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07201195 Permit File CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: C?". PERMIT NO.: 07- ~0 !l 9S BY: T o„ 0 2~ ~ ~ FINAL INSPECTION DATE: ` a Building Permit No.: 0-4 . a 0 W-t s Project Address: VCL A L- C ~ Ins ection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation lp.o Underground Sewer Footing 4,jg•~1 s/3 Final Electric z iyl~r ~ Foundation Final Steel Plumbing Foundation JD a3 07 6/(u~~ ` i Final HVAC ~~51v APJ I 6 b Radon Final Gas Preslab Piping Rough Engineering Electric (CWA) A Engineering 14 5,-e Electric (Pre-Sod) Service Final Rough Engineering Plumbing Gas Piping (Rough) Rough HVAC Final Zoning Fireplace Zoning Rough Occupancy f90i ~ DA Framing Q P b,~ Y AP P4) r • Paul F Scheiderer Architect Architecture Custom Residential lk iun Construction NI'll aLmllenI I errant ImproNrmrnu City of Dublin, Ohio Department of Development Building Department 5800 Shire Rings Road Dublin, Ohio 43016 Project Garage Addition Mack Residence 5610 Breaside Court Dublin, Ohio 43017 Permit No 07-201195 November 13, 2007 The attached letter dated November 8, 2007, responds to the structural inspection's notes for ceiling joists span loading. Plan review phone call from Rob requested further information and action to show no storage on these ceiling joists, thus allowing the span. The contractor has removed flooring ply wood from the ceiling joists. No storage will be occurring on the ceiling joists. Submitted by, Rick Scheiderer Paul F Scheiderer, Architect PO Box 21086 Upper Arlington, Ohio 43221 Office 614-326-0525 Fax 614-326-0525 (phone first) Paul F Scheiderer Architect \rchitect urc Custom Residential IUcsign Con>tructiun Rlanat~ement [ enmt Improvemcnt" City of Dublin, Ohio Department of Development Building Department 5800 Shire Rings Road Dublin, Ohio 43016 Project Garage Addition Mack Residence 5610 Breaside Court Dublin, Ohio 43017 Permit No 07-201195 November 8, 2007 Thursday structural inspection found a discrepancy in the ceiling joists as built vs dwgs approval. Attached dwg of roof framing shows that actual ceiling joists are 2x10. Submitted plans showed 2x12. The Architect for the project mis-labeled the size of the ceiling joists. The attached dwg includes the table of ceiling joist allowable spans. The actual 2x10 ceiling joists are permitted per code. Owner has agreed to allow no storage in the attic area of the Garage. The pull down stair installed will be only for code required access to the attic area. Submitted by, Rick Scheiderer Paul F Scheiderer, Architect PO Box 21086 Upper Arlington, Ohio 43221 Office 614-326-0525 Fax 614-326-0525 (phone first) CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 4104680 SUBCONTRACTOR DISCLOSURE General Contractor: ykon-e okc rnev- Application No.: O' . ao g5 Job Address: ~Iv1'O "~Ya e s 4 e. CA , The General Contractor is required to furnish the foilowing.information regarding any contractor working at the above address prior to :issuance of a Certificate of Occupancy. All subcontractor registrations must t e current through the issuati'co of a Certificate of Occupancy, including insurant .ahd aH applicable State Ce tificat ons. TYPE i 9-0F 4`ONTRACT6`R DUBLIN REGISTRATION NO EXCAVATION* CONCRETE* ~W en u o 1 N 0'1 13 ~}b MASONRY STRUCTURAL* ELECTRICAL* F.ti . Tn.~?'as E Lz:c4Tx4 C- e-o PLUMBING* HVAC* INSULATION ROOFING* DRYWALL SIDING SANITARY SEWER*. LANDSCAPING FIRE PROTECTION UNDERGROUND i FIRE ALARM FIRE SUPPRESSION PAINTING OTHER *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. Excel/Subcontractor Disclosure Update 2003 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date \ -2-%" 4-l Application No. 2 APPLICATION FOR ELECTRICAL PERMIT Job Address Sto%Q QZ he_S1T>r- Parcel No Subdivision LL-F- U- L-b-`i a Lot No. Owner NameCDq- G 11\V1Qa-t- Telephone S4 I `1 -"-''t %'9 52-3 $ Contractor NameF' C-- ' f!MC-'TU4 L' Telephone Contractor Address'-, Z.P%3 '21ST} V_1-QCAL%6V ADC'19 Dublin Registration No. Residential: p New Sq. Ft. Alteration/Addition Sq. Ft. b Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total JOB DESCRIPTION ° n~ Lc?~' A~> D O%'3 This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of a r is s of said law Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201195 Date 10/22/07 Revision number . . . . . . . 1 Property Address . . . . . . 5610 BRAESIDE CT Parcel Number: 273-003914 Alternate Address: LLEWELLYN FARMS 3-1 #111 Tenant nbr, name . . . . . . ATTACHED GARAGE ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . MACK GREGORY A & DIANNE M Contractor . . . . . . . . . HOMEOWNER/OWNER Structure Information 000 000 GARAGE ADD'N Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Match existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 31 100 rsag e y CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Date -7/6 10-7 Application No. 0-4- A ACCESSORY/REMODEL APPLICATION FOR BUILDING PERMIT Job Address _:S~_4P /U ~2li c s~c Parcel No Subdivision 2.u1 - Lot No. Owner Name a Telephone q a _ 7 3 Contractor Name Telephone Contractor Address Dublin Registration Number Type of Project (mark all that apply): ? Deck ? Pool ? Addition < 1,000 SF ? Screened Porch ? Hot Tub ? Storage Shed ? Remodel (including basement) ? Gazebo Other Square Footage (calculated by plans examiner) e2 V, T Submit with this application: 1. Two copies of site plan 2. Two complete sets of drawings 3. Home Owner Affidavit, if applicable 4. Estimated Cost of Construction $ J 4-4 G D, e-0 Q The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given on this application, drawings and specifications are to the best of their knowledge, true and correct. Signature of licensed contractor or homeowner Division of Building Standards Issue Date Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. E1V(:IlvFFR1NGt'OWI [AN(T 70NINO COWUANCE BUILDING GUNIKIANQ City of Dublin ~ ~o~~Q AS NOTED APPROVEDASNOTED APPROVED AS NOTED I,Y OF DUBLIN, CH10 WYCHUBLIKOH a PPo$• 0-4 - 0__~ VC, 7 10/01 WHITE-FILE YELLOW-FINANCE PINK-BIA GOLDENROD-CONTRACTOR CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201195 Date 8/31/07 Property Address . . . . . . 