09-10-2018 Council Packet - Laserfiche WebLink

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BOTTOM OF TRUSS MAIN FLR - TOP OF PLYWD ' TOP OF WDW 511 EXP. BOARDS LOWER FLR - TOP OF CONCRETE � I LI J I I I I I I I I I I I I L= - - - L - - - - - - - - - I _ I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - f-' - - - - - - - - - 1 �' - - - - IZ - - - - - - - - - - T '- - - - -I T - - - - - - - - - - - - - - I1 - - - - LI - - - - - - - - - - - - - J T L- - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - I - - - - - - - - - - L- - - - - - - - - - J - - - - - -L - - - - - - - - - - -L - - - - - J - - - - - - - - - - - - - - I - - - - - -I - - - - - - - - - - - - - - 1 FRONT ELEVATION 1/4"=1'-0" GENERAL. CONSTRUCTION NOTES: wolf 1, THESE DRAWINGS ARE THE INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF TRITCH DESIGN LLC AND 11THE CLIENT". THEY ARE NOT TO BE REPRODUCED Cog OR ALTERED IN ANY WAY, NOR DISCLOSED OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF TRITCH DESIGN LLC. 2. VERIFY AND COORDINATE ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT AND/OR REVIEW ALL QUESTIONS, DISCREPANCIES, AND CONDITIONS WITH OWNER AND/OR TRITCH DESIGN LLC FOR DIRECTION AND APPROVAL PRIOR TO PROCEEDING WITH WORK, 3. MATERIALS SELECTIONS SHALL COMPLY WITH "STANDARD OF INDUSTRY" FOR CUSTOM FABRICATED RESIDENCES. - BOTTOM of TRUSS 4, ALL CONSTRUCTION WORK SHALL CONFORM TO ALL APPLICABLE LOCAL CODES, COVENANTS AND ORDINANCES AND BE IN COMPLIANCE WITH CATEGORY ONE CONSTRUCTION. REFER ALSO TO DETAILS NOTED FOR RIM JOIST CONDITIONS IN RELATION TO FOUNDATIONS AND WALL FRAMING. 5, SEE ALSO BUILDING SECTIONS FOR ADDITIONAL INFORMATION. t wolf 6. WINDOWS SHOWN INDICATE MARVIN CLAD WITH LOW E GLAZING. SUPPLIER TO CONFIRM TEMPERED GLAZING LOCATIONS, EGRESS COMPLIANCE, ROUGH OPENINGS 0 AND VENT WINDOW REQUIREMENTS, ETC. GENERAL CONTRACTOR TO VERIFY ROUGH OPENINGS AS NOTED PRIOR TO CONSTRUCTION. i. WINDOW MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR ALL CUSTOM WINDOW UNITS SHOWN (IF APPLICABLE) TO CONTRACTOR AND TRITCH DESIGN LLC PROIR LAP TO FRAMING ROUGH OPENINGS OF SAME. NO I 8, ALL SOIL, MECHANICAL, ELECTRICAL, FLOOR TRUSS, GIRDER AND LVL BEAM DESIGN AND THE ENGINEERING OF SYSTEMS, SIZES AND LAYOUTS SHALL BE BY RESPECTIVE SUB CONTRACTOR AND/OR SUPPLIER OF THOSE SYSTEMS OR BY OTHER NECESSARY CONSULTANTS AND SHALL BE COORDINATED BY THE GENERAL CONTRACTOR, MAIN FLR - TOP OF PLYWD INFORMATION SHOWN IN REGARD TO THESE CONCERNS IS ONLY SCHEMATIC AND IS INTENDED TO PROVIDE DESIGN INTENT ONLY. ANY MAJOR ALTERATIONS THAT AFFECT m�r 4&S THE OVERALL DESIGN SHALL BE REVIEWED WITH TRITCH DESIGN LLC FOR APPROVAL PRIOR TO PROCEEDING WITH WORK, ' TOP OF WDW S. STRUCTURAL INFORMATION PROVIDED BY OTHERS. GIRDER AND ROOF TRUSS CONFIGURATIONS AND LOCATIONS TO BE VERIFIED WITH TRUSS MANUFACTURER AND COORDINATED WITH GENERAL CONTRACTOR AS TO PROVIDE PROPER BEARING AS REQUIRED. COLUMN SIZING AND LOCATIONS TO BE DETERMINED BY OTHERS. PLANS INDICATE ASSUMED LOCATIONS ONLY AND ARE TO BE VERIFIED WITH RESPECTIVE SUB CONTRACTOR AND/OR SUPPLIER OF THOSE SYSTEMS, TRITCH DESIGN LLC ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INFORMATION GIVEN BY OTHERS AND MUST BE VERIFIED BY CONTRACTOT PRIOR TO CONSTRUCTION. 10, UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO FACE OF WALL STUD, ROUGH CONCRETE SURFACES OR FACE OF MASONRY AT EXTERIOR, INTERIOR DIMENSIONS ARE TO FACE OF WALL STUDS AND BEAM MEMBERS. 11, ALL WATERPROOFING, FLASHING AND PROPER MOISTURE PREVENTION SHALL BE PROVIDED BY RESPECTIVE SUB CONTRACTORS AS TO ENSURE ALL POSSIBLE MOISTURE INTRUSION IS AVERTED. LOWER FLR - TOP OF CONCRETE G - - - - - - ASPALT SHINGLES GARAGE (FRONT) REVISIONS s }� h 1--1 v! O VJ O O CV N a N kqk 6 v C4 M � U m � E U E, N aH W a xa Q zo £� z z �A �I VJ M F �i a 3 A w "x x N PATE= 01/03/18 COPYRIGHTED PLANS: USE OF THESE PLANS ARE PROHIBITED WITHOUT WRITTEN PERMISSION. THESE PLANS REFLECT SPATIAL AND AESTHETIC INTENTIONS AS DESIGNED WITH THE SPECIFIC CLIENT IN MIND. ANY STRUMRAL NOTES ARE TO BE VERIFIED BY BUILDER FOR ENGINEERED INTEGRITY. THE DESIGNER OF THESE PLANS IS NOT RESPONSIBLE FOR THE STRUMRAL NOTES OR STRUCTURAL MTEGRITY OF THIS PLAN, SHEET Al of 9