Spice "Carlesii" Viburnum 24" —� I I �� 4-board fence �� _� = B�FTave�un�iper�`Tieig�i�-- bocce ball / \ - Anthony Waterer Spirea 18" � � planter boxes 0 0 fire pit / seating seating c�� gas grill � � � v � � I 'O 6 - Blue Muffin " Viburnum 24" � 5 - Karl Foster Feather Reed Grass 2 gal 5 - Dwarf Homeln Fountain — Grass 1 gal - Dwarf Homeln Fountain Urass 1 gal — 2- Andora Juniper 2 gal ,-. � U R � �b � o � � x � � o..� � X � c�J�� '� �� U � TX � U i. � a 5' sidewalk � � \ � I � � I � I � � 1�� \� \ , '. � I \\ \ � , I� I 1 I � � I� I I � � �� I/��// I � I i �' � � ��/ //��/ / �� I 1 J l � l �//� // /� � � `�� / � / / �/ // �/ � �I � / � � / / �j // // / / � � � i i i� � i�,ii �� , ��{� / � � // / /., ; / �/�/��i / �� // 7- Dense Yews 18° � / �� / / /// ��/ � _ � � � / � � / / � /� � - �—�— / i�i�/ / �// / �� i �� / / / �// ��/ � /� / � /` , � � �! i . � / / � % / / /� � / � / ,� � RELEA5E0 FOR CONSTRl1CTI0N Subject to compliance with all regulations of State and Local Codes City of Carniel ��m�..i'�o.v��aA�� DATE: OS�Z5I2O � 1- Miss Kim Lilac 5 gal - Dense Yews 18" parking - 8 9x18 min. (per ord ,/ �� ls° \ 3- Andora Juniper 2 gal 5 - Dwarf Homeln Fountain Grass 1 gal 4- Andara Juniper 2 gal I� II � ss�_ / � , 14 - Dwarf Homeln Fountain Grass 1 gal 4-board fence '�'— - 9- Blue Haven Juniper 3' height �3 - Dwarf Burning Bush 24" 2 - Dense Yews 18" II I � I� I/ � �� \� I I � �� l VG DETAII m.a �� ,a �..<<.,. � �I �I II . � . ��.� � ,. ., �_ �_i� � GRAPHIC SCALE iu' o iu' ( IN FEET ) I"=IOFT i ' i� .' . 6dmLo� ..� �.� � . Su4.. . .. � 1 ...._.... e��K . , � � .,�ia.. .. — ��., � ��., � ,., ..� �� '� � Notes: 1. All plants are to be mulched with minimum 3" depth fine black dye mulch. 2. All plants to have 1 year warranty. � / � Know whars below. Cal l before you dig. .-� ri'. , �4 _i �� " � IUPPs Dig;Safely. ma�r�� u�ae.q.o��e Pi.,�e v.oe��ea� sc..�« � : � '� FFYp ',��ti �LLr� z,�>� �=x� z��a 0 pax'w NV�67 '�.yJ �� z��2 FJK 0 Z�O [�i �"z>- � ° u�o � i.�oti�i � H W � o m � 3 _ � ¢ �m O ^ v H N . .l -;- �. .� � �i � � x z � �� O x z� � � U a U � a [i] ti ��GDK I �GDKj`�. L2.0 ��:F'I��1��1;��I�P691fl991IUJ Su6jec� �o compliance with all regula�ions of State and Lacal Codes City o( Carniel ��n�� l�xv:A'v.a%1 GENERALNOTES: TIMBER SPECIFICATIONS -EASTERN HEMLOCK PLANED TO 1/2" UNDER FULL DIMENSION Fb = 750 PSI HORIZ SHEAR = 80 PSI FC = 550 PSI COMPRESSION PARALLEL TO GR41N = 550 PSI MODULUS OF ELASTiCITY = 900,000 