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Home My WebLink About16080071 Building PlansIPTI F L TT;T T T T T T T T� � �� 9 � �& � � q � � � � L� � � � � �� I I I I LL a I T T liT T F T � T � �� T � i � y 1 � � � T �JT�I LI F I T T 1� T � T �� I T Q� T 1�� A33 T� I j T � � � � � T � � [ [ F � S�6 20Q�29;T T T�I T T �F T T T T F I TI 1 T � 4 I T 44 T111� F TT T IT F � �� T 4 I �1T �4 T�a aoo F� T� � T F T T F � T T I I 337 � � T �T � I .5 � I T T F L T T�� T 4 I�JT 4� T 2 a 0 T9 � � � � �� T e F TT T f T I� I , I I 2. � A O � i � � � � � � � � � � � �� _ _ . . • �� ., • p4 \ _ • � � � � � • � _ , . � . • • � '/� ' I / / / �-- / � \ / \ � .o a�. � / go°oo'oo"w .� i ' -/ � 589.85' ' � � �'\ � ��' \- �\ �_ __.24.Q,f_- .__ -�... . /_: .. . . / � �� (� W � . � � . oi� o � � 3 3 43.60 . ...,. , .. c,�, . '... \ � � + EXISTING HOME r � I \ / ° \0 . ORING p � � - - �� 0 2 8 � 10 � �s � � � �. .: ' �_ `.:.. . �� .:. �. �� i ti (� LL M � .::;�->�'..: .. ��\ 17-09-31-00-00-028.107 ..� D . \ ,'��.��.:.�� ..��..: ��;�'��...'.��.�.::, .;..,.,>' .. . . �, . � � / ' �.:. .. - . / �--� , , � , ; ; / , ., �,;,,:- o.. � � ` � ,, �-–�4�. ` � 2.82 Ac. � � . ,j . ❑ O O O 40.9 / �� . . s� — 90� � o ' \ —/ o .: o � � ,. BORING / ' o H O 'v : :. -3 � : ' Q "' � � ` i:;.,. NEW 4" �x� ^x � / FFE=9�-0.05' WELL s � \ / FBE= 00.50'\ �� '' ` o � 1 R5�' : — — 0 �BORING ( ''�. �#"� �' � .Y�'��'��' ./. � _ 94 `9q�; . 3 � / �.. "",-, S$ / \ � �� 2+00 � o \ \BORING \ � � r — .--"�' � � Nz / .: Y �-5%�. - �� .. . �� OO � 1 9� � �!.. ,,,. \ � / � , zo -� � � / \ � °52 � �� o0 � ' � 9os / � /o \ o / io � � o° � � � W � �, / '9d3— —` °° o ` � �--, � i � � �ooa/ � � �� _000 00o i �— �� ----___ �/ ooa / ---"' __,_...-- o 0 000— o00 000�"'.. °oo \ ,/" �— o00 000 / � \ I � �O8 // / --�� __ /�� / �.----� ooa Nso•oo'oo"w oo°"""'� N90°O '00"ENso•o�oo�w � /'--- � ,8.s2� o� 5$9.85� 1514� � / � o ,�--- � � �o� � °° � � � 0 � � � � o� �� _-- --._ � --- ----� � � �so2— �' / �°°°/ / / � \' —' / � 00 � � — � � �' 000�/ / / � 3 W �O� / ' m \ oo� , \� ��oo , �� 000,--' �---- �/ I o � Z ^ / � — ooa 000— oao / � � / � � � / � \ � � ----� 15 �' \ I � / W --� �-- / r� .�� ''—.� / � / � �-- � 1 � c- / � � � � `��s�. � _ � � '�� / 9�f'�, \ / S5 00] 5� E / �� A� SCALE: 1 " = 50' SI'�E VICINITY NORTN �izton, Hamilton County, Indiana 0 " .. w '� 0 1� 0 � •I� A �� A � � •i A �� A � � �� A SITE ZOCATION NORTH �izton, Hamilton County, Indiana Y� � 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION MUST COMPLY WITH CODE REQUIREMENTS OF THE INDIANA ADMINISTRATIVE BUI�DING COUNCIL, THE STATE BOARD OF HEALTH, THE STATE FIRE MARSHALL, AND THE LOCAL GOVERNING AUTHORITY AS SET BY, BUT NOT LIMITED TO THE FOLLOWING AGENCIES: CURRENT UNIFORM BUILDWG CODE W/ INDIANA AMENDMENTS CURRENT INDIANA ENERGY CONSERVATION CODE W/ INDIANA AMENDMENTS CURRENT INDIANA PLUMBING CODE W/ INDIANA AMENDMENTS CURRENT NATIONAL ELECTRICAL CODE W/ INDIANA AMENDMENTS CURRENT UNIFORM MECHANICAL CODE W/ INDIANA AMENDMENTS CURRENT FIRE PREVENTION CODE W/ INDIANA AMENDMENTS ALL CURRENT �OCAL CODES AND ZONING LAWS 2. THE OWNER WIL� OBTAIN APPROVA� FROM THE APPLICABLE AGENCIES �ISTED ABOVE PRIOR TO INSTA�LING, AT A LATER DATE ANY ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PLUMBING SYSTEMS NOT IDENTIFIED IN THIS SUBMISSION. 3. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH CHAPTER 8 OF THE UBC AND ANY OTHER APPLICABLE PART OF THE UBC. 4. EXIT DOORS SHA�� SWING IN THE DIRECTION OF EXIT TRAVEL AND SHA�L BE OPERABLE FROM THE INSIDE WITHOUT USE OF ANY SPECIAL KNOWLEDGE OR KEY PER THE UBC. 5. ALL DIMENSIONS ARE ROUGH FRAMING DIMENSIONS. (STUD TO STUD OR STUD TO OUT OF BUI�DING) 6. ALL INTERIOR STUD WALLS SHALL BE 2x4 WOOD STUD WITH STUDS 16° C/C TO CENTER WITH A DOUBLE TOP PLATE. SEE P�AN FOR STUD SIZE 8c LOCATIONS. 7. DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT A�� DIMENSIONS OF THE STRUCTURE AND THE PROPOSED STRUCTURE ARE CORRECT BEFORE WORK STARTS. 8. IT SHA�� BE THE CONTRACTORS RESPONSIBI�ITY TO INFORM BADGER ENGINEERING OF ANY UNSAFE ITEMS OR CODE VIOLATIONS, BOTH STATE AND LOCAL PRIOR TO THE START OF CONSTRUCTION IF CONTRACTOR BECOMES AWARE OF SUCH NON—CONFORMITIES. 9. THE CONTRACTOR SHALL VERIFY A�� PLUMBING, MECHANICAL, ELECTRICAL, WALLS AND COLUMNS HAVE PROPER CLEARANCES PRIOR TO PROCEEDING WITH THE PROJECT AND SHALL NOTIFY THE ENGINEER OF ANY PROBLEMS PRIOR TO THE START OF CONSTRUCTION. 10. HEADERS SHALL BE MIN. DOUBLE 2x6 FOR NONLOAD BEARING WA�LS & DOUBLE 2X12 FOR �OAD BEARING WA��S OR AS NOTED ON PLANS. 12. IF FIELD CONDITIONS EXIST THAT REQUIRE ALTERATIONS TO THESE PLANS, BADGER ENGINEERING. MUST BE NOTIFIED AT ONCE AND BEFORE ANY FURTHER INSTRUCTION TAKES P�ACE. Date � Revisions 5/08/16 Owner's Chanqes IDGE1� ENGINEERIHG 990 W. OAK STREET PHONE: (765) 485-0000 ZIONSVILLE, IN 46077 FAX: (765) 485-0699 WWW_BA�GER�NGR_COM CNIL ENGINEERING 1 WATER RESOURCES RESIDENTIAL SUBDIVISIONS I SANITARY & SEPTIC DESIGN COMMERCIA� SITE/BUI�DING DESIGN ` �,,��,,,,, �� p,N C '�- : ��S'�..G\sr fRBq�� ; '�� :�� N0. F°��. `��= _ � 910326 �� = = � ��.. STATE OF :'� � ; - �'`� ��. �ND I ANP'�� , G� ��'�SS��NAL �-�,,' . ''�--,�.,,,,,��' CERTIFIED BY `- � OS/30/Z 6 TITLE SHEET 1 ��80 �est Road Citv of Zionsville lay Township, Hamilton DRAWING SCALE: AS NOTED Date Job No. 5/23/16 16-019 Computer Files # / . : ' /� • • • - • :� � . Sheet No. A1 d' I � N 0 F � � O N ' \ ^ O I , , EL=921.60' 0 I 0 _ _ E�55' i i ..