5610 BRAESIDE CT Parcel Number: 273-003914 Alternate Address: LLEWELLYN FARMS 3-1 #111 Tenant nbr, name . . . . . . GARAGE ADD'N Application type description RES ACCESSORY STRUCTURES Property owner . . . . . . . MACK GREGORY A & DIANNE M Contractor . . . . . . . . . HOMEOWNER/OWNER Structure Information 000 000 GARAGE ADD'N Permit . . . . . . ACCESSORY STRUCTURE Additional desc Permit Fee . . . . 50.00 Plan Check Fee .00 Issue Date . . . . 9.4.Q9 Valuation . . . . 0 Expiration Date . . 2/27/08 Qty Unit Charge Per Extension BASE FEE 50.00 Special Notes and Comments Match existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. Fee summary Charged Paid Credited Due Permit Fee Total 50.00 .00 .00 50.00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 .00 .00 50.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN w Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 APPLICATION FOR HVAC PERMIT Date `1' ( 1~:, O -7 Application No. • d~~, Job Address c5_(-- l 0 'R)2fb C=S riF_ CT" Parcel No. z 73 - CX) 15 1 - v Subdivision i•v , Lot No. (1 1 Owner Name lyr_ - Telephone `V7 Z 074 j Contractor Name 2 Nz yti K & aria ls~7t ~ ' ? 6~ -1-~~- Telephone l ~ s-s - Z(S - Contractor Address '-N ~~?=1~ t,t P c 1X12 ~tz~ ~N ( ~ Dublin Registration No. 07 Residential: Sq. Ft. $50.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.' (Replacement units, minimum fee) $50.00 REPLACEMENT UNITS: GAS ELECTRIC '~5G Commercial: New/Addition Sq. Ft. Alteration New/Addition: $50.00 Minimum plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Alteration: $50.00 Minimum plus $10.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. 3% State of Ohio Surcharge (commercial only) i~ Total $ JOB DESCRIPTION CONO 1` ri cans ce This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin and all the laws of the State regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner C f: Division of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201195 Date 9/20/07 Property Address . . . . . . 5610 BRAESIDE CT Parcel Number: 273-003914 Alternate Address: LLEWELLYN FARMS 3-1 #111 Tenant nbr, name . . . . . . GARAGE ADD'N Application type description RES ACCESSORY STRUCTURES Property owner . . . . . . . MACK GREGORY A & DIANNE M Contractor . . . . . . . . . HOMEOWNER/OWNER Structure Information 000 000 GARAGE ADD'N Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . MOVE EXISTING A/C Permit Fee . . . . 50.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/18/08 Qty Unit Charge Per Extension BASE FEE 50.00 Special Notes and Comments Match existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. Fee summary Charged Paid Credited Due Permit Fee Total 50.00 .00 .00 50.00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 .00 .00 50.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 CITY OF DUBLIN Phone: V/TDD 614/410-4670 Inspection Line: 614/410-4680 HOMEOWNER AFFIDAVIT Homeowner: GQ Phone Number: 7 g - ~73 S Address: By signing this affidavit, I do hereby swear and/or affirm that I am the Owner and occupant of the single-family dwelling located at the above address. I am making application for a Permit. If granted I WILL PERSONALLY PERFORM THE WORK ASSOCIATED WITH THIS PROJECT, OR CONTRACT ONLY WITH A CONTRACTOR REGISTERED WITH THE CITY OF DUBLIN. I understand I am personally responsible to assure all work performed under the permit is compliant with all related building codes and ordinances of the City of Dublin. I UNDERSTAND VIOLATION OF THE TERMS OF THIS AFFIDAVIT ARE A BASIS FOR REVOKING THE PERMIT, AND PROSECUTION OF ANY PARTY INVOLVED. Sworn to and subscribed before me this -7 day of , 200-7 Homeowner G Nota o~Pp1AL.s~;.. ROBYN D. HARP Notary Public, State of Ohio s ' My Commission Expires 09/0912009 . ~ygTE OF O~\O \\DV-NW-APPS\VOL1\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\Homeowner Affidavit 01.41 Ldoc Foundation Inspection Oct 3, 200.7 Mgr called for back fill prior to inspection Proj' Hopefully - photos W'111 work for review Ca4l~cl 1&4) If not, please call 614-563-7633 -b ze wWt VS as s~ at,t~lwy~ Rick Scheiderer r0i Mgr. ? ~ . , ~ is a , _ a ~ - ~ ~ ~k'~ •F t &t cb C~ i,~3 x R ~ ~ `-rV ~ oSh~i"<:° `i~y"s.n.~~ r a to y~ _ 4'4, ~ r^ `r 1 4 3 1 ~ y( yam` .~~f"per AIN s ,x CC }L~ a ~ Illy ~ f .1F~t.? 5-. -..~"ice ~ . tb L r 77 .d Idl t ' 77, - y, - 44 i Atjp~ t y t. AEI, ~4 I Aft IU" ~ 19.1 25. 5610 Story brick ~ face stucco ~ n, 9- 0C 20.4 CO 1.9'r' 10'_6.. C 26. 