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12-105006VAI ID RECEI Federal Way NOV OJ 2012 PERMIT COUMUNNY DEVELOPMENT SERVICES O'APLICATION 253-835-25-2607• FAX 253-8352609 Y OF FEDE Ii!ain;.r_t[yr�(fed�:rr{;x2y;rnni CDS 0 — 10 cc)(�, SF MF CO ME PL DE EN FP rJ " X12 SITE ADDRESS //�� pQ / / / l'7 t? L � Al1 �it.I. tFCa.� � �G�s�� "� W � J fJ O 3 SUITE/UNIT # O PROJECT VALUATION ZONING ASSESSOR'S TAR/PARCEL # $ 0-Q- Z L TYPE OF PERAUT ❑ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT (Tenant Name/Homeowner Last Name) -, SLK �/ �+` `✓ tri h ��r�� PROJECT DESCRIPTION Detailed description of Mork to be included on this permit only PROPERTY OWNER NAME A� p( J r 16 roLll , lin PRIMARY PHONE MAILING A'1IIZFS�; 0 2. LG E-MAIL3 cra/o b c a wv. Guti"► CITY SGi1� zs NAME PHONE MAILING ADDRESS E-MAIL CONTRACTOR CITY STATE ZIP FAR WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # NAME 'rdA. , r l w1 PHONE APPLICANT MAILIINAGAADDRESS 301-28 /Lf�G( � 2.. E-MAIL $(' CIT7 I S� ZIPJeo a FAX PROJECT CONTACT NAMEr✓/`l R J ` PHONE (The individual to receive and (Pi MAILING ADDRESS C$3 Nb' a6iC�( C;t1a ✓" k C E- / pre. rh 1 d respond to all correspondence concerning this application) CITY f V1 M �sY TAT rg Jed � FAX -�` ALTERNATE CONTACT` LL '"//11 �� 7 7 So. !-,CA 44 W Gd PROJECT FINANCING NAME OWNER -FINANCED Required value of $5,000 or more MAILING ADDRESS, CITY, STATE. ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied tot city ff apart of this appiicat(on. ff / 0/ SIGNATURE: DATE f� .+ PRINT NAME: I, N .�T �e p i� J G LI t5uueim fTivv—,ianuary i, zui i Page I of 3 kAHandouts\Permit Application •. VALUE OF M UNICAL WORK $ (a copy of bid or estimate must beprovided) Indicate how many of each bjpe of fixture to be installed or relocated as part of this project not include existing fixtures to remain. AIR HANDLING UNITS FANS GAS PIP ETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HO (commeclap BOILERS FURNACES WATER TANKS (Gaa) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES a ;� 5 , N w`n3 ;+h Indicate how many of each type of fixture to be installed or relocated as part of this project Do not include existing fixtures to remain. BATHTUBS (or t)jb/shower combo) LAVS (Hand sinks) TOILETS WATER PIPING DISHWASHERS ATER SYSTEMS URINALS OTHER (Describe) DRAINS HOW ERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS mtchen/utmty) WATER HEATERS WF t io HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OFEXISTING IMPROVEMENTS PO LL;D �PFvlC, $ 2,; ;,. 'j, ; EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? 4-S 1 , r ,�� 2�. , 10 r ❑ Yes X No ❑ Yes ❑ y o Bulletin #100 —January 1, 2011 Page 2 of 3 k:\Handouts\Permit Application City of Federal Way Community & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: IBRAHIM It , Building'Sgin le Vxar� l Y Permit #: 12 -105006 -00 -SF Inspection Request Line: (253) 835-3050 Project Address: 30228 MILITARY RD S Parcel Number: 042104 9023 Project Description: ADD - Interior remodel, frame and infill existing garage doors, and construct a 374 square feet bedroom addition. No plumbing or mechanical.***REVISED 9/3/15 TO INCLUDE PLUMBING AND MECHANICAL FIXTURES*** Owner Applicant Contractor Lender MUHAJIR W IBRAHIM MUHAJIR W IBRAHIM OWNER IS CONTRACTOR OWNER IS LENDER 30228 MILITARY RD S 30228 MILITARY RD S Plumbing to be Included?.......................................Yes 374 FEDERAL WAY WA FEDERAL WAY WA family) 98003 98003 Census Category: 434 - Residential alt/add - no change in number of units Includes: 41 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V - B Occupancy Load: Floor Areas . ft. 2,594 0 0 0 Additional Permit Information New / Additional Sq. Feet - 1 st Floor .................... 374 New / Additional Sq. Feet - 3rd Floor....................0 New/ Additional Sq. Feet - Basement...................0 No Occupancy # I - Construction Type ........................Type V - B New / Additional Sq. Feet - Garage.......................0 Occupancy # I -Class .............................................R-3 Plumbing to be Included?.......................................Yes 374 Occupancy # I - Use ............................................... Residence (1 or 2 family) Fans................................................ 1 New / Additional Sq. Feet - 2nd Floor...................0 Occupancy # I - Area (Sq. Feet).............................2594 BasicPlan?........................................................... No New / Additional Sq. Feet - Deck .......................... 