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MATERIALS LIST <br /> On site bugdIng conditions and wnslructbn method$as well as human error w91 <br /> cause the quantities and 1 or materiels In this list to vary,Verify quantities,types and SYMBOLS <br /> quality of materials to be ordered before ordering.increases for waste not added. <br /> FOOTING.FOUNDATION and FI OOR CONCRETE ROOFING C <br /> QTY. DESCRIPTION 9 squares (856 s.f.)Fiberglass asphalt shingles E <br /> 5 cu.yd. Footings(10'x 20")100 If. 856 s.f. 151b felt '^ 0 <br /> 7 M.yd. Poured Foundation(2'$'tag)100 N. 12 10'roof drip edge metal <br /> 7.7 cu.yd. Floor(When poured with foundation wall) 201f RWC Cngevent x DETAIL REF,SECTION REF. .1.F. <br /> XX �N <br /> MONOLITHIC FOOTING MATERIALS(OPTION) WINDOW and DOOR DRAWING NUMBER M <br /> N <br /> 7.7+5 yd. Monolithic footing and Boor 3 4040 Vinyl sliding Window.Operation per owner <br /> 1 3068 Pre hung door:verity Jamb size.brick mold,door swing, ^^`` 'c([I <br /> a <br /> 31NI.U.BLOCK MATERIALS(OPTION) threshold and boring for bckset ELEVATION,SECTION REF. W <br /> 315 8 x 8 z 16 C.M.U.Blocks(2'-8"tali) 1 18 ft x 8 ft.Sectional Overhead Garage Door.Verity panel X 0R4WING NUMBER Q U W <br /> 3.5 cu.yd Concrete block fill design,Insulation,opener,framing requirements <br /> 624 s.f. min 6 mil polls hylene <br /> FASTENERS O (Ey NOTE �1, .�.+ <br /> FOUNDATION HARDWARE 12d Sinker Nags-Framing O <br /> 32 yx0A <br /> 'x 1 ' nchor bolts Bd 2Y'VIAyI coated nags-Roof and wall sheathing 0 O <br /> 3 J4•x 14'Anchor bolts IX'long,12 gauge,X'head-Roofing Shingles <br /> 32 3'x 3'Cul washers RB09 HEADER Q 4 <br /> 4 Simpson Strap /'S1 N <br /> 20'-#4 <br /> 20 20' #4 Rebar(2 bars In hacks <br /> 2 Dare in wags) A HOLD DOWN LOCATION MV <br /> 32 30'-#4 Rebar pre-bent"L'L*hooks W <br /> BEAMS AND HEADERS <br /> 3 2x10x8'Window and Door Headers $�A/Z SHEAR VyAJ- <br /> 3 1.75X11.875 LVL <br /> WALL FRAMING -fj} DATUM POINT <br /> QTY. DESCRIPTION VV <br /> 75 2 x 4 x 92 s/'HF/DF Stud <br /> 5 2 x 4 x 16 Pressure treated bottom plata <br /> 18 2.4z 16 HF/OF Top plate <br /> 6 2 x 4 x 16 HF/DF Blocking and Misc.framing <br /> 2 2 x 6.16 HF/DF Garage Door Casing <br /> 4 2 x 6 x 8 HFIDF Garage Door Casing <br /> 22 4 x 8 x Y, O.S.B.Sheathing <br /> 80' 2x4 SB Plate Insulation 24X26 GARAGE PLANS <br /> ROOF FRAMING <br /> 4 2 x 4 x 16 HF/DF Blocking and Misc.framing <br /> 4 2 x 4 x 16 HFIDF Lookouts <br /> 8 2 x 6 x 16'HFIDF Eves and Gables <br /> 32 4 x 8 x Ys O.S.B.Sheathing ^' <br /> 15 Simpson F.2.5 hurricane ties"equal <br /> W <br /> 1 bag H-Glps <br /> ROOF TRUSSES <br /> 12 24'Engineered