9 d ~5 B.L. 10' 49.30 SCALE 1/16"=l'-O" 3RAESIDE COURT Residence Garage Addition Greg & Dianne Mack 5610 Braeside Court Dublin, Ohio 43017 L ENGINEERING C,OMPI IANCE 6Pc~C,6 ~ t1arqCe City of Dublin "NI - _ • tIOTE APPROVED AS NOTED of IDuBLINsol'-L ppd. 31 0~ `6 ~3k-t71 ~C' AC 4 '-6" 1 2' ~ 1 PRE CAST STRUCTURAL LINTE SPAN FROM NEW FOOTING 1 fi TO EXIST BLK FDN WALL L_ I _--4" CONC SLAB OVER 1 6 MIL VISQUEEN OVER 6X6 #10 WWF SLAB REINF 4" THICK 3/4" STONE BASE o 3500 PSI CONC\ ~O oo ( OMIT TOP CONC BLK m POUR SLAB FLUSH TO OUTSIDE FACE I I i~ ~ I I I I_ 8" CONC BLK WALL 2'-8- HIGH I I rn HORIZONTAL LADUR REINFORCING ® 16" VERTICAL 8"H X 16"W POURED CONC FOOTING 2500 PSI WITH 2 #5 BARS CONTIN. - - - - 3FOUND\ATION PLAN 0 5 10 15 SCALE 1/4"= 1'-0" Residence Garage Addition Greg & Dianne Mack 5610 Braeside Court Dublin, Ohio 43017 DRAWINGS INDEX S N PLAN, ROOF PLAN A FOUNDATION, FLOOR PLAN, FRAMING PLAN o/ ELEVATIONS a A3 BUILDING & WALL SECTIONS r-4 A4 SPECIFICATIONS & GENERAL NOTES r4 , A5 SPECIFICATIONS SC4} a AREA CALCULATIONS a a GARAGE 262 SF EXIST HOUSE AC _ Q 0 DESIGN C ITERIA 1 1 5' N a d THE STRUC URE SHALL BE DESIGNED FOR THESE LIVE LOADS: / FLOORS: FIRST = 50 PSF, SECOND = 40 PSF O ROOF: W/ CEILING LOADS = 30 PSF. W/O CEILING = 20 PSF ATTIC: 20 PSF I I ' / DECKS: 50 PSF a ROOF TRUSS TOP CHORD LIVE LOAD 25 PSF ROOF TRUSS TOP CHORD DEAD LOAD = 10 PSF V m 1 ROOF TRUSS BOT CHORD DEAD LOAD = 10 PSF / I I I I I ' (z, a /SNOW: 25 PSF m WIND: 90 MPH fib u DESIGN SOIL BEARING - 1500 PSF. GOVERNING CODES BOCA 2006 N r L= / _ o9e D.4 S-~ Rd b.4" st SITE PLAN O 5 10 151 / NEW DRIVE / - EXIST DRIVE kW.1 TO _ GwY,° ~Rd - / 4 W'1~Run~e v 2 - I - -_8W.I Rd N. I / i 33 \ LOCATION MAP / \ EASEMEN o°• \ sass O, N N N N Ir. ~j( a <a aym 0 ~ r Z zz VI U 3 U O W O a W x S U d U m a o U O LOT 111 r, 5 5 ry 00 J'~A' C7 12.4 r } 25.1 o \ 5610 0 A" 0 0 1 / RncE~ p 17 7 N Z Story brick ADDmON 09) C4 \ face Stucco iry~ 0 a m c q4 l 24 /lb' Aye 20. il.9M 41 R6.9' X of oy~o t'j cF 25' Ip, / MARK A. PLATT BERRY 7081 0 20 40 60 49.30 SCALE 1 "=30' AE(~'E~ gRAESIDE COURT '~l~/p SUa~~' Sl COMM NO W07-Its CM FRE GIfM-ttt ENCtNFERl NG CAMP11ANCE APPROVED PLANS MUST BE ON City of Dublin SITE FOR ALL INSPECTIONS. APPROVED AS NOTED APP o$ •o-*• oT FIELD VERIFY ROOF LINE FOR PROPER FIT TO EXISTING CUT (3)2X4 BRIG POST INTO EXIST WALL U O o • N • r-I a Ak 1o Uee o! (2)2X12 RIDGE BEAM TRUSSES 024"OC N a° OR w ^ W 2X8 RAFTERS W/ I N t X8 C_FII ING. JOISTS a ®24"OC ] N O 1 r ~0. L L 0.~ ~ m U w O ROOF PLAN O 5 10 15 EXIST DOOR FRAME POST EXIST BEAM BRIG POST 4' (3)2X4 POST PS SHOF,'f 6" F SAO HOUSE 2 (52Xlo O~OE)C1ST~ WINoOW (3)2X4 POST 4' TO AvO1D 31 X 3' LANDING MIN. j2xAO /2" GYP BD FINISHED cp 2' 7 3/4 MAX. BELOW LAMINATED TO EXIST EXISTING GARAGE TOP OF THRESHO DOOR RELOCATED (3)2X4 POST 'X7' OH DOOR MATCH EXISTING H DOOR OPERATOR <LO 110V RECEP PULL DN STAIR ATTIC ACCESS I _ I 15 rn I (3)2X4 POST J 1/2- GYP BD FINISHED I mi0 l2X4 STUDS ® 16" OC 8888 21'-4" N N N N N r m M 2FLOOR PLAN aaQa m0 MR. 3 ~ ~~~<r r Y wn w O W O Q W O 2 0 5 10 15 ~ uacmooc.r O 6" AC UNIT 4 -6" b d` 2 ~ d PRE CAST STRUCTURAL LINTE 'n AN FROM NEW FOOTING T EXIST BLK FDN WALL I CONC SLAB OVER IL VISQUEEN OVER 6X 10 WWF SLAB REINF I m 00 4" TH 3500 PS 3 ONC STONE BASE I a l ` V o I ~ OMIT TOP CONC BLK I a ~ 'd A m o a 00 I I POUR SLAB FLUSH TO OUTSID CE I I 8" CONIC BLK WALL 2'-8"' HIGH I I rn m ° a HORIZONTAL LADUR REINFORCING Q+ S. to ad :3 a ® 16" VERTICAL 8"H X 16"W POURED CONIC OOTIN 2500 PSI WITH 2 #5 BARS N a Q 3 FOUNDATION PLAN „ 0 5 10 15 COMM NO N07-s12 CAO FILE GDM-114 ROOF VENTING SCHEDULE 1 REQlD ROOF AREA SOFT_ 11150 SOFFIT -SOFT RIDGE SO FT MAT SO FT U^` LF 0.188 LF 0.118 EA 0. W O MAN ROOF MAN GABLES ~ O GARAGE ROOF 300.00 2.00 20 9.32 1. ~ Y GARAGE GABLES ~ N ~ 03 yyuUPPER ROOF VENTING 1.00 1. V a m 4w Q 0 rti w W E ~ B N ~W m MATCH DUSTING Y SHINGLES 25 YR FISERQLAS SHINGLES -i a 25 MATCH EXISTING WOOD FASCIA ! fRIE2E m MATCH EX161Nq y WOOD FASCIA t FRIEZE U N MATCH FASCIA FRIEZE MMTCH EXISTRq T/~ „ 0 W0 WOOD CORNER TRIM V1 0 i WOOD CORNER TRIM MATCH EX6nNLL MATCH EXISTING r fq L„I MATCH EX MATCH EXISTDOORING 0. m 1X4 WOOD TRIM STAINED X4 WOW TRIM SINNED Y ~ MATCH ~m 1 MATCH DfIST/00 O GARAGE VENEER r+ DOOR REDLCATED MATCH COSTING O NORTH ELEVATION SOUTH ELEVATION 0 1 O 15 ROOF DOES NOT AL WITH OUSTING DUE TO MIATION OF PLAN 0. K EAST ELEVATION-EXIST HOUSE W/ GARAGE 0 5 10 ,15 SCf CLb~FWASIN FOR MW ROOF (2)=10 RON SIwSON POST 4 2X6 Cuume J IS II I I 80°0o 8080 : REMOVE PATCH N N N N r EXIST « TRIM I L - I M W PROVIDE FIN IN EXIST WULL VERSA' eEARRra IDPEN I ` m p III m l l LI a III I I O 2 EAST ELEVATION-SECTION-EXIST HOUSE 'z7 ,b 0 5 10 15 1 ~ bill ROOF IJNE TO MUCH ownmO ROOF SLOPE PER ANGLED WALL t` o I -WA g I rod0 WOOD WXE t FRIEZE MATCH COSTING I I NW 01 .ti 8 ~ Q0 A z I I~ ~I E1O7RtM MATCH . `~EXIFINISHI S7Rq I I) I~I 3 EAST ELEVATION-NEW GARAGE 0 5 10 15 A2. COMM NO 1107-412 CAD FILE GDM-114 RIDGE VENT OR 2 HAT VENTS O 2.1 SF DIMENSIONAL FIBERGLAS SHINGLES ON 15/ FELT ON 7/16" EXTERIOR PRE MANUFACTURED GRADE SHEATHING WITH CUPS ROOF ATTIC TRUSSES OR 2X8 RAFTERS, 2X10 RIDGE 2X8 CLG JOISTS 1 XS RAKE TRIM ~ CRS %W)10 RIDGE 25 YR SHINGLE ON 15/ PAPER SOLID SOFFIT OR ROOF TRUSSES 24' OC 1X6 FRIEZE TRIM GABLE ROOF TMMRU ES VENTING RAPPEL FINISH OVER 7/16" OS EXTERIOR SHEATHING 9rR"30 BATT INSULATION 12" 5/8"30 BD. TAPED & DED TOP PLATE & CONNECTOR LATE W/ SIMPSON H30 CUP \\g* R3O INSULATION 1/2" GYP. BD. PAINTED TOP PLATE & CONNECTOR PLATE GRUETTER G OGEE Z TRUSS RAKE A3 SCALE 3/4" = 1'-0" 5/4X8 RAKE TRIM o 3/8" EXTERIOR GRADE SAWN REGLET INTO STUCLSID2E 2p PLYWD SOFFIT W/ VENT-2.1 SF COUNTER FLASHING INSEV a 8 INTO REGLET-SEALANT F~+ a VENTING TO BALANCE HIGH & LOW REGLET-SEALANT AT TOP 624 SF/150=4.16 SF VENTING COUNTER FLASH AND RE o e NOTE: FLASHING UNDER COUNTER FLASH a LAPPED OVER NEW SHINGLES-SEALANT ad PROVIDE ENGINEERING DATA UNDER LAPPED FLASHING AAA FOR TRUSSES & LVL BEAM N FOR FRAMING INSPECTION PRE MFG TRUSSES OR '0 a 2X8 RAFTERS O 24' OC " i 3 ROOF-EXIST WALL C) A3 SCALE 3/4" = -0" N o a$ ~L4 a+ ~ m n S a SAWN REGLET INTO STUCCO COUNTER FLASHING INSERTED Emn= INTO REGLET-SEALANT FULL IN rE REGLET-SEALANT AT TOP OF COUNTER FLASH AND REGLET FLASHING UNDER COUNTER LAPPED OVER NEW SHINGLES UNDER LAPPED FLASHING 000 N N0 N N N r VINYL SIDING OVER BACKER m N INSULATION BOARD. PROVIDE ALL > > > > TRIM AND ACCESSORIES. 