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Plans (3) E LC2O 16 - 0078 1 PROJECT TEAM FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS TYPE -B PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEfC4OJ 1REEN B U R ROAD APARTMENTS CONTRACTOR CIVIL ENGINEER PRIMARR Y STRUCTURAL FRAME 0 WALL INSULATION-ABOVE GRADE EVERGREEN BUILDERS, LLC SUMMIT ENGINEERING LLC 0(1-HR RATED WITHIN IO'OF PROP. LINE) WALL INSULAOWGRADE R-FLAT CEILINGS RECEIVED c/p JOE WESTERMAN PO BOX 219263 NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) -� VAULTED CEILINGS R-38 By:7420TIGA D, HRN7IKER ROAD, SUITED PORTLAND, OR 97225 F O RCONS INTERIOR WALLS 0 UNDERFLOORS R-30 EvEf \ �REFNBUILDERSLLCTIGARD, OR 97223 FLOORCONSTRUGTION 0 OCT�Cr 5 2016 CONTACT: JASON HAVELKA AND SECONDARY MEMBERS SLAB EDGE PERIMETER R-15 CONTACT: JOE WESTERMAN ROOF CONSTRUCTION 0 HEATED SLAB INTERIOR R-10 / CITY Q,; TIGARD PHONE: (971) 251-0194 WINDOWS U-0.32 _ U. LbING DIVI5Id1y PHONE: (503) 313-4621 FIRE RESISTANCE WALLS RASING N FIRE SEPARATION FOR SKYLIGHTSXTERIORU-0.20 9550 S W R E E� B U R ROA D EMAIL: JASON 1-0194 TENGINEERINGLLC.COM EXTERIORWALL5BASED ONFIRESEPARATIONDINSTANGE EXTERIOR DOORS U-0.20 EMAIL: JOE@JMWPROPERTIES.COM X<5 1 EXTERIOR DOORS W/>2.5FPGLAZING U-0.40 PROJECT MANAGER LANDSCAPE ARCHITECT 5<X<10 1 FORGED AIR DUCT INSULATION R-8 CONTACT: DARYL RETZLAFF CLARK LAND DESIGN, AVE X>3X>30 0 ADDITIONAL MEASURE CHOSEN TIGARD 01Ft... 9.„ 7202 10013 NE HAZEL DELL AVE #177 X>30 0 4-Ductless heat pump: PHONE: (503) 680-0045 VANCOUVER, WA 98785 Windows to be U-0.32 , EMAIL: DARYL@JMWPROPERTIES.COM CONTACT: JAMES CLARK TABLE1021.2(1) VICINITY MAP 7 7 STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES OWNER PHONE: (360) 921-4445 STORY MAXIMUM 11 OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE client GREENBURG ROAD APARTMENTS, LLC BASEMENT, FIRST, SECOND,OR THIRD FLOOR 4 DWELLING UNITS 125 FEET u,,,vr;.,-, .,WLs r Evergreen Builders, LLC 7420 SW HUNZIKER ROAD, SUITE D EMAIL: JCLARK@CLARKLANDDESIGN.COM TABLE 705.2 c/o Joe Westerman TOGARD, OR 97223 MINIMUM DISTANCE OF PROJECTION 7420 SW Hunziker Road, Suite D STRUCTURAL ENGINEER PERMIT COORDINATOR FIRE SEPERATION DISTANCE(FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD Tigard, Oregon 97223 SUMMIT ENGINEERING LLC BUILDER'S DESIGN, INC OFEETTO2FEET PROJECTIONS NOT PERMITTED PO BOX 219263 11125 NE W EIDLER ST GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OFLr}ba , 3a es by OFFICE COPY PORTLAND, OR 97225 PORTLAND, OR 97220 LESS THAN 30 FEET FSD BEYOND 3 FEET(OR FRACTION THEREOF) W Raton,',„d,:r d 30 FEET OR GREATER 20 FEET CONTACT: JULIE HAVELKA CONTACT: BRANDON YODER = bI PHONE: (971) 251-0194 PHONE: (503) 252-3453 get - / PROJECT LOCATION EMAIL: JULIE@SUMMITENGINEERINGLLC.COM EMAIL: BUILDERSDESIGN@GMAIL.COM Project s. Greenburg Road Apartments BUILDING CODE SUMMARY NARRATIVE 9550 SW Greenburg Road SCOPE OF WORK 217 Tigard, OR 97202 INDEX O F DRAWINGS THIS PROJECT CONSISTS OF 63 MULTI-FAMILY RENTAL HOUSING UNITS.THE 63 UNITS ARE IN (6)3 STORY BUILDINGS.THE BUILDINGS ARE AS FOLLOWS: 44 _ BUILDING 1: (6)1-BEDROOM UNITS,3 STORIES.1,548 5.F. PER STORY(ALL S.F. INCLUDES EXIT ACCESS STAIRWELL).4,644 S.F.TOTAL CS COVER SHEET BUILDING 2 (4)2 BEDROOM UNITS,8 GARAGE SPACES,3 STORIES.1,848 S.F.1ST FLOOR GARAGES.4,348 S.F. LIVING SPACE.6,196 S.F.TOTAL " `" 'r " /__ CIVIL ENGINEERING PLANS BUILDING 3: (6)2 BEDROOM UNITS,12 GARAGE SPACES,3 STORIES.2,457 S.F.1ST FLOOR GARAGES.5,782 S.F. LIVING SPACE.8,239 S.F.TOTAL C1.1 EXISTING CONDITIONS PLAN ° Designer BUILDING 4: (18)1 BEDROOM UNITS(1 UNIT WILL BE MANAGER'S UNIT),(6)2 BEDROOM UNITS,3 STORIES. 