0 Mechanical to be Included?....................................Yes New / Additional Sq. Feet - Other ..........................0 New / Additional Sq. Feet - Total .......................... 374 Zoning Designation................................................RS 9.6 Mechanical Fixtures Plumbing Fixtures Lavatories ...................................... 1 Showers.......................................... 1 Water Closets................................. 1 PERMIT EXPIRES Sunday, October 4, 2015 Permit Issued on Wednesday, September 10, 2014 1 hereby certify that the above inform/aordance is correct and that the construction on the above described property and the occupancy and the use will be in with the laws, rules and regulations of the State of Washin ton and the City of Federal Way. Owner or agent: Date: / t THIN CARD IS TO REMAIN ON-SITE`~ C,rYoF 4 r Construction Inspection Record. Federal Way INSPECTION REQUESTS: (253) 835-3050 PERMIT #: 12 -105006 -00 -SF Address: 30228 MILITARY RD S Project: MUHAJIR W IBRAHIM FEDERAL WAY, WA 98003-4231 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. Foundation Wall (4115) ® Drainage/Downspout (4040) E:] Plumbing Groundwork (4190) Approved to place concrete Approved to backfill Approved to cover By Date By Date By Date ® Slab/Concrete Floor (4255) Underfloor Framing (4285) Floor Sheathing (4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By Date By Date.. Shear Walls (4245) ® Roof Sheathing (4220) Rough Plumbing (4230) Approved to install siding Approved to install roofing Approved By Date By Date By V.Date Mechanical Rough -in (4165)Gas Piping (4125) Fire/Draft Stops (4095) Approved Approved to release test ® Approved ByDate By Date By Date L F'l�-2 Hyl Framing 4120 j� Interim Erosion Control (4370) EFiectrical, duling a Framing inspection; . ( ) -11 Approved ingE& Mechanical Rough -in and � � ved tq msulda�)- 6 s a.i...spections mustbe signed-oliandBy Date roved. IBC 109.3.4 By ¢ Insulation (4150) Gypsum Wallboard Nailing (4130) Final Erosion Control (4375) Approved to install wallboard Approved to install mud & tape Approved B Date By Date 4q By �L By Date — Final - Mechanical (4065) E Final - Plumbing (4075) Final -Building (4050) Approved Approved Al' proved By Date ()Lw By IdL Date q ,� By Date Rough Electrical _ Final Electrical j� � Riolit of Wav' Approved Approved Approvcd By Date _ Byy_. Date By Date. SWM Precon Site Mtg (4400) ® Initial Erosion Control (4365) ❑ Footings/Setback (4110) Approved to Approved To be done prior to breaking ground place concrete By Date By Date By Date Foundation Wall (4115) ® Drainage/Downspout (4040) E:] Plumbing Groundwork (4190) Approved to place concrete Approved to backfill Approved to cover By Date By Date By Date ® Slab/Concrete Floor (4255) Underfloor Framing (4285) Floor Sheathing (4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By Date By Date.. Shear Walls (4245) ® Roof Sheathing (4220) Rough Plumbing (4230) Approved to install siding Approved to install roofing Approved By Date By Date By V.Date Mechanical Rough -in (4165)Gas Piping (4125) Fire/Draft Stops (4095) Approved Approved to release test ® Approved ByDate By Date By Date L F'l�-2 Hyl Framing 4120 j� Interim Erosion Control (4370) EFiectrical, duling a Framing inspection; . ( ) -11 Approved ingE& Mechanical Rough -in and � � ved tq msulda�)- 6 s a.i...spections mustbe signed-oliandBy Date roved. IBC 109.3.4 By ¢ Insulation (4150) Gypsum Wallboard Nailing (4130) Final Erosion Control (4375) Approved to install wallboard Approved to install mud & tape Approved B Date By Date 4q By �L By Date — Final - Mechanical (4065) E Final - Plumbing (4075) Final -Building (4050) Approved Approved Al' proved By Date ()Lw By IdL Date q ,� By Date Rough Electrical _ Final Electrical j� � Riolit of Wav' Approved Approved Approvcd By Date _ Byy_. Date By Date. Bruce S. MacVeigh, P.E. L Civil Engineer/Small Site Geotechnical 14245 59' Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 City of Federal Way May 30, 2016 Attn: City Review Staff Subject: Residential Addition - Crawlspace Access Adjustment and Inspection, 30228 Military Road S., Federal Way, WA 98003 PN: 042104-9023 Owner: Ibrahim Muhajir Permit No.: 12 -105006 -00 -SF Dear Sir: This letter provides information requested in the Correction Notice prepared during the Building Inspection of October 2, 2015. It is in reference to Item 8 - Request for Engineer's Adjustment Design and Inspection of Crawlspace Access (copy attached). On November 14, 2015, at the request of the owner, this office visited the above site and looked at a number of items noted on