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07201124 Permit File V`u ~0 CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: Company: t + Site: 4144- dy,%I Jl&e? Y mAs 5L (Provide Detail Plot Plan of Lot) Lot No: I M0 Application No: 71- Zo t k PAr Subdivision: 4 n l W aD~S r PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk rd. 7-75, Sec. 150.039(J)) 5. Erosion Contr od~ r Seed OK. (O(Ord. 7.723.011) (Ord. 40-98, Sk-S&090 (G)) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) 4415. Install Grade Stakes 04~- 51tiatoS (ADA Specification) (Policy 98-027) (Sec. 152.70) Q16. Submit "As Built" Plot Plan oK- 5/2$/8 ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: 44e- ( .v. wad negodv,Sro11 Ina&6,2 / Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: F ~~~bR Re-Inspection: Approved ? Disapproved Conditional Inspector: Date: P-8 LOS Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 911 9 \ 90e - 913 9 -914 • \ 915 917 18.9 918.1 9!~ _ 91 9/6 25' NBZ 152 15 150 lb1 _ 149 w w w -6 to c0 N N O o 9z. o 927.1 923.9 (918.0) 927:9 cD (925.1) (921:19) 928.6 ~ (926.6) 919. 9I7: 926.6 923. g2? •4 918.8 922 925.9 N 918.47 $Z6 926 925.61 92 .37 9LZ: 91~ 926• WYANDOTTE Ps OULEVAR _ rc L L T 9t .t 9{6.99 920.16 926.20 917. N? 924. 920.5 92 9 f0 S All 924.9 L~6 X26 g27 2 'bZ6) (1.020, o z cz 9z6) 0 (0.996 ~ T *zzs`.. z•ozs N n n~4 0 v, co 920.4: - 6 ~ W p b 144 w 146 14 (A 25' NBZ w OD a w 7 al - ~r0 9 6.0 9. 3. 98.5 926.6 l6X) 148 Cl 26 b o txj I b ~ LZ p y ~ ~ o ,.I 91-92S N \ 1 REVISION DATE & REQUEST W5750 esterville, Chandler OH Court 43082 AL I c 004.6 NEW HOUSE (7N) - Wes E-Mail: hoyssinc@aol.com z c 1110s.r6.o7ABADDq'BUMP Phone (614) 895-1922 " C 06.06.07 (NV) CHANGED ELEV. FROM "E" TO "A" Survey Fax 614` 895-1949 SURV YING SC o7.6.o7 (NV)PORCH Construction Fax (614) 895-9549 SERVIC INC. GRANDE, ADDED BRICK LEDGE AN 1 f FOR TRINITY HOMES HOUSE STYLE A3343 "A" LOTiSUBDIVISION 146 WYANDOTTE WOODS SECTION 5? CITY OF DUBLIN J SCALE 1" = 20' ? PB• 105 ? PG. 23 ? DATE 09/07/06 ORDER NO. DRN. B CK. FLOOD ZONE X ? COMM. PANEL 390490 ? PAGE 0038H ? DATE 04/21/99 ? MINIMUMS R: 25% 3r 1.46') S: ~ LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. EROSION PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY CONTROL THE CITY OF DUBLIN PRIOR TO INSTALLATION." CATCH BASIN T. _ T.C. = 925 8 926.80 ? 76.87'V 927.30 20' EASEMENT 25' NO BUILD 146 ZONE 36.67' xe A/C UNIT 925.40 928'20 0 20.71 0 927.70 ? 11.834 -1: 19.46 0 10' DRAINAGE 00 EASEMENT b 0 F.F.=930.53 10.78' 145 ; M T.O.B °929.53 N 147 F.F.=928.00 BASE=922.03 F.F.=931.30 K 10.00 t M N 0.33 c%j 12.00 °O 928.20 0 4 928.20 ao a 11'00 O O 35' BLDG. LI M NE 9.00 20.67 CN 10.00 cl 927 20 / 924.90 (4457) 27.33' 22.16) J SAN. SEW. TAP DRIVE E.O.S.=916.80 25' 25' EASEMENT 36.00 SLOPE=6.52% MANHOLE 7 1 T.C = 926 ?0--) 924.40 925.71 926.50 13.0' B/C 41.83 x 49.66V K WATER TAPS 7.0' B/C o`n6y~~Od~+76 924.06 926.20 >s TURB 9INLET 925.44 (BMG) ~~~~fgOy~ .13 8 ~ dgd~J'•JyJ WYANDOTTE WOODS BOULEVARD 66' o-o~s A/C UNIT NEEDS TO BE SCREENED PER CITY OF DUBLIN REQUIREMENTS NOTE : BUILDERS TO PROVIDE TREE PROTECTION DURING ALL E' I~aNFERfNGCO3iP1.lANCE PHASES OF CONSTRUCTION. City of Dublin APPROVED AS NOTED BUILDER TO MAINTAIN ? F PP 0-4. 30.0'x• EROSION CONTROL *"NOTE: WATER SERVICE SIZE = 3/4"."? PLOT PLAN I HEREBY CERTIFY THAT THE We hereby certify that the foregoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA GRADE ELEVATIONS SHOWN ON Subdivision Plan. This Plot Plan is to be used by the Client for the sale purpose of obtaining a building permit. The use of the Plot Plan for any '~+slka+•• FOR MOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY THIS PLOT PLAN ARE THE other purpose is strictly prohibited. LOT 10,6710 WALK 306.0 RESULT OF AN "AS BUILT" SURVEY OF"'r' ' HOUSE 2655.0 SODCOV. 7709.0 PERFORMED ON " 1>j 7313 DRIVE 996.0 SEED COV, N/A 31 APPROACH 195.0 LOT COV. 24.880/0 SURVEYOR OR BUILDER I C61-'RE DATE B ~rVt4p ~E~;at"" MAY-07-200B OB:34 P.01i01 J !JV l_Iimlt11G1 %'Vt1tt Westerville, 0H 43082 24244C E-Mail: hoyssinc@aol-com Order No. Phone (614) 895-1922 Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 4- 1MNITY HOME5 COUNTY OF MAKKWN CERTIFIED TO P.B. iU5 PG. 2!5 ORJD,B. PG. - LENDER 5'6 06 R 2-12-08 DRN CH BUYER . SCALE 1" DATE ATE 927.40 76,87' 927,0 92 926,10 20' ~q WNr 725 NO [3UILC1 Zft r------------------ - 146 25.40 9 2 p 20.9' q 927.30 925,50 b~" ' 11.8' l9.4' tai ~i .7 N 2 5fm 10,9' My, & 5fxco 1o.0' o o m 12.0 ::p- N 1928 )9,i' IL0' 928,10 ` 0 10.0 N , 0 925,00 I 927.20 L--------------- - Flw pLACKIOP X5,9' 0M.. M> r 1~ 25' >rA55y; ' , I6' 49,66' 926.60 924,20 WYANaOTTF, WOOP5 C 01VAI:n 66 1 LOt NO. 146 WYANPOM WOX5 SAC, ' blMIN, OHIO we hereby certify that the foregoing MOR AGE LOCATION SURVEY was prepared in aceordanoe with Chapter 4733.38, Ohio Adminietrativo Code, sad is not a boundary rvey pursmutt to Cbapter 4733-37, Ohio Administrative Co&, Ibis plat is preparod for mortgagc loan end title puMaws only and Is oot to be [rued sa having been prepared ror the owner or for the use of the owner for any purposes. urn ew,y OF' THIS PROPERTY IS LOCATED IN FLOOD ZONE K i3J. COMMUNITY PANELC S E~ PAGE _ 9222'f I DA1rE 4'21'99 BY TOTAL P.01 CITY OF DUBLIN. June 5, 2008 DMdioa of eat Standards Candace 5800 Shier-Rings Road Dublin, Ohio 43016-1236 LandAmerica Lawyers Title 2700 East Dublin Granville Road Permit Phone: Phone: 614-410-4 614.-41410-4670 Columbus Ohio 43231 Fax: 614-161-6566 Automated inspection RE: Permit Address: 4144 Wyandotte Woods Ume: 6144104680 Web site: wwwAklin.oh.us Permit Number: 07-201124 Dear Candace: The City of Dublin has issued a Certificate of Occupancy for the above-mentioned property. Any escrow amounts held may be released. If there are any questions, please feel free to contact me. Thank you. Sincerely, ey S. Tyler, O irector 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 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: PERMIT NO.: 07 ~2, FINAL INSPECTION DATE: BY. ~ ru-. LandAmerid Lawyers Title February 21, 2008 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: 4144 Wyandotte Woods Boulevard Lot #146-Wyandotte Woods 07-201124 - Building Permit Number Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $5000.00, as specified in the "Approved for Conditional Occupancy' inspections and requirements for this property, will not be released until a final Certificate Of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Occupancy Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincerely, LANDAMERICA LAWYERS TITLE cc: Trinity Home Builders, LLC ? Corporate Office ? Westerville / Worthington / Dublin ? Gahanno /New Albany ? Reynoldsburg / Pickerington 8101 N. High Street, Suite 130 Commercial 5665 N. Hamilton Rd., Suite C 2869 Taylor Rd., S. W. Columbus? j i~ IBLIN GRANVILLE Ffib d U i (14898 7200 (F) 614-898 ~7bmbus, OH 43230 Reynoldsburg, OH 43068 Phone: 6 4- 9 - 0 o um us, 4 one: 614-471-8485 Phone: 614-866-9675 Fax: 614-896-2330 Phone: 614-896-2300 Fax: 614-471-9088 Fax: 614-866-9375 Fax: 614-896-2310 LandAmeriC3 Lawyers Title February 21, 2008 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: 4144 Wyandotte Woods Boulevard Lot #146-Wyandotte Woods 07-201124 - Building Permit Number Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $5000.00, as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property, will not be released until a final Certificate Of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Occupancy Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincerely, LANDAMERICA LAWYERS TITLE cc: Trinity Home Builders, LLC ? Corporate Office ? Westerville / Worthington I Dublin ? Gahanna /New Albany ? Reynoldsburg / Pickerington 8101 N. High Street, Suite 130 Commercial 5665 N. Hamilton Rd., Suite C 2869 Taylor Rd., S. W. Columbus BLIN GRANVILLE F&VV OLV#UrPi (1Pi14-898-7200 (F) 614$98- ~~Jmbus, OH 43230 Reynoldsburg, OH 43068 Phone: 6 4- 9 - 0 o um us, 4 one: 614-471-8485 Phone: 614-866-9675 Fax: 614-896-2330 Phone: 614-896-2300 Fax: 614-471-9088 Fax: 614-866-9375 Fax: 6 14-8 96-23 10 CITY OF DUBLIN" 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION r~ Applicant: i t-~ , / Company: Site: 4144- U/Y ahde-t 1e, VVmA5 5L (Provide Detail Plot PI n of Lot) Lot No: ?Af (a Application No: fi-2Atk - Subdivision: o DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ? 12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 44.E Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk 5. Erosion Contror Seed (Ord. 7-75, Sec. 150.039(J)) ;e'49___D (Ord. 40-98, Se'C'53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt L114. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) / ? 7. Handicap Ramp (Install/Replace) M15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) Z16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) L118. Remove Erosion Control Measures Comments: P~ utrJ4oo Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Z/(e Re-Inspection: ? Approved ? Disapproved Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP W ~ t x a Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape ~Z Land Use and Long Range Planning Commercial ? Code Enforcement Residential Q Sign El CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit Project Name : Project Address: Contact Person: Contact Phone: YES' . NO I)- Appraued L,audscape Plan & ROA YES NO 6)..Sign .-installed as approved YES; NO 2) Plans, Checklist & Permit on Site YES NO 7) Varkin"paces, number & striped YES NO 3) bighting-installed per plan YES NO 8) Haftlicap-spaces properly signed YES NO 4) Landscape installed per plan YES NO 9) Park islands 7 foot minimum YES NO 5) Mechanicals screened per code YES NO 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? . Date of Inspection Inspected B r" COMMENTS f` Zoning Inspection Form PLA-120 Date 08/12/04 Inspection Inquiry - Results Comments - CITY OF DUBLIN Hone New Winslow Support Inspection Inquiry - Results Comments Finail Help Parcel Number: 273-011321 Property address: 4144 WYANDOTTE WOODS BL FRANK Application, structure number: 07 00201124 000 000 Permit type, sequence number: BRES 00 RES BLDG PERMIT Inspection type, sequence number: P21 0002 BLDG OCCUPANCY Inspection status, date: INSPECTION COMPLETED 2/21/08 ok to apply for conditional occupancy pending zoning and engineering bonds and CBO's approval. no building issues. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410,4670 • Inspection Line: (614) 410-4680 SUBCONTRACTOR DISCLOSURE General Contractor: JL1 r) lication No.: -7 Job Address: 4) pe, G The General Contractor is required to furnish the following. information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must tie current through the issuance of a Certificate of Occupancy, including insurances end all appl cabl'e' State Cettific c S. i E -CIO TYPE OF NTAdk DUBLIN Rams rRATION NO EXCAVATION* CONCRETE* Q.j N 1 V, = Os- c- f MASONRY Ro6.Ay L 0 L, STRUCTURAL* ELECTRICAL* M ID PLUMBING* 5~ 5 _ HVAC* INSULATION a ROOFING* 7',~i N i t~5- 13 DRYWALL 0-'s- o- SIDING SANITARY SEWER*. LANDSCAPING 13~1~r1,1 FIRE PROTECTION UNDERGROUND 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 I ~r c ~v Ile CL )40 Q tzv d1 t~ ~ ~ `4 4 CD ` e Q c c v = ~ ~ ~ ~ 00 m> m m o = V m W= C7 m m m m N C. H C = I = y 3 OL c N c c 3 c c 'a c c= c v a 5 ii ii a ii U. a w w a ii w ii O c~ " E o _y ~ o a L Cs w rn o v? c = a°r m= L a~ ego d c .Q t evo 0 c -22 '3 = c m °o m 'owm d m o ? 0 a0 ' L c . u. v~ oC a w t~ a s t7 ii N u. m a U) Divi of Building Standards L1 . ~O 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/410-4670 ,ITY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT r This agreement made and entered into by and between {~`-J r ~f ?J' ~"~~S (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and Av.ne e A,ti- a"-A (Owner/Occupant) Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: Building Permit No. Q 'I fl j , has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) Sbti Ion and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page I of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. SAS.; 5 iq~ 17'rt N t-4-14, I e ~wi Project Manager/General Contractor Date Project Manager/General Contractor (Signature) (Pleas rrirt Owner/06cupant D e Owner/Occupant (Signature) (Please Print) Accepted - of Dublin Date \\DUBLINDATA_PER_SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page 2 of 2 Updated 4-02 Division of Building Standards 5800 Shier Rings Road V Dublin, Ohio 43016 Phone: VnDD 614/410-4670 CITY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between ZAtJ { ! ?J 4"A (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and Amp e ,AAl.- o.'" (Owner/Occupant) Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: Lii44 Q I A NOWRF- Wnoty, JBj-y0, Building Permit No. 1)..] - ;~p' J a~k has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) 8) 05 log and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval ADUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doe Page I of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. . i.A?J 5~+~~ ~rri t~-K 1~-w..e cwt ~Project Manager/General Contractor Date Project Manager/General Contractor (Signature) (Pleas ' t Owner/Oecupant D e Owner/Occupant (Signature) (Please Print) Accepted - 9470f Dublin Date \\DUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICEIWP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page 2 of 2 Updated 4-02 \ LandAmerica~ Lawyers Title February 21, 2008 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: 4144 Wyandotte Woods Boulevard Lot #146-Wyandotte Woods 07-201124 - Building Permit Number Dear Mr. Tyler. We hereby agree that the escrowed funds in the amount of $5000.00, as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property, will not be released until a final Certificate Of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Occupancy Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincerely, LANDAMERICA LAWYERS TITLE cc: Trinity Home Builders, LLC ? Corporate Office ? Westerville / Worthington / Dublin ? Gahonna /New Albany ? Reynoldsburg / Pickerington 8101 N. High Street, Suite 130 Commercial 5665 N. Hamilton Rd., Suite C 2869 Taylor Rd., S.W. Columbusn E 1 r1~ly ~trq~t R~~4~ -7200 61 ~ ~mbus, OH 43230 Reynoldsburg, OH 43068 6 (fi 9 ~o u`m~us,"~' Phone: one: 614-471-8485 Phone: 614.866-9675 Fax: 614-896-2330 Phone: 614-896-2300 Fax: 614-471-9088 Fax: 614-866-9375 Fax: 614-896-2310 Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape Land Use and Long Range Planning Commercial ? Code Enforcement Residential Q Sign ? CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 6144104680 Permit [Project Name = tt , =1ss'r . Project Address: Contact Person: Contact Phone: YES', NO .I)` Approvedd,andscape Plan & ROA YES NO 6)•-&guinstalled as approved YES; NO ' 2) Plans, Checklist & Permit on Site YES NO 7) P,aAdnVpaces, number & striped YES NO 3) -Lighfing-installed per plan YES NO 8) Haadivap-Vaces properly signed YES, NO 4) Landscape installed per plan YES NO 9) Par14ag-islands 7 foot minimum YES NO 5) Mechanicals screened per code YES { NO 10) Meet residential appearance code 1f Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? Date of,Inspection . ; Inspected B COMMENTS 4 J .11, Zoning Inspection Form PLA-120 Date 08/12/04 Du Shier Rings Road CITY OF DUBLIN 5800 Dublin, Ohio 43016 Phone: V/PDD 614-410-4600 Division of Engineering Inspection Une: 614-410-4680 Fax: 6141761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: " Company: neini lv Site: 4 i44- U/V andb' e, V VcoA5 8 L (Provide Detail Plot PI n of Lot) Lot No: ?At(& Application No: fJ-2A1kZ4 Subdivision: Wvbndo*P, VVo0~5 5 PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild .Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 44 Adjust Inlet to grade ?13. Clean Street(Clean Sidewalk Erosion Contrf4o--r Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, SdU753.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Ftre Hydrant) ? 7. Handicap Ramp (Install/Replace) 0115. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) Z16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures 10 Comments: ~ t'1' t~l~ ` Y wu(~exotrvsrcn in~'~crru Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: zf~ IWO Re-Inspection: ? Approved ? Disapproved Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP Inspection Inquiry - Results Comments - CITY OF DUBLIN Home l New Window l Support Inspection Inquiry - Results Comments Email ; Help Parcel Number. 273-011321 Property address: 4144 WYANDOTTE WOODS BL FRANK Application, structure number. 07 00201124 000 000 Permit type, sequence number. BRES 00 RES BLDG PERMIT Inspection type, sequence number. P21 0002 BLDG OCCUPANCY Inspection status, date: INSPECTION COMPLETED 2!21/08 ok to apply for conditional occupancy pending zoning and engineering bonds and CBO's approval. no budding issues. - - 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: v~..t f &IDWW.0 tip Iication No.: 0'-7 - 02 O 1 / 02q Job Address: 4) 11 ~ ~ otg,, Wu& The General Contractor is required to furnish the follQwing.infomnation regarding any contractor working at the above address }prior to .issuarice of a Certificate of Occupancy. All subcontractor registrations rr~ustwbe current through theissua -ice of a Certificate of Occupancy, including insurai d_aN_:applicablo. S C.etcio7>Is. TYPE t F. ? N ' 4G'i rO t DUBLIN REGISTMTION NO EXCAVATION* - ..~c. - 6 CONCRETE* N r~ s - - _ MASONRY STRUCTURAL* , . ELECTRICAL*, PLUMBING PIS HVAC* INSULATION m5 ter; ` 015._ OT{ ROOFING* r <i N lr~ X35 134 DRYWALL 5- p3 . SIDING 0. - SANITARY SEWER*. LANDSCAPING &J~Jjcorj FIRE PROTECTION UNDERGROUND FIRE ALARM FIRE SUPPRESSION PAINTING 5-13 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 1v r ~Y~,, G '31 rti Lai N Q ~ 4 a It 's L Q Q o V c c c = ~o d m W .0 = C9 t3) = Q = N a •0- c 'E c ea•C3 cm =c c v IL U. U. CL U. Ii K W V W LL W N~l a m ~ C' C _ v 3 O lq~ k, tx° o o all e > ° = m CD c v V V a .0 V m v = 'Q t C = =p L c ~o t •L •c _ e~ev 0 c y m 41 c m c IL O y 7 v V 3 E y 0 7 m C O 0 0 .d. 0 l~0 lo 02 m m O ca O O 10 m a3 va U. U. ca U. a cCW W0 lz a 0- oc u. ° ti TRINITY HOME BUILDERS, LL C 0 9 6 9 0 DATE INVOICE NO DESCRIPTION INVOICEAMOUNT DEDUCTION BALANCE 2/19/08 Q26181 WYW-146/TEMP/PERMIT 300.00 .00 300.00 CHEC DATEK 2/25/08 NCHECK UMBER 16985 TOTAL> 300.00 .00 300.00 w CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. 11 APPLICATION FOR ELECTRICAL PERMIT Job Address q Iy t_.I "~1.. Ct I W~ "P'vj - Subdivision , C' V\65 fib- Wyd S Lot No. ( L10 Owner Name r 111 k fY 3 Telephone Contractor Name «iJ2~ ~ V1 h5 Telephone ((.9j m) Lq-7- Contractor Address W(-bouY 'u, kd 6~5, 6 q Dublin Registration No. C " I Cl U Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 J. $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 $ t4® &C.'D JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of ling cc truction, installation, repair and alteration, Dublin, all the laws of the State and the National Electric C XA and may be revoked at any time upon violation of any ions al I s.,_ Sign ature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Division of Suildirig-Standards.. 580. Shier - Rims Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Vie: (614) 410-4680 Application Number: 0-7_ SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, the undersigned do hey certify the following the foundation wall at the referenc location of building and elevation of top of property. it is the builders responsibility to insure that the .ad top of location and elevation of the foundation wall Pis the first floor system, as per the approved prints. comply with the sibehe plan ap City of Dublin Codified ordinance 1305.02(k)).proved by the City of Dublin (in reference to the Property Owner_ TRINITY HOMES Sub" MYYANDOTTE WOODS SECTION 5 Lot Number.