�s--""_ -r'"'"� ii � �i N I io 6084 / / � 12 6� 6084 � � � 12 �6 � 8084 � � � G 6084 / / � 50, . � �- � ��- r �-- � �-t- . � -�-� . �-� , � -�� 1 �, � - �___ . � 1�_ r i i � � i � r � i r � �! �� ,r' .�� i 1_ (....� __ �' -L}----------- ----------------------------- - ---------- j� 40'-11 1 �4" 12" THICK BY 24" WIDE CONCRETE FOOTWG WEST ELEVATION SCALE: 3/16"=1'-0" 36" FIBERGLASS EXTERIOR DOOR 2" FASCIA BD. �� ---------- J 12" BARGE BD. W/ 3" TRIM ARDIPLANK SIDING EXISTING GRADE PROPOSED GRADE BLOCK��i�lON1 /4" = 1.0' OR FOX BLOCK POURED CONCRETE WALLS ��.,��. OR FOX B�OCK POURED CONCRETE WA��S NORTH ELEVATION SCALE: 3/16"=1'-0" G PR E OR FOX BLOCK POURED CONCRETE FOOTING CONCRETE WA�LS SOUTH E�EVATION SCALE: 3/16"=1'-0" CONCRETE FOOTING OR FOX BLOCK POURED CONCRETE WA�LS EAST ELEVATION SCALE: 3/16"=1'-0" ►��7�►� 1> AL� RO❑F AND SITE WATER TO DRAIN T� SITE �R TD AN APPR�VED DRY-WEL� SYSTEM 2> A�L NAI�ING T❑ BE IN COMPLIANCE W/ 2009 IRC 3) SHEARWALL NAILING T❑ BE� 4'❑,C. ❑N EDGE 8"❑.C. IN FIELD 4) EXP❑SED PLYW❑❑D AT R�❑F ❑VERHANG T❑ BE CC-X ❑R BETTER. ��,� � . - �_ Revisions D�E� �NGINEERIHG _��x �. 990 W. OAK STREET PHONE: (765) 485-OOdO ZIONSVILLE, IN 46077 FAX: (765) 485-0699 WWW_BA�GER�NGR_COM CIVIL ENGINEERING 1 WATER RESOURCES RESIDENTIAL SUBDIVISIONS I SANITARY & SEPTIC DESIGN COMMERCIA� SITE/BUI�DING DESIGN \ ��„��,,,, ; �� .��pN C. B �''�.; _`��\S �G\ST £R�°9oc`� ��_ N0. _ � 910326 �� = = � ��. STATE OF .� � � ; � �'`� ��..�iyDIAN�'��: V ' �'�SS��NAL �.�,.� � �. -„�„� CERTIFIED BY ' � 05/30/� 6 SIDE ELEVATIONS 1 ��80 �est l�oad City of Zionsville Clay Township, Hamilton County, IN� DRAWING SCALE: 3/16" = 1'-0" Date Job No. Drawn By pproved 12/08/15 16-019 EK CCB Computer Files Sheet No. # 2X12 FASCIA�BOARD ATTACH 6" ALU INUM GUTTERS 12" SOF � � _ C� W z O � � z c� W _ VENTS @ 48" 0/C � : C��•1 TYVEK HOUSE WRAP OVER 2" OSB BOARD HARDIE P�ANK SIDING Y" OSB BOARD W/ TYVEK HOUSE WRAP IB 600 W/ 1" FOAM INSULATION BACKER BOARD 2X8 TREATED TOP PLATE ASPHALT IMPREGNATED COPPER FLASHING PROPOSED GRADE VARIES 1/2" ANCHOR BOLT 3'-0" O,C, 12 COURSES 8" CMU GROUT CORES SOLID N0. 4 RE-BAR @ 48" O.C. EXTEND RE-BAR INTO FOOTING N � SPREAD CONCRETE FOUNDATION 3,000 PSI CONCRETE 1,500 PSF MIN. SOIL BEARING PRESSURE 30 YEAR DIMENSIONA� ASPHALT SHINGLES ON 15 Ibs. TAR PAPER ON 16" OSB BOARD W/ CLIPS 12 6 � CONTINUOUS RIDGE VENT AT PECK ROOF JOIST C� 24" 0/C (3'-6" OVERHANG FRONT SIDE & 2'-0" OVERHANG BACKSIDE) 11-7/8" IB 600 ROOF JOIST � 24" O.C. 5/8" DRYWAL� CEI�ING TYPICAL 2 LAYERS R 19.Q FIBERGLASS BATI- INSULATION PERPENDICULAR TO ONE ANOTNER 11SE SIMPSON TIES FOR CONNECTION BETWEEN TRUSS AN D WA�L. 5/8" DRYWALL 2x6 WOOD STUDS C� 16" O.C. R-21 BA17 INSULATION 3/4" STURDI FLOORING W/ T 8c G/- 11-7/8" IB 600 FLOOR JOIST @ 16" O.C. , .:.1,' . .. . . . ..... . .. . .. . ._.... . .. .. . .. ._ ... . . � .. . ....... _ .. . _.. ..... . .. .. . . ...a d a�� a �: . . d ' � ,...a.•_ � 2'-0" �-5/8" DRYWAL� CEI�ING TYPICAL R 19.0 FIBERGLASS BATT INSULATION 5/" DRY WAL� 2x6 WOOD STUDS 2x6 WOOD STl1DS @ 16" O.C. R-21 BATT INSU�ATION 3 f 4" STURDI FLOORING W/ T& G ,t. _,t: . . .. ....... , �;..�. ;,,,... �.:> .;: . ...:>.. : ,_..:. ,. . ,s . . ; . :. L ,, . . . ..,. . : . . .:.._.., � ,. ... . <� . ... ... . . _. . . . . .. . , _ ... .. :k�. .. . . , R-21 BATT INSU�ATION UNDER F�OORING 11-7/8" IB 60Q FLOOR JOIST C� 16" O.C. 4'-9" X 2" EXTRUDED PO�YSTYRENE PERIMETER INSULATION R10.0 MIN. EXTEND INSU�ATION TO TOP OF FOOTING 0 � � Y4" PREMOLDED EXPANSION FILLER W/ WATER STOP BETWEEN FOOTER & S�AB %4" CONC. SLAB W/ 6" X 6" 10-10 W.W.M. / OVER MIN. 4" SAND OR GRAVEL FILL. " 4" PERFORATED PVC PIPE �- CONNECT TO SUMP PIT. 3 - N0. 5 BARS WALL SECTION SCALE: 1 /2" = 1.0' ENERGY PATH FOLLOWED = 1 WINDOWS U=0.40 MAIN ENTRY DOOR U=0.54 SKYLIGHTS U=0.50 DOORS OTHER THAN MAIN ENTRY U=0.20 WINDOW SCNEDU�E SYM SIZE MANUF MAT GLAZING OPER QUAN REMARKS 1 4844 JELd- WHITE LOW-E S-HUNG 3 WEN VINYL ARGON 2 2456 JELD- WHITE LOW-E S-HUNG 2 WEN VINYL ARGON 3 4460 JELD- WHITE �OW-E S-HUNG 2 WEN VINYL ARGON 4 3236 JELD- WHITE �OW-E FIXED 2 BATHROOM WEN VINYL ARGON 5 3660 JE�D- WHITE �OW-E SLIDING 2 WEN VINYL ARGON 6 6084 JE�D- WHITE �OW-E SLIDING/DOOR 2 WEN VINYL ARGON 7 6084 JELD- WHITE LOW-E FIXED 1 WEN VINYL ARGON 8 60100 JE�D- WHITE LOW-E 2 SEE WEN VINYL ARGON FIXED ELEV 9 60100 JELD- WHITE LOW-E 2 WEN VINYL ARGON FIXED 10 60139 JELD- WHITE LOW-E FIXED 2 WEN VINYL ARGON DOOR SCNEDU�E SYM SIZE CORE MAT HRDWRE FINISH QUAN REMARKS A g' X g' CHK/W LATCH CHK/W � NOT OWNER OWNER USED B 16' X 8' CHK/W �ATCH CHK/W � NOT OWNER OWNER USED C 5068 GLASS OWNER LOCKS OWNER � FRENCH CHK/W CHK/W SLIDING D 5068 GLASS OWNER LOCKS OWNER � EXT E 3068 HC OWNER KNOBS OWNER � F 2668 HC OWNER PRIVACY OWNER 4 CHK W CHK W � � G 2668 HC KNOBS 1 BI-FOLD OWNER OWNER H 2668 NC CHK/W PULLS/ CHK/W 1 POCKET OWNER PRIVACY OWNER I 2668 HC OWNER KNOBS OWNER 3 J 4068 HC OWNER KNOBS OWNER 2 BI� FOLD K 5068 HC CHK/W KNOBS CHK/W 2 DOUBLE OWNER OWNER BI-FOLD L 1668 CAB CHK/W KNOBS CHK/W 2 DOUBLE FACE OWNER OWNER M 3068 SC pWNER LOCKS OWNER 1 EXT 0 3068 HC OWNER PRIVACY OWNER � N �SPECIFICATIAN�S: CONCRETE: Provide smooth surfaced 6" concrete floor slabs of 3,500 psi concrete with 6 x 6 x 10/10 WWF on 4 mil vapor barrier; provide additional 4 mil vapor barrier above slab at walk—in freezer recess and treat all slabs with curing membrane like Euclid chemicai Co. 