4 DETAIL < a Q a m > m A3 SCALE 1"=1'-O' u 2X4 SPF WD STUD PARTITION o W o a W a_ SPACED AT 16" OC. u a u co o o u OPTION A-1 3 1/2" R13 INSULATION IN WALLS ~y "VAPOR BARRIER ON INSIDE. O 1/2 GYP BD TAPED AND SANDED 2X4 SOLE PLATE PLATE 2X6 TREATED SILL PLATE b ANCHOR BOLTS PROVIDE TERMITE SHIELD PLATE SEALER AS PER CODES PAINT CONC BLOCK TO MAIN FLOOR LEVEL 40 MATCH COLOR OF FINISH HOLD FINISH GRADE TO 8" BELOW WALL FINISH OR SILL PLATE. 8' CONC BLOCK WALL 1/2" X16" ABa O 48" OC Q) m m;4 A 12" MIN FROM CORNERS A m o • 4" STONE BASE FOR CONC S A a a,• ~ ~ ~ GRADE INTO EXCAVATION FOLLOWING SLAB POUR ° STONE FILL ABOVE FOOTING :4 8"H X 16"W POURED CONC FTG ' W/ 2 #5 RE BARS CONTINUOUS • ° 4s 1 EAVE SECTION A3 SCALE 3/4' = 1'-0" Aw3 COMM NO W07-412 CAD FILE GUM-114 FOUNDATIONS: MISCELLANEOUS: FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR COMPACTED FILL WITH AN a. USE ONE LINE OF SOLID BLOCKING OR CROSS BRIDGING AT 8'-0' MAX. FOR ALLOWABLE BEARING CAPACITY OF 1500 PSF. BASEMENT WALLS HAVE BEEN DESIGNED ALL JOISTS AND RAFTERS. USE SOLID BLOCKING AT JOIST AND RAFTER BEARING 4-J FOR AN EQUIVALENT FLUID PRESSURE OF 40 PCF. IT IS THE RESPONSIBILITY OF PROVIDE SOLID BLOCKING BETWEEN JOISTS BELOW BEARING STUDS. OWNER AND/OR THE CONTRACTOR TO ENGAGE THE SERVICES OF AN ENGINEER TO b. SOLID BLOCK ALL POINT LOADS IN BEARING PARTITIONS FOR ROOF DOWN D VERIFY THE DESIGN VALUES INDICATED ABOVE. THROUGH TO FOUNDATION N„ I BEAR EXTERIOR FOOTINGS 3'-0- BELOW EXTERIOR GRADE r-I y c. USE DOUBLE JOISTS UNDER INTERIOR BEARING PARTITIONS OR AS NOTED. ALL COLUMN FOOTINGS SHALL S'-O" SQUARE x 76" DEEP WRIT 4-/6 BARS EACH d. PROVIDE TRIPLE STUDS AT CORNERS, DOUBLE STUDS EACH END UNDER BEAM BEARINGS, yl N WAY. TYPICAL UNLESS NOTED OTHERWISE. AND SINGLE STUDS WITH ONE KING STUD EACH END UNDER HEADER BEARINGS (TWO KING Vt V ALL WALL FOOTINGS SHALL BE 1'-4- WIDE x B" DEEP WITH 2-#5 BARS CONTINUOUS. STUDS EACH SIDE OF OPENINGS WIDER THAN 4'-0'), UNLESS SHOWN OTHERWISE. `-I a w TYPICAL UNLESS NOTED OTT~RNISE e. PROVIDE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL 0. ALL FLOOR SLABS TO BE 4' CONC. SLAB W/ 6x6-WI.4xVA.4 WWF OVER SMIL VAPOR STUD WALLS. SILL PLATES SHALL BE BOLTED TO FOUNDATION WITH 1/2- DIA. 16- LONG O m BARRIER OVER 4- COMPACTED GRAVEL FILL (TYP.-U.N.O.). ANCHOR BOLTS AT A MAXIMUM OF 4'-0' O.C. MIN 12' FROM CORNERS r 0 A. ALL PATIO SLAM TO BE 4- CONC. SLAB W/ Sx6-WI.4XWI.4 WWF OVER 4" COMPACTED f. UNLESS NOTED OTHERWISE PROVIDE OBL 2x8 HEADERS OVER OPNGS IN 2x4 STUD WALLS. r I 0 GRAVEL FIL q. PROVIDE 1 LAYER OF 1/2' THICK PLYWOOD BETWEEN EACH MEMBER OF DIMENSIONAL Q THE SILL PLATE TO BE ANCHORED TO THE FOUNDATION PER THE WALL SECTION WITH LUMBER HEADERS. ANCHOR BOLTS PLACED NO MORE THAN 12' FROM THE CORNER h. MOISTURE PREVEMTTIVE PRESSURE TREATED ALL EXTERIOR LUMBER AND ALL LUMBER IN rr~t CONTACT WITH CONCRETE OR MASONRY. \J 00, CRAWL SPACE VENTILATION: OMIT VENTILATION OPENINGS O PROVIDE CONTINUOUSLY I. PROVIDE OSB WALL SHEATHING ON ALL EXTERIOR WALLS. a OPERATED MECHANICAL VENTILATION AT A RATE OF 1.0 CFM FOR EACH 50 S.F. OF CRAWL SPACE FLOOR AREA UNLESS NOTED OTHERWISE. J. WHERE FLOOR JOISTS SPAN PARALLEL TO FOUNDATION WALLS, PROVIDE FULL-DEPTH ro BLOCKING AT MAX. 48' O.C. BETWEEN BAND BOARD OVER WALL AND ADJACENT JOISTS. V o MASONRY: EXTEND BLACKING OVER MINIMUM THREE JOIST SPACES. T/~ O k. PROVIDE AND INSTALL BRIDGING FOR PREFABRICATED WOOD TRUSSES AS INDICATED vL N oIo MATERIALS ON THE TRUSS MANUFACTURERS APPROVED SHOP DRAWINGS. r paq o. CONCRETE BLOCK : ASTM COO. NINIMUM NET AREA COMPRESSIVE STRENGTH OF 1. MUM OR LVL INDICATES MICRO-LAM MEMBER BY THE TRUS-JOIST CORP. OR EQUAL MFG. W CONCRETE MASONRY UNITS. 2.500 PSL CONNECT MULTIPLE MEMBERS AS FOLLOWS: .p. b. MORTAR: TYPE S. MINIMUM COMPRESSIVE STRENGTH: 1600 PSI. a. DOUBLE MEMBERS: NAILED. USE 2-16d NAILS AT 12' O.C. "1 m c. GROUT: ASTM C476. COURSE TYPE. MINIMUM COMPRESSIVE STRENGTH: 3.000 PSI. LOCATED 2' FROM TOP AND BOTTOM OF BEAM. u d. REINFORCING BARS: ASTM A415, GRADE 60. - b. TRIPLE MEMBERS BOLTED. USE 1/2- DIAMETER BOLTS AT co 4. JOINT REINFORCING: GALVANIZED 9 GAGE SIDE WIRES AND CROSS WIRES. 24' D.C.. LOCATED 2" FROM TOP AND BOTTOM OF BEAM. PROVIDE HORIZONTAL JOINT REINFORCING AT 16' ON CENTER. GROUT MASONRY SOLID BELOW BEAM AND COLUMN BEARINGS. TYPICAL FILL HEIGHT. GENERAL CODE NOTES: MASONRY FOUNDATION WALLS x B'-0" HIGH WHICH SUPPORT MORE THAN 4'-0' OF ENCLOSED ATTICS AND RAFTER SPACES SWILL HAVE CROSS VENTILATION FOR EACH SPACE UNBALANCED FIU_%IAI L BE GROUTED AND REINFORCED WITH f7 VERTICAL BARS AT BY VENTILATING OPENINGS PROTECTED AGAINST ENTRANCE OF SNOW AND RAIN. THE NET 4~-O' ON FOUNDATION WALL CENTER. POSITION VERTICAL BARS 2' FROM INSIDE FACE OF CMU FOUNDATI FREE VENTILATING AREA SHALL BE NOT lES3 THAN 1/150 OF THE AREA OF THE SPACE FOUN PRECAST MASONRY LINTELS SHALL BE DESIGNED BY THE LINTEL SUPPLIER. VENTILATED FIR SI PING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: CONCEALED SPACES OF STRUCTURAL LUMBER: STUD WALLS AND PARTITIONS AT THE CEDING AND FLOOR. OR ROOF LEVELS, AT ALL INTERCONNECTONS BETWEEN VERTICAL AND HORQONTAL SPACES SUCH AS OCCURS AT MATERIALS: SOFFITS OVER CABINETS. DROP COUNGS. EEC.. AND AT OPENINGS AROUND VENTS. PIPES. a. STUDS. SPRUCE-PINE-FIR (SPF) STUD GRADE OR BETTER. ACCORDING TO THE DUCTS, AND CHIMNEYS AT CELJNG AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. NATIONAL LUMBER GRADES AUTHORITY (NLGA), SEASONED AT 19X M.C. b. STRUCTURAL LUMBER: SPRUCE-PINE-FIR (SPF) NO. 2 OR BETTER, ACCORDING ATTIC ACCES: A READILY ACCESSIBLE ATTIC ACCESS OPENING NOT LESS THAN 22X30' SHALL TO THE NATIONAL LUMBER GRADES AUTHORITY (NL.OA). SEASONED AT 197 M.C. BE PROVIDED TO ANY ATTIC AREA INNING A CLEAR HEIGHT OVER 307. c. SHEATHING: 1. ROOF: 7/16' OSB. APA STRUCTINNAL 1 RATED SHEATHING. 