- 146 Ad-: 4144 WYANDOTTE WOODS BLVD Approved Foundation Elevation 92!.53 Feet above mean sea level. Actual Top of Foundation 929,05 Feet above mean sea level. Professional Seal: apw Nor ' Sionatuti of surv"ar. 9/27/2007 'This form is to be completed prior to the fotsldaWn inspection and must be made avaiiaabte on- the approved prints. site with 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 . . . . . 07-00201124 Date 10/05/07 Revision number . . . . . . . 2 Property Address . . . . . . 4144 WYANDOTTE WOODS BL Parcel Number: 273-011321 Alternate Address: WYANDOTTE WOODS 5 #146 Tenant nbr, name . . . . . . SQ FT 5900 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Trinity Home Builders Contractor . . . . . . . . . TRINITY HOMEBUILDERS INC Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation 0 Expiration Date . . 4/02/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments 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. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. 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 Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201124 Date 10/05/07 Revision number . . . . . . . 2 Special Notes and Comments Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. 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. 07 01 12 INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM 2003 DATE: 9/7/2007 FROM: CORNERSTONE ENERGY RE: DUCT INSULATION IN UNCONDITIONED AREAS We have communicated with Dublin Building Department and the municipality has explained to us they will be enforcing ductwork outside the conditioned envelope to be insulated to R-8 for supply ducts and R-4.2 for return ducts starting immediately. Furthermore, all IECC's are generated using worse case methods. Please attach this page to your current IECC's for Dublin, OH code submittals. Unconditi oned Ducts: - All supply ducts located outside the conditioned building envelope will be insulated to R-8. - All return ducts located outside the conditioned building envelope will be insulated to R-4.2. RECEIVED Chris Patterson Estimator SEP 2 0 2007 Energy Star Rater Office: 937-423-6373 BUILDING DIVISION Fax: 937-423-6373 N extel: 614-554-8644 136*41 *6831 Email: chris.pattersongnstalled.net APPROVED 774 ,Z) q1.2 C 10 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST C Application No.0 7".20 .2y c y CL M 7 m N ji O p d ~ Date Reviewed E c~ E a : C a Plan Reviewer's Comments & Notes Reviewed By Tc.O o Z d a a ZApproved Disapproved o !E A Z O y > • C d OBBC Model Energy Code ' MdC Check worksheet required Manual J/Electric Loads Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7A14. max, riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards ? R312 Sch dules Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Sanitation - Fixture Clearance Figure 307.2 R307 R308 Required Safety Glazing 13/8" s. c. or 20 min. door and 5/8" gyp. 8d. Type "x" on R309 Attached Garage Fire Separation all common walls per City Ordinance 5.7 s4. ft. (24" net hgt. 20' net width) max. window still R310 Bedroom Emergency Egress lhgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior Doors Bath 2'4"x 6'8", habitable space 2/6"x 6'8"(min) R311.4.3 Landings Minimum 3' x 3- R311.2.2 Understair Protection 112- gyp. Bd. Type ' R313 Smoke Detector Locations Bsmt./hallway/bedrooms wired to prime efectric,battery pack - up4nterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 112" anchor bolt @ 67oc;7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements ? houses and additions R405 Foundation drainage systems ? R406 Damprooring or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing r/ 1 1/2' for wood & steeU 3" for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST C o E E a ° o` Cr . m U w tY u a w c U Z c ! CL Plan Reviewer's Comments & Notes d a _Q o `4= a ° H Z c m R503 Floor sheathing R(402.2) ` R 506 Concrete floors on ground R602 Wood wall framing R602.7 Headers ? R602.10 Wall bracing Tables 592-50) R603 Steel wall framing ? & R502.5(2) R703.7 Masonry veneer ? ` R802 Wood roof framing ? Table 703.4 R802.3 Framing details R802.4 Show truss profiles on roof Plan Allowable ceiling joist spans afterties, joist not perpendicularto rafters R802.5 Allowable rafter spans 1 R802.10 Roof trusses ? R807,1 Attic Stamped engineered roof trusses access 04At:ction required at framing R 1001 Masonry chimneys 22" x 30" R 1002 Factory built chimneys Spark arrestor with rain ca R 1003 Masonry fireplaces p per City Ordinance Spark arrestor with rai R1004 Factory built fireplaces Table 1003.1 & Figure 1003.1 R1005 Exterior n cap air supply M1701 Combustion air R602.3.1 Stud size & spacing 50 cubic per 1,000 blu/h Table R602.3.1(2) t Front & Back Form Revised 04/12/05 , CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: n +4bMe_0 Company: Site: 7 W V OL-h C! Otte, WCQ"dD 16 1 (Provide Detail Detail Plot Plan of 'Lot) Lot No: ` ~ LD Application No: M -a-vfi~ Subdivision: W1~~ wwco PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved a Approved For Conditional Occupancy ? 1. Clean Curb & Gutter 01,0. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) Lill. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Gracing ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, See. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.'R.C. 723.011) ? 6. Replace Damaged Asphalt L114. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Enaineerino Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. 04 - aD ~ 1 a~t Date du /61 ? New ? Remodel ? Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the (Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address Parcel No. Subdivision/Project Name J Lot No. Owner's Name N ~S Telephone 19 Vq NO Contractor's Name ,J ~S v Telephone 2 ~ _ Contractor's Address Dublin Registration Numb r b ~1~ ~3 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? SQ How far distant from any dwelling, well or cistern is the sewage tank? 11 What is the size of the main drain? f ~ Of what materials do the vent pipes consist? Of what material does the house drain consist? \I *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00/l Application for permit & first fixture $60.00 - ~oZ Number of remaining fixtures X $10.00 = ~2y ~ no Number of remaining fixtures X $12.00 Total Inspection Fee $ no Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve p2 Garbage Disposal Showers *Backflow Preventers Gas Water Heater Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards y 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 . . . . . 07-00201124 Date 9/07/07 Revision number . . . . . . . 2 Property Address . . . . . . 4144 WYANDOTTE WOODS BL Parcel Number: 273-011321 Alternate Address: WYANDOTTE WOODS 5 #146 Tenant nbr, name . . . . . . SQ FT 5900 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Trinity Home Builders Contractor . . . . . . . . . TRINITY HOMEBUILDERS INC Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 270.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/01/10 Qty Unit Charge Per Extension BASE FEE 50.00 22.00 10.0000 EA RES PLUMBING >1 FIXTURE 220.00 Special Notes and Comments 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. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of 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 Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201124 Date 9/07/07 Revision number . . . . . . . 2 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 270.00 .00 .00 270.00 Plan Check Total .00 .00 .00 .00 Grand Total 270.00 .00 .00 270.00 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. ...rr.nnrwWmimm~»rrrrriro~n This permit form is provided by the Building Industry Association of Central Ohio as a public service. rq,- • APPLICATION FOR BUILDING PERMIT THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR COPIES MUST BE LEGIBLE ISSUED IN OHIO UNDER AUTHORITY OF: Zoning District Date 0 Bexley 0 Groveport 0 Westerville Dwelling or Bldg. Permit No. 01- Do\k j 0 olumbus 0 Hilliard 0 Whitehall Plan No. Addenda No. r Dublin 0 New Albany 0 Worthington BUILDING LOT Franklin Co. 0 Powell Has deed for this lot been recorded? 0 YES 0 NO 0 Gahanna 0 Reynoldsburg If answer is NO, approval of Planning Commission is necessary 0 Grove City 0 Upper Arlington 0 before lot can be recorded. 1. IDENTIFICATION STREET ADDRESS CITY/ZIP OWNER'S NAME (frs e BLDR./CONTR. NAME Z : 00 - ARCH./ENG. NAME i' i 2. Street and numb ,jocation ! ~ - NumberT~% Acres m J A. N S E e of X o~D ) - 0 Private St. Sq. Ft. B. feet N E W from intersection of + ~1 3. Subdivision Township MuniciRality h VA ^~.'r Nearest Major Intersection Jr, 4. nt Auditor's ing Di rict Parcel No. FEE SCHEDULE /$A10 CA ,e ` 1,5^6 0 ta& - yo A. Edditi OF IMPROVEMENT NON-RESIDENTIAL Alter./Add. ew Building 17 Repair, replacement 0 Church or religious 17 Swimming Pool Plan Exam. on -Alteration 0 Industrial 0 Parking Garage 0 Office, Bank Other 0 Other 0 Accessory Garage 0 School 17 Public Works B. NERSHIP 0 Other TOTAL Private 0 Public (Federal, State, E. PRINCIPAL TYPE OF FRAME BUILDING CONTAINS Local Non Profit 0 Masonry (wall bearing) 17 Structural Steel ~p 00 Gross Sq. Ft. / C. COST (Omit Cents) $ C~ .00 Wood Frame 13 Reinforced concrete Living Area D. TYPE OF USE Other Sq. Ft. SIDENTIAL F. 1L1GPE OF HEATING FUEL One family 13 Two family 0 Three family Gas 0 Electricity Garage Four or more family. 17 Other BUILDING DIMENSIONS 13 Accessory Garage 17 Swimming Pool G. TYPE F SEWAGE DISPOSAL 0 Other Public Sewer 0 Private system Total No. of Bedrooms: H. Y PE OF WATER SUPPLY Bathrooms: 1 Public 0 Private (well, cistern) Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. Inspection: Inspections must be called for 24 hours in advance for footer, all rough inspections, insulation, pre-lath, final for certificate of occupancy. The owner of this building and un rsigned, do her covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building aandn s, and to const c h proposed u ding or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, aat th in f ti tateme is iven on this application, drawings and specifications are to tt of their nowledge, true and correct. ApplicationAddress Owner's or Agents i ure _DO NOT WRIT BELOW THIS LINE (Office Use) _ _ _ _ _ _ _ _ ~]1_ Plen Examiner's A proval: Da s~T Zoning A v Dat Issuing Authorit proval: Date ` . Signatur Signature Signature DISTRIBUTION: WHITE-Issuing Authority; YELLOW-BIA; PINK-Co. Auditor's Copy; GOLDENROD-Applicant's Copy 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 . . . . . 07-00201124 Date 9/05/07 Revision number . . . . . . . 2 Property Address . . . . . . 4144 WYANDOTTE WOODS BL Parcel Number: 273-011321 Alternate Address: WYANDOTTE WOODS 5 #146 Tenant nbr, name . . . . . . SQ FT 5900 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Trinity Home Builders Contractor . . . . . . . . . TRINITY HOMEBUILDERS INC Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 540.0 Plan Check Fee .00 Issue Date . . . . q-f/-v Valuation . . . . 0 Expiration Date . . 3/03/08 Qty Unit Charge Per Extension BASE FEE 140.00 10.00 40.0000 RES BLDG PLAN REVIEW 400.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/03/08 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 20.0000 RES HVAC 200.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/03/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00 Permit . . . . . . GAS LINE PERMIT Additional desc Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/03/08 Qty Unit Charge Per Extension 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 Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201124 Date 9/05/07 Revision number . . . . . . . 2 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/03/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments 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. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. Other Fees . . . . . . . . . RES BLDG INSPECTION 550.00 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 Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201124 Date 9/05/07 Revision number . . . . . . . 2 Other Fees . . . . . . . . . RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2600.00 .00 .00 2600.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5744.00 .00 .00 5744.00 Grand Total 8344.00 .00 .00 8344.00 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. 0-7- o2,011 'Ay • t/SZ/oZ Boa A INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM DATE: 1/3/2006 FROM: CORNERSTONE ENERGY RE: DUCT INSULATION IN UNCONDITIONED AREAS We have communicated with Dublin Building Department and the municipality has explained to us they will be enforcing ductwork outside the conditioned envelope to be insulated at R-8 starting immediately. Please attach this page to your current IECC's for code submittals. Unconditioned Ducts: - All ductwork located outside the conditioned building envelope will be insulated to R-8. Co one Encr J rvicca Chris Patterson Estimator Energy Star Rater Office: 614-351-1439 Est. 228 Fax: 614-351-6650 N excel: 614-554-8644 136*41 *6831 Email: chris.patterson@installed.net NMrr.. ll=oundations4Energy T2rbeyf.>~,; Yr.~ rss r-x,ai w. .,n ENERGY CODE INSPECTION CHECKLIST Date: March 16, 2005 Rating No.: Worse Case Senario Building Name: A3343 Rating Org.: Foundations 4 Energy Owner's Name: A3343 Homeowner Phone No.: 614-891-4900 Property Various Rater's Name: Chris Patterson Address: Various, OH 43 Rater's No.: 06-02 Builder's Name: Homewood Corporation Weather Site: Delaware, OH Rating Type: Based On Plans File Name: A3343.b1g Rating Date: Building Information: Conditioned Area (sq ft): 6232 Conditioned Volume (cubic ft): 50198 Insulated Shell Area (sq ft): 9937 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of Chris Patterson, as soon as possible to assure that the project will still comply with energy code requirements. Ceilings: [ ] 1. Attic: R30 Attc (2x4 24oc) (2117 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Main Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Vaulted: R30 Vault (2x4 24oc) (295 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Vaulted Installation Quality: P A G Face / Inset Comments/Location Above-Grade Walls: [ ] 1. Wall: R13 (2x4 16oc) (2961 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Flr Installation Quality: P A G Face / Inset Comments/Location REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST A3343 Page 2 [ ] 2. Wall: R13 (2x4 16oc) (305 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Buffered Installation Quality: P A G Face / Inset Comments/Location Windows and Skylights: Window-to-Wall Area Ratio: 0.20 [ ] 1. Window: U-0.50 SHG-0.50 (188 s.f., North), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Front Orientation: North Comments/Location [ ] 2. Window: U-0.50 SHG-0.50 (92 s.f., West), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Right Orientation: West Comments/Location [ ] 3. Window: U-0.50 SHG-0.50 (303 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Rear Orientation: South Comments/Location [ ] 4. Window: U-0.50 SHG-0.50 (41 s.f., East), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Left Orientation: East Comments/Location [ ] 5. Window: U-0.50 SHG-0.50 (9 s.f., East), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: East Comments/Location [ ] 6. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. © 1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST A3343 Page 3 Name: Bsmt Orientation: South Comments/Location Doors: [ ] 1. Door. Therma-Tru (22 s.f.), R-Value 6.3 Comments/Location [ ] 2. Door: Therma-Tru (19 s.f.), R-Value 6.3 Comments/Location Frame Floors: [ ] 1. Floor: R19 (2x10 16oc) (296 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#1 Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Floor: R19 (2x10 16oc) (20 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#2 Rear Installation Quality: P A G Face / Inset Comments/Location Foundation Walls: [ ] 1. Wall: R5 8B GrdeDown (1344 s.f.), Between conditioned space and ambient/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Wall: R5 8B GrdeDown (288 s.f.), Between conditioned space and garage/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Bsmt. Buffer Installation Quality: P A G Face / Inset Comments/Location Slab Floors: REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. 0 1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST A3343 Page 4 [ ] 1. Slab: Uninsulated (1976 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location Rim and Band Joists: [ ] 1. Joist: 1st12nd Flr (305 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Flr Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Joist: 1st/2nd Buff (30 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Buff Installation Quality: P A G Face / Inset Comments/Location Mechanical Equipment: [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 80.0 AFUE. Make and Model Number: [ ] 2. Cooling: Air conditioner, Electric, 10.0 SEER. Make and Model Number: [ ] 3. Water Heating: Conventional, Natural gas, 0.56 EF. Make and Model Number: Air Leakage Control: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be type IC rated and installed with no penetrations; or, installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. 0 1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST A3343 Page 5 Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil facing installed between sheathing and ducts. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST A3343 Page 6 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. 0 1985-2004 Architectural Energy Corporation, Boulder, Colorado. 2004 IECC ANNUAL ENERGY COST COMPLIANCE Date: March 16, 2005 Rating No.: Worse Case Senario Building Name: A3343 Rating Org.: Foundations 4 Energy Owner's Name: A3343 Homeowner Phone No.: 614-891-4900 Property Various Rater's Name: Chris Patterson Address: Various, OH 43 Rater's No.: 06-02 Builder's Name: Homewood Corporation Weather Site: Delaware, OH Rating Type: Based On Plans File Name: A3343.blg Rating Date: Annual Energy Cost 2004 IECC As Designed Heating: 1498 1414 Cooling: 249 156 Water Heating: 296 279 Lights & Appliances: 395 411 Photovoltaics: 0 0 Service Charge: 102 102 Total: 2540 2362 This home MEETS the annual energy cost requirements in accordance with Section 404 of the 2004 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 7.5%. * Design energy cost is based on the following systems: Heating: Fuel-fired air distribution, 50.0 kBtuh, 80.0 AFUE. Cooling: Air conditioner, 36.0 kBtuh, 10.0 SEER. Water Heating: Conventional, Gas, 0.56 EF. Window-to-Wall Area Ratio: 0.20 Blower door test: Htg: 0.35 Clg: 0.18 ACHnat In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set to the "prevailing federal minimum standards" as of November, 2004. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REWRate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. = Rug 3°1 2006 9:46AM BG Electric 614-443-9705 p,2 r 07_2otrzy Residential Standard Calculation 813012008 MODEL A-3=1 STEP 1 Ariidde 220-42 and 52(a)& (b) 9 G ELECTRIC sq. ft , 5000 General Lighting bad 15,000 VA P.O. BOX 578 2 Small Appliance 3,000 VA GROVE CITY, OH 43123 2 Laundry circuit 3,000 VA 814-443-9700 Gen.Lgt.,Sm App.