'KUREZ DR' or Sonneborn 'KURE—N—SEA�'; FOOTINGS— 3,000 psi concrete, reinforced as shown. CONCRETE BIOCK: Use only normal weight block, pre—cast lintels, regular reinforcing like 'DUR—O—WAII' and Type S morFar. Lay units dry, set reinforcing in accordance with applicable NCMA provisions, grout full all hollow metal frdmes, and use concave rodded joints with stack bond. ROUGH CARPENTRY: Use floor Joists of No. 2 Douglas Fir or Southern Pine to provide f 1,110 psi and E = 1,600,000; use 1/2" CD—X plywood floor deck and use standard or utility grade spruce for all concealed blocking and nailers. FINISH CARPENTRY: Wood fiooring and ali other wood trim: use solid Poplar custom—grade, straight clear grain, in sizes are detailed. CARPINETRY: Provide all custom casework consisting of 5/8' 45 Ib. density parficle board cores with 1/32" high pressure plastic laminate faces and complete cabinet Iiner interiors. Use frameless construction and the following hardware OR Equal as approved by the owner: Hinges-- BLUM Model 90 Drawer glides-- BLUN BS420 Pulls--HEWI 548/86, Black CAU�KING G SEAIANTS: Use caulking similar to Tremco 'Mono' or Pecora 'Unicrylic' for all interior work; use sealant similar to Tremco 'Oymeric' or loch 'Thiotok' at exterior door frames and at joints of dissimilar materials. DOOR FRAMES: Provide wood frame for doors of solid poplar to match interior woodwork; all other frames are to be stondard wood from manufacturer DOORS: Use interior doors like MOHAWK Commercial Hollow Core 6 panel, 1-3/4' thick, with plastic laminate faces (colors to be selected by Owner), hardwood stiles and rails, and waterproof adhesive. Use standard 16 gauge metal exterior door similar to Ceco, Amweld, or Steelcraft. FINISH HARDWARE: Product standards are as follows or Equal as approved by the owner: Hinges----- Hager Stops------ HEWI 610 or 625, black, as scheduled Silencers---- Glynn Johnson 6J64 Closers----- Rixson PA2203 l.ocksets---- Best 53K series, 260 finish •• �_ 5'-6" /n\ n..c �e��n T�r� ni n -r� 1'-g„ 5'-6" WALL CONSTRICTION: Use 2x6 exterior wood studs and 2x4 interior wood studs with 7¢" gypsum board on both sides, using water resistant board in bath rooms and kitchen. Use 7/16' A.O. 'Wanderboard' tile backer boord in rooms having tile. Use perforated joint tope, ready mixed joint compound, and galvanized metal bullnose corner bead. PORCELAIN TI�E: Use Fiandre 30 x 30 matte tile for all floor and on walls as detailed. Colors to be selected by Owner. Apply tile to floor slabs using epoxy thin—set adhesive; apply to walls using organic adhesive use epoxy grout, color to be selected by Owner/Architect. GUARRY TILE: Use Metropolitan Ceramics 'Ironrock' (57X Stone Gray) and 'Metro Quarry' �507 Puritan Gray) in 8 x 8 with 6' high cove base; apply tile using epoxy thin set adhesive; use epoxy grout, color to be selected by Architect; Iocate ironrock' as shown in Drawings. CARPET: Direct glue the following: Bigelow Regents Row Construction---- Woven, cut G loop Fiber---- ANTR014 BCF static controlled � soil resistant Yarn---- 8 ply Pitch---- 216 Rows/inch--- 8.0 Pile height--- 0.29' loop/0.23' cut Face weight---- 34.5 oz/sy Total weight--- 69.0 oz/sy Wear warranty---- 10 years PAINTING: Gypsum board: one coat Glidden 'ULTRA HIDE PVA Primer Sealer No. 5019', two coats Sherwin Williams 'METALATEX 842 Series Semi Gloss Enamel, EPDXY— gypsum board: one coat Glidden 'SPRED Primer Sealer No. 3415' �no two coats 'GLID GUARD GLID—TI�E Epoxide Coating No. 5550 Series'; block—one coat Glidden 'G�ID GUARD GLID—TI�E Bdsecoat No. 5512 and two coats Epoxide Cooting No. 5550 Series; ferrous metal: two coats Epoxide Coating No. 5550 Series; Wood: two coats Glidden 'SPRED Urethane Varnish No. 10, Satin Sheen'. steel wool between coats; Exposed structure, ductwork, etc.: two coats Glidden 'FIJST MASTER No. 508 flat black; metal frames: two coats Glidden 'GLIO GUARD Alkyd Industriai Enamel No. 4550 Series' i1') � � � ,. * FOR INFORMATION ON�Y CUSTOM WINDOWS SCALE: 1 /4"=1'-0" 5'-6" 2 STANDARD WINDOW FRAMING A4 SCALE: 3/8" = t'-0" � �� •� �� SCA�E: 3/8" = 1'-0" ,�� 1'-g„ 5'-6" 2) 2X10 LINTEL 6 BOTTOM SILL �EATED IF ON CONC.) i�i . � . �_ Revisions DGEIi ENGINE�RI�G � � -�� t.t�, �. 990 W. OAK STREET PHONE: (765) 485-0000 ZIONSVILLE, IN 46077 FAX: (765) 485-0699 WWW_BAI�GER�NGR_COM CIVIL ENGINEERING WATER RESOURCES RESIDENTIAL SUBDIVISIONS I SANITARY & SEPTIC DESIGN COMMERCIA� SITE/BUI�DING DESIGN ` ��,��,,,�� ,�� pN � �-, : ��5� .. . � 6q�'-, : ��-..��srFRFo..c�=: � � � N0. �° : : 910326 : = = � �`�.. STATE OF :'� � = ' �'� �'��HD I ANP.�'� \�'�,: �'�SS��NAI E��' �. ��,,,,,,,,,,,,, CERTIFIED BY � � 05/30/2 6 REAR ELEVATION 1 ��80 �est Road of Zionsville Clay Township, Hamilton Coun DRAWING SCALE: N TS Date Job No. 12/08/15 16-019 Computer Files � Drawn By pproved EK CCB Sheet No. 0 :� 2'-0„ '-9 1 /2" � �Yil�li�:l[iZy:11�[e GRA 20'-5 5/8" 4" CONC. S�AB W/ 6" X 6" 10-10 W.W.M. OVER MIN. 4" SAND OR GRAVEL FILL. W.H. URNA E 13'-6" 9'-8 1 /2" j 40'-11 1 /4" � \ � � I rn � � 0 N 20'-5 5/8„ � .. — � 4" CONC. S�AB W/ 6" X 6" 10-10 W.W.M. 2'—�" OVER MIN. 4" SAND OR GRAVE� FILL. I CUSTOM 28' �ONG COLUMN BY AMERICAN POLE AND TIMBER & BOX OUT COLUMN 12" �- SQUARE SECURE TO CENTER PEIR. � __.,,;,, 2 I _ � 4 I�I i L J d- � � O� _. � , 4, �„ � l THICKEN S�AB STAIR FOUNDATION � � A► � , ` � 0 i 0 4" CONG SLAB `" /.