6,010 S.F. PER STORY.18,030 S.F.TOTAL Washington Square C2.1 SITE PLAN Sizable;limping coati BUILDING 5: (6)1 BEDROOM UNITS, (6)2 BEDROOM UNITS,3 STORIES.3,262 5.F. PER STORY.9,786 S.F.TOTAL with i, inr:. Builders Design, inc. C2.2 GRADING PLAN 11125 N.E. Weidler St. BUILDING 6: (3)1 BEDROOM UNITS, (9)2 BEDROOM UNITS,3 STORIES,2,575 S.F. PER STORY.7,725 S.F.TOTAL C2.2A GRADING DETAIL PLAN ;W, ,.,:,s: C2.3 UTILITY PLAN ALLGROUNDFLOORUNITSARETOBEADAADAPTABLE Por3) 25 -3453 0 C8.1 DETAIL SHEET SITE INFO: Office: (503) 252-3453 C8.2 DETAIL SHEET GENERAL INFORMATION EROSION CONTROL PLANS Property ID W273156 6W r]r.dI d' $4y Carat 5t • EC1 .0 EROSION AND SEDIMENT CONTROL COVER SHEET County WASHINGTON EC2.0 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN State ID 151260000900 • EC3.0 GRADING, EROSION AND SEDIMENT CONTROL PLAN Alt Account# R238282 SITE INFO .�I•� , ,g:a,e I�„ EC4.0 EROSION AND SEDIMENT CONTROL DETAILSLANDSCAPING DRAWINGS Site Address 9550 SW GREENBURG RD LANDSCAPING PLANS / / L1 LANDSCAPE PLANTING PLAN • City/State/Zip TIGARD L2 TREE CANOPY SITE PLAN ASSOCIATED CASE NUMBERS: 7.4 L3 PARKING LOT TREE CANOPY PLAN SITE DEVELOPMENT REVIEW(SDR):5082014 00002 L4 SOIL VOLUME PLAN ADJUSTMENT(VAR):VAR2014-00010 CITY OF TIG' ADJUSTMENT(VAR):VAR2014-00011 L5 OFF-SITE TREE PRESERVATION PLAN GENERALGODESUMMARYNOTES REVIhWhDFOR CODE CO PLIANCE L6 OPEN SPACE CALCULATION PLAN 1.000UPANCY OF ALL SPACES 15R-2 PERMIT REQUIREMENTS Approved: [ 46/ec-1n ' / ARCHITECTURAL / STRUCTURAL DRAWINGS BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE OTC: ( I BUILDING 1t. Al BUILDING 1 - ELEVATIONS / ROOF PLAN / CODE SUMMARY CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SEPARATE PERMITS REQUIRED FOR PLUMBING, ELECTRICAL AND MECHANICAL.FIRE SPRINKLER SYSTEM REQUIRES A SEPARATE PERMIT. Permit#: t -G /e; rs 7� Ss A2 BUILDING 1 - 1ST FLOOR PLAN 404.7:EXTEND INSULATION UNDER SLAB 24"MIN. DEFERRED SUBMITTALS Address: Qc-/p A ' "e ,e1 404.9:ONE PERM VAPOR RETARDER TO BE INSTALLED ON THE WARM SIDE OF ALL INSULATION 1. ROOF TRUSSES A3 BUILDING 1 - 2ND FLOOR PLAN Suite#: A4 BUILDING 1 - 3RD FLOOR PLAN By: .�+� 420.2:WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS.1 HOUR PARTITIONS PROVIDED. 2. FIRE STOPPING Da - sat Z �k A5 BUILDING 1 - FOUNDATION PLAN 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED. A6 BUILDING 1 - SECTIONS & DETAILS ALL OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE ARE TO BE SEALED WITH CAULKING MATERIALS OR CLOSED WITH GASKETING SYSTEMS GOMPATABLE WITH NOTE elicit �\OSa.cj al - 'j C9- S7 BUILDING 1 - SHEARWALL PLANS AND SCHEDULE THE CONSTRUCTION MATERIALS AND LOCATION.ALL JOINTS AND SEAMS TO BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE PERMEABLE WRAPPING MATERIAL. THE GNERALCONTRACOR SHALL PROVIDE A LIST OF FIRESTOPPING MATERIALS/ASSEMBLIES TO BE USED,THE TYPE OF PENETRATIONS WHERE EACH MATERIAL/ASSEMBLY WILL BE USED DETAILS FOR ALL BUILDINGS SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. AND THE LISTING AND APPROVAL, INFORMATION(UL OR ICG REPORT/LISTING NUMBER),TO BE SUBMITTED TO THE BUILDING INSPECTOR AND SCHEDULE A MEETING TO REVIEW THESE MATERIALS FP1 TYPICAL 1 & 2 BEDROOM UNITS G FP2 TYPICAL 1 & 2 BEDROOM FRAMING PLANS CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: SITE MAP FP3 TYPICAL TYPE A BEDROOOM UNITS 503'.2-BUILDINGS ARE SEPARATED FROM EACHOTHER BYATLEAST 10'. S -- TABLE 5 DS1 TYPICAL DETAILS ------------ 03:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB -- -_ -_"---(C) COPYRIGHT 2015 DS2 TYPICAL DETAILS BASE ALLOWABLE AREA PER STORY:7,000 S.F. SUMMITENGINEERINGLLC WT TYPICAL WALL TYPES & GENERAL NOTES MAXIMUM NUMBER OF STORIES:2 . THESE DRAWINGS ARE THE PROPERTY BUILDING 2 MAXIMUM BUILDING HEIGHT:4C / / \` OF SUMMIT ENGINEERING LLC AND A8 BUILDING 2 - ELEVATIONS / ROOF PLAN / CODE SUMMARY 504.2 SPRINKLER INCREASE WITH NEPA 13 SYSTEM:3 STORIES,60 HEIGHT 1 / ARE NOT TO BE USED OR REPRODUCED IN A9 BUILDING 2 - 1ST FLOOR AND FOUNDATION PLAN 506.4.4 MAXIMUM BUILDING AREAS: / / 7 ANY MANNER.WITHOUT PRIOR WRITTEN AUTHORIZATION. A10 BUILDING 2 - 2ND FLOOR AND FRAMING PLANS NOT USING SPRINKLER OR FRONTAGE INCREASES Vv ✓ I. A11 BUILDING 2 3RD FLOOR AND FRAMING PLANS 7,000S.F.x200%_14,000S.F.MAX. BUILDING AREA. PER FLOOR % l nmuyrnrr� -J j Al2 BUILDING 2 - SECTIONS & DETAILS FV • •RMS A: • QUIRED e' IRE SP! ' ER SYS' / ® �.\ S13 BUILDING 2 - SHEARWALL PLANS AND SCHEDULE ... . REVISION SCHEDULE: BUILDING 3 CHAPTER 6-TYPES OF CONSTRUCTION j �� REVISION DELTA ISSUE DATE A14 BUILDING 3 - ELEVATIONS / ROOF PLAN / CODE SUMMARY TABL .c -FIRE . ••TANCE ,• r G REQ : . NTS Fr : ILDING ELEMENTS: \ A15 BUILDING 3 - 1ST FLOOR AND FOUNDATION PLAN NOFI+ 0TING R ei • MENTS ••ASSEMBLIES FOR VB CONSTRUCTION % -, A16 BUILDING 3 - 2ND FLOOR AND FRAMING PLANS TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE A17 BUILDING 3 - 3RD FLOOR AND FRAMING PLANS -FIRERESISTANCERATINGSAREBASEDONACTUALANDIMPLIEDPROPERTYLINES. i ' •�,�_ A18 BUILDING 3 - SECTIONS & DETAILS \ S19 BUILDING 3 - SHEARWALL PLANS AND SCHEDULE CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES • re ; o PRINT DATE: BUILDING 4 705.11, EXCEPTION 5-PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 0 0 0 0 O 0 O CixO �' \ 7/7/2016 10:54:24 AM A20 BUILDING 4 - ELEVATIONS / ROOF PLAN / CODE SUMMARY -PROVIDE CLASS C ROOF COVERING o"t'',,,, . / A21 BUILDING 4 - 1ST FLOOR AND FOUNDATION PLAN -1/2"FIRE-RETARDANT PLY.WD.TO BE PROVIDED WITHIN 4'OF EXTERIOR WALLS `\ , //:,/,-; )::->, - A22 BUILDING 4 2ND FLOOR AND FRAMING PLANS 708.3-FIRE PARTITIONS SEPARATING DWELLING UNIT5:1 HOUR. \\ ���,,� N. - \' / \ SHEET TITLE: A23 BUILDING 4 - 3RD FLOOR AND FRAMING PLANS 7094 EXCEPTION 5-FIRE BLOCKINGAND DRAFTSTOPPING ARE BIT REQUIRED AT THE PARTITION UNE IN THE ROOF ASSEMBLY BETWEEN THE CEILING AND SHEATHING. \ -' . COVER SHEET A24 BUILDING 4 SECTIONS & DETAILS 711.3-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNIT5:IHOUR oro „-, S25 BUILDING 4 - SHEARWALL PLANS AND SCHEDULE 711.4 EXCEPTION 2-STRUCTURE SUPPORTING THE HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE RATED. \ ®��� O \ \ \ , �^ v °o BUILDING 5 TABLE 716.5 FIRE DOOR PROTECTION RATINGS-EXIT ENCLOSURE 1 HOUR RATED ASSEMBLY,1 HOUR RATED DOOR. \� A26 BUILDING 5 - ELEVATIONS / ROOF PLAN / CODE SUMMARY 708.4 EXCEPTION 5/6-DRAFTSTOPPING IN ATTIC NOT REQUIRED 0 \ OO A27 BUILDING 5 1ST FLOOR AND FOUNDATION PLAN \�` O O p �_ O o � p A28 BUILDING 5 - 2ND FLOOR AND 3RD FLOOR PLANS CHAPTER 9-FIRE PROTECTION SYSTEMS \ \`\`o O OO p \ OO A30 BUILDING 5 SECTIONS & DETAILS 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED \ 6�' \O O p 0c. 41111r1111.''' \1 \ S31 BUILDING 5 SHEARWALL PLANS AND SCHEDULE 903.3.1.1 -NFPAI3SPRINKLER SYSTEM REQUIRED. o� O BUILDING 6 \ % \V 0 TYPEAUNITS .