PSI GROUND SNOW Pg = 20 PSF CONCRETE Fc = 3000 PSI FOUNDATION WALL & FOOTING TO CONTAIN 5% +/- 1 % ENTRAINED AIR TRANSMITTAL: 10/8/19 TO JIM FOR REVIEW & CUSTOMER APPROVAL 12/20/19 TO JIM FOR REVIEW & CUSTOMER APPROVAL 1/6/20 TO JIM FOR REVIEW & CUSTOMER APPROVAL 2/3/20 TO JIM FOR REVIEW & CUSTOMER APPROVAL 2/20/20 TO JIM FOR REVIEW & CUSTOMER APPROVAL 2/21/20 TO JIM FOR REVIEW & CUSTOMER APPROVAL 3/16/20 TO ENGINEERING FOR REVIEW & STAMP, COPY JIM SHEET INDEX 7'. COVER 7 PCS-LAYCU- 3 FCCNC�.-ICN 4�. 2NC FLCCR FRAf.il NC 3�. RCOFFRAPAE 6. FRpMESECrIONS ; Faar�ESEc-�cNs & FRAPdESEC'��.CN 9�. FWIMESEC`tON 1C�. QEAILS \�.o��NZO GOp"''..,; � �`.P��STFq'Q�lF,i+ ( PEI�0115)5 �t ; i 9'; STATEOF %�C ; O •..�ND�AHP+' �4r� G \, ��i �SS/ONPlib,o` = ZL�C Z� �� ,».,-:,-,, . 4 ;i aS 0 Han��est 19oon 19S EAST STREEET MORRIS, CT o6�63 Dr. Al Uonzalez P.E. DOTec Engineering 4247efferson Street St. Chades, MO 6330L Ph fi36-724-9872 FAX 636-724-9032 W W W DOlECENGINEERING.COM ALG�dDOTECENGINF,F,RING.COM PROJECT Hobby Horse Barn at Jackson's Grant 2114 Hobby llorse Drive Cannel, india�a lacksou'e C�ant Rcal Eetate Rcpublia Dcvelopment, Li.0 NOTES THIS DR4VNNG OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAI OR SUBSTANTIALLY SIMILAR STRUCTURE; REGARDLESS OF CONSTRUCTION METHOD, IMTHOUT HARVEST MOON TIMBER FRAME'S WRITTEN PERMISSION. COPYRIGHT 2018 REVISIONS: i2/zo/i9 i/6/2o z/3/ao z/zo/zo z/ai/zo 3/i6/2o DRAWN BY PGP SCALE 1�4„_l,_o„ or as noted in plans ISSUE 10�8�19 COVER 1 DATE: OH�Z5�2O N RELEASED FOR CONSTRl1CTI0N Suhject to compliance with all regulations of State and Local Codes City of Cannel p - � 1 r ��v��la��v�NV�A�l � DATE: OH�Z5�2O \ ' �� ...--.. . . 2 � --------- -._._ / �_-___. . __. J �_ G�. .. __ .... .. _ ___ ��/ ,: -a,. �z-,., I� I I I I � � � � � � � � � I 30' X 9' BARN DOOR �� .�-o� 6 X 7' GARAGE DOOR .�-o V A/ � ( \ ,o-o ■-- �D - i E/ /F� I\ / -o 0 ( PEIIOItUS � ? "��'• STATEOF ��` >��"��NDIANrf�p� `� �� FSS;ONAIi�V��`. �L� o Z v 95 n , 0 I�I�n�'est �ioon iq8 EAST STREEET MORRIS, CT o6963 � n� ni cro„�te� P.E. DOTec Engiceeo ng 424 ]cfferson Street SL Charles,MO 63301 Ph 636-724-9872 FAX 63 6-7 24903 2 PROJECT Hobby Horse Bazn at Jackson's Grant 2114 Hobby Horse Ddve Cattnel, Indiana Jackson's Grant Real Estate Republio Developmevy LLC NOTES. THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD, WITHOUT HARVEST MOON TIMBER FRAME'S WRITTEN PERMISSION. COPVRIGHT2018 REVISIONS: i2/zo/i9 i/6/2o