& Laun. Load 21,000 VA 613120H 9.25 3,000 VA Q 100%= 3,000 VA 19,000 VA Q 36% = 6,300 VA VA Q 25% - VA General Lighting Demand Load 9,300 VA STEP 2 Article 22050 & 51 r*5 v 4,700 VA AHU 1 Sales VA Total Heat Load v 4,700 VA AHU 2 select v VA Total CU Load v VA AWU 3 Selv VA Greater of Heat a 100% VZAC Q 100% 9.400 VA w VA AHU 4 Sews V VA w VA AHU 5 Seled - VA STEP 3 Article 220-53 Appliance Demand Load 12.036 VA GAS . Water Heater VA 1,400 VA 1 ReMprator 1,400 VA Dryer Demand Load 5,000 VA Freezer VA 1,400 VA v 1 DisMKasher 1,400 VA Range Demand Load 9,350 VA 1,127 VA v 1 Disposal 1,127 VA Trash Compactor VA Service Demand 45,066 VA 1,800 vw • 1 Micrnweve 1,800 VA 1,e0ovA 1 Central Vac 1,800 VA Demand toad 168 A 0 Mini Refterator VA 0 Spa I Hot Tub VA Neutral Demand 131 A O 750 VA v 2 Garage Open 1,500 VA 1,800 VA • 1 Ironing Center 1,600 VA M1m3arvice Req. 2W A 21 q~VZhpw: Whirlpool Tub 1,640 VA El 2 Gas Furnace 2,254 VA Min. Feeder size 410 i] Sunv Pump 1,127 VA Min. Neutral size 210 ell Pump VA Eq. Girding Cond. 4 VA Aluminium Pool Equip. Panel VA 100% Demand O VA No Demand I] VA No Demwul Total Appliance Load 16,048 VA 4 or more demand Q 75% plus 100% demand bads 12,036 VA STEP 4 Article 220-54 Electric Clothes Dryers 5.000 VA STEP 5 Article 220-55 Ekwbic Ranges Col A. demand w Number of appliances Cooldop 6,000 W Cot C demand 0 chedt am for uo Range Cooktop Col C demand Oven(s) 4,500 W Col C demand Oven(s) 4,500 W Col C demand Number or appliances 3 Dem. Fedor 55% Cooktop & Oven Demand Load 9,350 W f Rug 31 2006 9:46AM BG Electric 614-443-9705 p.3 Residential Standard Calculation 200 Amp MODEL A-3343 Main Breaker Panel • 200 Ampere rated meter can Pool Panel (humftgel~ctrode Panel Rating shall comply with Breaker Rating see 250.50 Connected Load G.E.G shalt comply Pool Panel Feeder with Sec250.66 CU Feeder conductor CU Neutral conductor CU Grounding conductor Overhead Riser Total Connacia Load Service Conductors by Electrical Contractor 188 Amperss Service Entrance Roof Riser 2 inch minhnum 2 In. Min. Conduitsize Required 410 AL Feeder conductor XHHW 90c 210 AL Neutral conductor(mlm) XHHW 90c 4 CU Grounding Elactrrode Conductor RS Rug 31 2006 9:46RM BG Electric 614-443-9705 p•4 z 3m 03 73 2 0 9M Jr0j) Co (j) C) o am, mamas ..?o.c)ooncm tD oc~ CL :3 (a CD wZm m iv n"'~=~ m m ° C =MS ~n m =o COD @ G) CD C) :3 a ~g rn M C) 0 < ommC)C~m 0 vo'm w moo ~ntA OO r o m Z ~A = Pw 00 N O N N N N N N N K3 N N N Lo W A• A A n 0 0 0 0:0 0 la 0 0 0 0 0 0 0 0 0 0 03 n O C Ca CA W WW WNNfVN-i-ai','-L tO Vg1w~o S. 0=3 m-4 cn to m ~ n1 c.) (n C4 <D~DWDWyaoDooDooDaoDooDaoDv~D3Z ~o C i i N A CD DaoDvoDooDooDooDa~DvoDooD~DaoD~D O °CA z 0 ShkW tr~WWNNNNN-i~-a ~japQl~.NzM ~ p.NO O aNOQpQf NOpp OANOOD CD ...i ..i ..i ..1 j 1 3 0 (A cn v{ w al CA ~ ~ m to to cn us cn 0 0 0 o GD ~ c. M co a) ~~c m ~rrrr-30 ? C7; O > m o *0 ~ n nn o m w ow 3 0 =F' =r .-?,moo - CL 0 0 06 8 CD C coo ao' vc ~0 n 3 o W o ? N 3 -n 3 G) 0° 5 a) CD = D ON 3 a 0ci C) c o ~o o' ao G) W M r - M 7~0 C1 ~'Rh a m" ' ial "VAC ~ life Sa~ftw r ev""_ ent, CROP ~nc. 5 s lomw~ k 3 ' a _ .-m.' 1 ,~Mtcn •u~~. -3= ~t'_.. p .._~Ei~a e 8.~ -System 1 Room Load Summary ---Zone 1--- 1 Basement 1,872 2,621 35 0-0x0 0 0 0 0 0 2 Living 180 5,085 68 1-8x7 462 3,157 767 161 161 3 Foyer 120 4,079 55 1-8x7 430 2,942 319 150 150 4 Dining 240 3,561 48 1-8x7 466 3,189 549 163 163 5 Mud Room 90 1,703 23 1-4x4 226 386 179 20 20 6 Laundry 99 3,059 41 1-4x4 451 771 398 39 39 7 Kitchen/Breakfast 360 8,308 111 3-6x5 536 6,189 776 316 316 8 Great Room 480 10,722 143 5-6x5 531 10,214 1,256 521 521 9 Study 204 5,391 72 1-8x7 470 3,214 807 164 164 10 Powder Room 72 918 12 14x4 101 172 119 9 9 AED Excursion 2,741 System 1 total 3,717 45,447 608 32,975 5,170 1,544 1,544 System 1 Main Trunk Size: 24x12 in. Velocity: 874 ft./min Loss per 100 ft.: 0.057 in.wg Net Required: 3.18 86%/14% 32,975 5,170 38,145 Recommended: 3.57 77%/23% 32,975 9,850.. 42,824 EQ01 WEV t~1 ~ID~ an U44 -3 ( G Cuero ~ur~~-c ~ (,L4o uq-310 - -o7a C4f 3 03W1IAT- - F Cot A-C,-P 40 AC-P A/C a 'I t r de,ft~a 9 m' "ergFVA ffi It S _ads _ topmen; _ fhAiats o!~ Homes - s Pa go a S stem 2 Room Load Summa -Zone 2- 11 Bedroom 3 168 3,437 46 1-6x5 601 2,521 196 118 118 12 Bedroom 2 204 3,432 46 1-6x5 610 2,559 188 120 120 13 Private Bath 72 946 13 1-4x4 157 293 68 14 14 14 Master Bath 121 2,526 34 1-4x4 568 1,059 158 50 50 15 Toilet 64 492 7 1-4x4 98 182 30 9 9 16 Walk In Closet 96 738 10 1-4x4 146 273 45 13 13 17 Master Bedroom 340 5,291 71 2-6x5 466 3,909 288 183 183 18 Bedroom 4 180 3,154 42 1-6x5 403 1,691 203 79 79 19 Hall Bath 108 1,027 14 1-4x4 188 351 68 16 16 System 2 total 1,353 21,043 281 12,838 1,244 601 601 System 2 Main Trunk Size: 10x12 in. Velocity: 765 ft./min Loss per 100 ft.: 0.074 in.wg ME gig~gil Net Required: 1.17 91%/9% 12,838 1,244 14,082 Recommended: 1.39 77%/23% 12,838 3,835 16,673 9 - :r 911 - ~ 908.E 913 915 914 917 18.9 918.1 9!~ _ 91 9j6 - 25' NBZ ~ 152 153 150 151 Y49 w 40 ° g - 920.0 0 o 923 .9 927.1 927.9 (925.1) (921.9) (918.0 928.6 (825.9) (926.61 919. 917. 926.6 923. 927 4 922. 9{8.8 925.9 926 925. ! 92.3:7 ` 91 t ;826 926. ?t qim 9N WYANDOTTE ` WOODS ffaU1;EVAf_3 L26 LZ6~ T 9a4., 916.9:9 6 W 920.16 24.0 N N 926.20 O 917.' 92 924. 920.5 S / m Lo 9 0`.4 4.9 ~ cs> 6 b 927.2 -4 LZ L LZ (T926)-4 (0'bZ6) 0 0'996 T'zzs` z•9zs 26 l~ zZv~ . °24.0 N ° 920.4: i cfl 9 6 w 146 45 xw .i 144 25 NBZ- oD . ~6 ti2~6 roll 147' dt - • 6 3 ip / 9 .0 9 3. 9 8. O 926.6 (EX) 148 ~ o L O 2rO ~ I 'b ~ 9 L O y o , PERMIT NUMBER: CITY OF DUBLIN 0-4 - 20 t I ~ ~ DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Lot Number: ! Reviewer'EPP Date: W yES bdivision: GG dress: O •30.0 E- NO N/A ITEM DESCRIPTION 1 Is this a revision to a. Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision / for approval to the Master Grading Plan. If No, proceed with review, V 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan far a new home in an older subdivision or a plan with unusual ? grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades,are shown on driveway and at the rear edge of the pedestrian path, 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of ? the apron (for a side-loaded garage) to the rear edge of the pedestrian path, 6 The driveway slope is less than 8.0%. Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot, If Yes, does it match Master Grading Plan? If No, proceed with review. 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). ? 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. Vol, 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. ? 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. ? 20 Location and size of existing sidewalWbike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feat. 22 100-year Floodplain, Floodway, and Floodwa + 20 feet is shown and la e1e¢ FEMA FIRM Map Number: 31701JV 00 ff Effective Date: d 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat ? 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown. 28 A north arrow is shown. f 29 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: YAPPROVED C DISAPPROVED C Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 1/I7n007 N.\EngineeringTo-L gyzN0?oL0Mdoc - - - REVISION DATE & REQUEST 5750 Chandler Court T , C o9/i4/o6 NEW HOUSE (TB) Westerville, OH 43082 H 1 1 a C o2.i6.0 AB ADD 4' BUMP E-Mail: hoyssinc@aol.com 1 1 J 1 o6.06.07 (N~ CHANGED ELEV. rROM To °A" Phone (614) 895-1922 C SURV Y1NG Survey Fax (614) 895-1949 SERVIC S, INC. C o7.i6.o7 (NV) PORCHCHANGE,ADDI:DBRICIZLEDGS Construction Fax (614) 895-9549 5 HOUSE STYLE A3343 "A" FOR TRINITY HOMES CITY OF DUBLIN LOT/SUBDIVISION 146 WYANDOTTE WOODS SECTION 5 DRN. TB cK. SCALE 1" = 20' PB. 105 PG. 23 DATE 09/07/06 ORDER NO. OO38H DATE 04/21/99 PAGE FLOOD ZONE X COMM. PANEL 39049C MINIMUMS R: 25% (31.461 "LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-1/2 INCH S: 8' DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDED WAPE P14ASE ILL BE FIELD-VERIFIED BY EROSION PLACEMENT OF THE THREE THE CONTROL THE CITY OF DUBLIN PRIOR TO INSTALLATION." CATCH BASIN ! f 1- ""Fk/crd!C ns oc;.n T O 49- r;EVIEt~ ' ( f E CUIFED BY GEED Q a FC :`'f E FUR CD iPLIANCE C. ^ I 95' 6~ 926.80 1`-1^ i L[: F E iTRICI IVE CDIIVENANTS 76.87 ",!1D I i LJ RLSIFJCIFC~IS REQUIRED BY TITLE. 927.30 20' BASE ENT < ~ 25' NO BUILD 146 ZONE a~ ~16vs ~ 36.67' - IK_ I 0 71 A1C UNITY I Tree protection Fencing 92s.40 92820 0 20.71 0 927.70 PRIOR 6E TO S1 ART INSTALLED AND INSPECTED 19.46 o Screen All Mecf~Itns. units of ANY CONSTRUCCTIO N{liST CALL PLANNING DIVISION FOR ~NED IRAINAGE 11.83 FROM PUBLIC R.O.W. ' EASEMENT CAIN 10.78" PLANNING (MOON F.F.=930.53 ° o 00 145 0° ; M T.O.B.=929.53 N 147 N BASE=922.03 F.F.=928.00 10.00 F.F.=93 ] .30 o N M 0 oNo 0.33 N 12.00 0. N ' 0 928.20 06 928.20 ° 11.00 0 0 M 0.33 0 0 927.20 35' BLDG. LINE 10.00 9.00 V0 20.67 cj 924.90 i (44.57') ' (22.16) 27.33 SAN. SEW. TAP DRIVE E.O.S.=916.80 DRIVE 25' EASEMENT M 36.00' SLOPE=6.52% C MANHOLE T.C.= 9266 Street trees Required M~ `~.JJ CI~D NS~PL~,ATION E . ORDER 924.40 925.71 926.50 41.83' X 49.b6' 4' WALK 14 01 ~O 13.0' BiC WATER TAP 7.0 B/C ~%j p~ 8000 CALL INSPECTION. LINE TO 924.06 925.44 926.20 d, dip SCHEDULE INSPECTION CURB INLET (BMG) T.C.= 924: ~ y6. ti ZONING Cr-VFL1A'N0F_ ?OIFID :2 ~2 WYANDOTTE WOODS BOULEVAIDUL) A/C UNIT NEEDS TO BE SCREENED NOTE : BUILDERS TO PROVIDE EN MIFEMCCOMPIJANCE PER CITY OF DUBLIN REQUIREMENTS TREE PROTECTION DURING ALL City of DiNin PHASES OF CONSTRUCTION. APPPROV~E3O N TED BUILDER TO MAINTAIN EROSION CONTROL *"NOTE: WATER SERVICE SIZE = 3/4"." PLOT PLAN i HEREBY CERTIFY THAT THE We hereby certify that the foregoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered GRADE ELEVATIONS SHOWN Subdivision Plan. This Plot Plan is to be used by the Client for the sole ON' SQUARE FOOTAGE DATA purpose of obtaining a building permit. The use of the Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY THIS PLOT PLAN ARE THE other purpose is strictly prohibited. O'Fuq~ LOT 10 672.0 WALK 306.0 RESULT OF AN "AS BUILT" SURVEY BEN 2655.0 so°cov. 7709.0 PERFORMED ON = J. HOY HOUSE 73.s" 996.0 SEED COV. N/A DRIVE DATE URV i 24.88%- APPROACH 195.0 LOT COV. SURVEYOR OR BUILDER SIGNATURE SY t. Mel: LjJ F- Z Q //0 A . • DIMENSIO 30" ROUNp NAL Z Vr-f{ DIMENSIO SHINGLES LOUVER NAL WITH 5 4 TRIM ' 0 (D d ~0L / As h SHINGLES p altshin "true, Les m O C-)Q~ J im. V . . 9 usf be d~men sion~ 25 I year m~rnmu 1x8 FA ml~e 12 SCIA "F'~r~l 0- x • mm,mum wee 5/4x4 ERIE hf t7f 2 9 401b gg SOLDIER 10 ~ t1, Z W _O 0- o V) Q Cr~ • ^1 Sf ~9 aNiom I , ATTIC VENTILATINN N1Ui'aCfUC couRSE erS S ec~ficeb UWW}- OV) • PLYW 1' on • OOD " ` CRICKET AS Rte' GARAGE ATTIC cSO, FTGa 1x8 FASCIA 3p^ 12 . Z ~U0U{n 5/4x4 FRIEZE ROUND REQUIRED ATTIC AREA 262 LOUVER 10 ~ F- ROWLOCK ~ WITH 5/4 TRIM SILL 12 SOLDIER REO'D VENT tL 8oW ,tt7 ~ ' -j n :D X (D 0 F- . 10 • CRS. ARC H 5/4x8 TRIM ~ODU'~ k N rarAL AcruAL VENT l.e • . AROUND EXTERIOR OF 0UU>-per F QTY TYPE EA SUBT ~ OOR AND ~ 12 DYER D W0~ a~ WINDOW 2 RagF VENT 0,5 1.D ` • ~ 1Q GAHLE (1$ X 36) 1.6 GABLE (18 X 24) 1.0 . GABLE (24' RND) 5/4x6 ~ 18" PANEL pdQ" SHUTTERS TRIM GABLE t30 RND) 1.5 STUCCO TYP. U) V) 0- D EAV t STUCCO' . ' 2 E 8 X 16) 0.4 0,8 3 50 2 ' . _ REVISIONS ;y. U . ~ S DRIVc7 . ATTIC VEN.TILATIDN o a ~MRM 1,2/23/05 TEMP GLASS, AT - ' . ' . " >L TRIM FOR MAIN ATTIC ts0, FTGa I C S 0 . w . OPT'L HALL BATH • ~ ATTIC AREA 2002 ~ _ ~ WINDOW SECOND; STUCCO CUSTOM ARCH .STUCCO ~ ~ ~ TRANSOM . REO'D VENT t1. 3oD> 6J . ' ~ ~ METAL I z • . F OR . ROOF ~ ~ ~ . 2 BCA:..• 05/14/04 TOTAL ACTUAL. VENT 1D.7 Q N J 4 TRIM a 30" DIA. ROUND, VENT QTY TYPE EA SUBT ~ ~ . 5/4x6 ~ ~ ' ~ • 3 BCA 05/14/04 5 RaaF VENT 0,5 2,g TRIM ~ ~ 1X8 RAKE ALL SIDES DRIVET o w GABLE t18 X 36) 1,6 a z , 3 GABLE t18 X 24) 1.0 3.0 iv GABLE t24' RND) 1,0 4 BCA 05/14/04 1X5 FRIEZE FRONT ONLY 3. Z ~ U N a ~ ~ GABLE t30' RND> 1,5 13 EAV ( 30 ~ . I Il ' I Q E $ X 16) 0.4 5,2 ~ N r ~ BCA 05/14/04 36 6 cn ~ z O 3 60 2 ~ d 3 1/2" TRIM ALL SIDES .A o BCA 05/14/04 NATURAL SIDING FRONT t STUCCO• ' BRICK WATERTABLE BCA 05/14/04 w/ROWLOCK CAP DIMESIONAL SHINGLES ALL 16'x7' OVERHEAD STEEL DOOR 9 BCA 05/14/04 s; Jam:: DRIVET C 5/4x8 TRIM 5/4x6 I_ R " AROUND EXTERIOR 1X8 FASCIA ALL SIDES ONT ELEVAT TRIM ION A A OF FOYER DOOR & WINDOW BCA 05/14/04 SCALE : 1/4" = 1'-0" NOTE: STUCCO INSIDE WALLS D CORATIVE BLOCK OF PROCH ENCLOSURE 11 KR 6/30/2007 OPR 56650 _ PLANS BY NORTHLAWN CONSTRUCTION ' OPTIOpNAL FIR P 30" DIA. ROUND VENT HAT VENT TYP. SERVICES, INC. , CHIMN Y AC WHERE INdICATED E , SE PAN 30" DIA. ROUND VENT >UND VENT r I I 9 _ 9 DRAWN OPTIONAL FIREPLACE ~ I i i2 ~ - i ~ ~ CHIMNEY S REPLACE B Y ys ' -E PLANS BCA y I I 12 OPTIONAL FIREPLACE ~ I EE PLANS I I' 7 CHIMNEY, SEE PLANS I I r I I I ~ OPTIONAL I ' 12 I 12 ISSUE DATE w EXTENSION i i 4' RIDGE 12 7 ~ I 12 ,i-'=~~'~i VENT 7 -]7 I I , I ~ 1 i r--- ~ .I 2 I A' ~ F I I I I PLOTTED,.: 00 I 9 ® I i¢ 5/27/03 I SIDING (.44 MIL) I 3030 I I 0 , 2030 S.H. Ep I L 5/4x6 TRlM FIXED I FIX3 D r I ~ IN>;- . I TEMP. I I 4 Me ~ DIMENSIONAL $ I EGR. 1 A~~E I ' I OPTONAL BOX 8AY SHINGLES, TYPICAL ~ I ° I EGR.) I I _ _ • • I I 1x IM 4 -~•t MODEL Y _ , SIDING 44 MIL - ,1P 1x4 TRIM I , F: (1) SAVE - - ;3030 5030 030 _ 5/4x6 TRiM Y (FIXED FIXED IXED I ' ~ ~ _ , _ PTION jV- = I . _ - ~ 0 1x4 TRIM it===;l~ 5 4x6 TRIM ~ A I I 3060 S.N. ;.H. Q I~...NI / I w I~ ~Ir_ I 1 III I~f--~~I i I I I ' Z Ik_+~w~ll l u II I I I I A3343 I a OPTION liii iii OPTIONAL DOOR ' ' i 5060 I I I , 11 r I C - ill (III SEE PL ~1 I FIXED I I STU: C I I 2 4848 I11__~ ANS 30 -2 I I I I 0 + t I ! 3030 S.H. I I I I 3 s a I I I I - I _ ~ Iq III i a^• I I 3D -3 I I 3D60 3oso 1x4 TRf - 4 II S.H. o sH M I ^~II III I I I I I ~ ~ SH I I I - I I I ~---emu I I'-"- _ L_I - . I -L- - BRICK WATERTABLE OPTIONAL BAY WINDOW SHEET LEFT SIDE BRICK x4 DECORATIV ELEVATION LocK Ti V LOCK REAR E L V WATERTABLE PER FO DA B E ATION B CK AN A DA AN SCALE : 1 /8" = 1'-0" C - EER RIGHT S I DE ED ~T~ SCALE : 1/8 = 1'-0 D 5,1 Y SCALE : 1/8" = i'-0" A4 1 5:3r~ jr~ _ - _ _ ,r _ s1 J--- d i . Z X t DRAWING INDEX \ _ ~kx 7- A X ut W w SHEET N0. DESCRIPTION Q Q11 'I AO-A COVER SHEET O II^^ 0 UZW ~OC Al-A FOUNDATION PLAN -STANDARD BASEMENT a. w i f f ? Z La ova, Al-A OUNDATION PLAN -FULL BASEM T UW~ a A2-A FIRST LEVEL FLOOR PLAN o A3-A SECOND LEVEL FLOOR PLAN. cq n; ZO A4-A EXTERIOR ELEVATIONS ~ v .s x ~ ~ AS-A BUILDING SECTIONS -STANDARD BASEMENT vcnvacma ~ A5-A BUILDING ECTIONS -FULL BASEMENT A5-A BUILDING SECTIONS - WALKOUT BASEMENT REVIS1QN~x t~-- R E-7 MECHANICAL/ELECTRIC L PLAN - FI ST EVEL Lg , 05 } 4i ADD ADDI SHE£TS ME-2 MECHANICAL/ELECTRICRL PLAN -SECOND LEVEL 2 MRM GIG. 2004 COp~'.tHANG ' ^ S1-A FRAMING PLAN -FIRST FLOOR - STND BASEMENT ~aY.. t S1-A FRAMING PLAN -FIRST FLOOR -FULL BASEMENT S2-A FRAMING PLAN -SECOND FLOOR S3-A FRAMING PLAN -ROOF S4-A ROOF TRUSS PROFILES U SQUARE FOOTAGE RWP ROOF WATERPROOFING PLAN s CRAWL 776 sq. ft. ApppOVEDPIANSMUSTBE~N K1 KITCHEN CABINET /COUNTERTOP LAYOUT ~yY PARTIAL BASEMENT 1,064 sq. ft. SItEFORALI.INSPECTIONS. D** FOUNDATION DETAILS FULL BASEMENT 1,840 sq. ft ~,pa FIRST FLOOR 1,840 sq. ft. D5 STANDARD DETAILS i% 1 ~ ~n T 4 SECOND FLOOR 1,503 sq. ft. D6 FIREPLACE DETAILS PLANS BY t; 4. NORTHLAWN; TOTAL STANDARD LIVING AREA 3,343 sq. ft. CONSTRUCTION TtiESeDw~winx3stUVe SERVICES, INC. BEEN REVIEWED FOR AND Y ? gHp~~0pMP1.Y WI1N TN6 OPTIONAL BAY WINDOW AT BREAKFAST 18 sq. ft. ZooeEanot~Ofnie DRAWN BY fu OPTIONAL 2'-0" GREAT ROOM EXTENSION 40 sf. ft. ~~~I~uaF~n~o ~o BCA OPTIONAL 4'-0" GREAT ROOM EXTENSION 80 sq. ft. ISSUE DATE OPTIONAL BONUS ROOM OVER GARAGE 160 sq. ft. D** INDICATES D1, D2, OR D3 DEPENDING ON BASEMENT DEPTH PURCHASED \SED OPTIONAL 2'-0" BEDROOM 2 EXTENSION 25 sq. ft. ~r PLOTTED . OPTION DRAWINGS 5/27/03 - BONUS ROOM /JACK AND JILL BATH (REPLACCS SHEET A3 ) _OOR) MODEL POWDER ROOM (FIRST FLOOR )/BDRM 5 WITH FULL BATH (FIRST FLOOR ) 3 CAR FRONT LOAD GARAGE i ~ DESlCNCRdTERIA - 2 CAR SIDE LOAD GARAGE Pr xousscoaowc 3 CAR SIDE LOAD GARAGE . A3~43~ ASSUMED sons irva nE.ao ROOFLOAD rtooPi.oao necRi.rve~.o BONUS ROOM PLAN ~ FRAMING PLAN ~ ELEVATION soaaxcr ss nres u os yaws wiocenwc wrce~n,~Nr. rnai.swrrtorrvn~ 2-CAR SIDE LOAD GARAGE w~ BONUS ROOM e,swrsr sr,m~,a. gorse- :orsr ssrss• +srsF~ ~ +n ~I 3-CAR SIDE LOAD GARAGE w/ BONUS ROOM CGIMAT/C & GEOGRAPHIC DESIGN CRlTERL9 GROUND WWD SEISMIC SU&lF,CTTOOAMAGEPROM yy~y~E,p IC6 UAM }'/,ppD MFM' SNOW LO SPEED DES CAT WE9]HF,R ~ T UST ENMIlS DECAY DES iiNP NE~'D HAT9R~ FREEZE TEMP TITLE LEGEND N Q SHEET . IOPSF• 90 A1PH B• SEVERE Y' M06HVY SLT-MOD JDEGF lE5 NO YES SO DEG d TYPE __I- - SHEET TYPE •25PSFfN "3fi"OF.F,P ML(CKINGCNIY 'IACpNG 'LMKING LICKINGCN]Y DFJAWAFF. GN%Y, UPPERALING]tlN CN?Y=40 CNTI'=50 A 0 - A u :11 SHEET N0. - r T NO. ELEVATION TYPE TYPE 1 w ~.e...,~ a _O 1 1 1~" 1D'-5 .I,~'?„ 2:~'-6 1,/`~' ~~1'-10" _ , I v } LLJ I 't .k_.-..,- .w...er_, ..,,~..~..._..,..,__.__._..._..-...-_n , _ r-~---------------- i DECORATIVE BLOCK i r----------- ---i Z Z 7:5 DECORATIVE BLOCK I r---- i I i I I 1 1. ~ I ri-- ---r-~ -,I o II r-----------I II i ~ ii~~ I _ I II I I II II ! 1 II II I I II i II 11 j ' I i I I I I - i ' I I I I I I I I ! 1~_U 1 I I YS_- ' ------1 ! } ix- I a r _ i i t ,sic - „ I I 1 1111~G~11 `,t11L?11 ' L1111U111 (111.1111. ' ~~11 .11~1L11,1111 I I I I I f ~ i i I I 7 I I I I l I~ - j I? j I I OPT'L FIREPLACE I I I f/ I I I I OPT'L FIREPLACE ? I I I I rrJ I I I. I I~' I ~t I I COORDINATE WITH I I I~ I I I COURDINAIE WITH i f~/ I I I I I I , ~ FIRST LEVEL PLAN I L)J ZF-[wry I ~ FIRST LEVEL PLAN ~ z r~ I i r r - 7~~ i'~ I ~ I +o_ I ~E ; 1 r r I 1 1_r",~:,. ! h -1'~ ,`Jlti tL!t~'Liil I ~ I FI-~ ;v91~ :~,-~LII~h~1 I I I I--- -4 (D - L----J 1---~~ L- --J L----J L----J 1.7, \ i ; RELOCATE RECEP AS I I I , " ADJUST REBAR APPROX LOCATION OF i , PILASTER, FILL CONC ADJUST REBAR APPROX LOCAl1ON OF REBAR AT , SHOWN WITH 4-0 SPACING AT EXT REBAR AT 6'-0" oc I I BLK CORES SOLID ; SPACING AT EXT 6'-0'~ oc MAX SPACING, GROUT ~ EXTENSION MAX SPACING. I ~ BELOW BEAM WALL AS REQ'D 5OLID TO FTGS w 2500 PSI GROUT WALL AS READ , , / GREAT RM Ar [A z V) 4 GROUT SOLID TO I I (TYP} I I -GONG BLK LOW WALL, TOP 8" CONC BLK FNDN (I L 8" CONC BLK FNDN FTGS w/2500 PSI I I ~ ' WALL WITH 8"x16" I I OF WALL TO BE MIN 4 ABV WALL WITH 8"x16" , pU al POURED CONC GROUT (TYP) i CRAWL SPACE WALL FTG POURED CONC / I I c~ c~ v~ ,ems _ SPREAD FTG, TYP I I I SPREAD FTG, TYP ASEMENT F I I CRAWL B / BASEM_NT I I , - BEAT RM - 4 EXTENSION GREAT RM - 4 EXTENSION T RM 4 EXTENSION G GREG - - ~--~~~~j. EC A PLAN PARTIAL FOUNDATION PLAN FALL BSMT ,PARTIAL EL TRIG L { ~ , PARTIAL FOUNDATION PLAN STND BSMT , i B ~ m._.a~-.~__.~_.__~ G A} " ~ SCALE : 1/4 = 1 -0 SCALE . 1/4 = 1 -0 ~ SCALE : 1/4 - 1' 0" 1 EFT SUE NEW w ~ t~ . L 5_. rr11 1G 1,,'~" ~14~ _ 11` -10" 1- - , - - _ , ~ -1,~ r--~-~--i ,L -~I I DIMENSIONAL SHINGLES 4'-4 1 r~." „ , i~." ~ ' J _ ~ ;,1 G" ~,',..I,," ~1'_s1 1,~'.a-~ 6' OPTIONAL FIREPLACE ' _ ' ---~------------1=- - i CHIMNEY, SEE PLANS i i TYPICAL ALL SIDES NAL SHINGLES: ALL SIDES pK I FI -'i- - - 1x8 RAKE BOARD ! r ~ i_____ r-i OMIT WINDOW _ I ~ i OPTIONAL i i TYPICAL ALL SIDS yI ADi a GDIERAL RE FRAMING 12-2x6 - I i i ~ F° =r ~ i i I WITH OPTIONAL ~ 2 2x6 ; I I I ~ I EXTENSION I I ? ~ `e; I I I I 1 1 1 I I .WALL i I ~ I I 1 1 'u- I I I 1x6 FRIEZE BOARD, TYPICAL WALL I ; i 11 ~ (~;i '1 I I !FIREPLACE ~ ~ I I ~ I I I I 12 ALL SIDES + I t . F i k ~ _ m. \ f I I E I i ( ,v ~ ~ ~ ~ I I i~ I ( \ ~ ~ ~ . I ~ ~ ,1 ~Il ~ I I i ~ ~ ! ~ 3430 I I 3430 (2) FALL ~ ~ ~ ~n I . , .V ~ I 8 FULL HT STUDS ~ ~ . ~ J I ~ I ; ~ ~ I, y I HT STUDS ? ~ 4 ~ . I i I I ~ r ~ s (2} ,:ACK STUDS I I I I OMIT WINDOW ~ IX ' ~ I WITH OPTL ~ ! I (1) JACK I FIREPLACE ? , EGR.)I I C D I a e EGR.) 1 ~ I EGR.) I .STUD (2} FULL ~ , - , r ~ r ` ` LA SIDING r ~ o HT STUDS , I I i ~ ~ - - - - - 3430 ' 430 - ~s--.SJ~~ - c~ OPTION I ( 503 I w ~ ~ ~ ; • . I ~ I IXED ! ~ ~ I IXED w - ~ FIXE~ , z N w w _ I, (1 } JACK ~ : I, I ~ o z Q 4'-0" ~ a Q _ STUD I I I ~ ~ ~m ~ , ~,,,_m._.~. ,.......__el , ~ ~a~wv EXTENSION w 3 3 ' ; ~ I GREAT RPM , I~O~ !Y ~ h I I r- , I I I I I I I I i h- p A I I I III , UELOW I j' I g I ~ ? w FIREPLACE OPTIONS I J1 I i ~ 5060 ( I I I LINE OF SECOND I I j 1 1 ~ l FIXED i 1 k I ~S W ~.+~-LEVEL ABOVE MASONRY , I I I I i I 3060-2 ~ ~ I III 3060-3 I I I \ 1 1 { I ~ I I DIRECT VENT I I ~T~ I I ~ S.H I I i~ ~ III S.H. ~y.. fix.. I 11: ;11 I j. I l f I I I ly-lu I I ~ I PRE-FABRICATED I • ~ ~ _ _ yNL ~I®CPT ,R AT RM I ~ ~I ~ _ _I- I , I C E 3-SIDED I ~ I - 4 PLANS BY --y I :i I ~ ~ ~ I I i- r - 2-SIDED i 4-r i _ I NORTHLAWN N ; - I _ L_L__j__1L-- I I L~ ;_J J - ~ J OPT BAY WNDW ~ L___1_ ~ IT BAY WNDW CCNSTRUCTIiIJ - NSI GREAT RM - 4 EXTENSION GREAT RM 4 EXTE ON SERVICES, INC - EC ND FLOOR PLAN REAR ELEVATION FIR T FLOOR PLAN PARTIALS 0 PARTIAL S ' ,B ~ _ ed- j ~ SCALE : 1 4 = 1'-0 SCALE . 1/4 - 1'-0 SCALE . 1/8 1 -0" / _ DRA'10- B `l Az c BCA ~I __._-.._....___________..W_-~__.____.___....________...»__________-__m.._.....__._~____.___ _.__.__._._.a®_.~. __-W________.__.____,.~___W_.___.__.____..__..W_____._.__...........n...__.-....