the Correction Notice. It was found that the floor access to the crawlspace located in the closet space was substantially the correct size, however a floor joist remained blocking the opening. To remove the interfering joist section, a structural cross blocking to the adjacent joists was required. This office prepared a detailed shop drawing showing the correct method of constructing the cross blocking and the support of the interrupted joist. Attached is a photograph of the access as found and a copy of the shop drawing. On April 23, 2016 the site was visited and the work removing the blocking joist section was complete. The work was found to have matched the shop drawing requirements very well. Attached are photographs of the completed opening. The measured opening was found to be 17" x 28". This is slightly narrower than the standard 18" but was compensated for by being longer than the standard 24". Personally using the access indicated it is a good and comfortable opening and substantially meets the intent of the standard size requirements. No remedial work is required for the crawlspace access opening assistance and consideration in this worlra_m m _ Sincerel ruce S. MacVeigh, P.E. Civil Engineer Thank you for your muhajir06/1594 EXPIRE&.- 4/t 7 Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59`h Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 May 30, 2016 City of Federal Way Attn: City Review Staff Subject: Residential Addition - Sill Plate Installation Inspection, 30228 Military Road S., Federal Way, WA 98003 PN: 042104-9023 Owner: Ibrahim Muhajir Permit No.: 12 -105006 -00 -SF Dear Sir: This letter provides information requested in the Correction Notice prepared during the Building Inspection of October 2, 2015. It is in reference to Items 6 and 7 - Request for Engineer's Inspection of Foundation Anchor Bolts and Discussion of Moisture Protection of TJI's (copy attached). On November 14, 2015, at the request of the owner, this office visited the above site and looked at a number of items noted on the Correction Notice. Verified during the visit, and with documentation photographs from the owner, the use of conventional wet placed J - bolts was verified. The bolts were 1/2" x 10", with about 6.5" embedment into the stemwall. Spacing was about 4'. These bolts are per the approved plans. The only deviation from current practice noted was the use of the standard round washers supplied with the bolt when purchased. These have since been replaced with the 3" square washers. Sill plates were pressure treated, and verified with the owner as having membrane moisture barrier on their bottom side. The second item of concern involved protection of the ends of the TJl joists from moisture. The construction of the floor system for this addition used top hooked joist hangers passing down the inside of the stemwall. As a result, the ends of the TJI joists are against the inside of the concrete wall. Since the structure is substantially complete, little can be done about the concern for protecting the joist ends. Generally we would require some fairly drastic revision work to provide a positive moisture separation for the ends of the joists. Upon a more thoughtful consideration, and applicable only for this particular situation, we have determined that what is in place is acceptable. This is only true because of several combined factors specific to this case. First, the ends of the joists do not press hard against the concrete wall, and in fact typically have a gap of 1/16th to 1/4 of an inch. Secondly, the crawlspace is very open and has good cross ventilation. Thirdly, the portion of the stemwall where the joists butt is typically one to two feet above outside grade. In other words, ground moisture is not a factor here. Lastly, the existing house grade is slightly higher in grade than where the addition is located, and the ground around the addition slopes distinctly down away from the crawlspace in all three directions. The result is a naturally dry crawlspace. Again, and for this situation only, no remedial work is required for the moisture protection of the ends of the TJI joists. In summary, and based on the observations during the visit, no additional alterations or remedial measures are required for the anchor bolts or for joist moisture protection. Attached are photographs of the installed J -bolts. The larger square washers are now installed instead of the small round ones shown. Thank you for your assistance and consideration in this work. Sin elm, l Bruce S. MacVeigh, P.E. Civil Engineer