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BLD2001-00496
3 BUILDING PERMIT APPLICATION Rep Ow Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00496 Received Date: 8/30/2001 SITE ADDRESS: 3063 PARADISE BAY RD PORT LUDLOW, 98365 OWNER: STEVEN B MAHANA PHONE: (360)437-9911 3063 PARADISE BAY RD PORT LUDLOW WA 98365 SUBDIVISION: TALA SHORES#1 Block: Lot: 10 PARCEL NUMBER: 998200109 Section: 22 Township: 28 N Range: 01 E CONTRACTOR: OWNER PHONE: REPRESENTATIVE(S): PROJECT DESCRIPTIO DETACHED 2-CAR GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 10,200.00 ADD'L: 348 HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GARAGE: 672 SETBACK: 176 DECK: BANK HEIGHT: 60 SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date: Q l� / Shoreline Aquifer U ( (� F&W Forest: Commercial Landslide Rural Proximity Plat Conditions Type Amount Paid By: Date: Receipt: A proved/Date - — Permit $195.25 MAM 08/30/01 30267I AP ROVED Plan Check $58.58 MAM 08/30/01 30267 State Building Code $4.50 MAM 08/30/01 30267 OC I. O 4 2001 Total: $258.33 JEFFERSON CbUN 1�' DEPT.OF C N D ENT SIGNAT • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD01-00496 Received Date 08/30/2001 SITE ADDRESS: 3063 PARADISE BAY RD Issue Date 10/5/2001 PORT LUDLOW, 98365 Expiration Date 10/5/2002 APPLICANT: STEVEN B MAHANA PHONE: (360)437-9911 3063 PARADISE BAY RD PORT LUDLOW WA 98365 SUBDIVISION: TALA SHORES#1 Block: Lot: 10 PARCEL NUMBER: 998200109 Section: 22 Township: 28 N Range: 01 E CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION DETACHED 2-CAR GARAGE REQUIRED INSPECTIONS: [ ] Setbacks (Shoreline Setbacks): [t/ , Footings:0k 11 Nits t "_1-0,-..a,_ [`j Foundation: a5;5' I l d/t.- of [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: DK IUVN/D#4 [ ] Propane Tank/Lines:r [ ] Insulation: 'v.'< ` o [ ] Sheetrock: 4,g 03/e [ ] Final/Occupancy Approval: -co-r ,,,:._i 0- ds i HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION. THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. .IAL CONDITI. HOT LINE AVAILABLE 24 HOURS A DAY geriNi.e..I.A° ��, JEFFERSON COUNTY g )444,0 1 DEPARTMENT OF COMMUNITY DEVELOPMENT _ A�2 E,,;_,v 3 O TE.,_ [1 � �$ '1 621 Sheridan Street • Port Townsend • Washington 98368 JEFFERSON COUNTY S'$jNC`� 360/379-4450 • 800/831-2678 • 360/379-4451 Fax DEPT. OF COMMUNITY DEVELOPMENT BUILDING PERMIT APPLICATION Project Description: Building Type: P ject Type: .xxnF e Type: ❑ Single Family j New ood XGarage Attached/Detached 0 Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel 0 Concrete O Commercial ❑ Repair ❑ Masonry O Multi-family/#of Units 0 Demolition 0 Other: O Industrial ❑ Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: J� Existing: Existing: a� ❑ Sew %�� A System ❑ Electricity ❑ Oil Proposed:p Prop A10/4„ ndividual System ❑ Woodstove ❑ Propane Total: If not sewer,fill o t the following: Heat Pump �l_�_ ❑ Conventi native Other /wV Q I'[C�4 1 P SEP . Water Supply: JA- ❑ Private well•'I 0 Two Party Well❑ Public:Name of water system: O da'eA- <-9//r'vC"*'` - Square Footage: a For Office Use Only Main Floor C� 7� ,--7 UBC OCCUPANCY GROUP 2ND Floor 3/7 D 3(0 :.se fee ' ri S r D-� 3 Floor �s p `d �I�- r �°Q ' an Check fee �t� .. �t3 Htd Basement :4 I q State Surcharge fee 4 5o Unhtd Basement N//I- Subtotal c ,Tp , 33 Garage/Carport ....tr Iz- -z5 7‘-le 64 ¢<_ Pot Water Review fee Decks -1.1//i 911/Rd Approach fee Commercial 4.I/2 TOTAL c —Sr?i Industrial ., z.2 Receipt# 3 oat. 7 Other .// /' Cash/Check# c 17 0 Total Valuation: Initials /�`�'l./ � Or Date /3 '�/►0 1 \ Estimated Cost: - t yl�/'�OK 0/ [Y (. 9 7_________„,, 3 3 If within 200' of the Shoreline, / / Distance to Bank or Ordinary High Water Mark ' 1 (C� ft. Bank Height (1 ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right o-entry to Jeffe on County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of e. / j. rope re shall be requested and shall occur during regular business hours. �• Signature: _ /�� Date: c,O - 03 -'0 H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplicationi/2000 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: STEVEN B MAHANA 3063 PARADISE BAY RD PORT LUDLOW WA 98365 DATE ISSUED: October 05, 2001 DATE EXPIRES: October 05, 2002 MLA NUMBER: MLA01-00463 PROJECT PLANNER: M FARFAN PROJECT DESCRIPTION: DETACHED 2-CAR GARAGE PROJECT LOCATION: Parcel number 998 200 109, TaleShores #1, Lot 10 and North 1/2 of Lot 9 in Section 22, Townhip 28, Range 01 East, Wm located at 3063 Paradise Bay Rd, Port Ludlow, WA 98365 FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Developmen Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on October 3, 2001 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: SUSC aquifer recharge, landslide hazard area 1 & 3, seismic, suburban shoreline designation. 