�,,, W/ 6» X 6" 10-10 W.W.M. OVER MIN. 4" SAND OR GRAVEL FI�L. =i o N N 17'-11 1 /8" �u':�► �::. 2�4 REBARS VERT. 12" DIA. SONA-TUBE -0„ �� r STANDARD DECK FOOTING SCALE> 1/2' - 1'-i0' � 5'-1" 40'-11 1 /4" m ' Q o J I � o �_�. o— z o � 26'-1 1/4" 4" CONC. SLAB W/ 6" X 6" 10-10 W.W.M. OVER MIN. 4" SAND OR GRAVEL FILL. 2'-6 1 /2» FOU N DATION PLAN SCALE: 1 4 = 1.0 1 AB SUMP PIT — �, 1 /3 HP PUMP � 15'-4 5/8" � .. 11'-7 3/4" 11'-7 3/4" �O��DA� 0�1 P�A�I O4'-0" X 4'-0" X 1'-0" �TG. W/ (6) �5 EACH WAY O2'-0" X 2'-0" X 1'-0" FTG. W/ (6) #5 EACH WAY 12 COURSES 8" CMU GROUT CORES SOLID FOX BLOCK CAN BE USED IN LIEU OF CMU N0. 4 RE-BAR C� - 48" O.C. EXTEND RE-BAR INTO FOOTING N � SPREAD CONCRETE FOl1NDATION - 3,000 PSI CONCRETE 1,500 PSF MIN. S01� - BEARING PRESSURE N \ � �. 4'-9" X 2" EXTRUDED POLYSTYRENE PERIMETER INSULATION R10.0 MIN. EXTEND INSULATION TO TOP OF FOOTING Y4" PREMOLDED EXPANSION FILLER W/ WATER STOP BETWEEN FOOTER & SLAB 6" CONC. SLAB W/ 6" X 6" 10-10 W.W.M. OVER MIN. 4" SAND OR GRAVEL FILL. ' . d ' . a .. _ . . . ,. ^ Q /, .. '' ° ° � �� '� 4" PERFORATED PVC PIPE � , CONNECT TO SUMP PIT. 2' - 0' 3- N0. 5 BARS THICKENED SLAB DETAIL S'CAI.Eo 1 /2' = 1'-0' 2 A8 � �0 o \ � � o W o = cn ( z � � � � o � 3-1/2" X 12" �VL G�UE LAMINATED BEAM � cr� o � � � a w O = tn I z O �` � o (2) 2X8 TREATED TOP P�ATE 14 COURSES 8" CMU TWO BLOCKS PER ROW 16" C�STOM 28' LONG COLUMN BY AMERICAN POLE AND TIMBER & BOX OUT CO�UMN 12" SQUARE SECURE TO CENTER PIER. CENTER PIER IN CENTER OF BUILDING. %" OBS F�OORING W/ T 8c G Y4" PREMOLDED EXPANSION FILLER W/ WATER STOP BETWEEN FOOTER 8c SLAB 4" SLAB ��, � , ;�, �'';� y. , m. aa.. : a 4. sy\ .. �. N 4 'da e. a : ' < e.d • a b.. � . a d � SPREAD CONCRETE FOUNDATION 4�_0» 3- N0. 5 BARS EACH WAY 3,000 PSI CONCRETE 1,500 PSF MIN. SOIL BEARING PRESSURE CENTER PEIR 4 sc,� �/s• _ ��-o• 4 IB 600 W/ 1" FOAM INSULATION BACKER BOARD 2X8 TREATED TOP PLATE ASPHRLT IMPREGNATED COPPER FLASHING PROPOSED GRADE VARIES 1/2" ANCHOR BO�T 3'-0" O,C, 12 COURSES 8" CMU GROUT CORES SOLID FOX BLOCK CAN BE USED IN LIEU OF CMU N0. 4 RE-BAR @ 48" O.C. EXTEND RE-BAR INTO FOOTIN N � SPREAD CONCRETE FOUNDATION 3,000 PSI CONCRETE 1,500 PSF MIN. S01� BEARING PRESSURE —%$" OBS FLOORING W/ T& G r�� . ; . . .. � .:.:...:. . . . . . .. ..:. . ....:..::.. . ....: ...... ..:r:.:.> ; .., ... . . :...:.....:....:,... ........:..: ..:.::..::a:,:_...•; ..:.: , .. ..... .. . . . . . . . .... . .....« ...> . :..:.:..:....... .....:... ..,,.,.. . ,..::.._,... . .... .. *..,,>..:�.... . . 4 ... ..- �R-21 BATT INSULATION UNDER FLOORING 11-7/8" IB 600 FLOOR JOIST @ 16" O.C. 4'-9" X 2" EXTRUDED POLYSTYRENE PERIMETER INSULATION R10.0 MIN. � EXTEND INSU�ATION TO TOP OF FOOTING Ya" PREMOLDED EXPANSION FIL�ER W/ WATER STOP BETWEEN FOOTER & SIAB 4" CONC. SLAB W/ 6" X 6" 10-10 W.W.M. OVER MIN. 4" SAND OR GRAVEL FILL. d. o.. /�. . ,': . °� < ' ' ° ° � � 4" PERFORATED PVC PIPE � CONNECT TO SUMP PIT. 2-�' 3- N0. 5 BARS FOOTING DETAIL S'GY.Eo 1' — 1'-0" • �� • • 1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE RE4UIRED DEPTH BELOW TNE FINAL GRADE. 2. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF. OWNER TO VERIFY AND NOTIFY ENGINEER IF THIS IS NOT CORRECT 3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 95%. 4• CONCREfE: - BASEMENT WA�LS & FOUNDAT►ONS NOT EXPOSED TO WEATNER : 3000 PSI - BASEMENT 8c INTERIOR SLABS ON GRADE : 3000 PSI - BASEMENT WAL�S & FOUNDATIONS EXPOSED TO THE WEATHER : 3000 PSI - PORCHES, STEPS & CARPORT SLABS EXPOSED TO WEATHER : 3000 PSI 5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 20' (MAXIMUM) INTERVA�S EA. WAY. 6. CONCREfE SIDEWA�KS TO HAVE 1/2" TOOLED JOINTS AT 5' O.C. (MINIMUM) 7. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED WIRE MESH TO BE A-185. 8. EXCAVATE THE SITE TO PROVIDE A MINIMUM OF 18" CLEARANCE UNDER A�L GIRDERS. 9. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH 55# ROLL ROOFING. 10.BEAM POCKETS IN CONCRETE TO NAVE 1/2" AIRSPACE AT SIDES AND ENDS WITH A MINIMUM BEARING OF 3". No. Date Revisions 1. IDGEIi ENI�INEERING 990 W. OAK STREET PHONE: 765 485-0000 i ) ZIONSVILLE, IN 46077 FAX: (765) 485-0699 WWW_BA�GERENGR_COM CIVIL ENGINEERING WATER RESOURCES RESIDENTIAL SUBDIVISIONS SANITARY & SEPTIC DESIGN COMMERCIAL SITE/BUILDING DESIGN CERTIFIED FOUNDATION PLAN 12280 �est Road City of Zionsville Clay Township, Hamilton County, INDIAN DRAWING SCALE: 1 /4" = 1'-0" Date Job No. Drawn By pproved B 12/08/15 16-019 EK CCB Computer Files Sheet No. � � i O a' 40'-1 � 1 /4" " CMU WALL ' B 600 11-7/8" SE SIMPSON TYPE 2X8 TREATED JOIST HANGER (TYP) WOOD BOTTOM PLATE 1 1 1 �1 ;1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 �1 1�1 1 1 1 1 1 '4 � � �� . ( � � � ( ( ( ( ( ( � ��_4, ( ( � � � ( ( ( ( ( ( � ( � � � � � � � � > � � � r � i �., co i � co p. o °' o °' :. I I I m I I I I I I I I I I I I I ICOLl� MN Y A ERIC N I m I I I I I I I I � POIe AN� TIM�ER � , H I I I�I I I I I ( ( I I I ' I I�ISEN�RR TPEIRU�NT�� I vI I I I I I I I BUILD INTERIOR WAL�S FOR LANDING USE 3-1/2" X 12" LVL HEADER 4'-3Yz" USE BASEMENT WALL & DOUBLE JOIST TO CONNECT AA i USE DOUBLE TJI FOR STAIR HEADER c � � 3._8. ��'�� . � II � P� 3._8. �� • 3_ � r- � ', ' ( ' ' ' ( �' ( ' ' ' ' ' � � � � �1� � n ST R �, I I I I I I I`°I I I I I I I I I I I I I. � 1 USE SIMPSON TYPE i� � ; J IST NA ER (T ) j_ � ! M'' � ^ F I N I, I I I,�I��I I N, O ' 4 o n � � � o � io � �(((((' ',' m' (''''' � � � � � �: m ' ' ' ' ' ' ��!' � ' ' ' ' ' ' ' � ' � � � ,;. � I ' ' I ' ( ',' I N 1 ' ( I ' ' ' I I I I I I f. r �n - 40'-1 � 1 /4" ��- . � . • � � 1 � 1= � . � � � -.