____-._._...w...._._.._............._....-.-...-.__._______ OPTIONAL FIREP ANS CHIMNE ,SEE L ISSUE GATE 4 r~-~i I I ~ r F''~'j=~-EMI>IP~IEL'f?Ld 4~ , ~-J11` ~ r~C:I ~ ~,.i:; 3) 2x6 COLUMN (EA END) I I ~ ( I I 12 12 PLOTTED ~ I I ~ 7 I I ~ ~ ~ _ I I - 2x8 3 - 2x8 3 - 2x8 I i I I I I I! I I I I I I ! II I I ! "~_7 i - ~ i I , TRUS MODEL I I _ g I I I I I I ' . I I i I I I I I I I I { I I I I `-7 ~ I LAP SIDING I I 1 i I € f if" GIRDER TRUSS T-71 , I ( I I I 1 ~ I TEMP. I - _ - - - - - -I- - - - I - -1- , i A334: i I OPTIONAL BOX BAY 4 I I I I I I ! I I ( ! I I 1 I I I I [ I '`'d- ! I I I I i li'j I _ DUBUN I ---I - ! - I I i I ' ~ I ! I I ! I I ! I I i ! I ( I I I I I E ~ I r~~.. I I I I I ,t f` I I I ,fi_ _ T I ~ I I .r 5 I I LL irF~ I ~ I ~ 7 ~ ~ I Y - ' ~ I I Ilf.aa~ll L.C i I I ' ( 111 r~= i { I I € I I ( I i ~ I I I I 1 I I I I i I i''•,..., I ~ I ,:'1 r7~' 1 I I I I Z ~~j l y l I ~j I I ~ I I f'~. I I i i OPTION iui ill ( i f'` V~ I ~ I tea I II L--~ II I 1k II SITS y 6. i ~ € I I - -I- - d ~ I I I 3030 S.H. I ~ 11 I I 1 I I I I I I i ~ I I ! I i ! i I I I i I I I I ,'~I I I I I ! I III I I i~ I I I ICI ~~I , ! I I II I I I - - - .I_ I I L"_~S' - - - - - - - 0 AL 4-0 - ~ - SION C' 4 EXTENSION GREAT RM 4 EXTEN GREAT RM k A? r ' 9 P ExTENS104 i~-~ PAN LEFT ELEVATION FL00~~ FRAMING PLAN ,PARTIAL ROOF FRAMING L ,PARTIAL FIRS ~ f I F E ~ „ „ _ „ f = „ SCALE : 1/4 = 1 -0" SCALE . 1/4 - 1'-D '`~,Y,~ SCALE : 1/8" 1 0 * ~ ~t ____-w_~r_~.____ _ _ ---,_.n_...~-, _ _ _ _ _ - - - x~= I...°~ 1 52'-0° 32'-0" 20'-0" LLl O 7 _ La x z I- 4 Q' O OQ' q ; o -c„Li: x LAP SIDING i------------------------------------ I BRICK STONE VENEER OR STUCCO OPTIONA BAY WINDOW I pPTIONAL FIREPLACE OP110NAL 4 EXTENSION I A C L COOR INAT WITH COORDINATE WITH I 1 ® / COORDINATE WITH I D E I FIRST LEVEL PLAN FIRST LEVEL PLAN I FIRST LEVEL PLAN ' 0-1 LL D ORATIVE I BLOCK ~r I i i I i Z W " ® : i i i I ®TOP OF WA TOP OF WA L TOP OF W L ~ I I I I p 0 O' Q Q'i 3 ' - ----------------J---- r -------------i------------------------------- ----------1------------------------a-------------- - UwLLJ N N N I ~ • • I I ® r ~ r I I I I r--------- y O I I I I GRADE GRADE RADE I I i WALL REINFORCING TYPICAL, iv I I h- N 0 ~ I I #9 BAR AT 72 O.C. SHOWN ~ I I OUC.?,m~~Z I 8" ONCRETE B OCK o I I I i F UNDA ppNN WA L WITH FOOTINGS I + I 8p x 16nP0URE CONCRETE I I I I SPREAD FOOTING TYPICAL iv I CONCRETE BLOCK LOW WALL, I I + i TOP OF WALL TO BE MINIMUM N ~ 8 CONCRETE BLOCK i I N N SCALE : 1 2" = 1'-0 SCALE : 1 2" = 1'-0' SCALE : 1/2° = 1'-0" i i „ ; 4° ABOVE CRAWL SPACE WALL ~ ~ BAUx DATIQ U~A L ON RETE I I / / ~ I I 32 x 16 BASEMENT ~ ° I I Z ~ SPREAD FO TI TYPI A.L I I WIN W TYPICAL I I~ WALL DTL. W/ WALL DTL. W/ WALL DTL. W/ iv I WHERE INDICATED ~ ~ __----------t° - - I I I - BASEMENT - r ~ , , I: 0 STD. BRICK AT STUCCO STONE DECORATIVE I I - - iv - I \ I N FRONT ELEV. & AT FRONT ELEV. BLOCK TOP (3) .4 CONCRETE SLAB OVER I I I % 6 MIL. POLY V.B. 0 ER 16 x 16 CONCRET BLOCK I I SIDE RETURNS & SIDE RETURNS COURSES AT SIDES ~ ; I 4" CLEAN GRANULAR FILL ~ PIER WITH 30 x 3 x 15 I ' ~ I `i I I ONLY ONLY ~ REAR & FRONT ~ i i 18'-3 1 2' 8' 3 3 4" ; , CON~iE~ 1F~p~ TIN I I IF DETAIL 1& 2 u~ r I I 13 3/ , I DO NOT APPLY 2 I i I ~ I r R EVI S10, { . I~ I I PILA TER I I A' wm O I 3 ROWS OF DECORATIVE BLOCK ~ I I 3" DIA. EEL COLUMN I + r--------~ r--- - ~ INSTALLED AT ALL I i 36 x/36 x 18 THICK , i I I I I oo ~ I, SHALL BE CHANGE ~T q N ATI N WALLS N I I CONCRETE FOOTING I I i i o i i i A I I EXTERIOR FOU D 0 ~ I i r I _ I _ - _ - _ - -STEEL BEAM ABOVE_ - - _ I _-9- - STEEL BEAMI _ _ I _ -STEEL BEM _ _ -I _ REVISED FI4: - I STRUCTURE EXCEPT FRONT ELEVATION & oo I I ' I T- T A VET ~ T ABOVE I I TAR SHOWN AS ~ ~ I I i I I I I N BO I I I I RETURNS THA E ~ I I I r I I I I + I I STD. BRICK OR STUCCO STONE d' N I I + L---- ---J L--------J L----j---J I I r~ 2 KR 6/OfQQ NO STD. CONC. BLOCK SHALL BE I I I , \ I 6 OPR 5665Q,4;//2\ EXPOSED AFTER FINAL GRADING N I i i 3" DIA. STEEL COLUMN \ I I I.• I I i 36 x 36 x 18 THICK I + CONCRETE FOOTING I ' I + I I I I + V ~ I.O.) ~ I i~ I , - I , ~ I fi I 12 GENERAL FOUNDATION NOTES: I I ~ PILASTER - - I I ° DATION WALLS SHALL BE 30" MINIMUM BELOW GRADE TO BOTTOM OF I ~ ~ A, I SMOKE 8" x 16" CONCRETE CRAWL SPACE , + .I 1. ALL FOUN ? I , STEEL BEAM A OVE II+ I DETECTOR I + o >t I - FOOTING OR AS REQUIRED BY LOCAL AUTHORITY. I _ - _ - _ _ I I SPREAD FOOTING 6 MIL. POLY. V.B. OVER I I ~ I 1 00 ORTLAND CEMENT I ~ ~ ~ ~ i i ~ 2" CLEAN GRANULAR FILL I 2. ALL CONCRETE SHALL BE TYPE I P ' si AFTER 28 DAYS. SEE CABO 1995 i r~ .H.`' i i_ - - , ~ PROVIDE MECHANICAL ` I I - MINIMUM Fc = 3000 p ( ~ ) I (ELECTRICAL W L~__~cc__7 ~ VENTILATION I + - AIR ENTRAINED CONCRETE PER CABO, 1995 'SECTION 402, TABLE 402.2 I (PANEL .~-r' ~ ` I I I - 6 MIL, POLY. VAPOR BARRIER UNDER ALL CONCRETE FLOOR SLABS ~ ~+-'"I' I ~ -SLABS ON GRADE, SUBJECT TO DE-ICING SHALL BE TYPE II CEMENT. I I ~ ~ + - + I ~ r' I I I ~~i I r~• O i i ~ .I I I i~ b5, 3. ALL FOOTINGS SHALL BE FOUNDED ON NATURAL UNDISTURBED OR PROPERLY GAS I DRAINAGE SYSTEM ACCESS „I I S - I I I - - - STEEL BEAM ti- -I ~ METER ~ I 2 PIECE 4 8 PRE-CA T LfNTEL, ~ I UP - ~ I ~-T ~ I COMPACTED SOIL. 95~ STANDARD PROCTOR DENSITY.) I MINIM 8'~ B RIN AT EACH `~~I ABOVE I I I END T PICAL E E S I r 4. REINFORCING STEEL SF',ALL BE Fy = 40 ksi (40 GRADE). A MINIMUM OF 3" oo ' ' L-_______J PILASTER OF CONCRETE COVER SHALL BE PROVIDED OVER ALL STEEL. r' ~ + I I I I ~ I I I I ~ i SUMP FLUE I a ~ ~ 5. ASSUMED SOIL BEARING CAPACITY = 2,000 psf (CONTRACTOR VERIFY), o I I UP I I 11'-8 3/8" 12'-0 1 /4" IF A PROFESSIONALLY ENGINEERED SOILS REPORT HAS BEEN PROVIDED I WP/GFI ~ i 8Y THE OWNER, THOSE FOUNDATION RECOMMENDATIONS SHALL TAKE I I ~ GYPSUM BOARD r PRECEDENCE OVER THAT STATED AND ASSUMED ABOVE. ggCyE 4~ g r r ~ I I I' I . • ~ RE UIREDT PIERAS + I I I i I I I r I ~ v 1 tA 6. DESIGN LIVE LOADS: ~ fi I I I I J I 1 2 I r ;l z7 ROOF = 25 psf ;t, i i -0 I . F OR = 40 sf I I STEEL BEAM I I STEEL BEAMI I ~ i i ~ LO p ABOVE I I ABOVE I I r I I~ „ HOLD DOWN FOUNDATION ' I L________ L________J r I I M M PLANS BY 7. STRAP ANCHORS OR 1/2 DIAMETER ANCHOR BOLTS SHALL BE EMBEDDED 16 ~ i WALL 16 AT OPTIONAL PILASTER I I / I I MINIMUM INTO FOUNDATION PLACED 4-0" O.C. MAXIMUM AND 1'-0" FROM EACH I ;E, I GARAGE MAN DOOR I I % i i I NORTHLAWN CORNER THROUGH-OUT. ' I I I ' I I I I i i CONSTRUCTION I 2 PIECE 4 8 PRE-CAST LINTEL, 8. ALL OUTSIDE BACKFILLED PERIMETER FOUNDATION WALLS SHALL RECEIVE I I MINIMUfvf 8'~ BEARING AT EACH I i SERVICES, 1NC I END TYPICAL WHERE SHOVdN I I I WATERPROOFING FULL HEIGHT AS PER CODE. , I I I I I 11'-8 1 4" 8'-3 1 2" 2 I• I I I / / I I I I I I I I I I I ti I I I I i r DRAWN`: BY I I DECORATIVE BLACK i I ~ 12" BLOCK I I I I FRONT SIDES AND REAR I ~ AT CORNER OF I + B CA I i ~ i I WATERTABLE I I I I I ~ d, I I ~ I I I ~ I N ISSUE'pATE I I I I N R ~ y dh axaxl6 REC ~ ~ I UNEXCAVATED I I z CONC BLOCK I i i I I r- 03 - 8X8X16 SOLID ~ i i i I 12" BLOCK r - I I PLOTTED: HEADER BLOCK I I I i I N S" DEEP i ~ I~ 2. D STAND ON EDGE N 2 I I I I 0 0 5/27/g3 N I I I I x 21" WIDE i i i i A5 TRACK I I 8" CONCRETE BLOCK I I CONC. FOOTIN o , ~ ~ + LARAGE DOOR I I F~UNpA;~pN WA L WITH I I I I i UNEXCAVATED I I BRICKLEDGE I S x 16 POURS CONCRETE I• I ~ I I I SPREAD FOOTIN TYPICAL I I I I i I d~ I ~ ' + I I I I I MODEL'S I i i ~ I I I 2 I I ~ I ' t l 2 I I I ro I I i I L------ I 00 r I i 12" BLOCK ~ i- - I i I I r " I i AT CORNER OF i ~ ~ 16'-4 I I WATERTABLE PIECEE~ 4,~8 PRE- A$T LIN HL, I 2 A3343 4 . I ~INIMUM 8 BEARIN AA EAC 2 I I END TYPICAL WHER SHOWtJ i ' I o B Q OPTION I HOLD DAWN FOUNDATION I I I A5 A5 GARAGE DOOR JAMB I I WALL 20 AT OVERHEAD I ° BRICKLEDGE BRICKLEDGE FULL BASEMENT GARAGE DOOR I NOT TO SCALE I i I I 2 OPTION I L-------- , I I Z ' N i 2 12 1/2 COURSE FOUNDATION WALLS . ~ 13 COURSE FOUNDATION WALLS SHEET, r FOOTINGS WITH REINFORCING A DUBLIN Yt y. ~ N A5 2 SHALL COMPLY WITH S CTIO z 250.50 OF THE 2005 NEC. ~ 2'-2 2 2-2 16- A 1- A yx. 20'-8" 11'-0" 9'-0" 11'-8„ OPT'L FULL OPT L FULL BASEMENT PLAN FOUNDATION BASEMENT A y SCALE : 1/4" = 1'-0" 7 a' c a r ~ri r EW. r 52'-0" f '4 19'-11 1 2" 19'-8 1 /2" 12'-4° / W g'-g" 8'-3 1 /2" 2'-0" 4'-4 1 /4" 5'-g" 5'-6" 4'-4 1 /4" 5'-9 3/4" 6'-6 1 /4" ATION SCHEDULE LIGHT and VENTIL OPTION w DAYLIGHT 8% VENTILATION 4~ o~ 4'_0" . ROOM AREA - REQ'D ACT'L REQ'D ACT'L °j ~p ~ - i EXTENSION k V) LL d~ i FULL HT ST 1 LIVING ROOM 170 S.F. 14 S.F. 36 S.F. 7 S.F. 18 S.F. ~ ~ (8) UDS (2) FULL U ~ pRM~ cq; LLJ ~ X „ ~Q 1 2-2x I DINING ROOM 172 S.F. 14 S.F. 42 S.F. 7 S.F. 21 S.F. 2'-7 I - - (1) JACK 1 . I 11 =F°~; ~i l I T f" Cr ° U a- POWDER ROOM 32 S. F. 3 S.F. ART. 1 S.F. MECH. II I I I I r ii ~1 i i ~ I OVVn0CC~` U WILL) STUDY 190 S.F, 15 S.F. 36 S. F. 8 S.F. 18 S.F. N,I I I ~ ~ I I ~ I O p p I - I I I'~ 1 GREAT ROOM 320 S.F. 26 S. F. 99 S.F. 13 S.F. 18 S. F. 1 Z. W g8'- - w I I ~,Y, -1 _ ~ ~ Qo 90 S.F. 7 S.F. ART. 4 S.F. MECH. OP110N ~ z ~ I I ~ ~ ~ T I BOX TO CU. I ~ li nl I LAUNDRY AY WINDOW ° to?a _ ~ N~ ( , N-Z KITCHEN 160 S.F. 12 S.F. 12 S.F. 6 S.F. 6 S.F. \ w ~ N I~ p p (2) FULL HT STUDS OMIT WINDOW WITH ~ ~ 1 `~I` ~ r- Q ' II I o > d ° •I , 1 I THIS LOCATION FOR z I I r I J w ° 2 I (1) JACK STUD OP (ZONAL FIREPLACE I I L- ~ j 2 ,IDED FIREPLACE o i BREAKFAST 170 S. F. 14 S.F. 54 S.F. 7 S.F. 27 S.F. I ° _ ° N I I 1 \v I I ~ F II zz~t).. ~ v~: ~ ~ 1 ~ r I ONLY a ; 77 X ~ ry ca BEDROOM 2 152 S.F. 12 S. F. 30 S.F. 6 S.F. 15 S.F. ° a I LINE OF SECOND 1 1 I ~ ~ inn i o ~ LEVEL ABOVE 'F_~~T ~ I n u I I 1 ~ r 1.11 PRIVATE BATH 46 S.F. 4 S.F. ART, 2 s.F. MECH. BREAKFAST VNL I CPT I I ICI STUDY ~I J J I I I I BEDROOM 3 125 S.F: 10 S.F. 30 S.F. 5 S.F. 15 S.F. J J ~ _I I ~ Q a F I r-- I ROOM OPTION Uw I W 3 3 I l l r-~- I I , HALL BATH 59 S.F. 5 S.F. ART. 2 S.F. MECH. I z I LL.L_1L- -JJ ! BEDROOM 5 AND F r___-- o ~ x I rr~, FULL BATH F 1 ~ 1ST`/' - .F. I I' ~ I p? w FIREPLACE OP1lONS " 1 I I ~ i , BEDROOM 4 162 S.F. 13 S.F. 15 S.F. 6 S.F. 8 S I I I , I ° I I I 1 n u~ MASONRY II I 279 S. F. 22 S.F. 45 S.F. 11 S.F. 23 S.F. 1n I I 3-6 I I I I I I I THIS LOCATION FOR MASTER BEDROOM I I DIRECT VENT ~ 1 I I I PRE-FABRICATED INTERIOR REVISION 123 S.F. 10 S.F. 16 S.F. 5 S.F. 8 S.F. = i PRE-FABRICATED i 4'''J WALL FIRE PLACE OPTION MASTER BATH I I , I I _ H - I 3-SIDED ~ I ~ JMS' ;D9~Q9tA~ - FIREPLACE OPT10j l Pf l T MASTER TOILET 19 S.F. 2 S.F. ART. 1 S.F. MEC ~ o ISLAND I 2-SIDED F I - ° d a + it i x 54 S. F. 7 S.F. 27 S.F. 2 I i I N BREAKFAST w/ BAY 187 S.F, 15 S.F. GREAT ROOM J~ I I OPEN TO ABOVE z GREAT ROOM 360 S. F. 29 S.F. 99 S. F. 14 S.F. 18 S.F. N I ~ I o I ~ ' ?_r w/ 2-0 EXTENSION ~ N ~ KITCHEN STAIR RAILING - „ ~ F= i I \ I ~ 2'-4 1/2° 2'-4 4-3 10-5 I ~ r GREAT ROOM 400 S.F. 32 S.F. 99 S.F. 16 S.F. 18 S.F. NO SOFFITS I N ° iv w/ 4-0 EXTENSION ~ I 3080 •I 1 N I I ~ I I 0 BEDROOM 2 17 S.F. 14 S.F. 30 S.F. 7 S.F. 15 S.F. ~ ~ OPEN G - I 2668 1 F w/ 2-0 EXTENSION 5 I ; , i i LINE OF SECOND a I I I ~ I I LEVEL ABOVE I o BONUS ROOM 152 S.F. 12 S.F. 30 S.F. 6 S.F. 15 S.F. o L___-- I ---I I I I ° ' I i+7 I I 10 1/4' 6'-0" 0 1/4 4'-2 1/8" '-2 I ~ ~ ;I; I I (V ; 1 UP 2468 PWDR. 1 ° BEDROOM 2 (B.R.) 128 S.F. 10 S.F. 30 S.F. 5 S.F. 15 S.F. ° ~ i i 4'-0" ARCHED o CPT. VNL R M N I "I _ I I I ~ 00 F ~ NI I e _ J -pp =F TH .R. 57 S.F. 5 S.F. ART. 2 S.F. MECH. DRYER fl ; I I OPENING ~ I 6~, N PRIVATE BA (B ) VENT _ _ _ I I PER DETAIL 6 \ \ ~ a a ~w 1 ' - 42 VAN. MASTER BATH B.R, 149 S.F. 12 S.F. 16 S.F. 6 S.F. 8 S.F. i II i IL__IJ I> ~8 i i _ ( ) GAS I ' - J 6 I I METER ~ I I cv 2668 ~ 0D _ _ _ _ _ I I ~I I I B.R,) WITH BONUS ROOM OPTION, BDRM 2, PRIVATE BATH AND MASTER BATH, N I I 2 ~ \ N iv 1 RD /1 SH D HANGE SIZES SHELF ABOVE ~ b 1 >t o LAUNDRY BOX ~ `,1 I I in fi I OPTION I I ~ ~ ~ ~ ~ ~ 5'-41/8" 6'-11 7/8" t IT CTURAL NOTES: I LAUNDRY SINK GENERAL ARCH E z x3111 LAUNDRY 1._5:. FLUE iv OPTION N J 1, ALL WORK RELATED TO THIS PROJECT A5 CONTAINED HEREIN IS REQUIRED zo ii \ BUTLER I ~ GALLERY zo TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND oZ II OPTION ~ PANTRY 12'-0' 7 8 1/2 I o_° 1 R} ~Y D ORDINANCES. ANY DISCREPANCIES FOUND IN THE DRAWINGS MUST BE ~3 i i POWDER ROOM 2868 I VNL, CPT. `0 ~Z I BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. o ' p ~`b 1~ N LINE OF SECOND o3 ry ti~ \ LEVEL ABOVE ARCH OPN'G ~ Aff 2. ALL DIMENSIONS ARE NOMINAL TO FACE OF STUDWALL, CONCRETE, MASONRY, I ~ 10480 UNCASED OPENING 2 PER DETAIL U g OR FURRING UNLESS NOTED OTHERWISE. DIMENSIONS TAKE PRECEDENCE OVER - - - - - - - - - - - - - - - - - - - I OI I - i - - N SCALING. (NTS) INDICATES SOMETHING ON THE DRAWINGS THAT IS I "I I I i o ~ iv DIMENSIONED ACCURATELY BUT DRAWN "NOT TO SCALE". I N 1_~__ I / "I r ~ \ 1 ~ 1 ; 11 -0 8-11 1/2 1/2 10-4 6-0 ~ ~ PLANS BY 3. -ALL FIRST LEVEL EXTERIOR WALLS ARE 4" (3 1/2" STUDS WITH 1/2" 1 LIVING ROOM rn NORTHLAWN ° t HEATHING TYPICAL UNLESS NOTED OTHERWISE. I I - ' STEPS DOWN 11 1/2~ 10 1/4" 10 1/4'~ I I EXTERIOR S CONSTRUCTION ' - ALL SECOND LEVEL EXTERIOR WALLS ARE 4" (3/12" STUDS WITH 1/2" L-------- AS REQUIRED II 6380 UNCASED -''ll EXTERIOR SHEATHING) TYPICAL UNLESS NOTED OTHERWISE. OPTION FOUNDATION LEDGE II OPENING ~I SERVICES, INC. H RE SHOWtJ ~ ~ N ~ -ALL INTERIOR WALLS ARE 3 1/2", TYPICAL UNLESS NOTED OTHERWISE. 2868 EXT. DOOR TYP. W E I I I LINE OF SECO D I I I WITH CONC. STOOP LINE OF SECOND ~ LEVEL ABOVE II ~ J I T iY. F~ 4. ALL EGRESS WINDOWS AS INDICATED ON PLANS SHALL MEET CODE. LEVEL ABOVE I I FOYER z3 - MINIMUM CLEAR OPENING OF 5.7 SQ .FT. I I OPEN TO ABOVE I I oo I - MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES CPT. VNL. VNL,~I~CPT. Fz I DRAWN BY - MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES GARAGE DINING ROOM I I a I I o BCA 5. FIREPLACE REQUIREMENTS : 4" AIR-ENTRAINED CONCRETE " - PRE-FABRICATED FIREPLACES TO BE INSTALLED AS PER MANUFACTURERS SLAB OVER 6 MIL. POLY. V.B. ° p AP I ABLE CODES. ON 4" CLEAN GRANULAR FILL N ° ISSUE DATE m _ S ECIFICA1lONS AND ALL PL C - MASONRY FIREPLACES TO BE CONSTRUCTED PER ALL APPLICABLE CODES. SLOPE DOWN MINIMUM 4" N~ - PROVIDE OUTSIDE AIR PER SPECIFICATIONS AND APPLICABLE CODES. FROM REAR TO GARAGE DOOR oo~~ O ~ cp=,~ ° 6. 'ALL BUILDING MATERIALS, COMPONENTS, TRIMS, CABINETRY, FIXTURES, I oho iv PLOTTED FINISHES ETC. SHALL BE AS PER BUILDERS STANDARDS, OR AS OTHERWISE N 3~ 11/26/03 'd~ SPECIFIED BY THE BUILDER. D STUCCO 5 7. ALL ANGLED WALLS ARE 45? UNLESS NOTED OTHERWISE. INSIDE WALLS OF PORCH ~ 2 0 8. ALL FIRESTOPPING REQUIRED TO BE INSTALLED AS PER CODE (CABO, 1995 - r------------------------ ~ ° "I 3 BRICK x t MODEL': I I ~ ° WATERTABLE x I I 2 STOOP N I NOTE : I 4- LINE OF CEILING I APPLY 5 8" TYPE "X" GYPSUM BOARD I o _ _ _ _ _ _ _ _ _ _ _ _ I TO ALL OMMON GARAGE WALLS AND I ~ I 2 _ J TO GARAGE CEILI I I' C V N R p z I t o BRICK E EE t I ~ 11o CA TILEVER I 5 STEP DON ON 2x6 STUDS " ~ o I P I NAL 2' OT • AS REQUI ED AT 16" O.C. f;; ; I I ~N ARGED „ • 1_y C' ~ o I BE ROOM 2 B ~ " 15 -3 WALL I 5 8 HEIGHT PER c~ \ ,-7 1/4' 4'-2 1/2" '-7 1/4' L VAl10N Y~ I Z N 1'-8' 1'-8 2 E E I ~ A n. I 2 o- 2 5 SHEET t„ t I '-1 " 2 4'-2" 4'-2" 5'-10" 6'-2„ " 0 1'-10" 16'-4" I'-10 5 -10 5 0 ~ 6,-0„ 2 BRICK O~_ 11'-8" 8'-4" 12'-0" Gt WATERTABLE 2 0 PER ELEVATION „ w 52 -0 A2- %~X a FIRST LEVEL FLOOR PLAN ARCHED OPENING DETAIL A SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" r f 7 11% - ~p a _ y s. g g e ~I ' a 52'-0" F Y*}j 19'-11 1 2" 19'-8 1 2" 1 " / / 2 4 _ 10'-3 1 2" 4'-4 1/4" 5'-6" 5'-6" 4'-4 1 4" 6'-1 3 4" 6'-2 1 4" 9' 8 / / / / PTIONAL BAY BELOW OPT 4'-0° EXTENSION ' F Z< 0 BEDROOM 4 D SEE FIRST LEVEL PLAN SEE FIRST FIRST ` LEVEL PLAN r i p,~ ' 3'-71/2" 2'-8" 6'-01/2" ~ I + I Uzrv _ i HT STUDS 2 JAC STUDS HT S DS ~ 1 5 0 I O LLJ L41 O _ (1) JACK (1) ACK I I I % i i i I O (n C)~q~ O { i I , ~ I U Ed Lw : T = I - Cl, 30'x60" ~ -(p.;~ ' SHWR TUB I ~'I~ N N I{ I m ~ OPTIONAL FIREPLACE J Q zoi II o ~ 8 CHIMNEY OMIT WINDOW ~N I~ I I I SEE FIRST LEVEL ~ , ~ I FLOOR PLAN Nrn ' O U' N, ,s . ~ I ro ~ m I i i I CHASE FOR DIRECT 4 (A. ~ I= ~ I I I I m ~ I I I I VENT EXHAUST (GOLF N N I I I I 1. I I MASTER BEDROOM I I VILLAGE ONLY) N I I I ~ U I I 1 I I \ m i i I i ~ JACK JILL > ° ~ 1'-s"'1'-6°I I L,.: t x C7 L1 AI TH o • oo I - I- OPTION I I N ~ . B ~ ~t TYP.~TYP.~ i I ~ I T Y CEILING I BEDROOM 4 C I T I ING I GREAT ROOM ~ I i VAUL cE , I BELOW I cPT. vN~, OP110N ~ " ~qq~ I I CATHEDRAL CLG I I +I `I11 I 1 I I ~ SINK o I ~ I 2668 m I I I I 3'-71 2" 8'-81/2" REVISION f a~ I 1 I I / 07 BRIDGE I , 18" PLANT SHELF ABOVE , + 2 KR F/3alz~r~ ,I I I w/ VAULTED CEILING i I ' ~t OPR 56618 <<7 4 I I T-2" 3'-6" 5'-6" 3~'-9 1 2" 2 - 3068 BI-PASS i~ / 1668 N 1 -4' -4 2 - 2668 2 - - - - I 00 ro BI-PASS ~ 1 RD 1 SH ~ N c0 - - cD / ~ ~ OPTION ~ N m JACK&JILL BATH N u rn - - - - - I 3'-71 2" - 6'-1 1 2" •N N N i / 2 3 / N I ~ ~ W.I.C. = I I ~ ~ ~ ~ ~ II 30" VB 30" VB ~ 3 BEDROOM 3 I W.I.C. I II ,Io= 0. 0 N I i ~'Ir , I I OPTION HALL ~ IION ' tr~ cp \ I I ' ~ ' I CPT. VNL. i I Z~ °j 0 268 N II ~ SINK BATH , I I I STAIR RAILING I ~ o:l L---- j ~ ~ I I AND GUARDRAIL 2468 I QN M A N 00 2468 rj + o ~ I I o f z ro JACKBcJILL BATH OPTION N ~ I I~ 0~ 2 FLUE ~ i i io . ~ I a B \ II - ~ i O alx}$~F SCALE : 1/4" = 1'-0" ~ ~ d\ ~ -9" 1'-11 3 6" , 10 8 1/2 o I 3o"xso" + \ \ \ ° I J cv SIiWR TUB + 4 j \ \ \ ° i i DN .I iv 166 ~x ~ \ ~ cA~x j - I I ~ I ~ i 4 1 r I I I ~ ir) \ 1 RD 1 SH PLANT SHELF ABOVE •I _ - - _ - _ a0 f 4.. 00 PRIVACY W/ OPT'L ~-D~~ 2'-10" 3'-6' 3 -7 ~ n ~ iv 'N 9 1 VAULTED CLG. IN m ~ HALF WALL WITH BRIDGE MASTER BATH ~ > ASTER r., = N I WOOD CAP 2 - 3D68 t I I ° M N ° BI-PASS N BATH ~I a~ I OPTION HALF ~ m ~ + ~ 2668 RAIL I L 1 2 WALL WALL N OPTION / / I I • , VAULTED = ~ 1 RD / 1 SH o0 '-7 1/2" 3'-4 1/2" 5,_0.. N CEILING m - - - - - - - I oa I N (0 O ~ ° , N PLANS: BY r 0 30 VB NORTHI-AWq ' ~ TUB IN in o~ PRIVATE 2 - 3068 BI-PASS DECK ~ x BEDROOM 3 I CONSTRUCTIONt f 47, I _ 54" v N o~ BATH iD I M = N SERVICE- , ING, A N n, ~ I ~ VNL CPT. ~ I I I ~ I N 2468 ~ FOYER bh ~ ! BELOW DRAWN BY `BCA OPTION CORNER 6060 TUB ISSUE DATE 4" 6'-1" 4'-9" 3'-4 1/2" 5'-1 1/2" (INSIDE) " INSIDE BEDROOM 2 2 I OPTION PLOTTED I BONUS ROOM AND 2 11 /26/03 411 MASTER BATH D I 5 7 A~. I OPTION ° „ I I '-0 EXTENSI N I o C ~ r I CANTILEVER I Q MODEL " 5 3 I ROOF THIS AREA ~ I x N I I a I I I { A-3343 LT__ _ _ J I Y I I I I BRICK VENEER I I B 'PER ELEVATION I I 5 2 I I 2 ~-r------------- ~ 6'-21/2" 5'-10" 4'-2" 4'-2" 3'-2" 5'-4° 3~_6~~ t I I 19'-7 1 2" 12'-0 1 /2" 8'-4" 12'-0" SHEET A ARCHED 2 5 - OPENING SECOND LEVEL FLOOR PLAN PER ELEVATION A SCALE : 1 /4" = 1'-0" A 3 . A TMS v r5 y w - h. w o` W Q O Z z ~ U QO e 30° ROUND LOUVER 0 V) U. F WITH 5/4 TRIM ItgO 1x8 FASCIA . 12 . 5/4x4 FRIEZE o w. x. 10 SOLDIER , ' COURSE PLYWOOD • ATTIC VENTILATIDN ~ CRICKET AS 12 REQUIRED aC). FDPo GARAGE ATTIC (SA. FTGJ 1x8 FASCIA 30" ROUND 1 p ; I=-~cV7 5 4x4 FRIEZE ~ ~ 12 ~ ATTIC AREA 262 / LOUVER ROWLOCK SOLDIER tY O~ r Ova WITH 5/4 TRIM SILL ~-•~10 CRS. ARCH 5/4x8 TRIM . I~ RER D vENT ~u 300) .a7 AROUND EXTERIOR OF FOYER DOOR AND TOTAL ACTUAL VENT L8 \ 1~ A T 1.0 . ` WINDOW QTY TYPE E SUB ~ ROOF VENT 0,5 1.0 ' Y 18° PANEL z: GABLE (18 X 36) L6 O w ; ' ~ ~ SHUTTERS GABLE (18 X 24) 1.0 c~ t!? y+7 . TYP. 5 4x6- ' GABLE (24' RND) / TRIM STUCCO . x x GABLE (30' RND) 1,5 ~ ' STUCCO',. . p EAVE (8 X 16) 0,4 0,8 ' 3 50 2 REVISIONS: . _ 1 MRM , 2 j 5 ~ ~ ~ S DRIVET . o Q TRIM TEMP GLAS$_ AT OPT'L HALL BATH r ATTIC VENTILATIDN . ' ~ ~ ~ ~ i C S o ~ ' w • N Z. . WINDOW SECOND F OR F~ ~ J ~ CUSTOM ARCH MAIN ATTIC <SR, FiGJ STUCCO TRANSOM F- 2ooa • ' STUCCO ~ _ z • ATTIC AREA METAL I ~ ' 2 BCA Q5/14/ 30" DIA. ROUND VENT • ~ ~ a RER'D VENT (L 300) 6.7 ~ ROOF ~ a 4 TRIM ~ TOTAL ACTUAL VENT 10,7 ~ ~ ~ 3 BC.A 05/14/04 RTY TYPE EA SUBT 1X8 RAKE ALL SIDES ti 1+, 5/4x6 ~ w 5 ROOF VENT 0,5 2,5 TRIM ~ O Z 4 BCA ps4-4 DRIVET ~ GABLE (16 X 36) 1,6 U ~ _ 1X6 FRIEZE FRONT ONLY, 3 GABLE (18 X 24) 1,0 3,0 ~ Z ~ U -I a .I Q GALE (24' RND) 1,0 30 ~ N r tL 5 BCA 05/J4/p4_ GABLE (30' RND) 1,5 Z O 3 1/2' TRIM ALIT SIDES `$T 13 EAVE (8 X 16) 0.4 5.2 3 60 3 60 2 ~ o_ ~ O 6 AOS/?4/04_ f BCA jL ' Q F- NATURAL SIDING FRONT - p~ STUC.CO~ ~ BRICK WATERTABLE 7 BCA Q5/1' 4 ' DIMESIONAL SHINGLES ALL w/ROWLOCK CAP 9 BCA 05/14/04 P* 1X8 FASCIA ALL SIDES°„ 16'xT OVERHEAD DOOR ' 5/4x8 TRIM BCA 05/14/04 0 r. A 5 4x6 " " AROUND EXTERIOR DRIVET / FRONT ELEVATION A OF FOYER DOOR & WINDOW TRIM A NOTE: STUCCO INSIDE WALLS D ,kCORATIVE BLOCK 11 KR 6/30/2007 SCALE : 1/4" = 1'-0° OF PROCH ENCLOSURE OPR 56650 r~ ' a PLANS BY NORTHLAWN CONSTRUCTION'.' SERVICES, INC.' T. HAT VENT TYP. 30" DIA. ROUND VENT VENT ~a p 30" DIA. ROUND VENT WHERE INbICATED OPTIONAL FIREPLACE CHIMNEY, SEE PLANS DRAWN BY• OPTIONAL FIREPLACE ~ ~ CHIMNEY, SEE PLANS DNS BCA ~ ~ ~ ~ ~ ~ I I OPTIONAL FIREPLACE ~ l 12 I I 12 12 CHIMNEY, SEE PLANS I ~ ISSUE DATE I I I 12 ~ I I I ~ Z OPTIONAL I I RIDGE I ~ I I 1 ~ EXTENSION i VENT 7 I l I 12 ,.y'%'"~~ ~i. 12 PLOTTED I I 7) EAVES' 5/27/03 ~ OPTION I I ~ 9 l 3030 I I 3030 l 2030 S.H. = LAP SIDING LAP SIDING 5 4x6 TRIM i FIXED I I FIXED i I_ I l / I I I- • I I I Fl5pX3E8 I - I MODEL I TEMP. I l 5 4x6 TRIM I I I I ARCHED f I COMPOSITION EGR.) I i (EGR.) TEM I X I SHINGLES, TYPICAL I I OPTIONAL BOX BAY ~ • I LAP SIDING - OPTION OPTION ) l - 13030 5030 030-L--- ~^'---SJJs _ - I (1) EAVE IFIXED FIXED IXED I 060 S.H. 3060 S.H. I I I If ,I 5/4x6 TRIM I I ~ I I ` _ l l u u I I F 1 z Q ilk=--~Ij F i i '.