24/16. EXPOSURE 1. U.N.O ATTIC/ROOF VENTILATION SHALL BE REQUIRED WHERE AREAS-ATTICS 3 RAFTER SPACES-ARE U.N.O. 2. FLOOR: 3/4' APA RATED STUDD-I-FLOOR. 16 D.C.. EXPOSURE 1. TkG. ENCLOSED. VENT OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANE MARE MESH MIN 3. WALL' 7/16' OSB. APA STRUCTURAL 1 RATED SHEATHING, 24/16, EXPOSURE 1. DIM OF X'. TOTAL NET FREE VENTING AREA SHALL BE NOT LESS TWIN Ama WITH VENTILATORS CONNECTIONS: UNLESS NOTED OTHERWISE. IT IS THE CONTRACTORS RESPONSIBILITY AT UPPER ROOF AREA TO PROVIDE PROPERLY DESIGNED CONNECTORS FOR THE END SUPPORT OF ALL ROOF SHEATHING SHALL BE 1/2' PLYWOOD OR 7/16' OSS EXTERIOR GRADE. PROVIDE MEMBERS. AS A MINIMUM. CONNECTORS FOR THE STRUCTURAL MEMBERS SHALL CONFORM PLYWOOD CLIPS AT UNSUPPORTED EDGES O 6' C/C. TO THE FASTENER SCHEDULE LISTED IN THE OBOA BUILDING CODE BY THE OHIO BUILDING OFFICIALS ASSOCIATION. ROOF RAFTERS AND TRUSSES SHALL BE ANCHORED SECURITY TO o. JOISTS TO BEAMS: 16 GA. GALVANIZED STD. JOIST HANGERS BY THE SIMPSON WALL BEARING PLATE WITH SIMPSON CUPS STRONG ME H2-5 STRONG-TIE CO. (PROVIDE SLOPED AND/OR SKEWED HANGERS WHERE REQUIRED). EXTERIOR WALL CONSTRUCTION SHALL BE BRACED WITH APPROVED b. PLYWOOD TO FLOOR JOISTS: GLUED AND WILED, USE 8d RING SHANK NAILS AT 6- STRUCTURAL SHEATHING, 1"X4' LET IN BRACES OR METAL O.C. AT PANEL EDGES AND 12' O.C. AT INTERMEDIATE SUPPORTS. STRAPPING DEVICES INSTALLED PER MFG SPECS. a. PLYWOOD TO ROOF RAFTERS/TRUSSES: NAILED. USE Sd RING SHANK NAILS AT 6' D.C. AT PANEL EDGES AND 12' O.C. AT INTERMEDIATE SUPPORTS. ALL MULTIPLE BEAMS O HEADERS SHALL BE FACE NAILED W/ 2 PROVIDE PLYWOOD CUPS AT MID-SPAN OF PLYWOOD BETWEEN SUPPORTS. ROWS OF 16d COMMON NAILS O 16" OC STAGGERED. APPLY NAILING d. PLYWOOD TO STUDS: NAILED. USE 6d RAN: SHANK NAILS AT 6' D.C. AT PANEL FROM BOTH FACES O 3 PLY OR MORE. EDGES AND 12' O.C. AT INTERMEDIATE SUPPORTS. 9. SECURELY FASTEN ROOF RAFTERS TO CEILING JOISTS OR COLLAR TES TO PREVENT ALL HEADERS, FLOOR JOISTS t BEAMS SHALL BE HEM FIR /2 LATERAL THRUST AT BASE OF RAFTER. STRESS GRADED TO 1200 PSI IN BENDING. f. MULTIPLE STUOS SHALL. BE NAILED WITH Bd NAILS AT 6' D.C., FULL LENGTH. q. PROVIDE POST CAPS AND BASES BY THE SIMPSON STRONG-TIE CO.. AT TOPS ALL STUDS SHALL BE 2X4016' OC SPRUCE PINE FIR GRADE TYPICAL AND BOTTOMS OF WOOD POSTS. h. BOLT WOOD PLATES TO THE TOP FLANGE OF STEEL BEAMS WITH • INCH DIAMETER ALL EXTERIOR WEATHER EXPOSED LUMBER SHALL BE PRESSURE BOLTS SPACED AT 24' ON CENTER (STAGGERED ON OPPOSITE SIDES OF WEB). TREATED SOUTHERN PINE /2. 1. PROVIDE ENGINEERING PLANS AND DATA SHEETS FOR ALL LVL'S, MICROLAMS. PARA LAMS GLUE LAMS. ETC AND ENGINEERED FLOOR AND ROOF TRUSSES. FOUNDATION ANCHOR BOLTS SHALL BE 1/2-X1B- O 4' O/C. A MINIMUM OF 15' IMBEDDED IN MASONRY NOT MORE THAN 12' FROM CORNERS. CONCRETE SLAB-ON-GRADE FLOORS SHALL BE CONSTRUCTED IN /DANCE WITH FIGURE NO 402.2 AND 505.2.3. THE SPECIFIED COMPRESSIVE STRENGTH i. n n n OF CONCRETE AT 26 DAYS SHALL BE NOT LESS THAT 2500 PSI. $ $ $ $ SITE PREPARATION: THE AREA WITHIN THE FOUNDATION WALLS SHALL HAVE ALL N N N N N r VEGATATION. TOP SOIL, AND FOREIGN MATERIAL REMOVED. AND THE FILL MATERIAL n n rv SHALL BE FREE OF VEGATATKIN AND FOREIGN MATERIAL.. a a a a m BASE: A 4' THICK COURSE OF CLEAN GRADED CRUSHED STONE OR 3/4' STONE a m o SHALL BE PLACED ON THE PREPARED SUBGRADE. AN APPROVED VAPOR BARRIER v u Z 0: lh 7) Q W WITH JOINS LAPPED NOT LESS THAN 6" SHALL BE PLACED BETEINWN THE o W o a W D: z CONCRETE FLOOR SLAB AND THE BASE COURSE. u a u m o o u M O •e.4 .IOM 4 tio ~f 8 O U~ N-1 0.0 O ~w PIA ~A 4)O df f10 p ap0 R; c~ ~ la ACOMM NO VW-412 CAD FILE GDM-114 GENERAL CONDITIONS CONCRETE All codes having jurisdiction shall be observed strictly in the All reinforced concrete shall be furnished and construction of the project, including all applicable state, city installed in accordance with the current ACI-318 +J and county building, zoning, electrical, mechanical, plumbing and "Building Code Requirements for Reinforced U o fire codes. Contractor shall verify all code requirements before Concrete," (Latest Edition) and 'Specifications for u commencement of construction and bring any discrepancies +J between code requirements and the construction documents to Structural Concrete, for Buildings," ACI 301. the attention of the Architect. All Concrete used for footings, basement slabs and interior slabs on grade shall be 3000 psi min. ® 28 U f± These plans are not to be scaled for construction purposes. • 8 days Type I ASTM C1 50. All exterior concrete work, i Dimension lines and notes supersede all scaled references. o including porches and garage slabs shall be nominal 2 i Details and sections on the drawings are shown at specific 4", 3000 psi, (per specification "Ex. A"), air a . locations and are intended to show general requirements a entrained concrete, Type 1A ASTM C150. d throughout. Details noted "typical" imply all conditions treated Reinforcing steel shall conform to ASTM-A415 Grade ma similarly. Modifications to be made by contractor to a a accommodate minor variations. 