�_ � _.. � � � I I , — — � 2X10 D.F. #2 JOISTS C�? 16" O.C. W — — m "� o � "'�1�'P'T. L'E6GE1�W "' {SLL6S�.B°� G�16„ � � � r � � � � ------ � L J ' � � � Q w � � m a � � X � N � W� � � J W m m � N � N � � 1 J I I C� ........--------_::r.... � � � � � i � � � — — � — — � �, — — L J � — — ' — — \i ?X10 D.F. #2 JOISTS Q 16" O.C. � � � , I I — — I - � ;>. _ \ 11'-7 3/4" "' 'i� � �O FT F RAM I N G P �AN SCALE: 3 16 = 1.0 � I O d' v1E FOR STAIRS � 40'-11" �) BARGES � 8" O.C. , BARGES 48" O.C. �� — — � — — M i i - � I ' — — — I — — — I(25) IB600 2.5"X14" @ 24" O.C. _ _ _ _ — — — _ 22'-6" _ _ , -- -- -I- -- -- � � � � � I � � � � � CUSTO� LONG — — — — — I COLUMN BY AMERICAN — — POLE AND 11MBER & 1 P�- � SQUARE SECURE TO CENTER PEIR. __ __ _I � __ __ J c� � � �� O � � x � r � _ i � i i L J d�' �"� d^' � � I� �O � � � N � � � � � � _�_ __ _I_ __ __ � � -I-m_ __ __ __ � , -+�-- -- -I- -- -- �i � � � � � � � � AA} �I� � � � � 10 1 (2�) IB600 2.5"X14" @ 24" O.C. 22'-6„ ' � � � � ; � � � � � � BARGES � 8" O.C. ROOF FRAMING PLAN SCALE: 3/ 16" = 1.0' DOUBLE 2X6 T�P PLATE � N�TE� HEADERS #2 D�F, OR BETTER RIGID INSULATION UP T� 4' z-zx8 4' T� 6' 2-ZX10 6' T� 8' 2-zxiz �VER 8' AS DETAI�ED 2-2X6 HEADER �X NAILER GLUED & NAI�ED CTYP> KING STUD INTERI❑R & EXTERI❑R HEADER SCHE�U�E EXTERI�R NEADER DETAI� � NER�ER SCHE�U�E A7 ROOF PER P�AN � BARGES 48" O.C. CONT. RIDGE VENT, SCREENED ONE PIECE CDX WEB STIFFENER BOTH SIDES OF RAFTER G�UED & NAILED W/10d NAI�S, 6" O.C. STAGGERED R-38 F.G. BATT � 5/8" DRYWALL-_.,_ 2'-0 �/s� � HO�D SHEATHING BACK 3" TO ALLOW FOR VENTING ___--LATERAL BLOCKING BETWEEN RAFTERS Cs� RIDGE (TYP.) END OF �V� WI�L BE BOXED TO MATCH INTERIOR FINISH �10" CUSTOM RIDGE POLE AT CENTER SPAN CONNECT 10" CUSTOM RIDGE POLE AT CENTER SPAN CONNECT �12" BOXED COLUMN FOR RIDGE POLE 2.5"X14" IB600 ROOF RAFTER -''� � TYPICA� SECTION: NOTE: 1. FIBERGLASS SHINGLES, COLOR BY OWNER, 1. USE ADJUSTABLE SLOPE HANGERS ON 2. 30# FE�T PAPER, LVL W/ MIN. UPLIFT 300L8 3. 5/8" CDX SNEATHING, 2. PROVIDE STRAP WRAPPED AROUND RIDGE 4. 2.5"X14" IB 600 ROOF RAFTERS, 24" OC. BEAM. 5. 5/8" DRYWALL 3. PROVIDE HURRICANE C�IPS AT END OF ROOF RAFTERS AT THE WALL CONNECTION. 4. FOLLOW TNE MANUFACTURES RECOMMENDATIONS FOR ALL PRODYCTS. �TYPICA� RI��E C❑NNECTI❑N DETAI� 1. FINISH ROOFING PER P�AN � 30# FELT PAPER 6 � 5/8" CDX SHEATHING � ROOF RAFTER RAFTER END BLOCKING � SIMPSON H1 HURRICANE TIES AT EACH RAFTER, OR EQUAL. 2X2" NAILER CREENED SOFFIT VENT 1/2" CEDER SNEETWG (soffit ) 1X4 CEDAR FASCIA \��J � 1X4 CEDER FASCIA -f � SCREENED SOFFIT VENT � 1X10 CEDAR FASCIA 1x10 CEDER FASCIA 2x6 WOOD STUD SCA�E: NTS SCALE: NTS RAI�INGS T❑ EXTEND BEY❑ND T�P & B❑TT�M TREADS PER LOCA� CODES NEWE� P❑ST 2-5/8' MAX. WIDTH HANDRAI� BA�USTERS SPACED LESS THAN 4" APART. X ¢ � v � �, Z X , � � " NOSE � � M (,•) � � � 2 X F�R. JST'S. DBL, FL❑❑R J�ISTS 2"X TREADS 1"X RISER-BACKERS 10" MIN, C3) 2xi2 STRINGERS ►� � � ' � '� ` 1 /2" = 1'-0" N❑TES� 1) USE METAL FASTENERS AT A�� BEAMS T❑ SUPPORT MEMBERS 2> PROVIDE SOLID B�OCKING AT ALL BEARING 3) GLUE LAMINATED BEAMS T❑ BE WESTERN SPECIE C❑MBINATI❑N 24F V-4 PER ANSI/AITC A190,1-199z OR EQUA�, R❑�F VENTING 16 SQ, FT, REQUIRED, PR❑VIDE C❑NTINUOUS EAVE VENTS AND C❑NTINU❑US RIDGE VENTS ❑R CUT CIRCULAR H❑LES IN RAFTERS AS REQUIRED T❑ PROVIDE CROSS VENTI�ATIDN. Revisions DGE1� �NGINE�RI�G 990 W. OAK STREET PHONE: (765) 485-0000 ZIONSVILLE, IN 46077 FAX: (765) 485-0699 WWW_BAL7G�RENGR_COM CIVIL ENGINEERING 1 WATER RESOURCES RESIDENTIAL SUBDIVISIONS I SANITARY & SEPTIC DESIGN COMMERCIA� SITE/BUI�DING DESIGN ```��,,,� : '�5�� `N. �• 6q��- ; �. .�G�sr fR.. c"= � �� :�� N0. �°�`. `�°�� _ : 910326 �: = = � ��. STATE OF .�� ; ' �'n ��`�iyDl AN�'�� : � ��''�SS�4NAl ��.�'' ` �''�� u t,�� CERTIFIED BY � � 05/30/2 6 FRAMING PLANS 12�80 �est Road City of Zionsville Clay Township, Hamilton County, IN� DRAWING SCALE: 3/16" = 1'-0" Date Job No. Drawn By pproved 12/08/15 16-019 EK CCB Computer Files Sheet No. # SOLID BLOCKING GR� 11�I1.Y�7►I1I:I:I:� 2�4 REBARS VERT. 12" DIA. SONA-TUBE STANDARD DECK FOOTING SCAt.E� 1 /2" - 1'-'�0" IB 600 W/ 1" FOAM INSULATION BACKER BOARD 2X8 TREATED TOP PLATE ASPNALT IMPREGNATED COPPER FLASHING PROPOSED GRADE VARIES 1/2" ANCHOR BOLT 3'-0" O,C, 12 COURSES 8" CMU GROUT CORES SOLID FOX B�OCK CAN BE USED IN LIEU OF CMU N0. 4 RE-BAR @ 48" O.C. EXTEND RE-BAR INTO FOOTING N � SPREAD CONCRETE FOUNDATION 3,000 PSI CONCRETE 1,500 PSF MIN. SOIL BEARING PRESSURE :-a�� %. � � •: � 2>-0» 5/" OBS FLOORING W/ T& G 0 � , . ,� � - . ,. r ��+`.''`...__.. . .. _ ... ...... . .. .. .. . ... . . . .. . .._..... .. ',}.`..,`.', ._... . .. .... FOOTING DETAIL � ,� • � ,� �-0w R-21 BA17 INSULATION UNDER FLOORING 11-7/8" IB 600 FLOOR JOIST Q 16" O.C. 4'-9" X 2" EXTRUDED PO�YSTYRENE PERIMETER INSU�ATION R10.0 MIN. EXTEND INSU�ATION TO TOP OF FOOTING O I � Y4" PREMOLDED EXPANSION FILLER W/ WATER STOP BETWEEN FOOTER & SLAB �4" CONC. SLAB W/ 6" X 6" 10-10 W.W.M. OVER MIN. 4" SAND OR GRAVEL FI�L. '� 4" PERFORATED PVC PIPE � CONNECT TO SUMP PIT. 3-N0.5BARS � C c nn° n�� nn� n�� 12 COURSES 8" CMU GROUT CORES SOLID FOX BLOCK CAN BE 11SED IN LIEU OF CMU N0. 