\ � �� A32 BUILDING 6 ELEVATIONS / ROOF PLAN / CODE SUMMARY CHAPTER IO-MEANS 0FEGRESS \` a \ O . \ J DRAWN BY BSY A33 BUILDING 6 - 1ST FLOOR AND FOUNDATION PLAN \ O TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES OCCUPANT-RESIDENTIAL=200 GSF PER OCCUPANT O D ❑ ❑ ❑ ❑ ❑ APPROVED BY: JH A34 BUILDING 6 - 2ND FLOOR AND 3RD FLOOR PLANS �� /' SECTION 1021.1 EXCEPTION 4:ONE MEANS OF EGRESS PERMITTED FROM WITHIN EACH DWELLING UNITS, OCCUPANT LOAD<20 WITH 13 SPRINKLERS. D D D D D D A35 BUILDING 6 SECTIONS & DETAILS sTABLE 1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-4DWELLINGUNITSPERFLOOR-50'OFTRAVELDISTANCE \<, ee°eeeee ee °°see1.0 SHEET: S36 BUILDING 6 - SHEARWALL PLANS AND SCHEDULE -EMERGENCYESCAPEANDRESCUEOPENINGSSECTION1029 oo _ TABLE 1026.6-EXTERIOR STAIRS TO BE SEPARATED FROM THE INTERIOR THE SAME AS EXIT ENCLOSURES.1 HOUR WALL ASSEMBLY, 60 MINUTE DOOR ASSEMBLY. ! = I ^ ('1 SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT CANDLE MINIMUM AT THE WALKING SURFACE. ���� '_ SedaM r =I = I 0 . 0 , J 10063-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. BUILDING 5 BUILDING 6 v N. CHAPTER 11 -ACCESSIBILITY \ ACCESSIBILITY REQUIREMENTS APPLY TO THE ENTIRE FIRST FLOOR OF ALL BUILDINGS OF THIS PROJECT.THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS 2 TYPE B UNITS ARE REQUIRED BOTH GROUND FLOOR UNITS TO BE TYPE Bn a a A a Ia2 JOB NO.: 9812 NOTE:ASSUMED SOIL BEARING PRESSURE IS 3,000 LB.-PER GEO-TECH REPORT - - - - 0 SCALE: 1/4" = 1'-0" GREENBURG ROAD APARTMENTS BY: EVERGREEN BUILDERS LLC 9550 SW GREENBURG ROAD TIGARD OR 9'/202 / / Client Evergreen Builders, LLC c!o Joe Westerman 7420 SW Hunziker Road, Suite D Tigard, Oregon 97223 INDEX OF DRAWINGS CS COVER SHEET CIVIL ENGINEERING PLANS C1.1 EXISTING CONDITIONS PLAN C2.1 SITE PLAN C2.2 GRADING PLAN C2.2A GRADING DETAIL PLAN C2.3 UTILITY PLAN — --- C8.1 DETAIL SHEET Project C8.2 DETAIL SHEET Greenburg Road Apartments C050 SEDIMENT CONTROL COVER SHEET 9550 SW Greenburg Road C051 EROSION AND SEDIMENT CONTROL PLAN Tigard, OR 97202 EC3.0 EROSION AND SEDIMENT CONTROL PLAN C050 EROSION AND SEDIMENT CONTROL DETAILS / ROAD IMPROVEMENTS R1 .0 COVER SHEET R2.0 ROAD IMPROVEMENTS Designer R3.0 STRIPING DETAILS Builders Design, inc. R4.0 DETAIL SHEET 11125 N.E. Weidler St. Portland R5.0 EROSION AND SEDIMENT CONTROL PLAN ,(503) 2552--33 97220 Office: 453 LANDSCAPING PLANS L1 LANDSCAPE PLANTING PLAN L2 TREE CANOPY SITE PLAN L3 PARKING LOT TREE CANOPY PLAN L4 SOIL VOLUME PLAN L5 OFF-SITE TREE PRESERVATION PLAN PHOTOMETRIC PLANS SL1 SITE LIGHTING PLAN SITE INFO: GENERAL INFORMATION Property ID W273156 • County WASHINGTON • State ID 15126DC00900 • At Account 4 R238282 SITE INFO Site Address 9550 SW GREENBURG RD • City/State/Zip TIGARD ASSOCIATED CASE NUMBERS: SITE DEVELOPMENT REVIEW(SDR): SDR2014-00002 ADJUSTMENT(VAR):VAR2014-00010 ADJUSTMENT(VAR):VAR2014-00011 SEPARATE PERMITS REQUIRED FOR PLUMBING, ELECTRICAL,AND MECHANICAL. FIRE SPRINKLER SYSTEM REQUIRES A SEPARATE PERMIT. DEFERRED SUBMITTALS 1, MANUFACTURED ROOF TRUSSES 2. FIRE STOPPING — 3. ELECTRICAL PERMIT / -7 4. MECHANICAL PERMIT (C) COPYRIGHT 2015 5. FIRE SPRINKLER SYSTEM SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE REVISION / PLAN LOG NOT TO BE USED MANNER, REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. REV q SHEETS REV. REVISION DESCRIPTION DATE APPROVED BY: L-- - _/ REVISION SCHEDULE: REVISION DELTA ISSUE DATE PRINT DATE: 7/7/2016 10:54:24 AM SHEET TITLE: Unnamed - -- 7 DRAWN BY: Author APPROVED BY: Checker / / SHEET: Ota 1 / �JOB NO.: 9812 SCALE: 1/4" = 1'-0" BUILDING CODE SUMMARY NARRATIVE FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS SCOPE OF WORK TYPE V-B � � 1 THIS BUILDING CONSISTS OF 61-BEDROOM UNITS. PRIMARY STRUCTURAL FRAME 0 1 SITE INFO: BEARING WALLS 0(1-HR RATED WITHIN 10'OF PROP.LINE) GENERAL INFORMATION NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) �� �Q\`� Property ID W273156 NON BEARING INTERIOR WALLS 0 ��� Q�1®�G��,,.Ng• • County WASHINGTON FLOOR CONSTRUCTION 0 • State ID 15126D000900 AND SECONDARY MEMBERS • Alt Account# R238282 ROOF CONSTRUCTION 0 �' `y��� SITE INFO Site Address 9550 5W GREENBURG RD FIRE RESISTANCE RATING REQUIREMENTS FOR -N • City/State/Zip TIGARD EXTERIOR WALLS BASED ON FIRE SEPARATION DINSTANGE 1*, ASSOCIATED CASE NUMBERS: X<5 1 SITE DEVELOPMENT REVIEW(SDR):SDR2014-00002 Sc X<10 1 - �,,ppuug� ADJUSTMENT(VAR):VAR2014-00010 10>X>30 0 I i I% iI�111� ADJUSTMENT(VAR):VAR2014-00011 X>30 0 .In I I d111. -4161.111110%; "11z I�iIlrmlr�lrlmlumm�m._ .4111111111111101I �i1�111 Irlr11 1 . 