<i o it I it ~ w rl~._..~ll i lrP-- iil i i 5060 i , T • I - i I~ I, I I- l I I ~ t? 1F ,I . _ III 0 S UCC~~ I- I- I - I I- - I I OPTION Ipl Illl OPTIONAL DOOR, I FIXED I >i i , I I I l IIII IIII SEE PLANS 3060-2 I a a 3060-3 ~ I i I 030 SH I I I l I t° C2-4848 II L--~ S.H. I g~ g~ I I ~ I, I I l l I I 3030 S.H. Ili III I S.H. I I I I I I l I I - I I -'I I I I 1 I r --III Ill - - I . I III Il I I l 1 . SHEET# BRICK OPTIONAL BAY WINDOW WATERTABLE BRICK DECORATIVE BLOCK BLOCK ~ WATERTABLE PER FOUNDATION PLAN kTION PLAN LEFT SIDE ELEVATION REAR ELEVATION BRICK RI T SIDE ELEVATION B C VENEER D SCALE : 1/8" = 1'-0" SCALE : 1/8" = 1'-0" LE : 1/8" = 1'-0" ` A4-'A a { i 1• r x•. TRUSS T-5 12 . Lt j 12 7~ 1J,'K - 12 12 7 ~7 TRUSS T-6 ~4 BEARING 12 TRUSS T-t L 'i ' +c GIRDER TRUSS T-1 BEARING r Y BEARING t -s r. V Llo f ::k JJ T FLOOR JOIST _ (FINISHED FLOOR - "i' , f BEARING FLOOR JOIST 1 , FINISHED FLOOR iHED FLOOR ' OPTIONAL BAY ANGER WINDOW BEARING , BEARING cis 1~~, a~ i FLOOR JOIST FINISHED FLOOR NCRETE SLAB I 0 IN FLOOR JOIST i BEAR G 311, ;HED FLOOR C.~. CCU j STffL BEAM FIMISHEp FLOOR. v GEARING GEARING yn$~. 2 A STEEL BEAM CONCRETE SL B 3 'R- t' t}i•. FINISHED FLOOR R FE I MN , ¢ * laPICAL :r. UI DIN SE N ' B L G CTIO BUILDING SECTION D ~ . • _ • ~ A f-- SCALE . 1/8 - t'-0" , SCALE : 1/8" = i'-0' , 12 7 12 GUARORAILING WITH . TRUSS T-4 V~RTIGAL PICKETS AT 4 O.C. MAXIMUM, TYPICAL TRUSS T-3 ppPRppNALL 11tU55 T-6 GIRDER TRUSS T-4 EXTENSItIN VALLEY SET t"'---, TRUSS ' STAIR RAILING WITH P11ppNALL BEDROOM VERTICAL PICKETS AT GENERAL 9- A Fi"-,'AN41NC NOTES XTENSI+)N 4 O.C. MAXIMUM, TYPICAL , I I i~ ii _ l BF.AR4NG FINISHED FLOOR ~l I L GUARDRAIL H~NGER - 4 `c , SUBFLOORING I - b t I I .I, ~ FLOOR JOISTS S Y. t . FLOOR JOIST `v II FINISHED FLOOR 11 ~ j4" ' BEARING r," ~ ! PRE-FABRICATED WOOD STAIR ( OUBLE JOIST y \ STAIR RUN BEYOND p l LANDIN ~ 1- ~ajb a.7. G ( FRAMING ~ " ~ ~ y y.. ~ STUD WALL \ ~ FLOOR JOIST ( SEE PLANS \ ~ SUBFL04RING ' s. FINISHED FLOOR ~ FLOOR JOISTS v ~ - t 1 BEARING FINISHED FLOOR PLANS BY STEEL BEAM r. NORTHLANAIN r E' i ' CONSTRUCTION CONCRETE SLAB FINISHED FLOOR LINE pF 6'-8" MIN, SERVICE INN,": HEADROOM REQ. LL ~,r STAIR HANDRAIL 2 t. BUILDING SECTION 'rr~~ k.. 0RA4'VN 3.1, i~ - LE ~ r - PRE-FABRICATED W04D STAIR, TYPICAL CONCRETE SLAB IS51J'E VA Tr VALLEY SET TRUSSES FNISHED FLOOR y * k. :1ti•, n GIRDER TRUSS T-4 12 12 .!a ~tq TRUSS T- 1 l-~, STAIR SECTION ' PLOTTED TRUSS T-6 SCALE : 1/4" = 1'-0" 5/27/03 1:' k° tr; BEARING MODEL ANGER iu P ~ Y GUARDRAIL HALF WALL ~ IP 5 A3343 k FINISHED FLOOR BEARING W40D HEADER WOOD HEADER FLOOR JOIST ~ c ~pS rx `q; FLOOR JOIST SHEET 3 . FINISHED FLOOR a .X.s 4 s4• C w BEARING ta~ ''P 'tA 5 Jam: - ~ AM STEEL BE 3 ac's . r+ r t ~r~'~, BUILDING SECTION i C , ~ 11 ! SCALE : 1 /9" = 1'-0" 2A 4 y k , PRE-ENGINEERED 11 7/$" I-JOIST FLOOR JOISTS L;v Q 2 r--------- ----------------i Q 0: I I I I I I I I I OQOV) U . I I I I U Z W ~ o CQ • I I I I I I I i ~ I it I I I II I ~ W 0-1 J Lu _ _ _ - - - - , ;I 00 d vi r- - - ----r------------i---- 1---J----- I-------- I I I I I I I I 1---- I---~---~--- I I 1 I I, I I I I I I I I I I I I I I I I I I I I I i ~ j Z~°UCJy~(/~d s , i I I I I I I I I I I I I I I I I I I 1 ~ 1 I I I I I I I I I I I I I I I I I I I ! I , _J (D I I I I I I I I I I I 11 I 1 I I I I i I I I I i ' I I I I I I I I I II I I 11 I I II I I II I I I I I I I I I I I I I 1 III II J J J J i D] D] N 0] I I ~ t1ci . 5 . I~~ II I 1 II I I II I I II I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I I 0 V) I I I I I I 1 I I I I ' I I II I I II I I II 1 I II I I I I I I I I I I I I I I I I' i I I I I I I I I O LLu I ~ I I : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I it jl I r t ~ 2JCKSUDSABOE i I• f` ' GENERAL FRAMING NOTES: ; I I i- _ I __II I I I I j I I I I I I I I I it I II I I I I -I I I II I I I ~ I ~ REVISION t 1 ~ 1 1: All structural fromin lumber shall be Spruce Pine Fir (SPF) No. 2, Fb=1000 psi ! 3 CK TUD AB VE ' ' I ' I I 1 . . _ I or better, or as pre engineered or as otherwise Indicated on plans. ~l ~ I i I 1 I I I I I I II 111 I ~ I I I 1 MRM::1 a. ~ I I I I .l I I I i I I I f I I I I ~I I I I I I I W8X 1 I .I CHANGED T , ' 2. Design Loods Used: 1 I ~ ~ I Wg 1 1 I I W~x21 I ,1 1 i ~ I 1 , ~ I n 1 u u , i 1 Roof (live & deod) 40 psf , REVISEtr }~t.0 ~ 5 J CK TUD ABO E I I I I _ , I Floor (IIVe & dead) 55 psf 1 I I I I I I I I I I i I I ~ I STRUCTVRi?rt ktr: Deck (live & dead) 75 psf I I I I I I I I I I I ' I I I I I I I I I I I I 1 1 ~ I I Ceilin (live only) 20 psf (Attic spaces without stairs) I I II a II Wind 9 live onl 80 m h ' i I I I ~ I I ( Y) P 1 I I I I I I I I m I J J 1 I 2 KR 3. All mudsill plates shall be pressure treated and set on continuous sill sealer. 11 I I I I I I I I I I I I I I I 1 I I I o o I i m i l i 1 1 n u n° 1 1 1 ` OPR 56.650c 6683 „ 11 ~ I A' ? I 4. All exterior wall construction shall be 2x4 studs at 16 o.c. or 2x6 studs I I I i I I I n 1 i I I" i I I I I 12 CK TUDS ABOVE I I at 16 o.c. (If dimensioned 6 with R-13 mlrnmum Insulotlon a d o mil poly. 1 1 ,I I I I I I I I I I I I I I I I I I I I I1 1 wi h 1 2" ext. sheathin to the 1 1 I II I I II I n I I vapor barrier to the Inside face of studs, t / g I 11'-8 1 2 2 J CK UDS ABO E 0,_4„ I , y outside face of studs. , i I I / I 2 I I 11 I d I I I I I I I I I~' I I I ' I I I I I I 5. All interior wall construction shall be 2x4 studs at 16" o. c. or 2x6 studs at 16 o.c. W8x21 I 1 j } n ~ , r-I - i II I I II 1 II I I with 1 2 sum board over both faces unless otherwise noted. / 9YP 1 i 1 i 1 6. All exterior o enings (doors, windows, etc.) shall have minimum (2) 2x6 headers 1 I I I I I i I I I I I I I I I _ __T__r_ 1_________--~ I I I i ii P win ' II ii ~ I I I h--- II - II I II I II ; II unless otherwise noted on the dra gs I ~ J ~ ~ 1 I ~ I 7. Provide a minimum of 2 solid studs continuous to foundation under each end of ~ o I I ; 1 I O I I I I I I I I I~ I I I I I I I~ I I I I I /.II 11 all beams and headers unless noted otherwise on the drawings. :L - I ~ , u I W8x18 1 i I 8. Provide all column base anchors, beam seats, hangers, hurricane and framing ~ ' g- ~ - ` I I I , I Im S n ore lJai. I I I I I I I I~ I I I I I I I Id- I I I I l i 11 anchors, etc. as may be required, by S p o q I fill k° '--I - ~ I I I I I I I I 1 -J~ I I I 9, All indicated floor & roof trusses, LVL beams & heoders are to be pre-engineered , I I I I I I , by the manufacturer. Also, all structural accessories such as plates, bracing, bridging, ~ I I I I i I I I I I I I I I etc., are to be pre-engineered and provided by same. ~ I I I I _ I _ I _ i 2 J CK TUDS ABO E 2 J CK UDS ABO E I I I I I I I i ' I I . _ I ' I LVL's sholl be Fb = 2925 psi minimum or better. , I a- I 1 1 , I I ' I I 1 /-/-ILL .G/ ~ - - _L -/-,1-~~~ L I I i --1 - I r 10. Provide dia onal let-in bracin or 1/2' structural sheathing at all corners and { r 1 I I I II 1 I I I I 1; 1 ; - 9 9 every 25' maximum per code. Use 1/2" structural sheathing at areas where i ,1 i I I I ~ i II 1 I ; i dia onal bracin will not suffice or if insulated sheathing is not to be used. I 13'-6° '1 11 ~ W8x18 i I i ~ W8x18 i i ; j I 9 9 I ~ ~ 'I I i I I I 1 I I I 11 i I 'm an han ers or e ual for 'oists rafters or trusses shall be rovided at I 1 I I I 1 II I I I I I 11. SI ps 9 4" J„ P ~ i- 1 1 I----- I I---- I ~ I all beams called out as flush and at all girder trusses I l~ I , I I i I , I I i 1 I I i I I I 12. All ridge, valley and hip rafters shall not be less in depth than the cut and of ~ 1 ~ I I I 1 1 I I I I I i I 1 t1 I I I r. PLANS BY. any rafter, Install roof sheathing clips where required per code. 1 1 I I I V' I I I I I I l j 1 1 I I I I ~ I I I NORTHLAWN 13. All firestopping required to be installed as per code (CABO, 1995 1 I I I I I I I 1 !I I I~ I I I I I , CONSTRUCTION >w tw I I I i I I I I I I 1 I I I I I SERVICES, INC. I I I I I I ~f I j I I I I I I I II I DELAWARE COUNTY ! 1 1 I I I I I I I I I I I I I I IN R UIREMENTS ' I" I I I I I I FRAM G EQ 1 1 1 1 I „ ' ! I 1 I I I I I DRAWN BY 3 % INSTALL FULL DEPTH 2x BLOCKING AT 24 O.C. BETWEEN ' ~ I ~ I I I I I I 1 I I I I 1 I I - BAND BOARD AND FIRST JOIST OR DOUBLE BAND BOARD i 1 I I ' B C A WHERE FRAMING SYSTEM RUNS PARALLEL TO FOUNDATION , I ~ i i I i I I ~ WALL -BLOCKING SHALL BE ADEQUATELY FASTENED TO 1 UNEXCAVATED 11 1 . - 1 , , I I I I I I I FRAMING SYSTEM AND FLOOR SHEATHING 1 I _ __I ISSUE DATE i I I ~ I 1 ~ l i I i I I r- I 1 ' 1 _ _ _ _ _ I ~ , I I I I 5 PRE-FABRICATED FLOOR JOIST NOTE l ~ 111 i i i ' 1, i ~ I I I I 1 ] , PLOTTED t. I I ]I I I, 1 I EXCAVATED ~ I - FLOOR JOIST MANUFACTURER SHALL VERIFY JOIST ; 1 I 1 5/27/03 LAYOUT, LOCATIONS, SIZES AND BEARING CONDITIONS ' '1 1 ; ; ~ I I I I I S PRIOR TO FABRICATION i I ~ ' ' I ' I I I I - ENGINEERED FLOOR STRUCTURE LAYOUT TO BE PROVIDED i - - - ' 1' I 11 I I I I' I TO GENERAL CONTRACTOR AND AVAILABLE ON SITE FOR I ~ 1 - I I MODEL ALL STRUCTURAL AND/OR FRAMING INSPECTIONS , i ~ _ t ~ _____~j , , , _ - - - _ I I 1 I ~ 1 ~ I i ' _ _ _ I 1 _ _.I 11 i ~1 '-7 1 4" 4'-2 1/2° ,-7 1/4' '_2 5 I I I 11 1 g A 34 3 I I I 5 11 PRE-ENGINEERED 11 7 8" I-JOIST FLOOR JOISTS II / I I 1 I I~~------------- --------r-~- + I I--~---- I I - - - ~ ~ ~ JOISTS CANTILEVER 2 OVER FOUNDATION A 5 fi s SHEET 0PT1 '..FULL, FIRST LEVEL FLOOR FRAMING PLAN A , BASEMENT-.,' scALE : 1/4" = 1 -o° THIS SHEET IS LAYOUT CONCEPT _1 - SEE PRE-ENGINEERED I-JOIST DUBLIN { SHOP DRAWINGS FOR FINAL LAYOUT x ~f. L r {a t, ~ - ;~~+P ICI`=,T`=; PRE-ENGI"JEERED 11 7i"8°' -JOIST FOOR JOi:,;TS PAL-ENC~hi~.~R~.r l i ? ria I ~ . F., _ ~ OISTS I k ; y 3 F7 i 1 I ! -a._~;a 2 - 1 3 x 11 '8" LVL 2 - 2x8 ~ - 2x8 3 - 2x8 3 - 2x8 2 - 2x12 / _ _ - - t I ~ I - _ T I ~ I I I I I I I I I I i I I I I ! I I ! I I I I I ! I ~ I I I I I i I i I I I i i f{ I I I I I I I 1 I I I I I I I - ' FRAMING NOTES: GENERAL I I I 1 I I I I I I I I 1. All structural framing lumber shall be Spruce Pine Fir (SPF) No. 2, Fb=1000 psi I ~ I I I , , , I , , I I or better or as re-en ineered ar as otherwise Indicated on plans. ~ P 9 ~ I I I I 1 I I,I 1 1 2. Design Loads Used: f i i I I k I I I I I I I I ~ I- I Roof (live & dead) 40 ps ~ -I I Floor (live & dead) 55 psf I I I I I I I I I I I ~ Deck live & dead) 75 psf I I I ' ° ( ~ Ceilin live onl) 20 psf (Attic spaces without stairs) ~ i I I I I I I I I I I I ' ' I III E~_ 3 9 ( ~3 Wind Ilve onl - 80 m h i I ( Y) P ARE I wQQ - I I I I I 1 I I I I ~O~U' I r. 3. All mudsill plates shall be pressure treated and set an continuous sell sea e I - I f I I I I I I I I i I I 1 Z I 41~Q= <ZZOJ~ L.I!,-;io= a' fi r . r ' n shall be 2x4 studs of 16° o.c. or 2x6 studs I ' z~~u 4. All exterior woll coast uctio I°a I with R-13 minimum insulation and 4 mil al . x ~ i r I I I I I I I `'toQav at 16" o.c. (If dimenslaned 6 P Y N I I I x ~q x -J< tol. Al vapor barrier to the inside face of studs, with 1/2" ext. sheathing to the , , I I I I I I I I I I I I I I 2 JAC STU S ~QU outside face of studs. , I 1. ~o.~ I I I I I I I I I ~.r...',p,: C 'N 5. All interior wall construction shall be 2x4 studs at 16° o.c. ar 2x6 duds at 16" o.a I ' ' = N4,?!-~ I I I I i I I I I [ I I I I . with 1 /2" ypsum board over br,,th faces unless otherwise noted. 9 I ~ _ i ~ 2x6 headers ~i I I I I i I I i 6. All exterior o enin s doors, windows, etc.) shall have min n um {2) I ~ I I f ~ 1s y,. S~ ~ ! d unless otherwise Hated an the drawings. I i I I i I I I I I I I I I I 3 JACKSTUDS 9-f!, 1~L ~ ~ ~ , ~ . . , ~ . ,kM..._..._ ~e. . f solid studs cantinuous to foundation under each end of ~ _ i!. ~ 7. Provide a minimum a 2 ~ all beams and headers unless noted atherwise on the drawings. Provide {3) salid ~ _ _ ( studs for openings 6' or wider. ~ r, ' ' ` I ,;..qy, urricane and fran-lin ~ I 8. Provide all column base anchors, beam seats, handers, h g ~ m be re uired b Sim son or e uah ~ i I I 6 1 I I 5 JACKST1JDSi I 2 JACKSTUDS anchors, etc. as oy q y p q 4 JACKSTUDS I I I I I I I 1 6 `BEARING WALL I 9, All indicated floor & roof trusses, LVL beams & heoders are to be pre-engineered E RI G A racin brill in I i I I I _ JAC STU S ~ ~ by fhe manufacturer, Also, all structural accessories such as plates, b g, g g, ; , I I I I I I I I I 2 2x12 (FLUSH) 2 w: etc., are to be pre-engineered and provided by same. I _I-- I I i I I I BEARING WALL = 2925 si minimum ar better. - - 2 Zx6 - LVL's shall be Fb P I I I ' i I I I I I I I I I i I I I [ I 10. Provide diagonal let-in bracing or 1/2" structural sheathing at all corners and F I .F-_ I I I , I I I , ; ever 25' maximum er code. Use 1/2" structural sheathing at areas where 1{ ! I ' ~ I I ' I I I I i Y it P t suffce or if insulated sheathin is r,ot to be used. i~.'",_ ~ I I in diagonal bracing w l o g 11 _._-I I I I ~ I I i I I I I GEARING WA L _ I r~) i rafters ar trusses shall be rovided at ! ~ I ' I I ' I I ' I ' i 11. Simpson hangers or equal for ~o sts, , „ P ~ _ I .I I i I I I all beams called out as flush and of oil girder trusses , I BEARING WALL X11 N F t 12. All ride vane and hi rafters shall not be less in depth than the cut end of II I I ' ' I ' I I I ' I I I I I ~ ' 6 I _ i i ~ Y P I I I i I I _ i I I I I I I I r f r. Install raof sheathin cli s where re uired er coda. I I ' 'ry I ' ' ' any ate 9 P q P 13. All firestopping required to be installed os per code (CABO, 1995 .I ~ , ;1 I I I I I I I I; 'r~ I I I I I - ~ ; ; y 6 i I i i I ! I I I I I I I I I I I I l3 F x I I ' I I ~ I 2r ~ 2 ACK TUD - \ ( I ~ IA I ~ , , , ~ ~ I I I I 1 7 V DROP HDR I I I I I I y ,2~ 1 314 x 1_ /8 L L _ _ ) _ _ _ I w• WALL L[ ? I i I I i TRUSS NOTE BEARING ~ ~ 2 2x12 (FLUSH) 4~~ 21 f I I I I i I I` I I 'I I I i I I I i MANUFACTURER SHALL VERIFY TRUSS I zu~ { - ROOF TRU55 ¢ , I I ' PLAN BY NORTHLAg N LAYOUT, PROFILES, LOCATIONS, SIZES AND BEARING I =N I I 2 JACKSTUDS 2 JAC STU 5 i I I I CONSTRQCTIQ~f - ~ I I CONDITIONS PRIOR TO FABRICATION , a I I "4`•.., , I I I I I I t I~. I I I [ I I 1 I I 1 I I i' 4 SERVICES, ` INiD - ENGINEERED ROOF STRUCTURE LAYOUT TO BE PROVIDED ha: ~ T FOR W~• I;% i I I ~ I l TO GENERAL CONTRACTOR AND AVAILABLE ON SI E ALL STRUCTURAL AND/OR FRAMING INSPECTIONS ~ ~ ' i ' I ' I ' I ~ ( i I I I i'"~ I I i ,'\\I ,;•:i GIRDER TRUSS T-1 WITH STD PLAN I i I ~ r,a ' I ' I ~ = 16" LVL WITH OPT BOND RM ' I ° o I i 1 PRE-FABRICATED FLOOR JOIST NOTE . (3) 1 3/4 x I I = ~ I 1 I I 1 I ~ _ a- ~ I i I I I I I I I I DRAw4- 13'o,' - FLOOR JOIST MANUFACTURER SHALL VERIFY JOIST , ° ""w" _ T _2 ( o i I I LAYOUT LOCATIONS, SIZES AND BEARING CONDITIONS ' I G I I ' I o ~ I 1 ' BCA' PRIOR TO FABRICATION ~ ` " _ - " ~ ~ i ~ ~ ~ ~ 2~4 STt1DS i ~ i " T - (3~) 2x4 STUDS I\/ I I (7 2x4 STUDS i I I I I I i i I I I ENGINEERED FLOOR STRUCTURE LAYOUT TO BE PROVIDED 2 4 S iD5 I i i i TO GENERAL CONTRACTOR AND AVAILABLE UN SITE FOR _ ALL STRUCTURAL AND/OR FRAMING I SPEC 0 F _ _ ~ _ _ --'f- i I I i I - AT11C ~ 2 - 2x10 2 - 2x14 I I ACCESS ~ I , ' 3- 2x8 7 JACKSTUDS i? ~ N I I I I I - - PL0TTEI) _ ~ v p 5/27/03. t I 5 , 4`i-' Ir7 I I I I " I ~ (n i I 1 I I I ' r' = I I 5 ri I ~ I~ i I I I I I MODEL `j I I I 2 2x1 41,i r' i ~~.i~ ti ~ I _;I~ I i I ' ~ ~ I _ I _ _ _ _ _ _ _ _ I 4 A343, i B _ . _ - . _ .i, _ _ _ _ _ 5 r TRUSS T-1 ~ PRE-EI~aG'Ih~iFERED 1 7/8' I-J015T Pl.OOR JOISTS _ ~ i 1 w 1 2" PLYWOOD I 2 2x 2 / _ ._.m._..~..~_..-...._ __-._.~..._..._-.~..~w ~ ~l I I ~ ' TRUSS GE _ i ~ j` ~ I xrf }a. S ET AlAwl- A DUBLINAs` y„A'Yi 3 aF- I~ ~h 5 ~EVE~ FLOOR FRAMING PLAN SECOND jwlf- r A ~...._.~--~.._..-~~.e-.-.~_..M.~.-_...._~ e.~ ..._n..~ S2 A SCALE : 1/4" = 1'-0" . E S{ - u. z 1, 1 ~ X;z _ ((k Y~ ,y TRUSS T-5 AT 24" O.C. TRUSS T-6 AT 24" O.C. L4 X.. W Q o, o 01.5 ~ . 3 3: io 12 1 i---------------, V) L.L U I 10 3 i I :DQW< m T8 I I I I - - - _ -~-r i _ - ~ - ~ ~ _ - - _ I~-_~ _ ~ _ _ I I T _ _ 1 1 1 i 2 1- 2x121 1 1 1 ~ ~ ~ ~ 3- 2x8 3- 2x8 3 2x8 z ui l i i i 2~ 2x8 1 1 i 00QWr . U~W>--Ocla R I I ~ I I I I I I J- L ~ zF-Vp~Uj,~ 7'-11 1 2" 11-1/4" I~ 11~ I I I I I I I i'li ~ I I I I I / ; I . I I I TAIL :DoZL~J QOW~ >-~f I - ~ I I I I ~ I 1 I I I I ~ J o { ui I I I i l I I I ~ I I I II ~ I I I I I I I I I :a 0 0 :D 1 i i i I I I I I I ~ ~ I I I I I t omo SVIS I II i I I I I ~ I I I li ~ ~ 1 I I I I I - I I I I I W ~ ' z 0: I I I I I I I I I I I i 'I I ~ I I I I I I I ~ I it ~ ~ I I I I I I I II ~ I I I I I Wy - ~ I I I ~ I I I I I I I I I I I Ld I ~ I I I I I I ~ I I I I ~ I I I u ~ I I I I I a o W g c cn' v1 19 ~ I I 12 I I I I I ~ I I I I I I I I ;j, 10 3 1 11 I 1 1 I 1 1 I ~ I II ~ 1 1 I I I "xi, Is G8 i I I - -l. I REVISI 6„ I . . I I I ~ I I I I I I x I 1 1 I I I I ~ I I li ~ 1 D'-D" I I I I I i Ir .1 - I 1 LB, . s : ; - „ I I I I I i I I I I MOVE INT~Rl' F P 11-1/4 8'_3" 11 1/4 I I I I I I I I I I I `t- -t -I-----^ • TAIL TAIL - - _ . _ _ _ _ 2 ' SOFFIT "p 1 i i (INSTALL TRUSSES DESIGNED I _ _ - _ - - TO RELIEVE MECHANICAL I I 1 ~ i ' i ~~o. ' i. 1 ~ - - 1 - - EQUIPMENT ADJACENT r ~`J r fy- Q ~ I W o . Fn D i+ +p TO MASTER BEDROOM BATH _ _ FOR INSTALLATION 0 ~ i W~~ . ~ - 1 I ~ i ~ - - - MECHANICAL PLATFORM I i i I 'i~~J i $ , ox 2 ~ MECH NICAL QUIPME T WEIG T x ',i , I r I , i IS 35 LBS. LSO I CLUDE' Np i 1 i i i i 11 i i 1 r ~ WEIGH FOR S RVICE ECHNI AN i~ . I No CLARIFY' MECH PLATFORM. i ~ L ~ I ~ NO cV 0 3 KR 613012QO7_ i 1, I ; I 11 i , OPR 668350' 56650 ~ i l i r. I j. ~ i I sc°<fa' ~ i 3/4 SB AT MECH PLATFO~t~I I r I I I I I li I I I i I 1 I I I n l ;I'':"rR Tl.!Ci I ~t y YY I AND P ATFOR ACCE S I I - - I II I I ,I I I I I ~ _ _ ~ - - - - - - I GENERAL FRAMING NOTES: , 1 ` - ~ I I I I I I 1 I 1, All structural framing lumber shall be Spruce Pine Flr (SPF) No. 2, Fb=1000 psi i 1 i ~ I r' I ~ ~ or better, or as pre-en ineered or as otherwise indicated on plans. I~~ II =a`_/ O g _ T ~ I I I I I I I ~ 2. Desi n Loads Used: I - I 1 1 i °`1~,% i' I i i I 1 I I I 1 9 a I ~ Roof (live & dead) 40 psf ~ _ _ _ floor (live & deod) 55 psf ~ i 1r--- - I 1 I Q Deck (live & dead) 75 psf 1 1, i 1 i i i,_~ i ~ I i i i 1 1 Ceiling (live only) 20 psf (Attic spaces without stairs) ~ 1) - - - - - - - - - - - - - w Wind live onl 80 m h ~ _ _ _ ~ 3. All mudsill plates shall be pressure treated and set on continuous sill sealer. 1' I I 1 i I I I I `.__v' i i ~ ~ I i i 1 I I r w~ x i wII n r in 4. All e ter or a co st uct o shall be 2 4 studs at 16 o c or 2x6 studs ao ' , ~ Zx PLANS BY at 16" o. c. ( if dimensioned 6" with R-13 minimum insulation and 4 mil of . x n ~ 1 i 1 _ i _ i-- - _ i _ i _ I i Qln I w ` P Y I N L I 1 i 1 ~ 3 I I I I = ~ I I I I I 1 NORTHLAWN vapor barrier to the rnslde face of studs, with 1/2 ext. sheathing to the i I JQ } outside face of studs. N ~ I Q ~ ~ CONSTRUCTION ~ r I I I I I I I I~ I SERVICES, INC." k 5. All interior wall construction shall be 2x4 studs at 16" o.c. or 2x6 stud 16" o.c, 1 2 2x8`•.(' 1 I~~' i `'r•.