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Plans (3) S7-A S7- c7- - AIL- SCOPE OF WORK ROB LT(iLETON INC.DOER NOT REPRESENT w ITSELF AS AN ARCHITECT,ENGINEER OR SURVEYOR.R IS THE SOLE RESPONSIBILITY OF GOHSTRUCr NEW 7911 sQ.Ir.pNELLM6 ¢ 3 I THE OWNER/BUILDER TO OBTAIN ALL BUILDING LOI"ER FLooR-1670 sO.Fr. 1.3 ^ L y 2 PER AND TO VERIFY ALL DIMENSIONS. UIIlR FLODR•t 1st SO.IT. to `- C.ONSTRUCTION METHODS AND SITE f� CONDITIONS WITH THEIR CONTRACTOR, CORNER ELEV.226' -. PJ O — ---- CORNER ELE 1>✓ �� T//� ENGINEER AND/OR SURVEYOR PRIOR TO N 88041'00"W 100.31 ��' > *4A CONSTRUCTION. 5 Q N � U�r� RD 10' PRIVATE STORM EASEMENT �o P p�`�P C e foil pn / /v MINIMUM STRUCTURAL10.00' FORTHE BENEFIT OF PARCEL 2 ° i�.�eP� O8 cCAt'c-!' DESIGN LOADS fen L" � LU SET BACK LINE /�P/ c a o pESNiH LOAM: show-7s Les.-DmnQ 10.00' WIND-rOMIM 9� 18.00' m O SEI5MIC DE516N CATEGORY D I _— I W W (j FROST DEPTH-to INCHES I I M Z Q V WO,URE-B OR C DEIEHDIN6 ON M . I I 09- ( F I I aL IL— O I ZUJI I I (Do �-__MINIMUM UNIFORM Lh'E LOADS r.5A1.CONIES-601.55. ILQ I ofO I � U O W O III 6ARA6E5-SO LBS. -- I r_ Z 1 L O m ATTICS(NO STORAGE).10 LOS. — MAIN LEVEL FF=225' O w O O o z mcwN65-W Lbs. I y = Z I d K J I Ul srAlRs-a Lbs. 6AURDRALS a MANDRNLS 700 LOS. I II Y I W m 10.00' SCE ATTAGIIED EN6INEERIM6 FOR ILL STRUCTURAL AND S' I - W, LATERAL ANALYSIS, SET-BACK LINE — o p XO L6 IO10 E S In e_W m CORNER ELEV.226' ORNER ELEV.224' d N 88°38'57" W 100.31' FX ®^ 1 1/2" IRON PIPE xx PARTITION PLAT NO.2006-051 Z o PARCEL 3 - 2 GENERAL NOTES SITE PLAN - 111=10' ok 30 �z o� GENERAL: CITY OF TIGARD W 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. 2.THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE DE516NERIENGINEER HARMLE55 FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY NEGLIGENCE OF THE ADDITIONAL ENERGY Approved b Planning CONTRACTOR,HIS AGENTS,EMPLOYEES OR SUBCONTRACTORS. MEASURES PROVIDED. PP ] B.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE.CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS. }p n / DATE: 4.00DES:ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES.IN CASE OF CONFLICT WHERE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS RESIDENTIAL ENERGY CHECK-PATH 3' Da lG �/ ol, / l, SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES,THE LAWS OR ORDINANCES SHALL GOVERN.NOTIFY THE DESIGNER OF ALL CONFLICTS. /// 1 INSULAnoN: .I � SITE NOTES 5/19/1015 DIMENSIONS: FLOORS- Initials. ` -.f�/''G UNDERFLOOR-R30 1 ALL INFORMATION SHOWN ON THE DRANUGW EN RELATIVE TO THE EXISTING CONDITIONS ARE GEN AS THE BEST PRESENT KNOME06E BUT WITHOUT GUARANTEE OF ACCURACY,THE SLAB EDGE PERIMETER-R15 SITE INFORMATION PROVIDED BY REVISION: CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONDITION ADVERSELY AFFECTING THE DESIGN HEATED SLAB,INTERIOR-R10 COUNTY TAX MAP AND OWNER PRIOR TO PROCEEDING WITH THE WORK. FLOOR A55EM5LY OVER UNCONDITIONED SPACE-R50 VERIFICATIOWALL 517E CONDITIONS TO 2.EXTERIOR DIMENSIONS OF PLANS ARE TO BUILDING GRIOLINES OR FACE OF FRAMING UNLESS NOTED OTHERWISE. BE VERIFIED PRIOR TO CONSTRUCTION SUBMITTAL S.INTERIOR DIMEN51ON5 OF PLANS ARE TO 6RIDLINES OR FACE OF FRAMING UNLE55 NOTED OTHERWISE. 4.DO NOT SCALE DRAWINGS:THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE PLANS AND ACTUAL FIELD MEASUREMENTS.NOTIFY THE DESIGNER IF DISCREPANCIES ARE FOUND. WALLS- ALL SETBACKS,EASEMENTS AND CCSR PLAN S.COORDINATION:THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND ABOVE GRADE-R23 BLOWN IN INSULATION,2X6 ADVANCED WALL FRAMING TO SPECIFICATIONS. BELOW GRADE-R19 FOR FRAMED A55EMBLIES OR R15 CONTINUOUS TO CONSTRUE ZION BE VERIFIED PRIOR FIRE PROTECTION: CEILINGS-FLAT-R49 WITH MIN FINAL SITING OF THE DWELLING SHALL SCISSOR TRUSS VAULT- AT EDGE-R36 BE THE 501.E RESPONSIBILITY OF THE 1.PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY THE CODE. RAFTER VAULT-R30 CONTRACTOR CONSTRUCTION: ALL HARDSCAPE DRMNA&E TO BE INFILTRATION RATES SHALL BE<4 AGH50 1.CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL,MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK. DIRECTED TO LANDSCAPE DRAINAGE 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING FOR ALL W ALL AND CEILING MOUNTED ITEMS. SKYLIGHTS SHALL HAVE A U-VALUE OF<0.50 4,5,6, CONTAINMENT AB CITY DRYWELL 3.THERE SHALL BE NO EXPOSED PIPES,CONDUITS,DUCTS,VENTS,ETC.ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED,UNLE55 NOTED AS EXPOSED ON THE WHERE APPLICABLE SHEET: CONSTRUCTION DRAWIN65, DOORS SHALL BE ENERGY STAR QUALIFIED4 4.PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. CONFIRM ALL UTILITIES AND TRENCH 5.GENERAL CONTRACTOR 15 TO COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS FOR ALL REQUIRED ROUGH-INS AND TRENCHING REQUIRED FOR ELECTRICAL AND PLUMBING HOMES WITH TOTAL WINDOW TO FLOOR AREA(W FA)GREATER THAN 21%SHALL HAVE LOCATIONS WITH CONTRACTOR PRIOR �� RUNS. ADJUSTED U-VALUE5 OR SHGC'5 AS OUTLINED IN FOOTNOTE 5 OF ATTACHED CHECKLIST. TO CONSTRUCTION 6.PROVIDE PRESSURE TREATED WOOD AT ALL LOCATIONS WHERE WOOD 15 TO BE EXPOSED TO THE EXTERIOR OR WHERE WOOD COMES INTO CONTACT WITH CONCRETE OR SOIL. k