111111'I■nil�n 1111 1111 PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESG 401.1 TABLE 1021.2(1) er10I 11��� I �1, I11 '1�11�111 11 11 11'1" I 11. / / I ! !t I II !i p, II !! ! f 1! . . '! ! !! II II l I II I II II / / WALL INSULATION-ABOVE GRADE R-21 STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES WALL INSULATION - BELOW GRADE R-15 STORY MAXIMUM#OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE client FLAT CEILINGS R-38 BASEMENT, FIRST, SECOND, OR THIRD FLOOR 4 DWELLING UNITS 125 FEET 1 ril Evergreen Builders, LLC VAULTED CEILINGS R-38 UNDERFLOORS R-30 TABLE 705.2 1 OCTAGON WINDOW i 1 do Joe Westerman SLAB EDGE PERIMETER R-15 7420 SW Hunziker Road, Suite D II 1 Tigard, Oregon 97223 MINIMUM DISTANCE OF PROJECTION I I 1 it HEATED SLAB INTERIOR R-10 FIRE SEPERATION DISTANCE(FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE F5D I I WINDOWS U-0.32 0 FEET TO 2 FEET PROJECTIONS NOT PERMITTED I I SII SKYLIGHTS U-0.60 GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF - 1 EXTERIOR DOORS U-0.20 LESS THAN 30 FEET FSD BEYOND 3 FEET(OR FRACTION THEREOF) 1101/111 1111111111111111111111111111111111111111 I I 111111/11 11 i 1111111111111 I I slim 11IOIrnlllll I . . I I EXTERIOR DOORS W/>2.5 FP GLAZING U-0.40 30 FEET OR GREATER 20 FEET ; - �Ir j�'.Irjl I ��j 0 'I'I'Irlln1�l „'rt'Inl` / t ]iiAI Ij.:FORCED AIR DUCTINSUTATION R-811111111111111111111111.111111m11111111111111111111111111111111111.111111111111111111111111 ADDITIONAL MEASURE CHOSEN 1m 1, 10110111111�i111111111 MORI X11111111116 11111111111111111111111111111111 / / 4-Ductless heat pump: Iron 11rrrlrlrrrlrlrllrl nlmll f inning rlrlrlluuuminrnngl mini Windows to be U-0.32 - I I F II PloJect Greenburg Road Apartments 955GENERAL CODE SUMMARY NOTES o III1.000UPANCY OFALL SPADES IS R-2 Tiga SW Greenburg Road Tigard, OR 97202 BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE I CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY / / II 420.2:WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS.1 HOUR PARTITIONS PROVIDED. II ,�11� ! 1 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED. IJ III 1/11111111111111111 /1101/11 AMIN 11h. X111111 111111111111 1111 11111111111 / / I 11111.1111111111111111111‘111111111 Aft? , IZ ? UIluIIIuIrsmUeluuJnI d111II11.11111n. I 11 �Irail Ulf I �� I Designer SEE DETAIL© 1 I �����l�l� �l� l' �I�I .I■ rl. �11 ' �'■•�I�'■'n■'n■�■nu�i m Irm I - Builders Design, inc.GHAPTER5-GENERALBUILDINGHEIGHTSANDAREAS: J 11yq�q11/111RII* IIIIIrIII- IIIIIIIII 111dersD25 Wei, inc.dler . 503.1.2-BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST 10'. 11ig1111 ay(�IIlil111in�limjin Fin 1II11 S.M.GUTTERS I,Ilk 11111111 l I l umlrl ulml Portland, OR 97220 TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB NOTE: LINE OF WALLS BELOW - r� Office: (503) 252-3453 BASE ALLOWABLE AREA PER STORY:7,000 S.F. MAXIMUM NUMBER OF STORIES:2 -PROVIDE GLASS G COMPOSTITION ROOFING MAXIMU = ILDING H T:40' -ROOF SHEATHING SHALL BE 15/32"APA RATED a ° r r 1 14.2 5" y' INGRD:: • ITH NF': YSTEM: • 'RIES, .