4 RE-BAR @ 48" O.C. EXTEND RE-BAR INTO FOOTING N � SPREAD CONCRETE FOUNDATION 3,000 PSI CONCRETE 1,500 PSF MIN. SOIL BEARING PRESSURE CROSS SECTION A-A SCALE: 1 4 = 1.0 � � � d� a�� .' . . y'. i. �:s �' a ' • w ., .a� THICKENED SLAB DETAIL �N.E� ��2' _ ��-Or 2'-0" 4'-9" X 2" EXTRUDED PO�YSTYRENE PERIMETER INSl1LATI0N R10.0 MIN. EXTEND INSULATION TO TOP OF FOOTING Ya" PREMOLDED EXPANSION FILLER W/ WATER STOP BETWEEN FOOTER & SLAB %6" CONC. SLAB W/ 6" X 6" 10-10 W.W.M. / OVER MIN. 4" SAND OR GRAVEL FILL. d�a . � e' � �.. �'i ` 4" PERFORATED PVC PIPE �- CONNECT TO SUMP PIT. 3 - N0. 5 BARS 0 � No. Date 1. Revisions DGER ENCINEERINC - - — , �� . 990 W. OAK STREET PHONE: (765) 485-0000 ZIONSVILLE, IN 46077 FAX: (765) 485-0699 WWW_BAG►C�R�NCR_COM CIVIL ENGINEERING WATER RESOURCES RESIDENTIAL SUBDIVISIONS I SANITARY & SEPTIC DESIGN COMMERCIAL SITEIBUILDING DESIGN �,��,,,,, : ��.��p,N C. Bq��, ` ��c�,�. �� STE,p�;o OcF ',: N0. : � 910326 ' = = � ��'��. STATE OF : `� � = �.� `�.. /HDIANP��'��'��. G ,; �'�SS�4NAl. ��,.� --�,,,.,,,,�, �� CERTIFIED BY 03/30/2 6 SECTION & FOUNDATION DETAILS 12�80 �est l�oad City of Zionsville Clay Township, Hamilton County, INDIAN DRAWING SCALE: 1 /4" = 1'-0" Date Job No. Drawn By pproved B 12/08/15 16-019 EK CCB Computer Files Sheet No. # i�eI�►I ' � A. AL� WORK SHA�L BE IN CONFORMRNCE WITH THE 2006 IRC , AND APP�ICABLE LOCAL CODES. FOR ITEMS, MATERIA�S, OR METNODS NOT SHOWN, THE MINIMUM REQUIREMENTS OF IBC SHAL� BE GOVERN. B. WHERE APPLICAB�E, ALLOWABLE STRESSES HAVE BEEN INCREASED FOR SHORT DURATION (INCLUDING SNOW LOADS AND 33% FOR WIND AND EARTHQUAKE C. SHOU�D AN ENGINEER MAKE ANY CHANGES FROM THE DESIGN AS DETAILED IN THESE CA�CULATIONS, SUCH CHANGES MUST BE INCORPORATED IN AND FUL�Y OR PROPERLY TRANSFERRED TO THE P�ANS. IF NOT, GREAT HOUSE DESIGN SHALL BE HE�D HARMLESS FROM ANY RESULTING CLAIMS. D. THESE CA�CU�ATIONS ARE BASED UPON A COMP�ETED STRUCTURE. SHOULD AN UNFINISHED STRUCTURE BE SUBJECTED TO �OADS, AN ENGINEER SHOULD BE CONSULTED FOR AN INTERIM DESIGN. 2. SITE WORK A. BUILDING SITES ARE ASSUMED TO BE WE�� DRAINED AND FREE OF CLAY OR SAND. ANY OTHER CONDITIONS MUST BE BROUGHT TO AN ENGINEER'S ATTENTION FOR EVALUATION. B. UNLESS A FIELD REVIEW NAS BEEN SPECIFICALLY REQUESTED BY THE OWNER OR CONTRACTOR, THESE CALCUA�TIONS IMPLY NO RESPONSIBILITY FOR ADAPTABILITY OF THE DESIGN FOOTINGS TO THE BUI�DING SITE. STABLE, UNDISTRUBED SOI�S AND �EVE� STEPPED FOOTINGS ARE ASSUMED AND ANY OTHER CONDITIONS SHOU�D BE REPORTED TO AN ENGINEER FOR FURTHER ANALYSIS. C. UNLESS OTNERWISE NOTED, AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 1,500 POUNDS PER SQ. FT. HAS BEEN USED •�� • • •� • � - � A. SAWN LUMBER CALCULATIONS ARE BASED ON DOUGLAS FIR-LARCH, EXCEPT AS SHOWN OTHERWISE ON THE DRAWINGS, GRADED IN ACCORDANCE WITH STANDARD GRADING RU�ES OF WWPA OR RU�E N0. 16 OF WCLB, AS FOLLOWS: 1. �IGHT FRAMING - N0. 2 AND BETTER 2. STUDS - N0. 2 AND BETTER (�IGHT FRAMING) 3. JOISTS AND PLANKS - N0. 1 AND BETTER 4. BEAMS AND STRINGERS - DENSE N0. 1 AND BETTER 5. POSTS AND TIMBERS - DENSE N0. 1 AND BETTER 6. A�L 2X LUMBER SHAL� BE SEASONED TO A 19� MAXIMUM MOISTURE CONTENT ON SITE. B. A�L WOOD IN CONTACT WITH S01� OR CONCRETE SHAL� BE PRESSURE TREATED. C. GLUED LAMINATED MEMBERS SNALL BE DOUGLAS FIR-LARCH OR EQUAL, CONFORMING WITH AITC 117-93 AND CS 253-63 FABRICATED WITH WET-USE ADHESIVE. 1. GRADE COMBINATION "24" UNLESS OTHERWISE SPECIFIED ON TNE DRAWINGS. 2. AL� EXPOSED GLU-LAMS SHALL HAVE ARCHITECTURAL GRADE WITH A ROUGN SAWN FINISH. 3. AL� UNEXPOSED G�U-LAMS BEAMS MAY BE INDUSTRIA� GRADE FINISH. 4. GLU-�AM BEAMS TO HAVE STANDARD CAMBER. D. A�L PLYWOOD SHALL BE DEPA GRADE MARKED TO COMPLY WITH PS- 1-66. FLOORING SHA�L BE 3/4" UNDERLAYMENT GRADE, TBcG PLYWOOD, GLUED AND NAILED TO JOIST. ROOF SHEATHING SHALL BE STANDARD C-D EXT. 5/8" P�YWOOD NAI�ED AS INDICATED. E. LOG WALLS, PUR�INS, RIDGE PO�ES: 1. UNLESS OTHERWISE SPECIFIED SHALL BE WINTER HARVESTED EASTERN WHITE PINE (CAN BE HARVESTED IN ANY SEASON, WINTER IS PREFFERED) 2. SHA�L BE T.P.I. GRADED AND STAMPED APPROVED FOR �OG BUI�DING CONSTRUCTION. e��: _ ► ��r��»�c��:�r�:� F. CONNECTIONS: NAILING SHALL BE WITH COMMON NAI�S OR BY SIMILAR SIZE AUTOMATIC NAILERS EXCEPT WHERE EXPOSED IN FINAL FINISH, AS FO�LOWS: 1. JOIST LAPS OVER PARTITION - 4- 12D FACE NAIL 2. JOIST TO SUPPORTING MEMBERS OR PLATE - 2- 12D TOE NRIL 3. BEAMS AND HEADERS TO STUDS - 6- 12D TOE NAIL 4. RAFTER TO SUPPORTING MEMBER OR P�ATE - 4- 8D TOE NAIL 5. BRIDGING TO JOIST (EACH END) - 2- 8D TOE NAI� 6. STUD TO PLATE - 2- 12D TOE NAIL 7. P�ATE TO RIM JOIST OR B�OCKING BE�OW - 16D � 16" - FACE NAI� 8. B�OCKING TO JOISTS (EACH END) - 3- 12D - TOE NAIL 9. B�OCKING TO PLATE BELOW - 8D C� 4" -TOE NAIL 10.RIM JOIST TO 2X JOISTS - 3- 12/D - FACE NAIL RIM JOIST TO �.V.�. JOIST - 4- 12D (2 TOP, 2 BTM) - FACE NAI� 11.TOP P�ATE TO STUD - 2- 12D - FACE NAIL 12.DOUBLE TOP PLATE - 12D � 16- FACE NAIL 13. DOUBLE TOP PLATE AT INTERSECTIONS - 2- 12D - FACE NAIL 14.CORNER STUDS & ANG�ES (EACH PIECE) -„ 12D � 16" FACE NAIL 15.MILTIPLE STUDS (EACH PIECE) - 12D C�? 16 - FACE NAI� 16.VERTICAL�Y LAMINATED BEAMS AND HEADERS ALONG EACH EDGE, EACH PIECE - 12D C�? 