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1/2" CDX 1 >R in&" OSB ROOF SHEATHING NAILED PER ROOF SHEATHING DETAIL WITH SD 1, 41LS, USE STEEL PLYCLIPS AND GAF JNDERLAYMENT AND GAF SHINGLES RIDGE VENT AS SHOWN ON ELEVATIO 48 SEE TRUSS LAYOUT .00 2X4 WOOD SUB FASCIA WITH ALUMINUM FASCIA, DRIP AND SOFFIT VINYL SINGLE HUNG WINDOWS 2X4 02 SPRUCE STUDS AT 16" OC WITH 1/2" CDX OR OSB WALL SHEATHING NAILED 3" OC ON ALL PLATES AND 4" OC ON VERTICAL STUDS. COVER WITH TYVEK HOUSE WRAP AND SIDING SINGLE 2X4 P.T, BOTTOM PLATE. SECURED WALL TO SLAB WITH 1/2" X 8" ANCHOR BOLTS 24" OC ill •5 VERTICAL RODS PLACED AS SHOWN ON FOUNDATION PLAN ENGINEERED ROOF TRUSSES 24" OC MINIMUM R-30 INSULATION IN ATTIC AREAS DBL 2X4 02 SPRUCE TOP PLATE ALL TOP PLATE SPLICE MUST BE MINIMUM 4'0" NAILED 4" OC WITH 12D COMMON NAILS DBL 2X12 "2 PINE WITH ONE LAYER 1/2" PLYWOOD IN CENTER OVER ALL DOOR AND WINDOW OPENINGS SEE ROOF TRUSS PLAN PRE-ENG. TRUSSES 1/2" CEILING TYPE GYPSUM BOARD STRIP PORCH CEILING WITH 1X4 02 SPRUCE * 24" OC AND INSTALL BEADED VINYL CEILING ; I O I I I I I I I I I I I ; ; SEE FLOOR PLAN SIMPSON LCE4 AT ALL CORNER POST AND Afro AND INTERMEDIATE POST TO BEAM, FILL NAIL HOLES WITH IODX1 1/2" NAILS 6X6 PT WOOD POST R-13 INSULATION IN WALLS WITH 1/2" GYPSUM WALL BOARD TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND fo MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL BOTTOM OF FOUNDATION MINIMUM 12" BELOW GRADE SIMPSON ABUfob POST BASE WITH 5/8"X6" EXPANSION BOLT IN SLAB AND FILL NAIL HOLES WITH IODXI 1/2" NAILS TYPICAL 8" X Iro" FOOTINGS WITH 2 EACH 05 REBAR ON CHAIRS 2X4 WOOD WALL DETAIL NOT TO SCALE THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORII A BUILDING CODE 6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6 H EDITION, ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROF :881ONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR T1 = STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: SLAB: LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F. DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN T _E ROOFING IS INSTALLED) DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F. WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 TN tU 31. PER 2011 FLORIDA BUILDING CODE, RESIDENTIAL 6TH ADDITION - SECTION R301.2.1.1. AN[ 2011 FLORIDA BUILDING CODE 6TH ADDITION SECTION I6O9 WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT - 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT - +/- 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 COMPONENT 4 CLADDING WIND LOADS ALL OTHERCOMPONENT BUILDING ROc F OVERHANG ZONE LOADS LOADS 1 N/A +32.3/-35.3 2 -65.1 +32.3/-56.2 3 -110.6 +32.3/-89.0 4 N/A +35.3/-38.2 +35.3/-41.2 5 N/A SOIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEAR 4G CAPACITY OF 2,000 P.S.F. (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT r AN SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROF '.SSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VIS -ING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING. ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SIT - SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS 4 SLAB -ON -GRADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATEF IALS WITHIN THE BUILDING AREA. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL E E COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATIO 1 LOADING. SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAT. ADEQUATELY COMPACTED AND TERMITE POISONED SOIL. CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A '11NIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IT ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINA' IM OF 25" FOR 'S REBAR, 30" FOR 06 REBAR 4 35" FOR #1 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 Cc JRSES (AFTER FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO F OURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES < ;eE REQUIRED. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKf IRS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE R :QUIRED BUILDING SETBACKS. GENERAL NOTES: MASONRY WALLS: CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AND SHALL HAVE A MINIMUM FIM OF 1,500 P.S.I. MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR •5 REBAR, 30" FOR 06 REBAR 4 35" FOR 01 REBAR. GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8", PLACED AT AN 8 TO Il INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019). PROVIDE CLEAN -OUT OPENINGS (12 SQ. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. TIMBER MATERIALS: ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION. IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE "USP" OR "SIMPSON" CONNECTORS SHOWN. ALL LIMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED MATERIALS INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRIJCE OR BETTER WITH SINGLE 2 X 4 P.T. PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC. WALLS TO HAVE In" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R-II INSULATION SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, A OV O NOT APPLY. A SIGN FIVE Y CONTRACT FROM THE ISSUE 8 E D PL SIGNED E YEAR OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING 4 COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR S01_ TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS PORCH SLAB 6X(o PT POST 4 5EAM DETAIL NOT TO SCALE AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS TRUSSES: IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC. IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. EXTERIOR WINDOWS 4 DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIvE THE DESIGN PRESSURES SPECIFIED. ELECTRICAL, PLUMBING 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003(2XI) OF THE FLORIDA ADMINISTRATIVE CODE. ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREO ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AFL" CIRCUIT. SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. ATTIC ACCESS: ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT. AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3 GARAGE: NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN. 1 3/8" THICK), OF SOLID WOOD, SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES. WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN. I/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL HABITABLE ROOMS ABOVE WITH MIN. 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R309 I ; ; ; I ; I ; I I ; ; ; I I I I I 1 1/2" V.T.R. I I I ; ; ; ; ; ; ; I c4 I ; I �o n ; ; I I I I I I I I I ; I I I I I I I I I I ; I 1 I I I N I I ; I I I I I I I I I I I 05 VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF STEM WALL. PLACE AT ALL CORNERS AND SPACED MAXIMUM 4' 0" OC 30, 8" I I I I I I 1 I I I PORCH SLAB 4" BELOW I I I I HOUSE FINISH FLOOR 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 I I I I I I I I I I I I I I I I I I I I jlr 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 I I I 1 1/2" V.T.R. 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 bF7 I I I I I I I I I I I I 2" V.T. I I I I I I I I I I I I I I I I I I I b c I I I I I I I I I I I I I I I I I I jf 1 I 1 I 1 I I I I I I I I ; I I I 1 1 I I - I tt - I I I 1 1 Q I O I F I � I I I 1 1/2" V.T.R. I I I F + 1 d) I I I I I I I I I I WASHER 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 14' 4" 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 1 I I I I O I I I O I I I LL I w .4 IV 4 I a I I � O I N I I I I I I I I I I 1 I I I I I I I GARAGE SLAB 4" BELOW I 1 I HOUSE FINISH FLOOR I I I I I I I I 1 I I I I I------- -------- -- - ------------- ------I 1 1 I I I I I I I I I I I I PORCH SLAB 4" BELOW I I 1 ' HOUSE FINISH FLOOR I I I I I I I I I I I I I ' I I I I I I I ------------------------------------ i------------- -- - ------------- --------- I I 14' 8" I 1&1 O" 01 30' 8" FOUNDATION 4 SANITARY PLAIN 1/411 = I, OBI ARKAY ENGINEERING INC. STRUCTURAL ENGINEERSA RICHARD L. /X)P.EFLORIDA LICENBER 31294b I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION I6O9 OF THE FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 FOR 13c3 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH EDITION C7 U CV Lo ch Z M Q '— 0Fr 0 1` O o J CV U- z cn CV U Lo z W I-1 XMX _UI Q Q co UJ U' fm(wr W A Z d N m 00 1 m CA Lo w W m U_ LL u- Z) O N co - ccn rr �\0N � m t0 • O�c U m *' cn\00th cq go tj z 5-xIN fa U_ 4 c-0 Z m m �u- _Z ill0OoLa V -u d T 0toc� IY -10 0 ��_ L 1 Lu %o ui 0 Cd 0 •' O_d)(Y- a � I O z ED Q O LIVING 1382 GARAGE 3-10 FRONT PORCH 80 REAR PORCH '12 TOTAL 1904 2OF4 ARKAY 17791