Common Trusses <br /> 2 24'Engineered reduced height gable end trusses `V(n <br /> SIDING(siding material take off for vinyf siding) �+ <br /> 820 s.f. Vinyl,stucco,Wood.cement siding <br /> 4 9'Corner Te- �t <br /> 8 10'-0'x 4"Door and Window Trim - •w <br /> 2 12 x 18 louvered and screened gable vent U <br /> W <br /> N <br /> N <br /> d <br /> z <br /> CODE SUMMARY PROJECT INFORMATION SHEET INDEX <br /> APPI.ICARLF <br /> INTERNATIONAL RESIDENTIAL CODE(IRC)2009 EDITION OWNER: <br /> PRESCRIPTIVE METHOD BUILDING REQUIREMENTS <br /> AO.1 TITLE SHEET <br /> GENERAL CONTRACTOR: LIC# CIVIL DRAWINGS <br /> DF CIGN PARnsnp 1pfxS(�JERIFV LOCALLY)WINO SPEED 100 MPH SITE LEGAL UESCRIPTON: <br /> SEISMIC CATEGORY A.B AND C <br /> A1.1 SITE PLAN <br /> WINDEXPOSURE 'B' <br /> SNOW LOAD 30# SQ.FT, <br /> ARCHITECTURAL DRAWINGS <br /> ZONING CLASSIFICATION:v' <br /> A2.1 MAIN FLOOR PLAN 8 WALL FRAMING PLANS 8 ELECTRICAL <br /> CONSTRUCTION TYPE:'V" — A3.1 EXTERIOR ELEVATIONS <br /> A4.1 BUILDING SECTION 6 ROOF FRAMING PLAN <br /> ASSESSOR'S TAX PARCEL NUMBER:(A.P.N. 1 A4.2 LS SCALE: 1' <br /> DETAI }" -0' <br /> nlnlN� ~� <br /> MAIN FLOOR USEABLE 624 SQ.FT. A4,3 DETAILS <br /> LIPPER FLOOR USEABLE NOT USED <br /> PROJECT STREET ADDRESS: DATE: <br /> TOTAL SQ.FT. 624 STRUCTURAL DRAWINGS <br /> GRADE TO RIDGE HEIGHT 18'-01/2' 81.1 FTG,B FOUNDATION FLOOR PLAN <br /> THESE DRAWINGS ARE PART OF A SET OF CONSTRUCTION DOCUME^RS. 51.2 PORTAL FRAMING DETAILS <br /> THE CONSTRUCTION DOCUMENTS CONSIST OF ONE OR MORE OF <br /> THE FOLLOWING ELEMENTS: TITLE SHEET <br /> ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL,STATE,COUNTRY,CITY AND UTILITY <br /> COMPANY CODES AND REGULATIONS. a CONSTRUCTION DRAWINGS <br /> SPECIFICATIONS(OWNERS LIST <br /> THESE PLANS ARE DESIGNED TO COMPLY IWTH THE PRESCRIPTIVE REQUIREMENTS OF THE 2009 CON IRACT FORMS 8 CONDITIONSF PRODUCTS TO BE USED WHEN BUILDING) <br /> INTERNATIONAL RESIDENTIAL CODE(IRC) . MODIFICATIONS 6 REVISIONS <br /> CONTRACTORS,SUBCONTRACTORS,AND OTHERS WHO PROVIDE LABOR AND/OR MATERIALS <br /> REFERENCING THESE DRAWINGS ARE RESPONSIBLE FOR OBTAINING.AND REVIEWING ALL CURRENT <br /> CONSTRUCTION DOCUMENTS. <br /> CONTRACTORS,SUBCONTRACTORS,AND OTHERS ARE TO REPORT ANY DISCREPANCIES OR ERRORS TO <br /> THE OWNER AND/OR BUILDER,ANYCHANGES TO THE PROJECT WILL BE VERIFIED WITH THE OWNER <br /> ANDOR BUILDER AND REVISIONS MADE.CONTRACTORS ARE NOT TO MAKE ALTERATIONS OF ANY KIND <br /> WITHOUT WRITTEN CONSENT,DISCREPANCIES NOT REPORTED IMMEDIATELY ARE <br /> RESPA 1 .0 - <br /> RESPONSIBILITY OF CONTRACTOR, <br /> CONTRACTORS SHALL NOT SCALE FROM DRAWINGS I .Z <br />