12" - FACE NA1� 17.LIGHT TIMBER DECKING (EACH PIECE TO SUPPORT) - 2- 16D - FACE NAI� G. SHEATHING SHA�L BE NAI�ED AS FO��OWS, EXCEPT WHERE SHOWN OTHERWISE: 1. ROOF PLYWOOD: 8D GALV. COMMON AT 4" ON CENTER AT ALL SUPPORTED EDGES AND AT 8" ON CENTER AT INTERIOR SUPPORTS. 2. FLOOR PLYWOOD 8D RINGSHANK AT 6" ON CENTER AT AL� SUPPORTED EDGES AND AT 10" ON CENTER AT INTERIOR SUPPORTS. 3. SIDING TO BE INSTA�LED AS PER MANUFACTURERS RECOMMENDATIONS OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. 4. GYPSUM WALLBOARD ON STUD WAL�S - DRYWA�L SCREWS AT 7? 0/C A�L STUDS. P�ATES AND B�OCKING - USE 6D NAI�S WITN 5/8" SHEETROCK. H. ANCHOR ALL STUDS AT DOOR OPENINGS, ENDS AND CORNERS OF WA�LS THAT ARE SHEATHED WITH P�YWOOD AND/OR GYPSUM BOARD TO BOTTOM PLATE WITH 2- SIMPSON A35N FRAMING ANCHORS (OR EQUAL). I. AL� MANUFACTURED CONNECTION HARDWARE SHAL� BE AS DESIGNED ON THE DRAWINGS AND INSTAL�ED AND FU��Y NAI�ED IN CONFORMANCE TO THE MANUFACTURER?S INSTRUCTIONS AND APP�ICABLE ICBO APPROVALS. J. ALL STEEL CONNECTION ASSEMBLIES DETAILED ON THE DRAWINGS SHAL� BE FABRICATED FROM ASTM A36 STEEL IN CONFORMANCE WITH APPLICABLE REQUIREMENTS OF TNE AISC ?SPECIFICATIONS FOR 1. THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. WELDING SHALL CONFORM TO AWS D1.1. K. INSTAL� LAG SCREWS IN ORIL�ED �EAD HOLES WITN A DIAMETER EQUA� TO 3/4 OF THE SHANK DIAMETER (�AG SCREWS SHA�� NOT BE HAMMERED IN). WAX OR SOAP THE LAG SCREWS. PROVIDE WASHERS UNDER HEADS BEARING ON WOOD. HO�ES SHA�L BE PROPERLY ALIGNED. �. BO�THOLES SHAL� BE DRIL�ED 1/16" �ARGER THAN THE BOLT DIAMETER. PROVIDE WASHERS UNDER ALL BOLT HEADS AND NUTS BEARING ON WOOD. HOLES SHALL BE PROPERLY ALIGNED. IN NO CASE SHA�L MISA�IGNMENT BE A��OWED WHICH PREVENTS PROPER BEARING OR ALIGNMENT OF MEMBERS. OVERSIZED HOLES SHAL� NOT BE ALLOWED. BOLTS SHAL� BE A307 BOLTS. NUTS SHALL BE MECHANICAL�Y TIGHTENED AND SNUG. 4. INSTAL�ATION A. AL� STUD WALLS SHOWN ON THE STRUCTURAL DRAWINGS SHALL HAVE 2X6 STUDS SPACED AT 16" 0/C, EXCEPT WHERE SHOWN OTHERWISE. B. TOP P�ATES SHALL BE DOUB�ED ON AL� STUD WAL�S. C. CRIPPLES UNDER HEADERS SNAL� BE CONTINUOUS TO TNE SO�E P�ATE. D. B�OCK ALL STUDWALLS AS REQUIRED FOR SHEATHING. E. B�OCKING 2" WIDE OF EQUA� DEPTH OF THE MEMBERS SHAL� BE PROVIDED BETWEEN A�� JOISTS AND RAFTERS AT THEIR SUPPORTS UNLESS MEMBERS ARE NAI�ED TO A RIM JOIST. F. BEAMS, GIRDERS, AND JOISTS SUPPORTING BEARING WA�LS OR OTNER CONCENTRATED �OADS SHAL� NOT BE NOTCHED. HO�ES I JOISTS, BEAMS, OR GIRDERS SHAL� NOT BE LARGER IN DIAMETER �INIAN 1/10 THE DEPTH OF THE MEMBER AND SHALL BE �OCATED WITHIN TNE CENTER HA�F OF TNE SPAN. A�L HOLES SHALL BE CENTERED WITHIN THE DEPTH OF THE MEMBER. HOLES AND NOTCHES IN STUDS SHAL� NOT EXCEED 1 1/2" IN DIAMETER OR DEPTH. STUDS IN EXTERIOR WAL�S SHA�L NOT BE NOTCHED. G. JOISTS, RAFTERS AND DECKING SHALL NOT BE CUT AND HEADED FOR DISP�ACED TO PROVIDE FOR OPENINGS IN ROOFS OR F�OORS, EXCEPT AS DETAI�ED ON THE DRAWINGS. INSTA�� ALL HORIZONTAL MEMBERS WITH THE CROWN UP. ALL MEMBERS IN BEARING SHALL BE ACCURATE�Y CUT AND ALIGNED SO THAT FUL� BEARING IS PROVIDED WITNOUT THE USE OF SHIMS. H. LEDGERS AND STUD WALL FOUNDATION SILL PLATES SHALL BE BOLTED TO CONCRETE WITH ANCNOR BO�TS OF THE SIZE AND MINUMUM SPACING AS SHOWN ON TNE DRAWINGS. (SEE DETAILS) I. ALL WALL SHEATHING SHALL BE APPLIED AS FO�LOWS: CENTER VERTICAL JOINTS OVER 2X BLOCKING OR PLATE. NAIL TOP OF PANE�S TO DOUBLE TOP PLATE AND NA1� BOTTOM OF PANELS ANCHORED SI�� PLATE. APPLY GYPSUM BOARD SO THAT END JOINTS OF ADJACENT COURSES DO NOT OCCUR OVER THE SAME STUD. J. JOISTS, RAFTERS AND DECKING SHA�L NOT BE CUT AND HEADED OR DISPLACED TO PROVIDE FOR OPENINGS IN ROOFS OR F�OORS EXCEPT AS DETAILED ON THE DRAWINGS. INSTA�L AL� HORIZONTA� MEMBERS WITH THE CROWN UP. AL� MEMBERS IN BEARING SHAL� BE ACCURATELY CUT AND ALIGNED SO THAT FULL BEARING IS PROVIDED WITHOUT THE USE OF SHIMS. K. LEGDERS AND STUD WA�� FOUNDATION SI�L P�ATES SHALL BE BOLTED TO CONCRETE WITH ANCHOR BOLTS OF THE SIZE AND MINIMUM SPACING AS SHOWN ON TNE DRAWINGS. (SEE DETAI�S) L. ALL WALL SHEATHING SHALL BE APPLIED AS FO�LOWS: CENTER VERTICAL JOINTS OVER 2X BLOCKING OR PLATE. NAIL TOP OF PANE�S TO DOUBLE TOP PLATE AND NAIL BOTTOM OF PANELS TO ANCHORED SILL PLATE. APP�Y GYPSUM BOARD SO THAT END JOINTS OF ADJACENT COURSES DO NOT OCCUR OVER THE SAME STUD. M. AL� ROOF AND F�OOR SNEATHING SHALL BE APPLIED AS FO�LOWS: CENTER PANE� AND END JOINTS OVER JOISTS, RAFTERS, OR SUB- PURLINES USING PANE� STAGGERED PATTERN. N. SIMPSON CWB COMPRESSION TENSION STEEL WALL BRACING STRAPS SHALL BE APPLIED OVER THE EXTERIOR OF THE STUD FRAMING IN AN ?X? BRACING PATTERN. THE STRAPS SHALL BE NAI�ED TO EACN STUD W/8D NAI�S AND TO THE P�ATES, BLOCKING, AND JOIST IT CROSSES W/16D NAILS. 