~, i 1 I i _ _ _ _ _ _ w~ Q 1 I I I 1 i s at - _ - _ ~I- ~ with 1 2" sum board over both faces unless otherwise noted. = - - 9YP _ 6. All exterior openings (doors, windows, etc.) shall have minimum (2) 2x6 headers I i I I i 1 i i I i I I I I I I I unless otherwise noted on the drawings. I _ _ _ _ _ - - _ _ _ _ _ DRAWN BY 7. Provide a minimum of (2) solid studs continuous to foundation under each end of I I I 1 I i 1 I i i aa'` g i-'2x81 I 21- 2x81 i all beams and headers unless noted otherwise on the drawin s. I 2 Io ___..T-- BCA w I i- _ _ _ 8. Provide all column base anchors, beam seats, hangers, hurricane and framing I GIRDER TRUSS T-4 ISSUE DATE anchors, etc. as may be required, by Simpson or equal. (ncv 3 - 2x8 s-, 9. All indicated floor & roof trusses, LVL beams & headers are to be pre-engineered I ~-a _ _ _ by the manufacturer. Also, all structural occessories such as plates, bracing, bridging, - - - - - I etc., are to be pre-engineered and provided b same. I ~ _ PLOTTED LVL's shall be Fb = 2925 si m' im m r y r. I I o T8 ' D p in u o Bette 5 'g I - - 10. Provide diogonal let-in bracing or 1/2" structural sheathing at all corners and ~ 5/27/03 ,fix 54 f,,4 ever 25' maximum er code. Use 1 2" structural sheathin at areas where I ~ N C Y P / 9 I ~ - - - - - - diagonal brocing will not suffice or if insuloted sheathing is not to be used. ROOF THIS AREA ~ Q 2 - 2x8 5 T8 = 11. Simpson hangers or equal for Joists, rafters, or trusses shall be provided of I - T= - ~ 2x4 NAILER all beams called out as "flush "and at all "girder trusses - - - - _ _ N AT WALL MODEL : . I o - 12. All ridge, valley and hip rafters shall not be less in depth than the cut and of I I ~ - - - - - - - any rafter. Install roof sheathing clips where required per code. I N 3 12" O.H. 13. All firestopping required to be installed as per code (CABO, 1995 I I I 2x4 LEDGER A 3343 ~ . TRUSS NOTE : B AT WALL 1 I 5 - ROOF TRUSS MANUFACTURER SHALL VERIFY TRUSS I I LAYOUT, PROFILES LOCATIONS SIZES AND BEARING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PORCH TRUSS A. t4 CONDITIONS PRIOR TO FABRICATION -r ~ ~ SEE TRUSS PROFILE I - R R THIS SHEET ENGINEERED OOF ST UCTURE LAYOUT TO BE PROVIDED tr TO GENERAL CONTRACTOR AND AVAILABLE ON SITE FOR ALL STRUCTURAL AND/OR FRAMING INSPECTIONS . A J_. SHEET, . 5 ROOF FRAMING PLAN A , SCALE : 1/4" = 1 -0" A M S3 1 f 1~ik 1 ~ ~ KIM! ~t, r - r r :t , t 3 r...~., - t, _ Jj, G-s ~ r 7 1_ 12 10 ~ i ~10 12 12 =t~ ~ 10 i 10 ~ I 6 f { x#", . ~ / 12 12 \l fit, ate, _wr) r~ ;Ct 10 10 I I i I as ro a~ - ~ r ~ j J',~ ~ ry \\1 j~ 31jit iLL `r ' . , . , ~ .,,m. ....r~_..,.m.n ~_.._..._.a. i~.) 1; 2' ~''-G'~ 1U 1 11°I 1w i,. 1. 1~t, 12'._C 5/C~~ 11„ ~ .,._.,.~.~.-.~._.-.-_.,__~,R~:_._.,~~_ . - . ...~...__..___.-._.....~_..~a,.._.~._......~..~. - . S tt TRUSS T--1 TRUSS T-3 TRUSS T-2 E "ix 12 t~~ CaFno 12 OPTIONAL VAULTED ~i F _ CEILING f.-~,~ i ~ 1 5 }k t - 12 12 OP110NAL CATHEDRAL CEILING >t t 1- ~r OP110NAL TRAY K , 12 ti CEILING ~f / _ ~ i . i i---T } ti. ~ I ~ I I I ,.I t I I ..I ~~iJ~_~ r,'S" 11" ~"®6`"1'-5 11 -6", g',~O„ i1'-~, 11 _I;~P z 11", ~ _ TRUSS T- 4 ~ ~..~._m _ ~ . _ ..~m_.. m_ p_..U._.~ _..._e ~__........__~.~.-_.._._~.,_~..~.a~W. _~y._..,._.._~.-~..._.-._.~~.._.~ t 1~+ .1 ,r,. ~ y -S 11.1 f'' i 0 1 J 2„ TRUSS T-5 TRUSS NOTE - RpOF TRUSS MANUFRCTURER SHALL VERIFY TRUSS 12 12 LAYOUT, PROFILES, LOCATIONS, SIZES AND BEARING ~ ~ CONDITIONS PRIOR TO FABRICATION PLANSBy - ENGINEERED ROOF STRUCTURE LAYOUT TO BE PROVIDED NORTHCAVVIN . . TO GENERAL CONTRACTOR AND AVAILABLE ON SITE FOR ALL STRUCTURAL AND/OR FRAMING INSPECTIONS CONST I G OPd SERYIIQF 5, iI`~ 12 12 5~ 5 DRAWN BY i B CA x ISSUE, CXA ~i ~ ~ ~ M Z S i ~ ~ la ; . O'.~q 1~,2~0 ~1C 1 2>, 1~ 1,~,,~_._ ...r. _...m__.,,.,_~_.._.._. . z_.m_,...~,.a,~._.~.._.._.~_..~..._~._e_ ._..~n~...-._._.,.~,~~.,.._.~e..__.__~.~..... _~a_,.e _.wm.~-~._.m .~..._,.~..~m..,.~~..~.~.._._.n~-..-. .,.e~,~..-~10 1,12" 1'1 1I2",.._. __~®.~._..-._.,..~_.._.-a...,~_.._-~~._..--..___.~..®_.._._._~.~_-__....~ / -410 1/2" 5/27/03 TRUSS T-6 TRUSS T-7 . MODEL 12 12 7~ ~Z A3343 {-y ~ rL I °r SHEET y+f~ € d..Y4 Py~ - TRUSS T-8 ROOF TRUSS PROFILES , ~A . 5 S4 SCALE : 1 /4" = 1'-0" 1c iil t h LL. W~ j4': 31 Q h ' t ;yid . - cn WP - GFI ~ : . Q w° ~ ~ y 1LiS I ~ 1 ~ Q4~`-- I I I J0~ BREAKFAST I ,fi 0~E.1 I , I r ~ v), , R., , I I ~ ~ ' I _ - ` ELECTRICAL LEGEND ; If wi!ffft I - STUDY . ry i t +T2 ~~i4^s=. I I % I ~ 3 00 ; ' I GREAT ROOM . , DUPLEX OUTLET i i w ~ ' I i° ~ I ` I OPEN TO ABOVE REV] S]011 , r j tr; F-L~ I , i DUPLEX OUTLET (1 /2 SWITCHED) ~w~ ~ I ~ Q a~' ` 3cn z ' I i ; 1 4 T N I R o ` ~ ' DIREC CON ECTON 0 ~ opz , I ~ SPECIAL VOLTAGE OUTLET ~ Y~ F ~ I , , ADD RECEP AT LANDNG zu~ woo I I , , I , , ~ Inp Oc~U , i p lj~ EXHAUST FAN i I , ~ Q~ UZ KITCHEN ~ dZ a 2KR 6~30/2QQ7 JO ~ OPR $6838, 5665 I OUT TAA VET I I ~ I ~ E BO I I , ~ ~ I FOR EXH'. HOOD I ~ I ~ EXHAUST FAN WITH LIGHT c~ I I I i i Q I 220 - - - ~.o 0 I : 1 i i ' I ~-wa RECESSED CAN LIGHT (EYEBALL) ~ _ _ _ _ _ _ . _ _ _ i _ _ _ I SMOKE I i ' ~w~ vi -i(no` HOSE ~ , r54" I DETECTOR I U ' I ~ ~ Q~w =mow BIBB i I i - PWDR. X~ O , S ONCE ' / 3w xW' CEILING MOUNTED LIGHT , i-~ ' I ROOM DRYER ~C i!I , 1 ~ 3' ~ I ! VENT - -~----T i 5 3 1-~ 220 , - - `t - i w II D i ~ ~ ` GAS WALL MOUNTED LIGHT METER ~ % ~ _ _ - I s , GARBAGE DISPOSAL O ABOVEHT I 1 , k 1 \ ~ , SWITCH ~ ~ TO SWITCH I LAUNDRY I BELOW ~ it FF I I I . GALLERY ,f JUNCTION 80X ~ ~3 ' ~ ' s SMOKE DETECTOR ~ ~ 4 ~ r-------- GFI I ` I I 1 I , _ I I I ' ' I M CARBON MONOXIDE DETECTOR I I ~ ' I ~ i PLANS BY ; . I I ~ \ II I I ~ , II I LIVING ROOM I a- / II II I NORTHLAWN >p T THERMOSTAT L ~ ~ ~ CONSTRUCTION I I FOYER I I SERVICES, INC. r 1\ I I OPEN TO ABOVE I I II EXTERIOR LIGHT AND \ II II POWER DISCONNECT SWITCH WITH OPTIONAL ~ I I I ( ~ GARAGE MANDOOR , II ' k ~ II t DRAWN BY . DOOR SELL CHIMES - ; L - I I UP TO LIGHTS I I II ABOVE II 1 ELECTRICAL PANEL ~ ~ BCA ~ HOSE ' BIBB HOSE BBB ISSUE DATE FLOOR FIXT. i OPTION DINING ROOM ~ 4 PLOTTED GARAGE DOOR OPENER ROUGH-IN ~ - GENERAL NOTES ' r 5/27/03- - pRAWING IS SCHEMATIC ONLY, INSTALL ALL DEVICES GFI i ACCORDING TO ALL GOVERNING LOCAL AND STATE GARAGE j CODES, LAWS AND REGULATIONS. - ALL SMOKE DETECTORS SHALL BE INTERCONNECTED - - - - - - - - - - - - - - - - - - - - - - ~ ; AND HAVE BATTERY BACK-UP. r - ~ ~ I I ~ ' ' MODEL ' I I I I I I ' x `4 A33431 fr : - I I ~ I I OPTION ~ ' COACH LIGHT ROUGH-IN % I I ; I AT FRONT OF GARAGE I ; ~ ' 1 ~ SHEET' FIRST LEVEL M E C H A N I C A L TR I A P L EEC C L LAN 4 A , SCALE : 1/4 = 1 -0" • ` Y E1-Ar{ 1, er`- r- ~ 4 w.. mw _ O y. TW ~ OQ.pU}Q 1- (n U-1 ' U Z 4,i ` 41 • zW~ t { II Z ~.V O ~ IL ~ Qom I I i I I O p O , I , i OU~?~] a ' I 1 I I I I I 1 `two:` Q ?v , , ~ N ' rr MA TER R M S BED 00 , ~ Rol ELECTRICAL LEGEND VAULTED CEILING i ~ ~ U (n VT r ' RAT BEDROOM 4 G E ROOM BELOW a':;; DUPLEX OUTLET ~ 1 1 ' ~ / ~ ~ ~ 2; ; ~ DUPLEX OUTLET (1/2 SWITCHED) , 0 1 wo . k h u F- Y i 1\ YU QW ; i REVISED ELEGTRICAt,~IN DIRECT CONNECTION OR p~ ~w ' SPECIAL VOLTAGE OUTLET SWITCH FOR ATTIC ~ ~w LIGHTING &GFI AT71C HT T ATTI IN ATTIC AT EQUIP LI G A C K ACCESS PLATFORM EXHAUST FAN \ 1 _ ^ - _ _ ` Y 3 ' OPT. GFI w OPT. SIN -GGFFIR 6/30/20fl7~~ ,Y bit PT. SIN OPR 56835, 566 1j) S EXHAUST FAN 'WITH LIGHT , GFI - , ° u~ I r ~ W. I . C. 1 . ~ 5 ~ ~ - I I p ~ I I ~ - II w~ ' RECESSED CAN LIGHT (EYEBALL) ~ , I I ~ , I yo HALL o ~~v ` ~ I o~ BATH uGHT/FAN ~ ~ ~ I , I I I _ ~W iT/FANS i ~ ~ II ~ CEILING MOUNTED LIGHT I ~ L---_-J \ i i i g ~ ~ ` I ~ II ' - I I l II ~ 1 WALL MOUNTED LIGHT i i i {,qxx, \ WIC. I I I ~ , c 30"x6D" , I II ~ r R16 ~ t ` I I I i SHWR iUB 1 \ I I i 1 1~ 1, - I I I ~ ~ ~ GARBAGE DISPOSAL / I~, I I I - h LIGHT , O , II „ I ~ I ~ ~ L------------------------------- ~ ~ - - - - - ' - I SWITCH GFI / r1 I ~ i 4 sMO E co BRIDGE _ , i ~ ~ DETEC OR,_.__ , K: ~~it sy Sit ~ JUNCTION BOX r I a= i I ~ ~ I i t " $ 5~4 ~ SMOKE DETECTOR i S S , MASTER ' CARBON MONOXI E TE T R BATH . S ' M D DE CO ~ I PLANS BY ~ I I ~ NORTH LAWN ~t I o~ Z ~ FOYER ~ . T THERMOSTAT ~ ~ Q I I BELOW Y~ CONSTRU97I0N o BEDROOM 3 I 0~ W ~ I 1 . I M2 ~ I 1 ~ r 1. SERVICES, . INC I VI F- ~ \ ~ ~W I I li 2 I ~ `I ~0 '1 POWER DISCONNECT I o o ~ ~ I ~ v I J % YW ~ 1 I 1 ~ i i DRAWN: BY' : DOOR BELL CHIMES % ~w ~ 1` PRIVAT _ , ELECTRICAL PANEL I BATH I ` BCA r 1 x I ISSUE DATE FLOOR FIXT. I _ ~ ` I TO SWITCH I BEDROOM 2 eELOw PLOTTED= GENERAL NOTES I 5/27%03 - DRAWING IS SCHEMATIC ONLY, INSTALL ALL DEVICES I ACCORDING TO ALL GOVERNING LOCAL AND STATE CODES, LAWS AND REGULATIONS. I - ALL SMOKE DETECTORS SHALL BE INTERCONNECTED I AND HAVE BATTERY BACK-UP. I MODEL I I I I ~ A3343 r I I z x Fki F~' J-. x, I I I I rK s I I I I v L-r------------- , SHEET SECOND LEVEL MECHANICAL ELECTRICAL PLAN A SCALE : 1/4" = 1'-0" E2~A r ' v~ r M c'w 'r' ~ , 50" 11 Y lu , II 0 ~ 43 m - ~ 261/2" 2312" 0 ~l / m Z z L + V. F- x ~y 0 OUT51 D~ ~ GORNER m , S) D- ft cv a PANEL N ~ - . zw cQ0 I- ~ ~ ~ ~ N ~ ~ BACK ~ ~ . - ~ ~ . . 0~..~~.0-'0~ tOl ~ ~ ~ . ~i~ ~ y ~ m v- ~ . N N _ ~ BAGK PLASh+ ~ ~ . - _ ~ 0 21 - ~ ~51NK - ~ _ ~ . - - _ d~ ~ GUT OU f' N ~ ~ . ' N ~ - ~ ~ _ ~ OU 5 D~ , - B485T tr ~ ~ ' : ~0 ca z JU , ~t p GORN~R , . N ~ - ~ , - ~ . N? ~ . . d 111 z m . ~ ~ . ~ ~ m m 5 m - 4 ~ ~ ~1 . 32 1 t o m d- ~ ~ ~ - - ~ m C-=~ ~ ~ k ~r~ F i ~ BD421 B305T _ ~ ~ ~ ' ~ ~ = 4 ~ ~ ~ VB2 ~3 3 N , ' N i W3615 ~ ~ : ~ ' . ; W2130 1 W3030 WBG333630L L 301 .z ~ ~ _ - BAGK5PLA5H BAGK5PLA5H ~oa 30 12 -I I I/2 r SIN DIM POWDER ROOM -STND LAYOUT - A KITGH~N -STND LAYOUT - GABIN~T B KITGH~N -STND LAYOUT - GOUNT~RTOP G GABIN~T/GOUNT~RTOP KI SGAL~: I/2"=1'-0" - KI SGAL~: I/2"=1'-0" KI SGAL~: I/2"=I'-0" >3~ C ~ F 61" ;i z _ 4 ( N Z 0 ~0 t 1~ N ~ ~ ~ OJT to -zri.„_ ~ BAGK5PLA5H ~ 3011 1611 Y ~ t s ~ ~ = 111 4611 - ~ ~ ~ m N ~ ~ N i p ~ - m = ~ ~ m z_ ~ SiN~< . > ~ lL d- ~ GUT OUT , ~ ~ _ d - - ~ N - - ~ ---I. f FLANS BY 22 ~ NORTHLANN ` GON5TRUGTI ON'=7f Y~1 5ERVIGE5, INO, r VB30 VB30 MODEL . 2 4_ III ~ 27" 2a" VB54 ~2 Y ~ d . 30 x60 . a _ m o 4'-g" SHWR TU8 5HEET a . BAGK5PLA5H SIN DIM '6 +t l t~ HALL BATH -STND LAYOUT - ,A i< I _ _ ~ _ _ GABIN~T/GOUNT~RTOP D MASTER BATH STND LAYOUT GABIN~T MASTER BATH STND LAYOUT GOUNT~RTOP P KI SGAL~: I/2"=1'-O" KI SGALP: I/2"=1'-0" KI SGAL~: I/2"=1'-O" fi _ - - ; - - - T- - 3. w x- i of ~ MMARY CODE SU 38, RCO R1001.6 -CHIMNEYS SHALL EXTEND A MINIMUM OF 2'-0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN N,IMUM OF cwj °oz - MARY LIT 6. RCO R308.6 -SKYLIGHTS AND SLOPED GLAZING SHALL 18. RCO R315,1 -WALL AND CEILING FINISHES SHALL HAVE A ~ » A. THE 2006 RESIDENTIAL CODE OF OHIO SUM S ED 10 -0 , 8UT SHALL NOT BE LESS THAN 3 -0 ABOVE THE. LDING WITHIN oQ, , ABOVE THE w aB BELOW DOES NOT REPRESENT THE CODE IN ITS ENTIRETY, COMPLY WITH SECTIONS R308.6.1 THROUGH R308.6.9. ROOF FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. THE ROOF. Jr~ U'N NOR DOES IT INTEND TO LIMIT COMPLIANCE TO ONLY THE CURBS SHALL EXTEND AT LEAST 4" ABOVE THE PLANE OF 200, EXCEPT AS PROVIDED FOR IN THIS SECTION OF THE z N Us -OR O T N IST SOME SECTIONS MAY HAVE BEEN CODE. 39. RCO R1003,2 -FOOTINGS AND FOUNDATIONS FOR SEC 10 S L ED THE ROOF UNLESS NOTED OTHERWISE. - MASONRY FIREPLACES AND THEIR CHIMNEYS SHALL -ALL ' SUMMARIZED FOR BREVITY, 19. RCO R315.2 ~.NALL AND CEILING FINISHES SHALL HAVE A ` i 7. RCO R310.1 -EVERY SLEEPING ROOM SHALL HAVE AT SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. COMPLY WITH THE PROVISIONS OF THIS SECTION. I, RZ N . U a pN,o ~ ~ " SEE DRAWINGS FOR FIREPLACE DIMENSIONS. THE INTENT OF ThIS SUMMARY IS TO HIGHLIGHT SOME LEAST ONE OPENABLE WINDOW OR EXTERIOR DOOR. THE RCO R316 -INSULATION AN A ( ) T 20. D F CINGS EXPOSED IN ATTIC, B. SECTIONS OF THE CODE AS THEY RELATE TO RESIDENTIAL UNIT MUST BE OPERABLE WITHOUT THE USE OF A KEY, DWELLING UNIT OR CRAWL SPACES SHALL HAVE A FLAME CONSTRUCTION. TOOL OR SPECIAL KNOWLEDGE. EGRESS WINDOWS SHALL PRA IN X N T T _ S E D DE 0 0 EXCEED 25 AND SMOKE DEVELOPED 40. RCO R1005 ALL FIREPLACES SHALL BE EQUIPPED WITH ' PPED WITH q .mom a~`b ~g HAVE A SILL HEIGHT OF NOT MORE THAN 44 ABOVE THE INDEX NOT TO EXCEED 450. AN EXTERIOR AIR SUPPLY COMPLYING WITH THE ALL CONSTRUCTION CONTAINED HEREIN SHALL COMPLY WITH FLOOR. ~ 21. RCO R318.1 - IN ALL FRAMED WALLS, FLOORS AND PROVISIONS OF THIS SECTION. (SEE FIREPLACE DETAIL ; DETAIL C. ALL APPLICABLE CODES, INCLUDING REQUIREMENTS OF EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR CEILINGS, NOT VENTILATED TO ALLOW MOISTURE TO EXCAPE, SHEETS.) LOCAL JURISDICTIONS. REFER TO THE LATEST ADOPTED 1. Lj co" VERSION OF ALL CODES. OPENING OF 5.7 SQUARE FEET. GRADE FLOOR AN APPROVED VAPOR RETARDER SHALL BE INSTALLED ON RCO R1801 - RY R E t _ BE VENTED = o: o iH - N- 41. D E XHAUST SYSTEMS SHALL BE VENTED OPENINGS SHALL HAVE CLEAR OPENINGS OF 5.0 S.F. E WARM I WINTER SIDE OF THE THERMAL INSULATION. DIRECTLY TO THE OUTSIDE AND COMPLY WITH ALL THE d ALL THE ~ cqcq, EACH CONSTRUCTION TRADE IS RESPONSIBLE FOR THE „ PROVISIONS OF THIS SECTION. D. DETAILED APPLICATION OF THE CODE AS IT RELATES TO ITS 2. MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 , 1 Z `{DOS SPECIFIC TRADE. 22. RCO R319 -ALL TREATED LUMBER SUBJECT TO DECAY OR . MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20° 42. ALL PLUMBING WORK WILL COMPLY WITH OHIO PLUMBING. 3. DAMAGE SHALL COMPLY WITH THE PROVISIONS OF THIS PLUMBING W FOR ALL INSULATION AND INSULATION "R-VALUES" AND SECTION. CODE. E. „ - U-VALUES ,SEE MODEL ENERGY CODE COMPLIANCE FORM 23, RCO R320 TERMITE DAMAGE SHALL BE CONTROLLED BY _ 43. NFPA 70, 210-8 ALL ELECTRICAL WORK WILL COMPLY:,;;, REVISION$ f r° AND CHECKLIST PER ORC MODEL ENERGY CODE. 8. RCO R310.2 -THE MINIMUM HORIZONTAL AREA OF THE TERMITE PROTECTION SPECIALISTS AND SHALL COMPLY WITH WITH THE NATIONAL ELECTRIC CODE. PROVIDE GROUND L COMPLY C'~, GROUND R f{ WINDOW WELL SHALL BE 9 SQUARE FEET, WITH A MINIMUM THE PROVISIONS OF THIS SECTION, NT FAULT I ERRUPT PROTECTION ON RECEPTACLES AT :S AT j 4 • HORIZONTAL PROJECTION AND WIDTH OF 36". THE AREA OF XT RI R RC R4 1.3 - H FINI H E E 0 LOCATIONS, BASEMENTS, GARAGE AND WITHIN.. D WITHIN. THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE 24. 0 0 T E S GRADE AWAY FROM FOUNDATION 6 -0 OF A SINK OR OTHER SIMILAR WATER SOUR WALLS SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST CE )URCE. , 1• RCO TABLE R301.2(1) ROOF SNOW LOADS SHALL BE AND RESCUE OPENING TO BE FULLY OPENED. DESIGNED AS 20 PSF. 1 D'-D". 9. RCO R310.2.1 -WINDOW WELLS WITH A VERTICAL DEPTH 44. NATIONAL ELECTRIC CODE ARTICLE 210-52 a - GREATER THAN 44" SHALL BE EQUIPPED WITH A 25. RCO R403.1.2 -ALL EXTERIOR FOOTINGS AND FOUNDATION 2, RCO R303.3 -BATHROOMS, WATER CLOSET COMPARTMENTS ~ RECEPTACLES IN ALL HABITABLE LIVING AREAS WILL BE . - t'S WILL BE A ' AND OTHER SIMILAR ROOMS SHALL BE PROVIDED 'WITH AN PERMANENTLY FIXED LADDER OR STEPS USABLE WITH THc SYSTEMS SHALL EXTEND 32 OR 36 BELOW THE FROST INSTALLED NOT LESS THAN 12'-0" OC HORIZONTALLY ALON JTALLY ALON AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN WINDOW IN A FULLY OPENED POSITION. LADDERS OR RUNGS LINE. (SEE DETAIL SHEETS FOR ENGINEERING ON FOOTING A WALL. SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12", SHALL DESIGN AND REQUIRED DEPTH DEPENDING ON GEOGRAPHICAL ` 3 SF, ONE-HALF OF WHICH MUST BE OPENABLE. THE PROJECT AT LEAST 3" FROM THE WALL AND SHALL BE AREA. GLAZED AREAS SHALL NOT BE REQUIRE) WHERE ARTIFICIAL ) » 45. NATIONAL ELECTRIC CODE ARTICLE 210-70(a) - AT LEAST YF - AT LEAST LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE SPACED NOT MORE THAN 18 OC VERT. FOR THE FULL H V TI TI N RAT HAL HEIGHT OF THE WINDOW WELL. 26. RCO R404.L2 & RCO R404.4.6 -CONCRETE FOUNDATION (1) SWITCH CONTROLLED LIGHTING OUTLET OR FIXTURE WILL PROVIDED. T E MINIMUM EN LA 0 ES S L BE 50 -IXTURE WILL CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR WALLS AND REINFORCING STEEL SHALL BE CONSTRUCTED AS 8E INSTALLED IN EVERY HABITABLE ROOM, IN BATHROOMS;. 3ATHROOMS; ETACHED SET FORTH IN TABLES R404.1.1 1 OR TABLE R404,1,1 2 HALLWAYS, STAIRWAYS, ATTACHED GARAGES, DETACHED CONTINUOUS VENTILATION. VENTILATION AIR FROM THE 10. RCO 311.4.3 -THERE SHALL BE A FLOOR OR LANDING ON ( ) SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. AND SHALL ALSO COMPLY WITH THE PROVISIONS OF SECTION GARAGES WITH ELECTRIC POWER, AND AT OUTDOOR EACH SIDE OF EACH EXTERIOR DOOR. i00R - fr EXCEPTIONS: WHERE A STAIRWAY OF TWO OR FEWER RISERS R402.2. (SEE FOUNDATION PLAN FOR LOCATION OF ENTRANCES OR EXITS. 3, RCO R305.1 EXCEPTION 2 -CEILING HEIGHTS INI IS LOCATED ON THE EXTERIOR SIDE OF A DOOR, A LANDING REINFORCEMENT.) - 10.8(A IS NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. 46. NATIONAL ELECTRIC CODE. NFPA 70 ARTICLE 210.8(A) - BASEMENTS WITHOUT HABITABLE SPACES SHALL MOT BE ALL 125-VOLT, SINGLE-PHASE 15- AND 20-AMPERE Zl, ~MPERE LESS THAN 6'-8", (7'-6" in Dublin and New Albainy), CLEAR THE FLOOR OR LANDING AT THE EXIT DOOR REQUIRED BY 27. RCO R406.2 -EXTERIOR FOUNDATION WALLS ENCLOSING SECTION 311.4.1 SHALL NOT BE MORE THAN 1.5 INCHES RECEPTACLES INSTALED IN BATHRROMS; GARAGES AND 'ES AND {§?i ' EXCEPT FOR UNDER BEAMS, GIRDERS, DUCTS OR OTHER HABITABLE OR STORAGE SPACE SHALL BE WATERPROOFED ACCESSORY BUILDINGS; OUTDOORS; CRAWL SPACES; OBSTRUCTIONS WHERE THE CLEAR HEIGHT SHALL NOT BE (38MM) LOWER THAN THE TOP OF THE THRESHOLD. THE WITH A MEMBRANE EXTENDING FROM THE TOP OF THE kCES; ` ~ • FLOOR OR LANDING AT EXTERIOR DOORS OTHER THAN THE UNFINIHSED BASEMENT, AND KITCHEN SERVING COUNTERTOP LESS THAN 6 -4 , (6 -8 in Dublin and New Albany). POUTING TO THE FINISHED GRADE. [USE TUFF-N-DRY OR SURFACES SHALL HAVE GROUND-FAULT COUNTERTOP EXIT DOOR REQUIRED BY SECTION 311.4.1 SHALL NOT BE OTHER CODE APPROVED MATERIAL, CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL. JNEL. RE UIRED T MPLY W TH THIS R IREMENT T SHALL Q 0 CO I EQU BU 4, RCO R308.1 -EACH PANE OF GLAZING INSTALLED IN HAVE A RISE NO GREATER THAN THAT PERMITTED IN 28, RCO 408.3 -ALL CRAWL SPACE ACCESS OPENINGS SHALL 47. NATIONAL ELECTRIC CODE NFPA 70 ARTICLE 210.12 8 - HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SECTION 311.5.3. BE A MINIMUM OF 18"x24". A RAN - -F 10.12(B EXCEPTIONS: THE LANDING AT THE EXTERIOR DOORWAY LLB CH CIRCUITS THAT SUPPLY 15 AND 20- AMPER SHALL BE PROVIDED WITH MANUFACTURERS OR INSTALLERS OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL B 20- AMPERE LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS SHALL NOT BE MORE THAN 8 1/4 INCHES (210 MM) BELOW _ R PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER LISTE vAS SHALL B . UPTER LISTE x £k'T ant AND THE SAFETY GLAZING STANDARD WITH WHICH IT THE TOP OF THE THRESHOLD PROVIDED THE DOOR OTHER 29• RCO R602.7 ALL HEADE S SHALL BE SIZED PER TABLES -H CIRCUIT. ' R502.5(1) AND R502.5(2) AND DESIGNED TO MEET THE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT.. COMPLIES, WHICH IS VISIBLE IN THE FINAL INSTALLATION. THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT THE LABEL SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC SWING OVER THE LANDING. THE WIDTH OF EACH LANDING PROVISIONS OF THIS SECTION. FIRED, EMBOSSED MARK OR SHALL BE OF A TYPE WHICH SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY 30. RC R602,8 - FIREBLOCKIN ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES 0 G SHALL BE PROVIDED TO CUT DESTROYED. 914 MM MEASURED IN THE DIRECTION OF TRAVEL. OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND ( ) f } } A HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER k.. DRAWIR!GS BY: 11. RCO 311.5 -STAIRWAYS SHALL NOT BE LESS THAN 36" IN BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE 5. RCO R308.4 -PROVIDE TEMPERED GLAZING, AS CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED ROOF SPACE. NORTHLAWN SUMMARIZED BELOW: HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM CONSTRUCTIQN 1. IN INGRESS AND EGRESS DOORS. HEIGHT, (SEE DRAWINGS FOR STAIR DIMENSIONS.) RC R 4.9 - Y V SERVICES I, yNO 31. 0 60 MASONR 0 ER OPENINGS SHALL BE _ SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR 2. IN FIXED AND SLIDING PANEL DOCKS AND PANELS IN 12. RCO 311.5,6 HANDRAILS SHLL BE PROVIDED ON AT LEAST , SWINGING DOORS. ONE SIDE OF EACH CONTINUOUS RUN OF TREADS WITH FOUR MASONRY LINTEIS OR MASONRY ARCHES, DESIGNED TO I M.. DRAWN SY OR MORE RISERS. SUPPORT LOADS IMPOSED. 3. IN STORM DOORS. 