EXPIRES: 4/24/C -7-1 -7c. AMS>1 114 muhajir04/1594 Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 May 30, 2016 City of Federal Way Attn: City Review Staff Subject: Residential Addition - Non -Pressure Treated Wood Form Material Left in Place, 30228 Military Road S., Federal Way, WA 98003 PN: 042104-9023 Owner: Ibrahim Muhajir Permit No.: 12 -105006 -00 -SF Dear Sir: This letter provides information requested in the Correction Notice prepared during the Building Inspection of October 2, 2015. It is in reference to Item 9 - Comment reference Non -Pressure Treated Wood Form Material Left in Place (copy attached). On several visits to the site we did not observe the source for the above inspector's comment. Consultation with the owner did not reveal where the wood form material had been left in place. Ongoing photographs by the owner showing later work around the completed foundation did not reveal old formwork material left in place. Without observing the wood left in place, we may comment that if plywood or dimension wood components were left in place following the foundation concrete placement, and then were backfilled against, there should be no problem. Provided the wood material did not touch new wood construction and that the concrete foundation was cast properly, the old form wood left in place has no significance. If it has no remaining purpose and is in non-structural foundation wall backfill, it may remain in place and decompose naturally without harm to the structure. No identified areas of the building addition require or show the use of wood in contact with the ground for any structural or design purpose. In summary, unless structurally important wood was left in place and in contact with the ground, this item of concern may be ignored. No remedial work has been identif Sincerely, Bruce S. MacVeigh, P.E. Civil Engineer Thank you for your assistance. EXPIRES_ -4 -4/ muhajir07/1594 Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59" Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 May 30, 2016 City of Federal Way Attn: City Review Staff Subject: Residential Addition - Concrete Foundation Inspection, 30228 Military Road S., Federal Way, WA 98003 PN: 042104-9023 Owner: Ibrahim Muhajir Permit No.: 12 -105006 -00 -SF Dear Sir: This letter provides information requested in the Correction Notice prepared during the Building Inspection of October 2, 2015. It is in reference to Item 1 - Request for Engineer's Inspection of concrete foundation (copy attached). On November 14, 2015, at the request of the owner, this office visited the above site and inspected the in-place and poured concrete foundations for the addition. Based on field measurements, the dimensions of the stemwall and footing were per the approved plans. The concrete work looked good, with few if any rock pockets, overall meeting good placement standards. While the reinforcing bars were covered, the owner furnished us with a number of good photographs of the bars in place. The photographs were sufficient to verify good steel placement and size of members. Attached are photographs made during our visit and by the owner prior to concrete pour. Based on the observations during our visit and the supplied photographs, the foundation was constructed properly and per plan. No alterations or remedial measures are required. Thank you for your assistance and consideration in this work. Sincerely, Bruce S. MacVeigh, P.E. Civil Engineer muhajir01/1594 EXAMM: 4/20/7"'j,.319 7-1,0.y %4- Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571-8794 May 30, 2016 City of Federal Way Attn: City Review Staff Subject: Residential Addition - Shear Wall and Roof Inspection, 30228 Military Road S., Federal Way, WA 98003 PN: 042104-9023 Owner: Ibrahim Muhajir Permit No.: 12 -105006 -00 -SF Dear Sir: This letter provides information requested in the Correction Notice prepared during the Building Inspection of October 2, 2015. It is in reference to Items 3 and 4 - Request for Engineer's Inspection of shear wall and roof construction (copy attached). On January 3, 2016, at the request of the owner, this office visited the above site and inspected the three constructed shear walls and roof sheathing for the addition. At the time of the inspection, the exterior wall siding and roofing were in place, covering the outside surfaces. The interiors were open framing and accessible. The shear wall and roof sheathing was 1/2" plywood in all areas. Per approved plans, the shear walls (all three sections) were designated P1-6, indicating an 8d nailing at 6" edge and 