3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 6.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 7.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir (Pseudotsuga Menziesii), Western Red Cedar(Thuja Plicate), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry (Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant (Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium). 8.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 9.) The site plan as submitted with the detached garage building application on August 30, 2001 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated October 3, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) This approval is for a detached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 11.) A building permit(BLD98-0183) was finaled on 8/25/98 for a manufactured home. 12.) A septic permit(SEP97-0009) was finaled on 8/20/98 for a 2-bedroom system. 13.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effectiv August 28, 1998. 14.) The parcel was created through the Tala Shore#1 Long Plat effective 9/7/62. 15.) A geotechnical report is not required as the proposed detached garage is located approximately 166 feet landward of the top of the bank. 16.) Paradise Bay road is a county local access road (C503609). 17.) The applicant has an existing address and road approach. CONDITIONS: 1.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area adjacent to the bluff. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 2.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 3.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin (see attached). 4.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 5.) Maximum lot coverage shall not exceed 25%. 6.) Minimum setback from Paradise Bay Road is 20 feet. Minimum setback from north and south property boundaries is 5 feet. Minimum setback from top of bank (east boundary) is 60 feet or one horizontal foot for every vertical foot of bank. 7.) The building height shall not exceed 35 feet. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development. Development pursuant to this permit shall be undertaken subject to the applicable development and performance standards of the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -Setback buildings, utilities and roads as far as possible from surface waters (streams, rivers, lakes, marine waters), or at least 150 feet from the edge of the water -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species "taking," even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle at (206)526-6613, or the U.S. Fish and Wildlife Service at(503) 231-6121. APPEALS: Pursuant to RCW 36.70C, the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one (21) calendar days of the date of issuance of this land use decision. For more information related tojudical appeals see UDC Section 8.5.2. The SEPA Official has issued a Determination of Significance for this project. This Threshold Determination may not be appealed to the Hearing Examiner. For more information related to SEPA appeals see UDC Section 8.10.12. LA;A \11->\.cS--„fle-1 UDC Administrator SPECIAL CONDITIONS FOR CASE BLD01-00496 1.) The application was reviewed by the Jefferson County Department of Community Development staff on October 3, 2001 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: SUSC aquifer recharge, landslide hazard area 1 & 3, seismic, suburban shoreline designation. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 5.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 6.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir (Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder (Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry (Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow(Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant (Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium). 