+'HEIGHT SHEATHING WITH 8d NAILS @ 6"O.G.AT ALL PANEL I 506.4.4 MAXIMUM BUILDING AREAS: EDGES AND 12"O.G. IN FIELD(lYP) 7"/12" _ _ NOT USING SPRINKLER OR FRONTAGE INCREASES •-DENOTES DOWNSPOUT LOCATION 7,000 S.F.x 200%=14,000 S.F. MAX.BUILDING AREA. 1 i PROPOSED BUILDING LIVING AREA=4,644 S.F. FIRE ALARMS ARE REQUIRED FOR SPRI KLER SYSTEM / RADON CONTROL VENT 11 SQ. FT. 8'-0 SQ. FT. / - CHAPTER 6-TYPES OF CONSTRUCTION' 275 5Q. FT. 115Q.FT. 27.5 5Q. FT. - 11 5Q. FT. SEE DETAIL ON SHEET 7 C`7 TABLE 601 -FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: DUTCH HIP GABLEENJ 40'-0" z NO FIRE RATING REQUIREMENTS FOR ASSEMBLIES FOR VB CONSTRUCTIONr. k FRONT TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE DRAG TRUSS=4,600 LB. LOAD ROOF VENT i vµ ='I'-0' -J -FIRE RESISTA.NGE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. I - m ' - GROUND FLOOR WALL SQUARE FOOTAGE: 320 SQ. FT. � ' CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES ❑ ❑ ❑;❑ o 0 WINDOW AND STAIR OPENING AREA: 163 SQ. FT. - I 70511,EXCEPTION 5-PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 50.9% o _ -PROVIDE CLASS G ROOF COVERING A J -1/2"FIRE-RETARDANT PLY.WD.TO BE PROVIDED WITHIN 4'OF EXTERIOR WALLS DRAG TRUS5 �t , . 708.3-FIRE PARTITIONS SEPARATING DWELLING UNITS:1 HOUR. -SEE DETAIL O MANU TRUSSES @24"0.G. 709.4 EXCEPTION 5-FIRE BLOCKING AND DRAFTSTOPPING ARE BIT REQUIRED AT THE PARTITION UNE IN THE ROOF ASSEMBLY BETWEEN THE CEILING AND SHEATHING. 711.3-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS:1 HOUR - - - - - - - - - - - - - - - - 717.4 EXCEPTION 2-STRUCTURE SUPPORTING THE HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE RATED. . TABLE 716.5 FIRE DOOR PROTECTION RATINGS-EXIT ENCLOSURE 1 HOUR RATED ASSEMBLY,1 HOUR RATED DOOR. DRAG TRUSS=3,400 LB. LOAD _Zir 708.4 EXCEPTION5/6-DRAFTSTOPPING IN ATTIC NOT REQUIRED N `� i/��� CHAPTER 9-HRE PROTECTION SYSTEMS 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED /a 15 903.3.1.1-NFPA 13 SPRINKLER SYSTEM REQUIRED.REQUIRED (c) COPARE THE YRIGHT 2 PROPER SUMMIT ENGINEERING LLC ff ) ---�-- ` ® T OF SU MITRAIENGINEER NGS IN LC ANDTM / ARE CHAPTER 10-MEANS OF EGRESS BE USED OR REPRODUCED USED,WITHOUT PRIOR TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL=200 GSF PER OCCUPANT 1/2"FIRE RATED PLY.WD. WRITTEN AUTHORIZATION. SECTION 1021.1 EXCEPTION 4:ONE MEANS OF EGRESS IS PERMITTED FROM WITHIN EACH DWELLING UNITS,OCCUPANT LOAD<20 WITH 13 SPRINKLERS. ROOF PLAN / / TABLE 1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-4 DWELLING UNITS PER FLOOR-50'OF TRAVEL DISTANCE 1/8"=r-0 / / -EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION 1029 REVISION SCHEDULE: TABLE 1026.6-EXTERIOR STAIRS TO BE SEPARATED FROM THE INTERIOR THE SAME AS EXIT ENCLOSURES.1 HOUR WALL ASSEMBLY,60 MINUTE DOOR ASSEMBLY. REVISION DELTA ISSUE DATE SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT CANDLE MINIMUM AT THE WALKING SURFACE. 1006.3-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. HARIE-SHAKE SIDING CHAPTER 11 -ACCESSIBILITY ACCESSIBILITY REQUIREMENTS APPLY TO THE ENTIRE FIRST FLOOR OFALL BUILDINGS OF THIS PROJECT.THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT . t' CESSIBILITY REQUIREMENTS 2 TYPE B UNITS ARE REQUIRED-BOTH GROUND FLOOR UNITS TO BE TYPE B _W' SHAKE SIDING _® ` " p / T .I.""Y'lIV y1■NI■111p,, 11111IIIIIW maw-'Wml" Iln. - PRINT DATE: d1xnN�nIID-1 I1111����ryryI���� - --- ] 11111111111=111xN11.111111 IIIIInlm INI11N li1NB111I111111NI'111,. -_..._._ 1110111111111. -'011111111■IIIIN■.. ,..0 NOTE:SOIL BEARING PRESSURE 15 3,000 LB., PER GEO-TECH REPORT � uII .almnnmmmlmn. 7/7/2016 10:54:27 AM .1.LI''III11�1�11�IIIIIx11x 111N11111I■INNI11111■nlx■'n■\. _..