60 Welded wire fabric shall be 6x6,#10/10 and conform with ASTM A-185. WWF shall be lapped at w All drawings shall be fully coordinated by contractor to verify all dimensions, locate depressed slabs, slopes, drains, outlets, least 8" and contain at least one cross wire within a recesses, reglets, bolt settings, sleeves, etc. the 8". a The contractor shall verify and protect all service lines and In on-grade concrete slabs the WWF reinforcement a existing site area from deterioration or damage. shall be located midway in the slob thickness. All contractors must comply with all state and Federal OSHA Basement slabs shall have control joints placed at a U o Safety Regulations during fabrication, delivery and installation of maximum spacing of 25'-0" in each direction and (!1 o building components. at points of offsets, if such offset exceeds 10'-0" 'on a The Architect / Engineer shall not be responsible for the safety Install footings / foundation walls with a min. depth and construction procedures, techniques, or the failure of the of 36" below finish grade , measured to the bottom a ro builder to carry out the work in accordance with the drawings of the conc. footing, or maintain more restrictive or the required codes. height limitations imposed by local site / frost Contractor shall obtain all necessary building permits. conditions. S Contractor shall bring any discrepencies which may occur in Sump pit shall be installed by the concrete Q+ Contract Documents to the attention of the Architect in writing subcontractor per foundation plan with a min. and written instructions shall be obtained before proceeding with distance of 8" and a maximum distance of 24" the work. The Contractor will be held responsible for the results from the foundation wall to the sump pit edge. 18" of any errors, discrepancies or omissions in the Contract dia. X 24" deep pit unit with sump lid. Connect to Documents, of which the Contractor failed to notify the the perimeter drain Architect before construction and/or fabrication of the work. Provisions must be taken to protect all concrete The Contractor and Subcontractor shall verify all dimensions and work from frost damage with special attention paid job conditions at the job site sufficiently in advance of work to w w footings and other on-grade construction prior to be performed to assure the orderly progress of the work. to fo coloon and enclosing the building. Contractors shall maintain the premises clean and free of all trash, debris and shall protect all adjacent work from damage, Concrete contractor shall install dia. galvanized soiling, point oversproy, etc. All fixtures, equipment, glazing, mudsill anchor bolts a 8'-0" oc. max., or BOCA floors, etc., shall be left clean and ready for occupancy upon approved 16" go. galvanized anchor straps a 4'-0" completion of the project. o.c. max. Either anchor shall be located 0 1'-0" Shop Drawings are required for structural, mechanical, electrical max. from corners (2) per plate min. and installed and specialized construction. In areas where the drawings do per manufacturer's specifications or provide and not address methodology, the Contractors shall be bound to install anchor bolts per specifications on Construction perform in strict compliance with the manufacturer's Details in this set of drovfings specifications and / or recommendations. Provide 6 mil polyethylene vapor barrier membrane All manufacturer's printed warnings for handling of products complying with ASTM D-2103 under slabs where must be strictly observed. The words "or equal" are to be indicated on drawings. assumed whenever a specific manufacturer is noted. Contractor shall review Architectural and Mechanical All codes, trade standards, and manufacturer's instructions drawings for size and location of embedded items, referenced in the Contract Documents shall be the latest sleeves, slab depressions, slopes, etc, required by edition, unless otherwise noted. other trades. These items shall be furnished and The contractor shall make no structural changes without written installed prior to placement of concrete. approval of the Architect / Engineer. Contractor shall verify all locations of openings, All components of construction not specifically called for or sleeves, anchor bolts, inserts, etc., as required by detailed on the drawings (such as blocking, sulkheads, sills, other trades before concrete is poured. plates, sleepers, cats, anchors, ties, fasteners, fleshings, WOOD & PLASTICS miscellaneous trim, etc.) but are required, necessary, and SEE GENERAL STRUCTURAL NOTES FOR WOOD SPECS considered good practice for construction shall be made part of Provide double floor members under all interior this building contract. partitions running parallel to framing. Provide solid blocking under all point loads and columns. Roof sheathing shall be APA rated 'h" exterior grade SITE WORK plywood or or 7/16" Oriented Strand Board (OSB) Perform all work in this section in conformance with the Final sheathing. Provide panel-clips at mid-span for spans Soils Compaction, Geological Reports and approved site grading greater than 24" o.c.. plans as accepted by Owner and Building deportment. In the Floor sheathing shall be APA rated sturdi-floor absence of the necessary subsurface survey, the contractor Tongue & Groove (T&G) interior/exterior plywood, shall hire a licensed soils engineer to investigate the site, and glued and nailed. Adhesives conforming with submit a report of this work to the Architect. If a discrepancy Performance Specification AFG-01 shall only be used. from the presumed