12" field. The nail size was verified by noting the few nails which had missed the studs. They were 8d. The spacing in all wall and roof areas were found to be typically 6" or closer. Measurements of spacing were determined by forcing out the sheathing from the inside a tiny amount a running a very thin knife blade along the stud. (The forced out areas were kept localized and the distance out was about 1/32" to 1/16".) The following measured nail spacings were found — North Wall 4"- 2.5"- 4"- 3.25" East Wall 4.25"- 2"- 2.5% 4.5% 6" South Wall 2.25"- 4.5"- 6.5% 7% 2.5% 4.25" Roof (South side) Edge 4% 7% 3"- 3.5" Roof (South side) Field 1 "- 4% 3.5"- 4n- 10% 13" Tyvek membrane was noted in very limited minor areas around the exterior, but was sufficient to verify its installation. The exterior siding and composition roofing were observed and appeared very nicely and properly installed. Attached are photographs made during our visit and showing the nailing measurement work. Based on the observations during our visit, the wall and roof sheathing and nailing, and their exterior siding/roofing, were all properly constructed and per plan. No alterations or remedial measures are required. Thank you for your assistance and consideration in this work. Sincerely. �-�� Bruce S. Macy— e gh, .E. Civil Engineer muhajir02/1594 EXPIRES: 4/24//7 2 r Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59' Ave. S. Tukwila, WA 98168 RESUBMITTED Cell: (206) 571-8794 May 30, 2016 JUN 0 6 2016 City of Federal Way Attn: City Review Staff CITY OF FEDERAL WAY CDS Subject: Residential Addition - New Bathroom Layout, APPROVED 30228 Military Road S., Federal Way, WA 98003 PN: 042104-9023 Owner: Ibrahim Muhajir B 01 - Permit No.: 12 -105006 -00 -SF Dear Sir: nate 1 q7 1�r This letter provides information requested in the Correction Notice prepared during the Building Inspection of October 2, 2015. It is in reference to Item Z- Request for New Bathroom Layout (copy attached). Attached is a scale sketch of the bathroom layout. Based on the standard 5' width, the layout is pretty conventional. Thank you for your assistance. Sin rel , I ce S. Mac eigh, P.E. Civil Engineer EXPIRE£: 424% 3 muhajir05/1594 r m TSE Engineering Date Sent: 12/17/14 Name: Building Official A. h'1' Total pages: 1 From: Keith Ryan, P.E. `; { Subject: Retrofit Anchor Bolts 4601 w Project:TSE#8124 s�-=% S.296 Ih Place, Federal Way Comments: Per the contractor the existing foundation has 5/8" Dia. anchor bolts spaced at 48" o.c. at all walls. Therefore retrofit anchor bolts will be required at locations where shear wall types "SW2" and °SW3" occur and the anchor bolts were not installed per the spacing indicated on the shearwall schedule. Where retrofit anchor bolts are required add additional 1/2" Dia. Simpson Strong Bolt 2 Wedge Anchors (or equal) in-between the existing anchor bolts that are spaced at 48" o.c. so that bolt spacing will be less than the spacing originally shown on the plan. Retrofit anchor bolts are to have 2-3/4" minimum embedment into the concrete. For example: For a "SW2" with the existing bolts spaced at 48" o.c, add an additional retrofit anchor in-between the existing bolts such that the spacing between bolts will be 24" o.c. 12810 N.E. 978th Street Suite 218 ' Woodinville, WA. 98072-8702 (425) 481-6601 ' keith@tse-aep.com CWA CONSULTANTS, P.S. . STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 8675 E. Caraway Road, Port Orchard, WA 98366 (360) 871-5433 FAX: (360 871-5622 E -Mail: chuck@cwaconsudtants.net July 7, 2016 RE: Header Over Openings 2418S296 th Place Federal Way, WA The 4x10 #2 DF header over the 6' window openings and the 4x6 #2 DF header over the SLD (Framing parallel to wall) are adequate for the imposed loads. If you have any question, please call. Charles J Williams SE CWA Consultants 07/07/2016 PROJECT INFORMATION PROPERTY OWNER: SALAH DAWED " 30228 MILITARY RD. S, FEDERAL WAY, WA 98003' PARCEL# 042104-9023 LEGAL DESCRIPTION: POR OF S 459 FT OF SE 1/4 OF SE 1(4 ELY OF MILITARY RD & WLY OF ST HWY # 1 LESS S 259 FT ZONING: RS9.6- OCCUPANCY GROUP: R-3 CONSTRUCTION TYPE: V — B PROJECT WITH THIS PERMIT: BUILDING ADDITION, REMODEL LOT AREA: 27,878 SF LOT COVERAGE (measured to outside walls): EXIST. SF ADD SF TOTAL SF RESIDENCE: 1,681 913 2,594 ATT. GARAGE: 539 -539 0 2,220 374 2,594 TOTAL COVERAGE: =9.23 % SF IMPERVIOUS SURFACE BLDG ROOFTOP (Ind. Overhangs):_ 3,175 SF LANDINGS, WALKWAYS & WALLS: 312 SF DRIVEWAY 681 SF TOTAL: 4,168 SF = 14.95 SQUARE FOOTAGE SUMMARY: TOTAL LIVING AREA: 2,360 SF BASEMENT (UNCONDITIONED) 1,554 SF