- IM1111n1IN11I1111mINI111111111,.n.. -y.. .idaipprN�IINlI11111I,ply II.',�1� N ;�: � N�4iI11�11N�ATJ&aL I1uIlh - INNI jI��IIIIIIrr11111#1 Ilr uIIII III ail1ll. / ..._ .,IillIthi NIII,�IIItini I1 lal IIx talimlinni'1111MINI'IN III;I. 1 --_ r .,in 1�C I I nin�,._... ......... .,,,...... 1111 111111 IIII1111 SHEET/ .aml'` A N D - FACE MOUNT RAILINGS TO MEET MIN. Emil I■.■,���--Ik:EFi ROOF PLAN S j 48'S.F.OUTDOOR SPADE ,�1■-���, ,-.. NI II,,��� 111 �. III, . i 111111111111111 1 !IICIiIIt 1 I1 77- ice- i -._ il,l HARDI-PLANK SIDING �I III I�{IPI:I�II�i1111�1111� 4, , : .;, .11�1i�llilil=1E111�lI d 111111 ' �+. b. ice. -I wM11111.111 ii II I /11 Le - - 1111:1I7141;11111 • 6U>�illal 7� N.0 1111 ii 1 DRAWN BY:DBSY �� �� - lid 11L1,,,,1,I11, 1 i !111111111111111 t i - -- d _. IIII I,IIII ii Q,'nli;;� il;F::IFIlli"ICli=1111 IIII;IIS APPROVED BY: 1 III 9�Ip� �� / INIIMII = = ■■=i- --.. 11111.11.11111111= n11x1111 11N11�NNNNI ltl it - - SHEET: iiiii. N1 ■Nf xiNgqI'IIII''l,lynl„tllNNp ■■■ 1 _� - - - _ ' 1';11 Mllxp I .. - - - 1 1 RIGHT LEFT REAR G 1/6=1-0' 1/8'zl'-U 1/8'.1-0' JOB NO.: 9812 SCALE: As indicated / 40._0" / WALL LEGEND / 20'-0" / 20-0" / v4".r-o T-6" 4' 0" 5' 9" 2' 9" 2' 9" 5' 9" / / / / / / / 4 0 / 7 6 / /i z o %/�////A WI -FIRE PARTITION-SOUND RATED j0 �� OL W2-FIRE BARRIER-NON SOUND RATED • % -� 48"x60"CLEAR SPACE FOj 4- 9 T 3 / / -W.G.AND LAVATORY m 1_1 W3-EXTERIOR WALL-NON-RATED / / I ALLOWED IN CLEARANCE Client PER 1004.11.3.13.2 Evergreen"' I 1 W4-INTERIOR WALL-NON-RATED Builders, LLC do Joe Westerman J_ J 7420 SW Hunziker Road, Suite D I SEE WALL CONSTRUCTION DETAILS ON SHEET WT A Tigard, Oregon 97223 0 L , —% i 48'x66•CLEAR SPACE \ \ 7\ \ C■ o\ FOR WATER CLOSET 4'-0"x 5'-0"SLIDER 4'-0'x 5'-0"SLIDER u I \ `� , -- PATIO-515.F. to w w I9 I \ \ — . j TEMP. o PATIO1/4 TEMP. u N / 3 O 3 0\ / / 0 ;i m / / 30x48' CC ifl % �4'-0"x 5'-0' CIDER 4'-0"x 5' •0"SLIDER ��/ ` "' Project CLEAR PAGE j;' �' %' co Greenburg Road Apartments FOR LAVATORY Nc 9550 SW Greenburg Road 8.5 „g_o DINING Tigard, OR 97202 DINING IN ,, 6-5..„g o SD W 1 1.01/4 01a / / MINIMUM 5'CLEARANCE LIVING ” LIVING MINIMUM 5'CLEARANCE I / / 10'-10"*11' 6” ;�' 10'-10"„1}'-6” ��� -�— �� Designer I RAF �� � , / REF. Builders Design, inc. I �'KITGHEIN I I :RITEHEfi`. I 11125 N.E.WeidlerSt. THIS UNIT TO BE TYPE B ACCESSIBLE - THIS JNIT TO BE TYPE B ACCESSIBLE I I - Portland,OR 97220 $ 5".8'-0r 8' 5"„8' 0”I i I OPTION B OPTION B I i I Office: (503) 252-3453 0O t SINK i I çfl V SIN / 0RANGE I l - I I -- I OPTIONS j L ---- 11V1L _J 2'-5" 3'-10" ;i D9g9 L SNL — --J ADA BATH CLEARANCES /- - - - - - - - -� /" qty 1 T T \ 1/2"-1'-0' n / �� %� -0" 3'-0' r7 / - / o % 3 I \� / 3 ® o L / o I n I 2' 4., /• 9,, 2 4 N o t _.r.-._ T 17 in to i r • 430�n m -' -----' FIRE SPRINKLER - -- - m cs % �' -Ar1 I j ��� VAULT UNDER STAIR c-4 \ '��� E I © 03 1 CLEAR i •: - % j FLOOR ,..—"•••::::7:, E Mit / SPACE j A j / 75150 , \ �, Q� 19 j ___ =10 @€:) I \ �. �° m 230 r / - / w D °•� ® 0D w \ 21 8 t ___ I j / ® II •n ,c tie r 19 max \ `I‘ ,___.-d 31.-0' 0 ./.' \3'-0" 498 mi a is rsI. y % • 34f co 48 minal L 9 0 1220 / W ' (a) Elevation • pi Fig.32 Clear Floor Space at Lavatories , / / 12 max 24 min 24 max o N \ o % j o , ‘c-,' / / 305 , 610 610 0 BEDROOM ,, BEDROOM \ ' (C) COPYRIGHT 2015 }' ,y ! O SUMMIT ENGINEERING LLC NOTE-SHEETROGK BEHIND TUB/SHOWER I I & '12'-2" / 2'-8"•12'-2' THESE DRAWINGS ARE THE PROPERTY PRIOR TO INSTALLATION TO MAINTAIN 1-HR FIRE RATING I back wall I 0 a i \ '9, % ARE ' a OF SUMMIT ENGINEERING LLC AND . -. N—. . --- NOT TO BE USED OR REPRODUCED IN 'n O ANY WRITTEN PRIOR ION. o p � / WRITTEN AUTHORIZATION. / lij lz `O \ \ \ 2'-0'x5'-6" FIXES /� e A 2-0x5'-6" FIXED —III \ V / / 0 �_� �� 1x miry \ / \ o REVISION SCHEDULE: 305 E `. 