soil bearing capacity exists, contractor shall not place foundations without written instructions from the Provide and install 'A" exterior grade plywood sub Architect/Engineer. floor or alternative equal to, such as "Wonderboard" o 0 o g Presumptive Soil Bearing Capacity is 1,500 psf on undisturbed at all locations to be finished with ceramic tile. N N N ry soil. The concrete footings shall bear on undisturbed soil or Micro-lam and Para-lam beams to be engineered n; m N and manufactured by Truss-Joist Macmillan, Corp. or > > > > engineered fill. Bottoms of footings shall be 3'-0" below finish approved equal. < Q m Q No grade excarvations shall be made whose depth below the footing is All partitions shall be 2x4 stud construction unless N a W rm, otherwise noted on drawings. Bearing walls shall W o a W _ greater than fi the horizontal distance from the nearest edge a m o o u of the footing. have stud placement of 16" o.c. maximum. All backfill at structures, slabs, steps and pavements shall be Non-load bearing interior partitions shall be 16" o.c. clear granular fill, compacted to 95% maximum dry density maximum. determined in accordance with ASTM D-1557. All wood framing members which rest on exterior 04 All backfill at lawns and unpaved areas shall be free of clay, foundation walls shall be pressure -treated unless the Q rock or gravel larger than 2", debris, vegetable matter, waste distance of the wood member to finish grade is and frozen materials. Compact to 90% maximum density in greater than 8". r.4 accordance with ASTM D-1557. Post or multiple studs which directly support 'd All slabs on grade shall bear on mechanically compacted concentrated / point loads shall be mode continuous rd crushed stone capable of supporting 2000 psf. through all stories / floors below and shall rest Foundation drains shall be installed by the concrete directly on the basement girder or foundation. Install subcontractor, but located at builder's discretion according to solid blockings in floor framing spaces under posts / local site conditions. Foundation drain discharge shall be be at multiple studs to transfer the loads downward without do sump pit unless local codes require connection to a Storm interruption. The area of the cross-section of such d Water Management System. blocking shall not have on area less than the Gutters and downspouts shall discharge at gutter# Q cross-section of the posts / multiple studs below. [ unless local codes require Storm Water Manage 3R V 1 m t apping of floor joist is to be 3" min. and 6" max. 0,S4N Refer to approved Site Plan for Storm Water Ma t~,lr „Irovide one (1) row bridging min. at floor joists. ^ System piping details. ' "rx > All connections and fastening •of wood, products shall Q)~ cvo t s# i `PIl 5CHEDU BOCA WOOD FRAME CONSTRUCTION FASTENING co MASONRY AA 8A 0-- Prefabricated wood trusses, truss bracings (temporary 014 All masonry blocks shall conform to ASTM C-90 f'm = 1500 psi and permanent) and connections to support shall be 'dA a0 All brick shall conform to ASTM C-216 f'm = 1500 psi designed by o licensed Professional Structural '~d1MM All Masonry below grade shall be 75% solid Engineer. The design of the truss shall be in v~A Mortar shall be Type 'M' conforming to ASTM C-270 accordance with the specifications of Truss Plate Top courses of C.M.U. foundation walls shall be filled or solid Institute, Inc. including the courses under any steel beam or corbelled C.M.U. Fireplace chimneys shall have a min. vertical distance Galvanized brick ties shall be installed not more than 32" o.c. of 2'-0" above any portion of the roof 10'-0" away. horizontally and not more than 16" o.c. vertically and shall Interior stairways shall have a minimum clear width of support not more than 3.25 square feet of wall area. Weep holes 36", with a minimum 6-8" headroom. shall be located a 32" intervals and flashed at the base of all Measuring vertically, handrails shall be located at a brick walls and above all openings within the wall minimum height of 32", and a maximum height of All masonry work to conform with the latest edition of "American 34" from the nose of the tread to the top of the Standard Building Code" requirements for Masonry Construction rail. Handrails shall have a maximum projection of 3 into the tread or landing. COMM NO N07-412 CAD FRE COM-114 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Revision Application Revision Fee $ f Application Number nam- - p ~S- Address s Reason for Revision,, LaA4 A*- "Note: All revisions must be cle_a "I highlighted or clouded on all the revised plans and plot plans." Contact Name Z, , C-K C Hr- , 1) _ /Z F. Contact Phone Number c~ - © s For office use only Revision is to be reviewed by: _,,A Building'Division _ Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 Paul F Scheiderer Architect OCT 12 \rcI I ileclI I re Custon) Rcsi lcntial Dcsi!_n 2007 t_'on>tr?etion Malw~ement 1enam Inirr0ne1110r1t> City of Dublin, Ohio Department of Development Building Department 5800 Shire Rings Road Dublin, Ohio 43016 Project Garage Addition Mack Residence 5610 Breaside Court Dublin, Ohio 43017 Permit No 07-201195 October 12, 2007 Resubmittal of framing plans. Framing Contractor installed framing - not as shown on approved drawings. This package notes the changes Nol Revision highlighted with clouds. Please review this change from the original so we may have approved plans on site for this framing inspection Thank you, Rick Scheiderer Paul F Scheiderer, Architect PO Box 21086 Upper Arlington, Ohio 43221 Office 614-326-0525 Fax 614-326-0525 (phone first) . DRAWINGS INDEX S N PLAN, ROOF PLAN A FOUNDATION, FLOOR PLAN, FRAMING PLAN N o/ ELEVATIONS A3 BUILDING & WALL SECTIONS A4 SPECIFICATIONS & GENERAL NOTES _ N A5 SPECIFICATIONS AREA CALCULATIONS <C c GARAGE 262 SF AC aA EXIST HOUSE 0 DESIGN C-4ITERIA 1 O / N THE STRUC URE SHALL BE DESIGNED FOR THESE LIVE LOADS: 1 , w FLOORS: FIRST - 50 PSF, SECOND = 40 PSF ROOF: W/ CEILING LOADS = 30 PSF, W/O CEILING = 20 PSF _ N ATTIC: 20 PSF DECKS: 50 PSF Da ROOF TRUSS TOP CHORD LIVE LOAD = 25 PSF N ROOF TRUSS TOP CHORD DEAD LOAD = 10 PSF ROOF TRUSS BOT CHORD DEAD LOAD = 10 PSF (3.