z/3/ao z/zo/ao z/zi/zo 3/i6/zo DRAWN BY PGP SCALE i/4"=i-o" or as noted in plans ISSUE 10/8/19 POST LAYOUT 2 ,z'_o" � ix'_o" II ,x'-o'• � io'-o" io''-�o" j. 56'-0" I 4" CONC SLAB 12" BEYOND FOOTING DESIGN BY OTHERS � SX8 POSTS 4" CONC SLAB W/ WIRE MESH & 2" EPS INSUL 1/2" PLYWD P.T.SILL W/ANCHOR PIN ISOLATED FOOTING 12" SONOTUBE - BELOW LOCAL FROST � � 3'X3'Xl'DP 3#6 REBAR EA WAY -� 3" CLEAR FROM BOTTOM ISOLATED FOOTING DETAIL -1NTERIOR I/�11 = j �'011 1 I 3 � I ti ISOLATED FOOTING DETAIL U2" = 1'-0" TYPICAL FOOTING BELOW WALL � 2 -----...._._.. . .. __ � � c 4" CONC SLA6 ON GRADE W/66-W3.4XW3.4 T' EPS INSUL k4 NOSING BAR � i' CLR �� 0 y,LI Fi 0 0 i �,F--2-� - ' DROP 2 -#5 & — EXTEND 24" EA SIDE 10'CONC WALL.. \ OF OPENING J 3#5 CONT — �� I o DETAIL @ DOORS 1 /2" = 1'-0" 4" CONC SLAB ON GRADE W/66-W1AXWIA 2 - k5 CONT 1" C� �� 6" GRAVEL SUB BASE '� / 2 -#5 CONT — 8X6 POST / � SIMPSON STHD14 @ EA POST ---- 2X10P.T.SILL I�� 10' CONC WALL — ua @ ia" o.c. �e <7> � 2X4 KEY 3 - #5 CONT . , �o. �-#4@9"O.C. BOiT /FTNG 48" BELOW GRADE =o fi ��-- �I` FOUNDATION DETAIL 1��11 _ �1_�11 N _ ' RELEASED FOR CONSTRl1CTI0N Suhject to compliance with all regulations of State and Local Codes City of Cannel p - � 1 r ��v��la��v�NV�A�l � DATE: OH�Z5�ZO ii 12" SONO TUBE ON � FOOTING 3' X 3' X 1' i �l �-------------- ----- DPW/3#6EAWAY [ � ____-__._ 0 ii-8" �3_0� _. 'z-4" �. _. 'z-°� SLAB EDGE T.B.D. �� —� �� 4�' I � � I i � EXTERIOR SLAB DESIGN BY OTHERS 1" BELOW INTERIOR SLAB� PITCH FOR DRAINAGE 1' � I � i° o � -1I I I R CUT WALL TO SLAB FOR DOOR OPENINGS CUT WALLTO SLAB FOR DOOR OPEN W GS io'-a" � - -- � ( 4 i l �; I � � � TYPICAL CONTROL ; JOINTS � i I I I I � 6'-�' I �I� — � � I I � � �_ --I ISOLATED FOOTING 3'X3'Xl'DP 8x8 POST SONO TUBE TO EXTEND 3" +/- ABOVE SLAB W EXPANSION MATERIAL BTWN �4�.. . __.. ...__ �� --i i ,� i I---� i � i � i �---I i � i n i I__ � � I I ❑ � � — — I �---I i n i — -� i � I � � I__ � ia'-ii' NT WALL TO SLAB FOR DOOR OPENINGS �- --- CI1T WALL TO SLAB FOR DOOR OPENINGS 40' 3 4' .� -d �z b' ,� � � iz'-o" C� CD� �o'-o" /� m'-o' � F � , a c N r `o �E,��„3�5 SVATf OF �Zuczu�i5 ,,»t,:, � , 0 �� }I u7�esC 1400n i9S FAST STREEET MORRIS, CT o6�63 Dr. AI Gonzalez P.E. DOTec Pngineeciug 424 Jefferson Street SL Chades, MO 63301 Ph 636-724-9872 FAX 636-71A-9032 PROJECT Hobby Horse Baro at Jackson's Grant 2I14 Hobby Horse Drive Cannel, india�ia Sackson's Craut Renl ESTatc Repnblio Dcvelopmevt, LLC NOTES: THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD, WITHOUT HARVEST MOON TIMOER FRAME'S WRITTEN PERMISSION. COPYRIGHT 2018 REVISIONS: i2/2o/i9 1�6/20 2/s/Zo z/zo/zo 2/u/zo 3/i6/2o DRAWN BY PGP SCALE 1�4,=i_o„ or as noted in plans ISSUE io/8/i9 POUNDATION 3 N � RELEASED FOR CONSTRl1CTI0N Su6ject to compliance with all regulations of State and Local Codes City of Cannel � y�sv�� \�,,�A'v+n. �. � � �. .. _ ... __.._.. . ____..: N `'' Y' ............ ._ � � NOTE: 2nd FLOOR DESIGN LOAD = 100 PSF •"\\�pN?� ��NT�"�",,. 'O4i�j�G�51EqF;`�� v:Q O�'•N �1 PE11011515 '; 91�45T1TEOF �'� . O :(NDIPN�:' p�" . �'�. FSS/ONAlENO \`. # ;c;�r,��_;�;s / M� O �fll'�'t'til 1[DOC. iq8 EAST STREEET MORRIS, CT o6�63 Dr. A1 GonzalezP.E. DOTec Engineering 424 Jefferson StreeC SL Charles, MO 63301 Ph 636-77A-9872 FAX 636-724-9032 W W W DOTEC:ENCiINPERING COM ALG(n� DOTHCF.N GI NF,ERMQ COM PROJECT Hobby Horse Bam at Jackson's Urant 2114 Hobby Horse Drive Carmel, ]odiana Jackson's Grant Rcal F.sta[e Republio Development, LLC NOTES' THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD, WITHOUT HARVEST MOON TIMBER FRAME'S WRITTEN PERMISSION. COPYRIGHT 2018 REVISIONS: iz/zo/i9 i/6/zo 2/3/zo z/zo/zo z/zi/zo g/i6/2o 3/31/20 q/i/ao 4/7/zo DRAWN BY PGP SCAL� 1�4„_l,_o„ or as noted in plans ISSUE io/8/i9 2ND FLOOR FRAMING 4 DATE: OH�Z5�2O N � RELEA5E0 FOR CONSTRUCTION Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel `�y,:a��' .� . <aalMT�. �_.._ _.._ _.. � __ _ _ � � � _..--------------. ..._... � �� 12 8 � Note: materials supplied for jobsite build of gable overhang. 6 x 10 x 5' for ridge lea Sx14 x 6' 1 ea (dimension to be supplied for bevelcuts) 6x12x 6' rafters 2 ea 6x8x 6' support brackets 2ea 80 sq ft t&g decking for top and bottom 12 24 � STATE OF $�Zcc�zo�l � 4r 0 larre�t `,fo.;n i98 F.AST S'1'1tEEE1' MORRIS, CT o6963 Dr. N Gonzalez P E. DOTec Engineering 424 Jefferson Street St. Chades, MO 63301 Ph 63 6-7249 8 72 FAX 636-7249032 W W W DOTECHNGTNCLRINQCOM ALGiu)D07ECEnG1NEERING COM PROJECT Hobby Horse Bam at Jackson's Grant 2114 Hobby Horse Ihive Carmel, Indiana Jacksou's Grant Real Esta[e Republic Dcvclopmcnt, LLC NOTES: THIS DRAVNNG OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD, VNTHOUT HARVEST MOON TIMBER FRAME'S WRITTEN PERMISSION. COPYRIGHT2018 REVISIONS: iz/zo/i9 1/6/20 2�3�20 2�20�20 2�21�20 3/i6/2o 3/31/20 4/i/zo 4/7/zo DRAWN BY PGP SCALE i/4"=i-o" or as noted in plans ISSUE io/8/i9 ROOFFRAME 5 DATE: OII�Z5�2O