7.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area adjacent to the bluff. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 8.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 9.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin (see attached). 10.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 11.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i). 12.) The site plan as submitted with the detached garage building application on August 30, 2001 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated October 3, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 13.) This approval is for a detached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 14.) A building permit(BLD98-0183)was finaled on 8/25/98 for a manufactured home. 15.) A septic permit (SEP97-0009)was finaled on 8/20/98 for a 2-bedroom system. 16.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 17.) The parcel was created through the Tala Shore#1 Long Plat effective 9/7/62. 18.) A geotechnical report is not required as the proposed detached garage is located approximately 166 feet landward of the top of the bank. 19.) Maximum lot coverage shall not exceed 25%. 20.) Minimum setback from Paradise Bay Road is 20 feet. Minimum setback from north and south property boundaries is 5 feet. Minimum setback from top of bank (east boundary) is 60 feet or one horizontal foot for every vertical foot of bank. 21.) The building height shall not exceed 35 feet. 22.) Paradise Bay road is a county local access road (C503609). 23.) The applicant has an existing address and road approach. is\F_BLD_Permit_Buildng.rpt' 10/29/19 /// ', • : )/ 4• . i ...., TT ,/ /0/,. , •••••••• e;;(e.9 / 1 . • / 41 . .•''' 11..., :,. ,) /,r),,. , < „ /(...,te,)(4)...i .1 t4.1•' 41k .. . .. . . ... , . ., ' ',.•, . - . . A i.,, 0 ,,,_ (:,,. 4,.. ,, i), IJ..... 1--) ) I \ \ i red ( 1 : V k V,z,••••-. \ N....) ' 1 .....) /1 ...„.)..,../ 1 j4.... 4 , 1‘',,,,I.:,, \ ,..c (;4 I i C i le- I (r-------___ ----")r i ._I I ---- __---- a_ i \ C---- \1:1' \\& \ I i ='Li I i / 1 , 1 .••••.,,,. k''‘ CD . .. t . 1 I c ---2 r--- \ , 1 / i 0 Z ...•-••••• V [1-11...i1 --) \.`"",...,.. /0.3 .. k. .‘ • in ) ., '`.... %%el --> '.".... li\\ P.. --) V . \ .1A 1' r'''',.. 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I v '-irrt�M bl" ofsyucF I I — — ' - 3'_ 1L10n " v-6-i n 11n 1:_1n a:_0:l 1, a' -Oil A 4'x4' GONG. FOUNDATION PLAN 4 STOOP SCALE CAUTION : GENERAL KNOWLEDGE OF CONSTRUCTION AND BLUEPRINT READING IS REQUIRED IN CONSTRUCTING THIS BUILDING. IF YOU DO NOT HAVE EXPERIENCE IN CONSTRUCTION, IT WILL BE NECESSARY TO EMPLOY A CONTRACTOR OR OTHER EXPERIENCED PERSONS TO ASSIST YOU. NEITHER HUGE M. WOODS, BUILDING MATERIALS, NOR THE ARCHITECTS ASSUME ANY RESPONSIBILTY OR LIABILTY FOR ANY DAMAGES RESULTING FROM ANY CONSTRUCTION OPERATION. COPYRIGHT 1990 ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF DONALD L. MARSHALL AIA 8fm w p DO() R puq Wa�� 3 0 aai � 13` Y Oci �Q LL X 3:_T3/4:: 9 Q :AM GLUE 4 STAGGER O.C. 4 e CsARAGE 4" CONIC. SLAB W/ bx6 10/10 W.W.M. 4x41 TREATED WD. POST 5'x1' OH. GAR DR % /Xv I 1 2-2x12 HDR CONT. Nc) Dook 11 '© -4x4 TREATED WD. POST 3-2x12 BM." ry �\ S'x1' OH. GAR DP- % I \ / I�Q I \X/ I� ILLm 5TO MAIN LEVEL FLOOR PLAN SCALE '4"=1'-0" 9 C� _ I 13/ /2" +x10" ANCHOR BOLTS 6�' KANT-SAG FIB-44-6 POST GAP SEE PLAN FOR LOCATION T 4 TREATED WD. POST = " G o SLAB W/ x EXPANSION JOINT fl bx 10/10 WAUM. 4" CONC. SLAB W/ GRADE : SL AWAY 6" " KANT-SAG CB-44 COL. BASE bxb 10/10 W.W.M. IN FIRST 5' IN4-1 VEL FILL ?. '4 : "i'. . :. j. .: • ° '< }kli .t?i4A •..d' 2_0 5 GRADE BARS CONT. 1 I I —I I a —II I — III - \ 4" GRAVEL FILL l ` o, rMc TO DF w-it� I . =III —I • III —III= 8" WALL---�__ _ • 5 E 4m � � BA —III— —III—I OF BELOW GRADE ° Of� i/2"x3/2' KEY WAY /88 2-• 5 GRADE 40 BARS CONT. ;• �� �2'-6"x2'-6"x1'-0" GONG. PAD W/ b 3- • 5 GRADE 40 BARS EA WAY SEE SOILS PORT FOR 4 6"xa" CONT. G. FTG. PERIM. D IN REQUIREMENTS STP CONC. PAD DETAIL CAL/4 2 CONC. WALL. DETAIL SCALE s/4"=1'_O" II • 5 GRD. 40 III CORNER BARS D A 4111 Jl JE FtRSON COUNrY ^FP7 nF C i,111AITy DEVELOPME JT nCORNER RE INFORCEMENT 2 SCALE 1/2"'V-10" (� 4-1 MRRfHALL aimciater PROJECT PLAN GL- 2824 GARAGE/LOFT o"TE:G�,'2824 e C . 80121 790 E. Bell vieuu Av., Littleton, o s H E E T 2' o F 4