13. RCO 311.5.6.3 -HANDRAIL GRIP SIZE SHALL HAVE AN NCS OUTSIDE DIAMETER OF AT LEAST 1-1/4" BUT NOT LARGER 32. RCO R604.13 -BEAMS, GIRDERS OR OTHER CONCENTRATED 4. IN UNFRAMED SWINGING DOORS. LOADS SUPPORTED BY A WALL OR COLUMN SHALL HAVE A MODEL ISSUJ d THAN 2 DIAMETER. SEE CODE SECTION FOR ORNAMENTAL „ 5/21 /07 PROFILE REQUIREMENTS. MINIMUM BEARING OF 3 IN LENGTH MEASURED PARALLEL 5. IN ENCLOSURES FOR HOTTUBS, WHIRLPOOLS, SAUNAS, TO THE BEAM UPON SOLID MASONRY NOT L SS THAN 4" IN PLOTTED: STEAM ROOMS, BATHTUBS, SHOWF_RS, AND IN ANY _ E 14. RCO R312.1 PORCHES, BALCONIES OR RAISED FLOOR THICKNESS, OR UPON A METAL BEARING PLATE OF PART OF A WALL ENCLOSING THESE COMPARTMENTS SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR AD AT DESI N AN IME I N T T I T T WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS EQU E G D D NS 0 S 0 DIS R BU E HE T GRADE SHALL HAVE GUARDS NOT LESS THAN 36 IN LOAD SAFELY. LESS HAN 60 ABOVE DRAIN INLET AND 36 HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF HORIZONTALLY FROM THE INSIDE EDGE OF THE TUB. OR R TH - COMPARTMENT. MO E AN 30 ABOVE FLOOR OR GRADE SHALL HAVE 33, RCO TABLE R802.4(2) BOTTOM CHORDS OF TRUSSES GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED SHALL BE DESIGNED TO SUPPORT A MINIMUM LIVE LOAD OF MODEL• 6• IN AN INDIVIDUAL, FIXED, OR OPERABLE PANEL VERTICALLY FROM THE NOSING OF THE TREADS. 20 PSF AND A MINIMUM DEAD LOAD OF 10 PSF. ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL 34. RCO R803.2.2 -THE MAXIMUM ALLOWABLE SPANS FOR EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED 15• RCO R312.2 -REQUIRED GUARDRAILS ON OPEN SIDES OF WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL NOT „ STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL EXCEED THE VALUES SET FORTH IN TABLE R503,2.t.1(1) ABOVE THE FLOOR OR WALKING SURFACE. ALL CLOSURES WHICH DO NOT ALLOW PASSAGE OF AN OBJECT 35, RCO R803.2.3 -INSTALLATION OF ROOF SHEATHING SHALL MODELS 7, 4" OR MORE IN DIAMETER. BE INSTALLED WITH JOINTS STAGGERED OR NONSTAGGERED IN INDIVIDUAL FIXED OR OPERABLE PANELS THAT MEET ALL OF THE FOLLOWING CONDITIONS: IN ACCORDANCE WITH TABLE R602.3(1). - 16, RCO R313.2 -SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH - RCO R807 - AN ACCESSIBL ATTIC ACC FRAME 7,1. EXPOSED AREA OF AN INDIVIDUAL PANEL IS WIRING IS SERVED FROM A COMMERCIAL SOURCE AND WHEN S6• E ESS D ' OPENING NOT LESS THAN 22 x30 SHALL BE PROVIDED TO 5 Y GREATER THAN 9 SQUARE FEET, PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER 7.2. BOTTOM EDGE IS LESS THAN 18" ABOVE THE FROM A BATTERY, ANY ATTIC AREA GREATER THAN 30 SF HAVING A CLEAR SHEET: >r; FLOOR, HEIGHT OF OVER 30". 17. RCO R314.1 -EXCEPT WHERE OTHERWISE NOTED IN SECTION 7.3. TOP EDGE IS GREATER THAN 36" ABOVE THE 314.2, ALL FOAM PLASTIC OR FOAM PLASTIC CORES IN _ RESIDENTIAL FLOOR, AND 37. RCO R905 AN ICE BARRIER THAT CONSISTS OF AT LEAST MANUFACTURED ASSEMBLIES USED IN BUILDING 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF CODE OF OHIO 7.4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 CONSTRUCTION SHALL HAVE AFLAME-SPREAD RATING OF SUMMARY SHEET HORI NTALLY OF GLAZING. ASELF-ADHERING POLYMER MODIFIED BITUMEN SHEET ZO NOT MORE THAN 75 AND SHALL HAVE ASMOKE-DEVELOPED SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND RATING OF NOT MORE THAN 450 WHEN TESTED IN THE EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 MAXIMUM THICKNESS INTENDED FOR USE IN ACCORDANCE INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. WITH ASTM E 84. DO. f i yy k NOT S: GENERAL CONSTRUCTION E G LLJ R T 2x4 WOOD PLATE L GLUE & NAIL SUBFLOOR TO BAND BOARD GLUE & NAIL SUBFL00 0 GENERAL: > ¢ N BAND BOARD ND BRD ON BEAM ~ I JOIST AT BAND BRD JOIST AT BA „ 1/8'~ FOAM SILL 1. THIS DESIGN IS LIMITED TO TWO STORY RESIDENiIAL'CONSIRUCTlON ID 1/8 FOAM SILL FLOOR JST SIZE VARIES. SEALER FLOOR JST, SIZE VARIES. STEEL BEAM WITH LOADS DISTRIBUTED ON FOUNDATION WALL. CONCENTRATED l W It Z ~ a w SEALER NNY TOE NAILS (2) 14-PENNY TOE NAILS, (SIZE VARIES}, LOADS MAY REQUIRE PILASTERS OR ADDITIONAL REINFORCING. ( (2) 10 PE BRICK (n W M co s~.' ~ . N 00 5;pso n MIN INTO SILL AT EA JST MIN, INTO SILL AT EA JST 4' MIN BRG 2. FOOTINGS SHALL GEAR ON UNDISTURBED SOIL WITH A MINIMUM TOP 1 -0 WEEPS 32 ' TREATED 2x6 SILL PLATE, Tpp 1'-0" ALLOWABLE BEARING STRENGTH OF t500 PSF. 4XSX16 TREATED 2x6 SILL PLATE, OC HORZ CHOR w STRAP ANCHORS 4X4X16 SOLID ~ t- Q Zo ~z BLOCK WITH FULL 1 2 DIA ANCHOR BOLTS AN „ / FOOTINGS: / /I SOLID BLOCK WITH o ~ BODY COLOR AT 6'-0" OC; GROUT SOLID o a AT 4 -0 OC, GROUT U p ~o;3 VIj I ~ FULL BODY ~ 1. 16" X 8" MINIMUM CAST-IN-PLACE CONCRETE FOR 8" MASONRY OR A5 ! ~ ~ TOP 16" W/ 2500 PSI TOP 2 CRS W/ 2500 PSI SWOWN ON THE PLANS. CONCRETE SHALL HAVE A MINIMUM 28-DAY p )R AS CI O x V. )AY Z I GROUT I GROUT COLOR oe COMPRESSIVE STR~NGTH OF 2500 P51. 20" X 8" MINIMUM CAST-IN-PLACE t, IN-PLACE Vl E 8x8x16 SOLID CONC BLK cap CONCRETE FOR 12 MASONRY OR AS N07ED. ; ~ti~9 428x16 SOLID BLK (4x8x16 U r~~o ock. CONC BLK WITH CELLS PVC FLASHING (USE 8x8x18 STND CONC 10 MASONRY NOTES: ~ SET GRADE TO EXPOSE i GROUTED SOLID AT EA GROUT AIR SPACE 1 BLK AT EA REBAR/BOLT) MAX 12'. SLOPE FLOW 424x16 STD , „ REBAR/BOLT) SOLID BTM CRS B 8x8x16 S1ND CONC BLK MASONRY' Z V) GRADE AWAY 6 IN FLASHING SOLID BLK '-0" 4x8x16 STND CONC BLOCK 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL FIRST 10 STEEL SHIMS, AS REO D REQUIREMENTS OF AC) 530.1 ASCE 6 "SPECIFICATIONS FOR MASONRY v, JC SET GRADE TO EXPOSE 12x8x18 TERMITE CONC BLK, )NRY J oo D0 VF,° F TUFF-N-DRY " EXCEPT AT REBAR STRUCTURES" EXCEPT A5 MO IFIED BELOW. ~ WATERPROOFING MAX 12, SLOPE 8x8x16 TERMITE CONC BLK I 1'H OF Q N w 8x8x16 STND CONC BLK, GRADE AWAY 6 IN 2. MASONRY SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF k' f TYP 12x8x16 STND CONC BLK, 1900 PSI AS DETERMINED BY THE AVERAGE NET AREA METHOD. - FIRST 10 -0 J 1 3/16 TYP 12x8x18 TERMITE CONC BLK RETE MASONRY UNITS CMU SHALL CONFORM TO ASTM C90, TYPE I WARM-N-DRY TUFF-N-DRY 3. CONC ( } .TYPE. WATERPROOFI G # Oft TYPE II UNITS WITH 2 CORES, REINFORCING A5 REQUIRED. ' N 1 9 REBAR AT 6 -0 OC, INSULATION t #9 REBAR AT 6 --0 OC, 4x8x16 STND CONC BLK, GROUT SOLID FULL HG7 w/ ' GROUT SOLID FULL HGT w/ TYP 4. MORTAR SHALL CONFORM TO PROPOR110NS SPECIFICATIONS OF ASTM ?c: 'f GRAVEL 2500 PSl GROUT. 1--3/16 2500 P51 GROUT. C270, TYPE 5. ALTERNATELY, Ti•IE FOLLOWING 2 FIELD MIXES ARE >TM _REVISION BACKFILL, MIN WARM-N-D 8x8x16 STND CONC BLK, ACCEPTABLE: • PART 3'-0" HIGH INSULATION TYP --CEMENT~LIME: MIX 1 PART PORTLAND CEMENT, 1/4 TO 1/2 PART b o ~ HYDRATED LIME AND 2 1 2 TO 3 PARTS SAND, OR . z° r I WEEP BLOCK GRAVEL ~ WEEP BLOCK M 12x8x16 STND CONC BLK, -MASONRY CEMENT: MIX PART MASONRY CEMENT, 1/2 PART i~ BACKFILL, MI PORTLAND CEMENT AND 2 1/2 TO 3 PARTS SAND. RT 6 Y 4" CONC SLAB w 15 TYP AB w 15 3 -0 WIGH / # 4 coNC SL / # T GROUT FOR CORE FILLS AT RE®AR & ANCHORS: FELT " FEL VEL 20 Wx8 D VAP BAR ON 4" GRAVEL, „ SHA CONFORM TO ASTM CA76 AND HAVE A MINIMUM 28-DAY 16 Wx$ D VAP BAR ON 4 GRA PER LOCAL CODE 20 Wx8 D 1, COMPRESSIVE STRENGTH OF 2500 PSI. GONC FTG PER LOCAL CODE CONC FTG CONC FTG ' ' ` `a 2. MAY BE FIELD MIXED AS FOLLOWS: •a• ~ BACKFILL BACKFILL e -MIX 1 PART PORTLAND CEMENT, 1/10 PART HYpRATED LIME AND 3,: PARTS SAND. ADD SUFFICIENT WATER TO PROVIDE A SLUMP OF AND 3 r FP OF xz h. ' FNDN DRAIN ~ 3 ROUND FNDN DRAIN ' R UND ' 8 TO 10 INCHES. ' 3 0 ' ~ ~ CONNECTED TO SUMP PIT _ 3. SPACES SHALL BE FREE OF MORTAR PROTRUDING IN CONNECTED TO SUMP PIT 3 12 CRS PILASTER r - TYPICAL 2 12 CRS w BRICK WALL SECTION TYPICAL EXCESS OF 1/2 INCH, MORTAR DRIPPINGS AND OTHER DEBRIS. 1 12 CRS WALL SECTION ~ SEE DETAIL 1/D2 FOR STANDARD NOTES " NOTES TYPICAL FOR AL1 SECTIONS, 1 2'~=1 -O NOTES TYPICAL FOR ALL BRICK SECHERWIS£ D2 SCALE: 1/2 =1-0 w KETS AT PILASTERS SHALL BE GROUTED =1 -0 RWISE D2 SCALE: / UNLESS NOTED 0 4. CORES BELO BEAM POC D2 SCALE: 1/2 UNLESS NOTEDOTNE SOLID FOR 2 COURSES WITH 2500 PSi GROUT, OR THE COURSE AT BOTTOM OF POCKET SHALL BE EITHER A SOLIp UNIT OR A TERMITE UNIT:' iE UNIT. 5. CONSOLI9ATE AT TIME OF PLACEMENT. POUR IN LIFTS „ TREATED 2x4 SILL PLATE, „ OF 12 INCHES IN HEIGHT AND PUDDLE BETWEEN LIFTS, p TOP 1 -0 1/2 DIA ANCHOR BOLT AT . 4XSX16 RE-BAR: DLOCK WITH FULL 6'-0" C/C, GROUT SOLID y A~ vi, BODY COLOR TOP 2 CRS AT BOLTS 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615; GRADE 60: ,I I 4x8x16 SOLID BLK WITH 4x8x16 SOLID CONC BLK CELLS GROUTED SOLID AT USE 4x8x16 STND CONC 2. PLACE VERTICAL REINFORCING AT THE MAXIMUM SPACING INDICATED. I ( BARS SMALL BEGIN AT THE MAXIMUM SPACING FROM ALL CORNERS. ED. ZS. ANCHOR BOLTS osr~~• BLK AT BOLT LOCATION) WALLS THAT ARE LESS THAN rnT RE ~IMR D BO BE REINFORCED. EN EN cR ~ CORNERS OR SUPPORTS ARE NO QUI E r 4z8x~8 STND CONC BLK 4x8x16 STND CONC BLK TOP 1 -0 P iE A R' 1 TIE BRICK AND BLOCK 4X8X16 3. PLACE REINFORCING STEEL PRIOR TO CONCRETE FILL AND PROVIDE A TOGETHER WITH gLpCK WITH MINIMUM OF 1/4 INCH CLEAR OF~ ANY BLOCK SURFACE. DUR-A-WALL FULL BODY 4. BAR PLACEMENT TOLERANCES SHAH BE AS FOLLOWS: GROUT CAVITY SOLID COLOR -DISTANCE FROM BAR s~ EXTERIOR FACE OF WALL SHALL BE 3E BETWEEN BRICK AND BLOCK - -WITHIN t/2" + OF CENTERLINE OF CORE. CRAWL K SPACING BET EN BARS SHALL BE WITHIN 2" ALONG LENGTH CRAWL BELOW FLASHING 4x8x16 STND CONC BL OF WALL IG LENGTH ktllC C. 11 i I BACK FILL: • ' ~ 6 MIL VAP BAR A KfILL TO FINISH GRADE MAY BE ANY NATIVE SOIL Wh11CH IS FREE . a:° , ~ a "''4.' cRpOE MIN DISTANCE 1. OFCDEBRIS ORGANIC TOPSOIL, AND ROCKS OVER 6" IN SIZE, =REE 4 n, OVER 4 GRAVEL, EQUALS FOOTING 1 ELE4ATION MIN 2" GRAVEL 2, FOUNDATION WALLS SHALL BE PROPERLY BRACED PRIOR TO , 4 WALL SECTION 5 6 CRS w BRICK CRAWL WALL SECTION DIFFERENTIAL COVER ON FTG PERFORMING BACKFILL OPERATION. 6 CRS CRAWL ' " SEE DETAIL 1/D2 FOR STANDARD NOTES "=1'-a" SEE DETAIL 2/D2 FOR STANDARD NOTES . 1 2 =1 -0 D2 SCALE: 1/2 D2 SCALE, / WOOD FRAMING NOTES: . CRAWL BASEMENT f 1. WOOD PLATE - MOISTURE TREATED ~2 SOUTHERN YELLOW PINE, OR BETTER OR DRAWINGS BY r " N TOP 1 -0 2. MUDSILL ANCHORS - 1/2" DIA X 18" ANCHOR BOLT NORTH LAWN; x • 4X8X16 L CONSTRUCTION BLOCK WITH FULL • ' 8x4x16 SOLID CONC 3, ANCHOR BOLT SPACING SMALL BE 6' OC ALONG LENGTH OF WALL BODY COLOR a"•'~'4~' BLK WITHIN 1' OF CORNER AND WITHIN 1' OF MUDSILL SPLICE. A MIN. OF OF SERVICES, INC o II TWO BOLTS SHALL BE INSTALLED IN EACH MUDSILL REGARDLESS 8x8x16 STND OF MUDSILL LENGTH. 1=, 3 II ~ CONC BLK, TYP 4. CONSTRUCTION ApHE51VE -DEVELOP THE FULL SHEAR OR 4 0 ORF A OF A E GRADE ca LUMBER, COMPATIBLE WITH 1REATED LUMBER. SONNEB N 0 PL PREMIUM, HILII CA3400, FRANKLIN TITEBOND ALL WEATHER OR 1 'ol SUBFLOOR ADHESIVE, OR EQUAL ADHESIVE. DRAWN BY. 4 NCS U. it, o • i a MODEL ISSUED 4/20/06 ~tv PLOTTED. e. . a, 5 . ,,,q • Nr tlrJ 3A CRAWL ACCESS WALL SECTION 7 6 CRS w BRICK GARAGE WALL SECTION 12 CRS 6 6 CRS GARAGE WALL " ' " SEE DETAIL 1/D2 FOR STANDARD NOTES " ' 'SEE DETAIL 2/02 AND 5/D2 FDR STANDARD NOTES D2 SCALE: 1 2"=1 ~-O~~ SEE DETAIL 1/p2 FOR STANDARD NOTES 2 LE. 1 2 =1 -0 / D2 LE: 1 2 -1 -0 D SCA / SCA / MODEL: i' TREATED 2x8 SILL ' PLATE, 1/2" DIA 4" CONC ON VAP TOP 1'-O" ~ ~ ANCHOR BOLT 6 -0 BAR • 4XSX16 I I C/C ALL~.DUBLIN BLOCK WITH FULL h~ TOP 8" SOLID 4x8x18 BODY COLOR r i i BLK WITH FULL BODY •o ` p~ COLOR • smo 8x6x LD MODES ' K S;II BLK, USE STND BLOC sTrro AT ANCHORS E ,I BASERENT gtAD FOOTING 10 ~ f ex8x16 STND CONC k LK TYP 2" FOAM B 1NSUL SHEET; , I 1 BASEMENT WAW+ a , . . J• i , DETAILS _ a 12 CRS-. Q~?TIQN;A a . r:4 . ~f R WALL SECTION 10 4 CRS w BRICK GARAGE DOOR SECTION $ WALK-OUT BASEMENT REA 9 4 CRS GARAGE DOOR SECTION r~ " ' " SEE DETAIL I D2 FOR STANDARD NOTES " SEE DETAIL 2/D2 FOR STANDARD NOTES D2 SCALE: 1 ~ei=1 ~-O" SEE DETAIL 1/D2 FOR STANDARD NOTES 2 ALE: 1 2 -1 0 / 2 =1 _0 D SG / D2 SCALE. 1 / DZ''. @M1~j R j r k6 k°: S 2X4 STUD WALL w/ BRICK VENEER SHEATHING w/ 2X4 STUD WALL w/ 2X4 TRACK NAILER 15 BLDG FELT 15# BLDG FELT LAPS U o N ON z SHEATHING # OVER STEEL ANGLE OH DOOR TRACK VERT 2X FOR Q N DRIVE SUPPORT WEEP HOLES (32" 0/C) W J 2X8 CEDAR TRIM -CUT LLJ -j 00 ~F TO FIT 5 1 2" GARAGE DOOR STEEL ANGLE, SEE / HEADER -SEE DETAIL P/DO5 O 4 7t ' EDGE OF GARAGE STRUCT PLAN SLAB BRICK BEYOND WOOD PORCH BEAM U < 0~ cy- O 0 ~ Z d •Z r. s;. _ ' I I 2X4 NAILER O D] c~ i D m 0- I ~ (2) SIMPSON H2.5 ~ w 5-6d NAILS 2X8 CEDAR F ' a ~ / BRICK VENEER 1x WOOD PER FACE, ONE EACH < o~N 3w 'S ~ z~ COLUMN CAP SIDE OF BEAM G GARAGE DOOR JAMB -BRICK H GARAGE DOOR HEADER -BRICK Q . 0Q SIMPSON ABA44 w/4x4 POST " ' " PLAN VIEW " ' " SECTION VIEW slMPSON ABAS6 w/6x6 POST D5 SCALE: 1 =1 -0 D5 SCALE: 1 =1 -0 PORCH COLUMN SIMPSON ABU88 w/8x8 POST ' ~ N y~yrt 63 PER PLAN 1x WOOD 6-iOd NAILS (3 PER SIDE) " ° K W w/4x4 POST BLOCK WALL (BELOW) L HEADER BLOC BEL W 2X4 STUD WALL / - COLUMN BASE I 8-i6d NAILS (3 PER SIDE) -VERT (TOP SHEATHING w/ I I w/sxs PosT 2X4 STUD WALL w/ OF FROSTWALL ONLY) 15# BLDG FELT SIDING, OR OTHER I 18-16d NAILS (3 PER SIDE} SHEATHING FINISH (SEE Q DETAIL NOT USED I 2X4 TRACK NAILER VERT 2X FOR I w/8x8 POST DRIVE SUPPORT ELEVATIONS) D5 SCALE: •I - REVISaONS II . ' OH DOOR TRACK FLASHING ~ ~Ot~C.. PORCH a ' . II q • . GARAGE DOOR ~ KR a itf3~~ ~ ' " 2X8 CEDAR TRIM -CUT HEADER -SEE 1x SMART TRIM TO FIT 5 1/2" STRUCT PLAN (SEE ELEVATION pok CQWMN (1)-1/2" ANCHOR w/4x4 P05T ) (i)-5/8" ANCHOR w/6x6 POST EDGE OF GARAGE 2X4 NAILER fr fi- (2)-5/8" ANCHORS w/8x8 POST SLAB - F,S ih ; r, 2X8 CEDAR I 1x SMART TRIM (CUT TO 5 1/2" ~ (SEE ELEVATION) t j . e . EXT FINISH (AS NOTED) ~ t A J - K - PORCH COLUMN DETAIL GARAGE DOOR JAMB SMART TRIM GARAGE DOOR HEADER SMART TRIM " PLAN VIEW SECTION VIEW D5 SCALE: 1 =1 -0 D5 SCALE. 1 =1 -0 D5 SCALE: 1 =1 -0 BLOCK WALL BELOW °L" HEADER BLOCK BEL W 2X4 STUD WALL w ( ) / -VERT (TOP SHEATHING w/ 2X4 STUD WALL w/ OF FROSTWALL ONLY) 15# BLDG FELT SIDING, OR OTHER { s SHEATHING ~ FINISH (SEE 2X4 TRACK NAILER VERT 2.. FOR DRIVE SUPPORT ELEVATIONS) OH DOOR TRACK FLASHING GARAGE DOOR . y k' 2X8 CEDAR TRIM -CUT HEADER -SEE • V "t~ TO FIT 5 1/2" STRUCT PLAN e k` • EDGE OF GARAGE 2X4 NAILER R DETAIL NOT USED INSULATE w/R-19 AT JOIST SLAB OVERHANG AND RIM JOIST 2X8 CEDAR D5 SCALE: I (CUT TO 5 1/2" FLOOR JOIST (SEE STRUCTURAL PLANS) t WALL OR SUPPORT EXT. FINISH AS REO'D ( ) BELOW L GARAGE DOOR JAMB - NO TRIM M GARAGE DOOR HEADER - NO TRiM D5 SCALE: 1 "=1'-O" PLAN VIEW D5 SCALE: 1 "=1'-O" SECTION VIEW ;ri;'~'ryrd 8x8x16 STND "L" HEADER BLOCK - V RT CONC BLK (TOP OF FROSTWALL ON Y) DRAWINGS BY: 2X4 TRACK NAILER ABO E NORTHLAWN ; SIDING OR LINE OF CONC BLK CONSTRUCTION OTHER FINISH FNDN WALL BELOW w/DRIP EDGE SERVICES, INC k 2'-0" MAX F SIDING OR 3/8" ROUGHSAWN OTHER FINISH SHEATHING DRAWN BY: szff N CS M0DELr ISSUED;: HDR BLK B N - P EXTERIOR CANTILEVER DETAIL GARAGE DOOR JAMB BELOW CONC SLAB DETAIL NOT USED S DETAIL NOT USED g Y` PLOTTED s D5 SCALE: 1 "=1'-O" CANTILEVER LESS THAN 16" ABW GRADE D5 SCALE: D5 SCALE: D5 SCALE: 4/20]06 INSULATION 1/2" GYPBD ON r (AS REO'D) VAULTED TRUSS 2x4 2X6 BRACE 1/2" GYPBD (PAINTED) MODEL: . 64 ' (CONT. ACROSS ON 7/16" OSB 2X12 g TRUSSES) CORNER BEAD AND CEILING LINE CEILING LINE LINE SPACKLE 2X OCKIN X t' s" T1P ~ 6 BL G 2 6 BLOCKING (SEE PLAN) ~ ALL FLOOR JOISTS (SIZE 2X6 BLKG 2'-0" , MAY VARY), BLOCK AS (SEE FLOOR PLAN) MODE' S REO'D ~M, 1X12 (#3 WHITE PINE) EQUAL EQUAL 1-2' 2X4 WALL 1 /2" GYPBD 2'-0" u.N.o. (SEE FLOOR PLAN) 1/2" GYPBD SHEET:t r 2X4 CONT. BLKG 2X4 BLKG, 24 O.C. TOP AND BTM 2X4 WALL 2X4 WALL (TYP) LINE OF WALL CABS 1/2" GYPBD GARAGE DOOR, i INTERIOR CLG, MISC DETAILS s C PLANT SHELF DETAIL D KITCHEN SOFFIT DETAIL E DOUBLE TIER COFFER CLG F SINGLE TIER COFFER CLG D5 SCALE: 1 "=1'-O" D5 SCALE: 1 "=1'-O" (SOFFITS ONLY WHERE NOTED ON PLANS} D5 SCALE: 1 "=1'-O" D5 SCALE: 1 "=1'-O" D5 r LYY W ` „ ROOF ASSEMBLY: WALL ASSEMBLY: ROOF A55EMBLY: WALL ASSEMBLY: 3 4" AIR SP CE • MASONRY OPENING LINTEL SCHED / A SHINGLES / 15# BLDG FELT /ICE GUARD BRICK VENEER / SHINGLES / 15# BRICK VENEER / MAINTAIN CLEAR 5/4" AIR SPACE, W a RAINTAIN CLEAR U 4 , w 1;>f 4 + ..1. / 3/4" AIR SPACE/ BLDG FELT /ICE 1/a" 3/4 AIR SPACE/ FP,OM TO SECTION OF ANGLE FOR PROPER H "OR PROPER 4 7/16" 058 BOAR 15# BLDG FELT GUARD / 7/16° 15# BLDG FELT ° L3-1 2x3-1 2"x5 16" DRAINAGE 4 0 / / / ~ A )RAINAGE ROOF FRAMING (HORZ LAP) / OSB (HORZ LAP) / " " L P FLASHING C 1x8 SMART TRIM SHEATHING / BOARD /ROOF SHEATHING / 4 -1 5 -6 L4x3-1/2 x5/16 LLV STL ANGLE AP FLASHING OVER r7 'F~ ;TL ANGLE O ifj SMART SIDING FASCIA FRAMING w/ FRM'G N? FRAMING w/ 5'-7" 6'-6" L5x3-1/2"x5/16" LLV " R-13 GATT INSUL/ (2) 2x6 LADDER R-13 GATT INSUL/ 6'-7" 8'-4" 15x3-1/2"x5/16" LLV CONT STL ANGLI 1-1/4 Z FLASHING ALUMINIUM " ~ " ~ „ SEE SCHED) .ONT STL ANGLE` SEE SCHED) U.:...0 pz. 4 1 2 GYPBD 2X4 NAILER 1/2 GYPBD 8 -5 16 -4 Ux4 x3/8 LLV ( „ GUTTERS / 5/4 x4 CEDAR TRIM AND DOWN R-30 BLOWN 1X8 SMART TRIM 1/2" 0 x 3° LG /2" 0 x 3" LG : :ZjQ y APRON FLASHING SPOUTS 41/+" 1/2° GYPBD-16" O.C. INSUL U.N.O. WALL ASSEMBLY: (MIN) LAG BOLT FRAMING 1x10 SMART TRIM BRICK VENEER / 3/4 16"oc MAX , Al MIN) LAG BOLT AT ul 6"oc (MAX), AT Z m „ 1x12 SMART " " „ ( ) , MAINTAIN 3/4 MIN 5/8 GYPBD-24 O.C. - 1x4 SMART TRIM - AIR SPACE/ 15# BLDG 6 -7 thru 16 - 01, :D co 0 ' ;'-A7" thru 16'-4" CLEAR AT BTM OF TRIM w/ ~Z FRAMING R AT 0 FELT (HORZ LAP) / q t. 4°x16': , b. .....,n.SliNt~11~NG~,"` 0 ~ , ° ° ° ~ ~ ' ~ " a" ` R-30 BLOWN INSUL ELEV ONLY, SEE ELEV VENT -SEE 'o' i a ROOF SHINGLES OVER U.N.O. 2X4 NAILER SHT W/ R-13 GATT INSUL / ELEV FOR 1/2" GYPBD WEEPHOLES AT TYP ROOF STRUCTURE LOCATION 2X2 CONT BLKG 1/2" GYPBD-16" O.C. OF SOLDIER 32" VEEPHOLES AT BTM Q rn n co ' F W BRICK: )F SOLDIER 32 oc = q I` 1x4 SMART TRIM - FRAMING GALV TIES AT 1 PER ' 11 1/4" 2X4 NAILER, CUT TO 5 8" GYPBD-24" O.C. a 1!¢" ~ z FRIEZE AT FRONT / 2 2 3 SQ FT, 32" oc " ~ 2-1/2, w/LADDER / SEE ELEV m ~ ~ ELEV ONLY, SEE V BLKG AS REQ'D FRAMING MAX HORZ SPACING SEE ELEV r ~ ~ SHT , BRICK BEYONp`:~ 3RICK BEYONp - i J PT'L SMART SIDING -SECTION AT WALL N EAVE DETAIL -BRICK VENEER P RAKE DETAIL -BRICK VENEER W BRICK VENEER -HEADER 0 u ~ » » > " NOTES TYPICAL FOR ALL EAVE SECTIONS, " ' " NOTES TYPICAL FOR ALL RAKE SECTIONS, ' n REVIS1O,N D6 SCALE: 1 =1 -0 UNLESS NOTED OTHERWSE D6 SCALE: 1 =1 -0 UNLESS NOTED OTHERWISE D6 SCALE: 1 1 /2 =1 -0 D6 SCALE: 1 =1 -0 4',~ i t Iti t tr r .'F WALL ASSEMBLY: WALL ASSEMBLY: WALL ASSEMBLY: HORZ SIDING HORZ SIDING/ BRICK VENEER / 3/4" / SHEATHING/ SHEATHING/ AIR SPACE/ 15# BLDG F l y t WALL FRAMING WALL FRAMING FELT HORZ LAP ( SMART SIDING w/ R-13 GATT w/ R-13 BATT SHEATHING /FRAMING _ » INSUL / 1/2" 1NSUL / 1/2" W R-13 GATT INSUL / BRICK BEYOND 3RICK BEYOND 1 1/4 Z FLASHING / GYPBD GYPBD 1/2" GYPBD * .v 1 r } fro y~ iTa* 5 4"x4" CEDAR TRIM BRICK ROWLOCK / 1x6 SMART TRIM OUCH OPENING SLOPED TO DRA 3RICK ROWLOCK , ;LOPED TO DRAIN; - ~ ' STEP FLASHING GROUT SOLID ROUT SOLID 1x4 SMART TRIM - FRIEZE AT FRONT BRICK: v S ROOF SHINGLES O'VER ELEV ONLY, SEE ELEV GALV TIES AT 1 PER TYP ROOF STRUCTURE 1x12 SMART SHT 2 2/3 SQ FT, 32° oc TRIM w/ ~ MAX 24" VERT HORZ WEEPHOLES AT, " F 4r VEEPHOLES 032 a ° ~ / 3 4" oc ABV 20 MIL ' MAINTAIN 3/4 MIN 8"x16 EAVE ~ MAX SPACING / >c ABV 20 MIL CLEAR AT BTM OF VENT -SEE VINYL FLASHING; (INYL FLASHING, .AP OVER WD SILL t TRIM ELEV FOR LAP OVER WD S LOCATION PLATE AND UND 'LATE AND UNDER ROWLOCK ZOWLOCK~ t` - ~ 11 1 /4" 5 1 /2" \ obi K OPT'L SMART SIDING -SIDE WALL VIEW R SAVE DETAIL -SIDING S RAKE DETAIL -SIDING X BRICK VENEER -SILL D6 SCALE: 1 "=1'-0" D6 SCALE: 1 "=1'-O" SEE DETAIL N/D6 FOR STANDARD NOTES D6 SCALE: 1 "=1'-0" SEE DETAIL P/06 FOR STANDARD NOTES D6 SCALE: 1-1 /2"=1'-0" WALL ASSEMBLY: WALL ASSEMBLY: } lF, 1-1 4" °Z" FLASHING 5 4" SMART TRIM CULTURED CULTURED / ~ / 2 1/4" OVER CEDAR CORNER STONE /LATH STONE /LATH y k tl~ k & SCRATCH COAT/ & SCRATCH COAT/ 5/4"x4" SMART SIDING SHEATHING/ WALL SHEATHING/ WALL CEDAR „ „ „ FRAMING w/ R-13 ~ FRAMING w/ R-13 1-1/4 Z L Nz BATT INSUL STEP FLASHIING OVER BATT INSU / ~g / f • FLASHING CEDAR AND UNDER 1/2 GYPBD 1/2 GYPBD CORNER TRIM I 1x6 SMART TRIM DRAWINGS „ „ I~ 5/4 x4 CEDAR 1x4 SMART TRIM - 2 1/ LAWN ' . APRON FLASHING FRIEZE AT FRONT NORTH CONSTR T UC I4 ~ ; ELEV ONLY, SEE ELEV I HT RO SHINGLES SERVICES, I I, ~I I I°~°. DRAWN BY~ 11 1/4" 5 1/2' N CS V. t MODEL ISSUEps` L - T - V - T V NE R Y DETAIL NOT USED OPT L SMART SIDING CORNER VIEW EAVE DETAIL CULTURED STONE VENEER RAKE DETAIL CULTURED S ONE E E PLOTTED: A D6 SCALE: NOT TO SCALE D6 SCALE: 1 "=1'-0" SEE DETAIL N/D6 FOR STANDARD NOTES D6 SCALE: 1 "=1'-0" 5EE DETAIL P/D6 FOR STANDARD NOTES D6 SCALE: 4/20/06. r~ All" ROOF ASSEMBLY: SHINGLES / 15# BLDG FELT /ICE GUARD / 7/16 05B BOARD /ROOF Locw FRAMING / 1/2 GYPBD-16 O.C. MODEL- FRAMING / 5/$" GYPBD-24" O.C. FRAMING ~ INSUL BAFFLE AT ~ EA JOIST SPACE ~ ~ R-30 BATT INSUL ~ n ALL1.11141 11 JOIST FRAMING - MDDELf° SEE ROOF FRAMING PLAN CUT RAFTER ~ TAIL AS SHOWN SHEET: x FOR ATTIC CIRCULATION ;s l #i `x 11 1/4" SMART SI~1N RAK µ BRICK .HEAD j °,I K EA' V M DETAIL NOT USED Q SLOPED CLG DETAIL U DETAIL NOT USED Z DETAIL NOT USED D6 SCALE: D6 SCALE: 1"=1'-0" SEE DETAIL N/D6 FOR STANDARD NOTES D6 SCALE: D6 SCALE: D 6 b YSa- CANTILEVER DIRECT VENT FIREPLACE INSIDE CO RNER DIRECT VEN F T (REPLACE Ix Ld 0 o Cq C-4 0 Fo Lis RX, DIRECT VENT PREFAB , FIREPLACE. ENCLOSE 5, „ 5 0 _p 5 _p ~ w/ 2x4's ts" oc UJ z Is 0 Z 0 I O N ~ I p EXTERIOR I \ OPT L i I FRAMING FOR 0 rRAMING FOR l'- < ~~i" I MASONRY N r MANTLE ~ I SHELF AREA WALL if ~ ~ I " N ~i \ ABV (36 ;HELF AREA V) li Lj- ~BV (36- z im 8"X6" TILE FL ~ " USN ~ WIDE x 20 0 co c; WIDE x 20" HEARTH ~ ~ DEEP MIN) )EEP MIN) Z) C-4 Lu ~ , „ v may ~•"~wrrv..JdYtli-~. MF-'.. ".J a. RC a n,_:l`_-f. \ ~ fW~-N~+Y'.u1W.M:xn./ r. ~~\I M \ • o W (~o os SlLL ~ \ ~~i I PLATE N 8•. ~ \ ~ ~ in . \ /i~ rr C4 0 I ~ N Z ~ ~ CANTILEVER DIRECT VENT FIREPLACE _ A ~ ~ FLOOR PLAN -----__-----------I ~ D9 SCALE: 1 /2 =1 -0 m m \ EQ 3 o EQ ~ ~ REVISION51t 0 0 0 sod ~ cs , ~ I Q 8'' ~ 9 M .F. W I v 05 CORNER DIRECT V N I E T F REPLACE H -FLOOR PLAN D9 , SCALE: 1 /2 =1 0 TYPICAL 16" oc FLOOR JDIST LAYOUT WITH OR WITHO FIREPLACE OPTION Nom: PER MANUFACNRER'S SPECIFICATIONS, FIREPLACE DISCHARGE VENT MUST BE LOCATED A MINIMUM OF 12" FROM WINDOWS CANTILEVER DIRECT VENT FIREPLACE CANTILEVER DIRECT VENT FIREPLACE RN R DI CO E RECT VENT FIREPLACE B -TILE SURROUND ELEVATION D -FRAMING PLAN Joists Parallel to Cantilever F TILE SURROUND ELEVATION 0 D9 SCALE: 1/2"=1'-0" SEE SHEET D10 FOR SURROUND OP110NS D9 SCALE: 1/2"=1'-O" D9 SCALE: 1 2"~1'-O" / r APRON FLASHING WALL ASSEMBLY; eml HORZ SIDING/ ROOF ASSEMBLY: 5HEATIiING/ I '?