0. FIRE BLOCKING: PROVIDE SOLID BLOCKING IN A�L STUD SPACES SO THAT THERE IS NO SPACE OVER 10?0? HIGH. 5. STRUCTURAL A. BUILDING CODE - IBR 2009 SEISMIC: SITE CLASS B(Ss = 0.2) (SI = Q.08) ROOF LIVE �OAD (SNOW) 44.3 LBS./SF ROOF DEAD �OAD ACTUAL �BS./SF ROOF WIND LOAD (100 MPH) 3-SEC. GUST EXPOSURE C FLOOR LI VE �OAD 40 �BS. /SF FLOOR DEAD LOAD ACTUAL �BS./SF DECKS 8c BALCONIES �IVE LOAD 60 �BS./SF DECKS & BA�CONIES DEAD �OAD ACTUAL �BS./SF LOAD DUE TO PARTITIONS 20 �BS./SF B. THE TRUSS SUPPLIER SNA�L BE RESPONSIBLE FOR DESIGNING AND SUPP�YING A STRUCTURAL SYSTEM TO THE FO��OWING CRITERIA: 1. TRUSS SUPP�IER MUST SUPPLY DESIGNER/CONTRACTOR WITH SNOP DRAWINGS PRIOR TO FABRICATION OF TRUSSES 2. TRUSS SUPP�IER MUST SUPP�Y AL� NECESSARY STRUTS, CROSSBRACING, B�OCKING, HANGERS, NO�DDOWNS, SEISMIC ANCHORS, AND MISCEL�ANEOUS HARDWARD FOR COMPLETE INSTALLATION FOR HIS PORTION OF THE WORK. C. PROVIDE JOIST BRIDGING MID-SPAN WHERE JOIST LENGTH EXCEEDS 12' - 0". D. AL� BUILT UP 2X CO�UMNS OR SOLID CO�UMNS SHAL� HAVE FU�L BEARING AND CONTINUOUS SUPPORT FROM FOOTING OR FOUNDATION WALL TO STRUCTURE IT IS SUPPORTING. E. �ATERA�LY SUPPORT ALL BEAMS AND RAFTERS OVER AL� BEARING FACILITIES BELOW. F. EXPOSED ROOF SNEATHING AT OVERNANGS SHALL HAVE AN EXPOSURE RATING OF 1 OR BETTER. G. �ATERA�LY SUPPORT PRE-ENGINEERED TRUSSES AT THE PLATE LINE. 6. HARDWARE AND STEEL A. HARDWARE - AL� COLUMN CA PS, POST ANCHORS, BEAM NANGERS, STRAPS, FRAMING ANCHORS, CLIPS, HO�DDOWNS AND OTHER HARDWARE SHALL BE ICBO APPROVED. SIMPSON COMPANY OR EQUAL, OR AS DETAILED, AND SHALL BE INSTALLED WITH FASTENERS AS PER MANUFACTURER?S RECOMMENDATIONS. AL� WELDING SHAL� BE BY AN AMERICAN SOCIETY CERTIFIED WELDER PER CURRENT A.W.S., U.B.C., AMERICAN INSTITUTE OF B. STEE� CONSTRUCTION, AND AMERICAN SOCIETY OF MATERIA�S SPECIFICATIONS, USING ARC WE�DING AND PREQUA�IFIED WE�DS. C. AL� WELDING ELECTRODES SHALL BE E 70XX (SHIE�DED WIRES) HAVING A FY GREATER THAN OR EQUAL TO 70 KIPS PER FOOT MAY BE USED. D. AL� WELDS OTHER THAN PREQUALIFIED WE�DS AND ANY MOMENT RESISTING FRAME WELDS SHAL� BE INSPECTED BY AN INDEPENDENT TESTNG FACILITY. f�K�P►[�I:��r� A. A�L CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE CONCRETE CODE (ACI-318). CONCRETE IS TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS, WITH A MINUMUM OF 5 1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. MAXIMUM S�UMP OF 3" FOR FOOTINGS AND SLABS AND 4" FOR WALLS. B. A�L MASONRY WALLS AND CO�UMNS SHALL BE DOWELED TO TNEIR SUPPORTS WITH REBAR OF THE SAME SIZE AND SPACING. C. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 FOR #4 AND SMA�LER AND GRADE 60 FOR #5 AND LARGER. D. ANCNOR BO�TS, DOWE�S, AND INSERTS MUST BE ANCHORED IN PLACE PRIOR TO CONCRETE P�ACEMENT. E. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH ACI-315 AND ACI-318. F. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 AS E70XX ELECTRODES SHAL� BE USED IN WELDING GRADE 40 REBAR. E90XX SHA�L BE USED IN WE�DING GRADE 60 REBAR. G. MASONRY UNITS SHALL BE LIGHTWEIGHT CONCRETE GRADE -N- UNITS WITH AL� CELLS GROUTED SOLID. MORTAR AND GROUT TO BE 2,000 P.S.I. MINIMUM. SPECIAL INSPECTION IS NOT REQUIRED UNLESS NOTED OTHERWISE. H. REINFORCING STEEL SHAL� BE INTERMEDIATE GRADE 40 DEFORMED BARS ASTM A615. SPLICES OR LAPS SHA�L BE 40 BAR DIAMETERS MINIMUM. I. WATERPROOFING OF THE FOUNDATIONS OR RETAINING WALLS IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. J. � L. MIN. CLEARANCE FOR REBAR IN ALL WALLS IS 3". MAINTAIN CENTER C�EARANCE WNENEVER POSSIBLE. M. A�L S�ABS ARE MIN. 4"/D, R/W #3 REBAR 18" 0/C BOTH WAYS. MAINTAIN CENTER C�R. WHENEVER POSSIB�E. N. PLACE 1/2" X 12" ANCHOR BOLTS IN ALL WALLS W/MIN. 1" OF BOLT EXPOSED ABOVE SIL� P�ATE, 32" 0/C MIN. 1' FROM ANY CORNER, STEPDOWN, OR B�OCKOUT. A�� SILL PLATES TO HAVE MIN. 2 BOLTS. 0. TEMPORARY SHORING FOR A�L RETAINING WALLS REQUIRING PERMANENT STRUCTURAL SUPPORT AT THE TOP OF THE WAL� SHALL REMAIN IN PLACE UNTIL SUCH SUPPORTS ARE INSTALLED, AND IN THE CASE OF CONCRETE SUPPORTS, THE SHORING SHA�L REMAIN IN P�ACE A MINUMUM OF 10 DAYS AFTER CONCRETE P�ACEMENT. P. PLACE 4" A.D.S. PIPE UNDER MIN. 10" GRAVE� COVER NEXT TO ALL FOOTINGS AND EXIT AT �OWEST GRADE POINT. Q. ALL FOOTINGS TO BE MIN. 3'-0" BE�OW FINISH GRADE (OR PER LOCAL CODE). TOP OF WAL�S TO BE MIN. 6" ABOVE FINISH GRADE. R. CRAWL SPACES SHAL� BE VENTED AT TNE TOP OF THE SI�L WITH MIN. NET 1 SQ. FT. OPENING FOR EACH 150 SQ. FT. OF GROUND SURFACE AREA. OPENINGS SHA�L BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS VENTILATION. THE REQUIRED AREA OF SUCN OPENINGS SHALL BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE �ENGTH OF AT �EAST TWO OPPOSITE SIDES AND SHA�� BE COVERED WITH CORROSION-RESISTANT WIRE MESH WITH MESH OPENINGS OF MAX. 1/4" IN DIMENSION. S. CONTRACTOR IS TO VERIFY AL� GRADES AND ELEVATIONS ON SITE AND STEPDOWN A�� WA�LS/FOOTINGS AS REQUIRED. THESE DRAWINGS MAKE NO REPRESENTATIONS IN SUCH REGARD. T. LINTEL HEIGNT FOR WINDOW BLOCK-OUTS IS 6'-10". POURED WALL ABOVE �INTE�/WINDOW SHAL� CONTAIN MIN. 4-�4 REBAR HORIZONTA��Y. HORIZ. REBAR TO EXTEND MIN. 3-0" INTO WA�� PAST OPENING. VERT. REBAR 0/C AS PREVIOUS�Y SPECIFIED. U. SITE VERIFY LOCATIONS OF ALL WATER, SEWER, ELECTRICAL, AND OTHER UTI�ITIES WHICH PASS THROUGH OR UNDER FOOTINGS. PROVIDE APPROPRIATE HO�ES, ETC. FOR THEIR INSTAL�ATION. i�� . - �� Revisions IDGEIi EN�INEERING 990 W. OAK STREET PHONE: (765) 485-0000 ZIONSVILLE, IN 46077 FAX: (765) 485-0699 WWW_BA�GERENGR_COM CIVIL ENGINEERING I WATER RESOURCES RESIDENTIAL SUBDIVISIONS I SANITARY & SEPTIC DESIGN COMMERCIAL SITE/BUILDING DESIGN �,,,,��,,,,, ,��.��pN C. Bq��, , v��.�. �� srFRFo oc� =,. N0. _ � 910326 ' = = � ��.. STATE OF :�� .� `�.. /HDI A�1P.��`�� . �'�SS�4NA� ��G�' . ''��,�,��`' ��CERTIFIED BY 03/30/2 6 SPECIFICATIONS 1 ��80 �est Road City of Zionsville Clay Township, Hamilton County, INDIAN DRAWING SCALE: N TS Date Job No. Drawn By pproved B 12/08/15 16-019 EK CCB Computer Files Sheet No. �