~ o SNOW: 25 PSF 1 I I a0 WIND: 90 MPH DESIGN SOIL BEARING - 1500 PSF. ~ o GOVERNING CODES BOCA 2006 10' I , ttt u %_wa"d"s1 4 , 11 S ITE PLAN 1 8, d.JyQpM FIJ ' O 5 10 151 / 1? i Rd, T-4 1, 1 NEW DRIVE / EXIST DRIVE 1 H/I~a~Pp_ '+,v4,g RESUBMIT CON,*TRUCT N DOCUMENT FIELD REVISION BY MING CONTR TOR \ NEW FRAMING ~O G RAGE FROM ALL PLATE TO RIDGE 11 "o, ool \ LOCATION MAP / / PRO D PLANS MUST BE ON EASEMEN SITE FOR ALL INSPECTIONS, gC IS 8138~ o° 17 A h Ar \ m ~ g ul -C o, s~ LOT III ' ° 5~ i' \ /10' 00 19.1 ~7 \ 12.4 '4 25.1 s•_4 ~ v c. 5610 3- 4 O (DmuOo co 2 Story brick n / AMMON U v ~ca/7 7 N face tucco m / ~C m % o 24 m o 20.4 W ~ooc . 10•_ a . C Q a ' OF ,ZS9 / 25' B.L. h~~ 1010' MARK PLATT * BERRY' 7081 0 20 40 60 49.30 SCALE 1 4=30' ` RE-4~ 04 BRAESIDE COURT ~N~ SUR Sl 09YY NO N07-N2 CAO fXE OOY-11~ FIELD VERIFY ROOF LINE FOR PROPER FIT TO EXISTING CUT (3)2X4 BRG POST . INTO EXIST WALL J N 0 DBL RAFTER FOR LOW ROO BRG \ . 1 0U, a / -t-(2)2X12--RIDGESEA M a I I I 2X6 RAFTERS ®24"~_ 2X 1 Q RAFTER O 024OC I w V it Q 2X12 CEILING JOISTS x' ®24"OC U o N N O 0 QD D R1 N ^^iU S ~i I ROOF PLAN 0 5 10 15 EXIST DOOR FRAME POST EXIST BEAM BRG POST 4' (3)2X4 POST 2 -6 " ~~2jt10 (3)2X4 POST 1 (25211 Ao /2" GYP BD FINISHED co LAMINATED TO EXIST 2' 0 EXISTING GARAGE DOOR RELOCATED 4 3)2X4 POST 'X7' OH DOOR MATCH EXISTING H DOOR OPERATOR I g~l I 110V RECEP d' I _ _ , . PULL DN STAIR ATTIC ACCESS rn A2 I 27-8 (3)2X4 POST I 00 J I 1/2" GYP BD FINISHED 0 2X4 STUDS 16" OC Z 21'-4" 8 _ >r~ 3 8§44%g., FLOOR PLAN 2 0 5 10 15 •sm>~ 15/16„ ~i O 3 AC UNIT 4' b O ^I ~i o~ 1 tko I I ~ 2' I v ~igdo c0 I ( I ~Q a, oc) mo 0 rn ~vma I I i 21'-8" 3FOUNDATION PLAN 0 5 10 15 Al SCALE 1/4"= V-0" uucaw No rar-ua ~ aw-n• U ~ N ° 01 O O O N 0 I I ~ v~ OML o vrWL. FOR SHED MOF. 0 20me -SHED Q~ \ 1 ~ ~yw aw slum FM em ~ErATO T~RrL F FM OW .4 a N oreH m U 0~ I • w i~ a~ ~ m U CO 4 GARAGE SECTION AT EXISTING HOUSE WALL 0 5 10 15 EAST ELEVATION-EXIST HOUSE W/ GARA 0 5 10 15 i ` (ono woo 1 ! Qo M eLff I j $ROW WfSIrI FKM mw "M fww r ¦ r r r r 1 I¦i 1Ui 0 ~Mn r OH DOOR ! IC JmISr r»>o: r (7Zi ZZ3m ¦ ` ~ U U OPOI r OPOI r r C 8 m ¦ ¦ ¦ ORADf IH O 4j 2 GARAGE SECTION b b 0 5 10 15 ~i 40 14 R00 > aT°PM AHOM RNOrWJ. 0:9 00 to Ual~~ 13:5 'd a 0o NNW w pP E na~ as ~i ~y two n N~IpA _wDDM RNG~ EAST ELEVATION-NEW GARAGE 0 5 10 15 COW NO VW-414 CO PILE OOM-114 rT4 -r , r ' . CTS, I HAT VENT' 25 YR RIEROLM SH04OLES i ~t7T 25 YR FI RS SHMGLFS 1 MATCH E7 L µ ti r }r MATCH Extsn fi 2 A WTCIIFA9CM t FRIEZE Yr T 4. rY r- I 1/000 FAMMA & FitlEZE / MATCH E10STM CON" Tm / o rm MA1C`H E XISTm nmw OW CH MATCH E MATCH OcesTwoo RO-72TA~"X41 MATCH EXISTING sT~+® MOOCH STAINED ONaOE DOOR lf==.. VENEER MATCH EXtSTM NORTH ELEVATION SOUTH ELEVATION O 1 ELJ 0 15 RIDGE VENT OR +1 2 HAT VENTS O 2.1 SF DRAONSIONAL FIBERGLAS SHIM U ON 15; FELT ON 7/16' EXTERIOR U o PRE MANUFACTURED GRADE SHEATHING WITH CLIPS s ROOF ATTIC TRUSSES OR r~-1 N [ 2X8 RAFTERS, 2X10 RIDGE a 2X8 CLG JOISTS ° L 2X8 RAFTERS 1 RIDGE 25 YR SHINGLE ON 1 RAKE TRIM 2X8 CLG JOISTS a 15# PAPER SOLID SOFFIT RR F TRUSSES 24" OC a 1X6 FRIEZE TRIM GABLE ROOF TMRU ES e w VENTING RAPPEL ~ FINISH OVFIt 7/16" U OPTION A-1 12" EXTERIOR SHEATHING a v R30 BATT INSULATION N 5/8" GYP. BD. TAPED & DED 10 T PLATE & CONNECTOR LATE U mo H W~ SIMPSON H30 CLIP Fl/2- 9' R30 INSULATION 0 GYP. BD. PAINTED ct0v ei TOP PLATE & CONNECTOR PLATE w GUTTER OGEE UTTER 2 TRUSS RAKE SCALE 3/4" = 1'-0" (Z a ° 5/4X8 RAKE TRIM 3/8 . EXTERIOR W VENT-2.1 SF SAWN REGLET INTO STUCCO 4 PLYWD SOFFIT COUNTER FLASHING INSERTED INTO REGLET-SEALANT FULL INSIDE VENTING TO BALANCE HIGH do LOW REGLET-SEALANT AT TOP OF 624 SF/150=4.16 SF VENTING COUNTER FLASH AND RE NOTE: FLASHING UNDER COUNTER FLASH LAPPED OVER NEW SHINGLES-SEALANT PROVIDE ENGINEERING DATA UNDER LAPPED FLASHING FOR TRUSSES & LVL BEAM FOR FRAMING INSPECTION PRE MFG TRUSSES OR 2X8 RAFTERS O 24" OC 3 ROOF-EXIST WALL s $ g g VINYL SIDING OVER BACKER / SCALE 3/4" 1'-0" a H INSULATION BOARD. PROVIDE ALL - > > > a r TRIM AND ACCESSORIES. ' ' g m 8 2X4 SPF WD STUD PARTITION 5 SPACED AT 16" OC. OPTION A-1 3 1/2- R13 INSULATION IN WALLS. SAWN REGLET INTO STUCCO t~ WITFir VAPOR BARRIER ON INSIDE. COUNTER FLASHING INSERTED O 1/2 GYP BD TAPED AND SANDED ,"1 INTO REGLET-SEALANT FULL IN E 2X4 SOLE PLATE PLATE REGLET-SEALANT AT TOP OF •4 2X6 TREATED SILL PLATE COUNTER FLASH AND REGLET ANCHOR BOLTS FLASHING UNDER COUNTER H b LAPPED OVER NEW SHINGLES SEALANT Qi PROVIDE TERMITE SHIELD UNDER LAPPED FLASHING PLATE SEALER AS PER CODES PAINT CONC BLOCK TO MAIN FLOOR LEVEL MATCH COLOR OF FINISH HOLD FINISH GRADE TO BELOW WALL FINISH OR SILL PLATE. o0 8" CONC BLOCK WALL ' I ` Van w 1 a A,;d' 0 1/2" X16' A09 O 48" OC 12" MIN FROM CORNERS i~A 4 DETAIL 'd Q o 4" STONE BASE FOR CONC S /!~j SCALE 1"=1'-O" •r•I pq (D 02 QD GRADE INTO EXCAVATION O'~ Q FOLLOWING SLAB POUR STONE FILL ABOVE FOOTING 8'H X 16V POURED CONIC FTG W/ 2 #5 RE BARS CONTINUOUS 1-"'N EAV t y' I'w SCALE 3/4" = 1'-0' A3 COM 00 FU GUM-1114