-YZa SHINGLES / WALL FRAMING „ 15# FELT PAPER/ w/ R-13 GATT 5 7/16" OSB INSUL / 1/2" ~'-4" 1'-4" ~Q w/CLIPS/ GYPBD 1X6x~A~CIA ~LUJn ON 2X6 LEDGER ALL 3 SIDES OF CHASE, AS SHOWN 12 SEE SHEET D10 FOR NO SOFFIT 4~ FIREPLACE MANTLE AND DRAWINGS B Y - SURROUND OpT10NS EXTERIOR a MASONRY I NORTHLAWN WALL ASSEMBLY: WALL N CONSTRUCTION HORZ SIDING/ 7/16" OSB SHT'G/ SERVICES, INC, 2x4'5 AT 16" oc/ R-13 64TT INSUL J DETAIL NOT USED ~y 2-2x8 LEDGER „ ~ ~ ~ sLL N D9 SCALE: 1/2 ~1 -0 PLATE ~ r Q I DRAWN I ~ NCS ~ J ~ M OQ FL~ \ I z ~ o: 2x6's AT 24" oc " ~ I w - o 5/8 T&G DECKING d' ~ ~ 1/2" GYPBD ALL SIDES ON 2x4's AT 16" oc ~ a ~ ~ ~ OF NICHE ~ I m m \ „ o I ~ o o ~z ~ P LO T: T E 1) 5/8 T&G DECKING, I ~ ~ ~ p o 1/2" GYPBD OVER 7/16" GLUE AND NAIL TO I a a- 05B ON 2x4 s AT 24" oc 4/~0/00 FLDOR JOISTS I N ~ tea- I . N (TYP BOTH SHELVES} w ~ DOUBLE ~ a CORNER BEAD AND I ROW OF ° a SPACKLE BRIDGING ~ ~ pD - I °p ~i~ \ - 1/2" GYPBD ON - MODEL., ~ ~ 2x4 WALL DBL U I o - I 2-2x8 HEADER R-19 GATT INSUL Z'~.~" °o oD 3 8" SMART w DIRECT VENT ~ ~1 / Q U ALL M SOFFIT ~ ~ = ~ FIREPLACE UNIT I I I ~ w ODELS- 1x4 FASCIA ~ ~ 3/4" T&G DECKING ¢ ~ ON 2x4's AT 16" oc ~ I ~i I 3/4" T&G DECKING I N ~ ON FLOOR JOISTS I SHEET: FIREPLACE DETAILS CANTILEVER DIRECT VENT FIREPLACE CANTILEVER DIRECT VENT FIREPLACE CORNER DIRECT VENT FIREPLACE DIRECT VENT C W S T( E G- ALL EC ON FRAMING PLAN Joists Per endlcular to Cantilever WALL SECTION K DETAIL NOT USED p9 SCALE: 1/2"=1'-0" D9 SCALE: 1/2"=1'-0" D9 SCALE: 1 2"=1'-O" D9 SCALE: 1 2"~1'-0" / / - - _r.,._.._...__.._.__..._...__~.___ . _ nq r LLJ O U Q Q' NQL~ _i. z ur~Q{ F"_ cy 0 co J dU~ Z ..JN 10 I. IL,o~7 CEILING -SEE WALL SECTIONS 0 z 4;.~ u Q v o V CC C CC C 3 4" " / 3/ cn IL,~ V) 7L O p„ ~F 1X4 ROUGH SAWN, TRIM 1X4 ROUGN SAWN, TRIM 1X4 ROUGH z SAWN, TRIM <0 . ! azoo TO FI7 TO FI7 TO FIT Q w U cok ATTACH WOOD ATTACH WOOD MANTLE AND MANTLE AND ATTACH WOOD 2 q ` ~j Q , ~h ~ ~ ~ [ ~ TRIM TO ~ ~ C ~ C ~ TRIM TO MANTLE AND d ca5 ' TRIM TO O N c~` _ a a o" , 2,1 TREATED PLK'G z„ TREATED BLK'G IN MASONRY EN MASONRY TREATED BLK'G a, y WOOD MANTLE WOOp MANTLE WOOp MANTLE WOOp MANTLE IN MASONRY Z ~a WOOD MANTLE _ Yk FIRE-BRICK FlRE-BRICK FIRE-BRICK FIR - I BOX (TYP) BOX (TYP) BOX TYP °j E BR CK p Q I ( ) ~ I BOX (TYP) FIRE-BRICK REVISIONS r BOX (TYP) I ~ 1 ~ I ~ I ~ ~ • I BRICK ~ I BRICK BRICK BRICK d- ~ 4" RAISED ~ 4° RAISEp 12" RAISED 12" RAISED BRICK Y~ ' i~~ I BRICK HEARTH I BRICK HEARTH BRICK HEARTH " " BRICK HEARTH. 12" RAISED q; BRICK HEARTH (20"minx N (24 minx (20 min x „ (20"min x (20"minx 60") 60) 60") 60") 60") O I I FLOOR ?r f 11 1 11 1 >I I H 1 II 1 11 1 11 1 fl 1 1f 7 N 1 1 ll 1 -0 3 -0 1 -0 1 -0 3 -0 1 -0 1 -0 3 -0 1 -0 1 -0 3 -0 1 -0 5f_ If 5,-p„ 5,-5„ 5,-O„ }`r od "A" ELEVATION "B" ELEVATION "C" ELEVATION "D" ELEVAT 0 IN RAISED HEARTH RAISED HEARTH x f y A STND MASONRY FIREPLACE SURROUND B MASONRY FIREPLACE -OPTION ILO "A" C MASONRY FIREPLACE -OPTION ILO "A" D MASONRY FIREPLACE - OPTION I " " 17 ,1 fl ,1 7 LO A `T 10 SCALE; 1/2 =1 -0 10 SCALE: 1/2"=1'-0 10 SCALE: 1 2 =1 -0' 10 SCALE: 1 2"=1'-0" / / F W Q % CEIING - SEE WALL SECTIONS DRAWINGS BY; NORTHLAWN "STRATFORD" WOOD CONSTRUCTION:, SERVICES, -INC DRAWN BY:. SURROUND w/RETURNS PROVIDE IN-WALL BLOCKING FOR FIREPLACE SURROUND a ~t R NCS ~~t T 2" MODEL ISSUED: }r, B"x8" CERAMIC WO00 MANTLE BRICK SOLDIER - BRICK SOLDIER ~ i1LE, OR COURSE MARBLE SLAB COURSE FIRE-BRICK 41 PLOTTED: N b ~ BOX (TYP) -H ~ STACK BRICK -STACK BRICK x 00 ~ W - I w ~ w ~ ~ PRE FAB ~ • I ~ ~ BRICK PRE-FAB -PRE-FAB 4/20/06 ry ; METAL INSERT • I ~ a METAL INSERT r ~ 4" RAISED ~ 'iV METAL INSERT I ~ ~ FLUSH HEARTH ~ ~ BRICK HEARTH ~ ~ 4 i/4 -4 1/4' r r ~ •I w (20" minx " I ~ (20"minx I RETURN N a 51"f) - 8"x8 iv a 60") ~ 4 RAISED RTURN 4E RAISED MODEL: cv a BRICK HEARTH CERAMIC 11LE, ~ ~ BRICK HEARTH, OR MARBLE a (24" min x (24" min x LALL R04R SLAB tl~ ~ 7U"~) MODELS r g" 2'-11 1/8"f g" 2'-11 1 8"~ fl 1, fl E / EQ EQ 8 2 -11 1 8 8 E FV PER MFR SPECS FV PER MFR SPECS FV PER MFR SPECS 4'-3 1 8"t 5'-0" 5'-6 1 2"~ - i [ s1r SHEET: "F" ELEVATION "E" ELEVATION "H" ELEVATION FIREPLACE - INTERIOR ELEVATION F E - - _ STND PRE-FAB METAL FIREPLACE SURROUND PRE FAB FIREPLACE OPTION ILO F O DETAIL NOT USED H PRE FAB FIREPLACE OPTION ILO "F" OPTIONS" I^~ - . 10 SCALE; 1/2"=1'-0" 10 SCALE: 1/2"=1'-0" 10 SCALE; 1 2"=1'-0" 10 SCALE; 1 2"=1'-U" r 12 / / 1 RT, o i i % ~ ~Aa~ SI~d~LIE Hl1N~ Lij Z U' 0 C'4.. 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X 32112" 4424 48112 23112 2x'4=2 MR 48 X 26114 2038 24112 X .44112 _ _'p,. _ r_. -.._.__...._._~.I- N_.... RI I....- if R ~...._IP RI 10088 071~p 118114 _ q ' ~ ~ 48112 X a5112" 214.2 Hft 56 ; X 301f4 2040 24112 X ;46112 48 !X48 "12 71 112 X "48112. 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R R - X 291128 2840 3211:2 X 48 i 8 V01~45 171128', X 64112" V04450 341fi 44112 ; ~f 16112'' 6024 72112 X 23112.. 416 pig{ 54112' - 8 8 - _ V01~46 34104 510 HR 64112 ~ X 321f28 2844- 32112'"; X ;52112" 648; X :x2112 95112 , X ;:521128 17112 X 72112 1104460 40112" X 24112" 5430 72112'' X X5117" 8f S r € +F ~k. TM ` " i r h ~ ~ A } )ON R ` e ~f t ~t yi k 3'a _ f F f ~ y d ~ 4 4~ s } x b y f ~q 5 ~ t F y E 1 9 NOTE: 8" CMU 12" CMU OR 4" MIN. OR AS REO'D BY JACUZZI® AKING an P SO d WHIRL OOL ROUGH OPENING FOR ALL POURED CONC FN~N WALL ORIG FTG SIZE NOQZ L , „ TUB SPECIFICATIONS DOORS TO BE 3 FROM CORNER, UNLESS NOTED EXST'G 16" OR 2" CLEAR AT FORMED FACE, 20" WIDE I I OR 3" CLEAR AT EARTH ROUGH OPENING ACTUAL UNIT UNIT W W OTHERWISE -SEE PLAN MISPLACED I I FORMED FACE co 5; CONC FTG TUB TUB DECK TUB TUB TUB TUB"1~ k.. CU I I MODEL NUMBER WIDTH LENGTH HEIGTH WIDTH LENGTH HEIGTH I i HEIGTH Z Q Q011 ~z I ~4 CONT REBAR, WIRE TO AMIGA 3672 34" 70" 18 3 4" 36" 72" 20 I ( ) / 34 20 3/4 { DOWEL F o' xQ , DEPTH TO MATCH ORIG CETRA 536 (3660) 34 1/4" 58" 19 1/4° 36" 60" 21 1/4"'" 21 1 / 0 . gyp;- 1/2" GYPBD OVER REO'D DEPTH. CLEAN ALL 2x WD FRAMING p SOIL FROM FACE OF EXST'G NOVA 5 4260 40" 58" 16 1 2" 42" 60" 18 1 2" ( ) / MAINTAIN 3", U.N.O. FTG ° ; . 18 1/2- . _ #4 DOWEL AT 36" oc. NOVA 6 (4272) 40" 70" 181/2" 42"}~ 72" 20 1/2" 20 a u p w o EPOXY GROUT 4" INTO w a~ ar , p co !A TYP SEE FLOOR PLAN EXST'G FTG SEE SEE " CAPELLA (6060) SKETCH SKETCH 18 1/2" 60" 60" 20 1/2 20 1 /2" 0 1 z D E F K cy N ¢aq STARTING LEVEL PITCH PITCH O NEWEL TO LEVEL TO LEVEL TO PITCH - - A FTG R PAIR DETAI A TURNED NEWEL POSTS UPGRADE OPTION E INTERIOR DOOR DETAIL TYPICAL J MISPL CED E L REVISIONS , D12 SCALE: NO SCALE D12 SCALE: 1 1 0 SCALE 0 t et ACS" E 2x6 TREATED HANDRAIL S WITH MOLDED TOP ONE SIDE ~1 CRICKET 4 i IF DECK IS LESS THAN 30" FROM GRADE AND BOTH SIDES ~ IF 3D" OR MORE FROM GRADE 3~'~ PINNED ~ 2x10 P.T. 2 JEW Oe TREAD VARIABL` AMOUNT OF 3'-O 2x2 x 42" TREATED DECK INTERMEDIATE p~'( I RISERS W/MAX RISE ~c BALUSTER AT 5" O.C. NEWEL POST _ GF B ~/a 'I EXTERIQR STAIR J f. p 3 0 4x4 POST P.T. 5 4x6 DECKING OVER ~ / 2x6 P.T. FLR JOISTS. PORCH ?x10 P.T. FLOOR TO BE MAX 8 1/4" LOWS ' HOUSE THAN DOOR THREASHOLD CORNER TUB STRINGER ~ 0 2x6 LEDGER CUT-OUT ~E~ I ~j ~ 2x6 P.T. TOP OF BOLTED THRU TO p~ c~ ~ THRU BOLT 2x6's TO PORCH FLR HOUSE BAND BOARD p~ ~ ~ ~ 0 4x4 POST W/(4) 1/2" - CUT NAIL TO FOUNDATION S `ti ~ DIA BOLTS. TOP OF 2x6 P.T. FLR JOISTS ~ AS REQUIRED 7 ~1 F Gip i POST FLUSH W/TOP ,gyp i OF 2x6's s i THRU BOLT PORCH GRADE s LEDGER TO HOUSE 45 9 16' f I STAIR ANGLE WALL BAND BOARD W 1 2" 4x4 POST WITH _ 4 I I DIA BOLTS AT 12"/O.C. 1 BAG UICKCRETE ~ I I 1-1 2" 'Z' FLASHING Q I ~ I I I TOP OF LEDGER AROUND POST. z FLOOR FRAMING 8c I i CAPELLA (6060) j I i (2) 2x4 BLOCKS FOUNDATION PLAN I I i GLUED AND NAILED i I i BETWEEN STUDS " SCALE. 1 /4 -1 0 PORCH SECTION 2 » SCALE:1 4: =1 -0 • / B INTERMEDIATE NEWEL POST BLOCKING DETAIL F EXTERIOR STAIR DETAILS EXCLUDING GOLF VILLAGE) L SOAKING AND WHIRLPOOL TUB SPECIFICATIONS 'IONS D12 SCALE: 1 4"=1'-0" D12 SCALE: 1/4"=1'-0" D12 SCALE: NO SCALE :4 { 1 x 8 CAP BOARD WY. INVERTED WOOD BASE, USE AS L APRON TRIM HOUS WALL A A 2x4 STUD WALL 2xto P.T. 4'-0" 2'-6" 4'-0" w/1 /2" GYPBD t TREAD +`r}t BOTH SIDES 2x4 TOP PLATE CRICK T 4xa Posr DRAWINGS BY EXTEND STUDS AT 2x4 SILL PLATE, 2x6 FASCIA OF 1 2 WALL CONT BETWEEN MIN. 1'- " ENDS / AND 8'-0" O.C. EXTENDED STUDS PROJECTI N w w , NORTHLAWN ~ BEYOND ALL o °a DN (MAX), STUDS TO GLUE AND NAIL o~, 2 P.T. THRU BOLT 2x8's To o I CONSTRUCTION;, EXTEND THROUGH EACH EXTENDED I I ~ sTE S RY SERVICES, INC yp SUBFLOOR TO o A }6 C 4x4 POST W/(4) 1/2" 0 1M GR DE CENTER PORCH ON ° - STUD TO FLOOR PLAN OF TYPICAL LOW ROOF TO HOUSE WALL ~ ~ DIA BOLTS. TOP OF ~ ~ HOUSE OPENING FLOOR JOISTS I JOIST POST FLUSH w/TGP BELOW, AS I OF 2x6's `f ALLOWED BY I , 2x SOLID BLOCKING FRAMING. ~ AT EVERY THRU BOLT PORCH DRAWN BY: . EXTENDED STUD LEDGER TO HOUSE BAND BOARD W/1~2" NCS k FLOOR FRAMING 8c DIA BOLTS AT 12 O.C. MODEL ISSUED 1-1/2" 'Z' FLASHING TOP OF LEDGER FOUNDATION PLAN FLOOR PLAN 4/20/06 / - C FREE-STANDING HALF WALL DETAIL SCALE: 1 4"-1'-0" SCALE: 1 4"-1'-0" / PLOTTED: D12 SCALE: 1 "=1'-0" ' E f 2x6 TREATED HANDRAIL NOTE: DIRECTION OF STAIR COUNTERTOP WITH MOLDED TOP VARIES WITH SITE CONDITIONS w/ SUPPORT BALUSTER AT 6' O.C. ECK BRACKETS, WOOD STRIP, OR MODEL: Ff , , 2 CAULK AS REO'D CRICKET MI . AS REO'D FINISHED EXPOSED SLOPE 5: P.T. 5/4x6 DECKING OVER HORIZ RECEPTACLE, 2x8 P.T. FLR JOISTS. PORCH 2x4 TOP PLATE HOLD TIGHT TO WEDGE SHAPED WALL FLOOR TO BE 8" LOWER TOP PLATE W 1X12 CUT TO FIT TOP OF THAN HOUSE FLOOR Y f. "f ,mac 2x4 STUD WALL PORCH FLR 2x10 LEDGER A yr ~ w/1 /2" GYPBD ~ 2x8 P.T. FLR JOIS'T'S BOLSDBANDU TARD 2TRNGER BOTH SIDES t , Hou E eo s 1 -0 MIN CUT NAIL TO FOUNDATION EXTEND STUDS AT e AS REQUIRED PROJECTION GRADE M 0D ~L,S~ b ENDS OF 1/2 WALL 2x4 SILL PLATE, a,. AND 8'-0° O.C. CONT BETWEEN 4x4 POST WITH o ~ EXTENDED STUDS 1 BAG QUICKCRETE I ; (MAX). STUDS TO AROUND POST. EXTEND THROUGH z A SUBFLOOR TO GLUE AND NAIL 3D VIEW OF CRICKET OVERLAY ON SHEET: oa FLOOR JOISTS EACH EXTENDED LOW ROOF TO HOUSE WALL JOWT ' .BELOW, AS I° STUD TO FLOOR ALLOWED BY I ° JOIST j 2x SOLID BLOCKING NORCH SECTION PORCH ELEVATION FRAMING. MISG ~`g= ' ° AT EVERY , „ , ° XTENDED STUD SCALE:1 4: =1 -0 SCALE:1 /4: =1 -0 E / DETAILS,.. D 12~ s~ D HALF WALL AT KITCHEN COUNTER H CRICKET Q GOLF VILLAGE EXTERIOR STAIR DETAILS D12 SCALE: 1 "=1'-0" D12 SCALE: 1 8"=1'-0" D12 SCALE: 1 /4"=1'-O" ~~4xk r > n ' U. it ItQQp~0 j J r -p. EXTEND HEADER CORNER TO CORNER ~ ~ U p ACV d k". pa > Q N FASTEN SHEATHING TO HEADER „ _ co Q~ r r N V) 9 Ld to 4 WITH 8d CJMMON N,41LS IN 3 GRID z f~ pp R PATTERN AND 3 O.C. IN ALL c PAD WALL UP 70 MEET HEIGFIT OF O U a >ZV-A- 'D ~ f a a . FRAMING (STUDS, SILLS, TOP PLATE S1D E WALLS SHEATHIN G MIN. 3/8 THICK 'K p ~ TYP. CI Z X )r N k SHEATHING FlLLER IF NEEDED AT Ul AT Z m=c°~+:: CONTINUOUS DOUBLE TOP PLATE HEADER z _ a O m Q NAIL 3"O.C. 1MTH 8d COMMON NAILS U MAILS U © = N < $ 4 z rr-- -----~~----r r-------7~-------- rr---------~r--------~7---- ~ F- :5 xli l V II II l I II II II lI ' Q II II I I II II II II ~ FL_ -__.._i~.__~. i____-__~~---___---11______-__LL---__-_-.~~__-- 16d SINKER NAILS IN 2 ROWS AT 3" O.C. ~ -..Y 1-• KK . i a [r N 4 I MIN. 3 x11 1/4 ~ .I. t00D LB HEADER-TO-JACK-STUD U Z r y t- I NET HEADER STRAP ON BOTH SIDES OF OPENING z 'I' ' INSIDE FACE rr. --~--ri--•rr ' I' I I' I I' I' II II II 'I'I I'I I'I• MIN. (2) 2x4 II REVISIONS:', • I' I I' I I' I' " ' II I 2'x2 x3/16' PLATE WASHER AT EACH 'I'I---------L1 I•I• ANCHOR BOLT ~r• I F-=---rr-i I I I -MAXIMUM 4 HOLE FOR ELEC 1000 LB , I ____LIJ, I I I' BOX PROVIDE BLOCKING HEADER-TO-JACK-STUD 1/2 ANCHOR BOLT, MIN, 1s" s '1'r,___:__~'I i'I' „ EMBEDMENT INTO GROUTED CELL r „ ' I AROUND HGLE NAIL AT 3 STRAP ON BOTH GROUT MIN. 2 CE S E P .S o I' 'I'1 I'I I'I• LL D E I I II II SIDES OF OPENING 5 •I•I I•I I'I• O.C. WITH 8d COMMON NAILS II II II 1 m~ •I•I I•I INS DE FACE I I I I , I IF SHEATHING SPLICE IS x 'I'I ~ LI I'I• I I " I REQUIRED, IT SHALL OCCUR p' Q 'I'1 'I I.I. I ~ " " WITHIN 24" OF MID H p ' I•I I'I• EIGHT, , ~ .~4~. II II II ~,•I I•, BLOCKING IS NOT REQUIRED . N I I I I I I J .LI N LI LI. II II II 3 . ~h 'I'I 1'I I'I' " " MIN.. WIDTH -I ,.I BASED ON 6:1 z I I I, I, MIN. 2"x2"x3 16" HEIGHT TO WIDTH RATIO. / I r II II n ! . 'EXAMPLE: 1~ MIN. FOR 8 PLATE WASHER AT 1 or" o 'i•i i•i i•I' EACH ANCHOR BOLT : ' ' . I I I I I I HEIGHT .t ,,.4,,. 'I'I i'I I'I• II II II MIN, 2 1 2" •!'I i'I l'I' ) Q ~ ' fti •i•i i•i i•i• ANCHOR BOLT EACH ' 2 ~ I GARAGE DOOR SECTION , S DE MIN. 15 2 „ 6688 ~ ~ 'lj% :<:ak'.,,, SCALE: 1/2 =1 -D EMBEDMENT INTO GROUTED CELL ~~;~if ' ,a, GROUT MIN. 2 CELLS ~h~:<< :~fi, DEEP .r~ ~ fi ; GARAGE SLAB .~I~•~{ ~1 ~u HOUSE SHALL BE FULLY SHEATHED WITH CONTINUgUS STRUCTURAL PANEL SHEATHING PER R602.10.5. ~ ' R602.10.5 CONTINUOUS STRUCTURAL PANEL SHEATWING. CONTINUOUS WOOD STRUCTURAL PANEL SHEATHING SHALL BE PROVIDED ON ALL SHEATHABLE AREAS OF ALL EXTERIOR WALLS ANp INTERIOR BRACED WALL LINES WHERE REQUIRED. 60 .1 .1.1 SPA IN DR R 2 0 C G. DRAWINGS BY:~k A SPACING OF BRACED WALL LINES SHALL NOT EXCEED 35' ON OENTER IN BOTH TW N NORTHLAINN' 1.411 E LONGITUDINAL AND TRANSVERSE DIREG110NS IN EACH STORY. ~ CONSTRUC-nON ' EXCEPTION: SPACING OF BRACED WALL LINES NOT EXCEEDING 50' S SERVICES, INC-r SHALL BE PERMIIED WHERE: 1. THE WALL BRACING PROVIDED EQUALS OR EXCEEDS TH T p Q. A a , °,4 AMOUNT OF BRACING REQUIRED BY TABLE R602.10.1 MULTIPLIED BY ' d' A FACTOR EQUAL TO THE BRACED WALL LINE SPACING DIVIDED BY 3 DRAWN BY, 35' AND• DR N 2. TWE LENGTH-TO-WIDTH RATIO FOR THE FLOOR/WALL DIAPHRAGM NCS OUTSIDE VIEW is~ 1 N S I D E VIEW DOES NOT EXCEED 3; 1. SEE INDIVIDUAL HOUSE PLAN FOR' _ ~ ISSUED: F' INTERMEDIATE BRACE WALL POSITIONS FOR HOUSES GREATER 4 THAN 50'.) 4/20/06 TYPICAL GARAGE PORTA ~ PSI PLOTTED: L 1 ' SCALE: 3/4 -1 -0 METHOD 3 p (1)lOd NAIL H (2)16d NAIL @ 24' O.C. EA. STUD WALL HEIGHT MIN. WIDTH MAX WIDTH MO m 0 c L. 8'-1' 4'-B' 8'-1' 1 fi" STUD SPACING 9'-1' S'-3' 9'-1' " 5/16 MIN. THICKNESS OSB OR PLYWOOD r 6" O.C. EDGE NAILING ALL n STUDS PER PLAN 12" Q.C. FIELD NAILING METAL STRAP TABLE MODELS METHOD 1 YMBO N T IMPSON NAiL WITH ONE OF THE FOLLOWING: P1 11'-4 3/$" WB12fi 6D COMMON NAIL PLi 9'-5 5/8" WBi 0fi 15 GA 1 3 f 8" STAPLE SIMPSQN WB DR P1.2 14 -3' W814~C 16 GA 1 3/4" STAPLE (2>lbd. NAIL ERUAL, METAL STRAP $HI DETAIL SHEET: y EA. STUD ~ • (BRACING TD BE INSTALLED PER MANUFACTURERS SPEGIFIGATIONS> SCALE: 1 2 -1 - a F FOUNDATION ALL BRACED PAN P / - EL 1 SHALL BE C[1NSTRUCTED USING (27 SIMPSON STRING-TIE WB FLAT STRAPS OR ERUAL, THE . DETAILS AT ' FLAT STRAPS SHALL BE INSTALLED IN AN 'X' PATTERN, S(- (3) 16d NAILS @16' ~.C, BOTH STRAPS ARE TO BE DNSTALLED DM iNTERIQR pF THE SHEAR WALLS WALL. BRACING SHALL BE PLACED AT AN ANGLE NOT MORE TD FRAMING BELOW THAN 60 DEGR S R LESS THAN EE Q 45 DEGREES FROM THE W/ RAISED f4w BRACED PANEL (Pl) HORIZONTAL. FLOOR ~~K 1 y 4 A , _ , SC LEA 1/2 - 1 D D20,,"F r sue:.. i 5' FI ~'4 -x ~ ~~I ~ C. , DRK onsu n n N, Inc. ti•uctural Engineering ~ Building Design gineering_ ig Design 7830 Sawmill Raad imiil Road Duhlin, Ohio 43018.9028 118-9028 ' x` ' 614.799 , 919E )9 .9198f .4'H' FLOOR J015TS (5EE PLAN) , ~:INFORCfp MASONRY WALL. ' S NOh1EW00p FOIAlpATION 1= 1X 611.E PLATE W! SILL SEAL, F~I:CIFICATIONS FOR pETAILS. v ~ `~4x fib FRAMING t1130vE WALL NOT SHOU.N. FINISHEp C~R4pE. n i .x . SLOPE AWAY A MINIM~'1 " 'e t OF 6' IN 10 FEET. . 2 II II . _ PYRIG 2003 • c 0 HT oc 003. ~ '•:4 ALL DRAWINGS ARE ANO SHALL REMAIN ~ ::'.3~ L REMAIN c•EMx ul_rA SHIELD ,3 THE PROPERTY OF DRK CONSULTING, INC. € I (DRKCJ AND MAY NOT 8E USED, TING, INCY JSED, WATERPROOFING - ; ~ ' - _ ~ C Et] OR ALTS D WITHOUT THE MEI"IBRANI; . • • I, i I $ REINFORCEp MASONRY DUPLI AT RE OUT THE IE' ~ • I'' ; € ; I._i. SEE HOMEWOOp FOUNDATION WRITTEN CONSENT DF DRKC, IKC. ~ ~ ~ ~ pETAILBlSPECIFICATIONS . "911 w r I FOR REQUIREMENTS. : Pro'ect No. 1561'; . 1561. ~ ' ~.r:, - - Drawn qI~S ~ u. ;-.:..:.I i , 1• U TRA 5Nf1;1-p ~ GMX L C.. ~cked Rlt~h'1 vr~ RUAl1 3 . . ; : WATERPROOFING -i' Data 8/!x/03 8/!2/3 a , I.,::: ~ ' ~ ~ ~ , ~ ' w - , . i .I I revision Dates _ _ ION , ..FIT3REX Flbrex 11115/04 E:: EITHER I R-5 OR 2' R-10. GMX, 11/15/04 . P . ~ pRAINAGE11N5ULATfON Ml=pfA a - I:: r4v ~ :i ~ i ' I FIRST t3LOClC GOURSJr SHALL ~ , ~::i I°~:::: HAV1: PRE-CUT INTERIOR 4 ~ ~ ~ ~ ~ ~ ~ I i:.:::`: e Project : ~ ~,.I. EXTERIOR WEEPS EA CORE. t P • ~ ~ _ ~ ~ : - I•,i.:~; ~ ALTERAlAT1+: GOR~rcAVITY YYI:NNT ,I.:: .~i f . ` ratnStar°"STUD-12' 000000000000000000000000000 ;;:.~;~.!,~;';~~:'.I p 00000000000oooooaoooaooooo0 0000000oooooaooooo0oooooaoooa ATTACH TO FOUNDATION WALL 0000000000000000000000000000 0 ' T yds. 0 0 0 0 0 0 0 0 0 ~DralnStar°1SWp-12' 0 0 0 0 0 0 0 0 0 0 0 •d . ~ ~~~~;:...~-1,i,;~.i. W1 MECHANICAL FASTENEhS e 12' OG, MAX. aooooo00000000000000 a , 00000000000000000000000000000oooooaoooovooooo 000000000 - 000000000000000000000000000000000000000 '1j~'•••••'`~''••••„•I3 ooooaoooooooaaoao ~ CONCRETI:FOOTING, '4 e e t I....:J e ' • e a • . • • ' ~ . ~ . < ~ . • SEE HOMEWOOD FOUNpATION pT=TAILS. e a e a".: -i ~ ' • ° : a ' , 8 CONCI~T1= F00 G i ' e d a , . v a.. a. • ~e e. E. n ~ N ations-4~Fner Found FO'2 INLET TO INTERIOR Y ~ oc coDl=) g b PvC SLEl+ ~ NOMINAL ~ OR PER L AL 1 o ~ rgy . SPAGE INLETS AT 75' MAX. ALONG THE PERIMETER a, A LONG. BLAB OvlaR YAPOI2 BARRIER ALTE~lATE ~ P a a Inc, Y d R J n, OF THE FOUNpATION (15 MAk EITHER WAY OF 1=ACN INLET) ON CaRAVI_L FILL (4 MlN). IN FOOTING will OH W ste e e 14, 91,4900 b $ WALL SECTION P OUNDATiON TY F FLEVATiON UNDATION TYP FO ~ .iCFM B ~ • A .F >y ~ 4" =1'-0° 3/4 1-0 .Sheet Title: an ar r ain ar r `.t e ais NOTE: This drawing fa for the sale use of Foundations-4-f:nergy/RaJan, Inc, and fs not valid unless t! bears the embossed lralsed) Professional Engineers Seal of pale R iCfnsley or Robert W. Miller and it fs signed to BLUE. Sheet Number: q! z5~y ~i