5'-0"x 5'-6' SLIDER 5'-0'x 5'-6" SLIDER , iN REVISION DELTA ISSUE DATE 4 max 100 (b) Plan -- [•' "NOTES: PROVIDE BLOCKING FOR POSSIBLE FUTURE GRAB BAR INSTALLATION • UNIT ENTRY DOORS TO BE 60 MINUTE FIRE- RATED WITH CLOSERS AND SMOKE GASKETS NOTE: -MAX.THRESHOLD HEIGHT OF 1/2" HORNS 1i STROBES REQUIRED AT STAIRWELL AREAS -STC RATING OF30 PRINT DATE: WALL LIGHTS-PROVIDE 1-HR FIRE PROTECTION FIRST FLUOR PLAN / . 7/7/2016 10:54:28 AM 28 / f 38-41 WIRING TO BE PROTECTED IN THROUGH PENETRATION va =1-0 l / 36 min 990- 1040 / IN ACCORDANCE WITH SYSTEM N0.W-L2196. D5.2 SHEET TITLE: c NOTE:PEDESTRIAN LIGHTING TO BE PROVIDED AT OUTSIDE 12 min / 54 min / E ul 1st FLOOR PLAN 345 co v OF EACH EXIT DOOR. LIGHTING TO BE PHOTO-CELL ACTIVATED 12 max 1370 ' / -THE MEANS OF ILLUMINATION LEVEL SHALL NOT BE LESS 610 305 3'// / 42 min �, THAN 1FOOT-DANDLE AT THE WALKING SURFACE -0" 3 0„ 3'/ -O" / 3'-0" / / r 7, 1085 NOTE: �, 3'-0" �2'-0" 6'-0" 2'-0'� 3'-C" / / 3'-0" �2'-0"/ 6'-0" /2'-0"/ 3'-0" / e / ALL LIGHT FIXTURES TO BE SURFACE MOUNTED. / 16-0' / 8'-0" / 16-U' /q I C � NO LIGHT FIXTURES TO BE RECESSED INTO RATED 40'-0" ' ° ASSEMBLIES OR IN CONTACT WITH INSULATION / r t Z- to Section 609.4\ .� / -. / o DRAWN BY: BSY m � J ` � � I m 1 I 1 ea o `"� APPROVED BY: 1 M a / lr SHEET: A2 / -._-/ JOB NO.: 9812 SCALE: As indicated I / 40'-0" / / 20' 0" 2U-0" / / 7 6.. / 4 0.. / 5' 9!! 2 g.. / 5 g.. / 4 0.. / T 6° / / / _/ Client Evergreen Builders, LLC 3 c/o Joe Westerman 6x6 P.T. POST 6x6 P.T. POST A6 7420 ar , O egoni9722R3ad, Suite D Tigard, Ore W/ABU66POST BASE W/ABU66POST BASE 4x12 HDR AND ECC 66 POST CAP 2x10 JOISTS @ 16"O.C. AND ECG 66 POST CAP r 4x12 HDR LI 111 4. 4'-0"x 5'-0" SLIDER �C �' C� 4'-0"x 5'-0" SLIDER 1 __ 1 BALCONY o BALCONY • 7 �� e ,- , ,- ;r • -0. — iij / N 04 L+ � � j \ 4'-0"x 5'.0" SLIDER ` ! 4 -0 x 5 -0 SLIDE 1,1 Project ��`-- ' 7 M Greenburg Road Apartments 9550 SW Greenburg Road IDINING DINING Tigard, OR 97202 7 /-i x 8' 5*10'-0" 8'-5"x10'-0 o LIVING LIVING is / / CV to to (V 1G'-10"•11'-6" �� 10-10x11 -5' 1 Designer \ tcl til �/ , 1.11 j RtF. / RAF. Builders Design, inc. -I KITCHEN I I :KITGHE�1`v I 11125 N.E. Weidler St. o 0 o I o f I I i A 1 Portland, OR 97220 "' `" I " 0 1 0-s,8-r I , / r ' I Office: (503) 252-3453 BEARILIG\ALL j � Do fi , a ,. a y SINK 1 SINK/ v�BFAPING�JALL j %% t� / 00 LU210 HANGERS / QI�r RANGE J �` RANGES IQ 1 1 1 I i/ -i--- 1 1 I II 1 I I L---- JZNL _l 3'-5 3' 10" 1 I I I I I - L _Dv_ — --1, r l I �• — I— r I I I I i o 3 -O 3'-0" 3 -5 ' , ` l / 1 1 p 1 1 1 4 i, 4 / / 1 4x6 POST 0 1 1 1CD iii w 4x61P05T N WAIL 1 IN WALL I 4"16 PO4T IN\'ALL 3 3 i " oox x— zo in 2' /4 2' --sc os 4x12 HDR , --- I %, --- % SEE STAIR DETAILS --- cO Z f ". �! 6x8 BEAN w �J i, ! ❑ Ll \ 1 1 / J I W / — 1 I lV © / r III % \ 0 a co i. 1 r- II 1 \9 1 \NI 0 • in /6;0 O/ �� ,I Ua III 1 ,_ * `" \I I/ `D ® D w \ iil / fin/ D ® `v . ./4\ e ° O p nlCI \ \ .! _ VIII , / NI x4 Pd�T IN 11VALL 1 Vt V 14x4 F�5r Li \O III .��. ,. 4 i12 HD 1 I 1 �, z - 4x12 DR I - BiIRINC�WALU / \ N O5 O ` BLARIN�b WALL o o in / / jLn o O BEDROOM ;-- -,2-; BEDROOM b SUMMIT/ IENGINEERING LLC p 12 -d x12 -2 ---- --- % 17-e •12-t' p THESE DRAWINGS ARE THE PROPERTY j j OF SUMMIT ENGINEERING LLC AND i r NOT TO BE USED OR REPRODUCED IN / / ANY MANNER.WITHOUT WRITTEN AUTHORIZATION.PRIOR j2,1 D 7 I / I / / '7 2' 0"x 5 0" FIXED / -- - — 7 0"x 5' O' FIXED — • \ \ / Il k Air 11% �! ‘. `, 4'-0"x 5'-0" SLIDER , 4'-0"x 5'-0" SLIDERSr REVISION SCHEDULE: _�aW�O REVISION DELTA ISSUE DATE 4x12 HDR SECOND FLOOR FRAMING PLAN SECOND FLOOR PLAN PRINT DATE: 1/4':LC' v4"L-1-0 —.. 7/7/2016 10:54:29 AM l / / / SHEET TITLE: I/////////I WI -FIRE PARTITION -SOUND RATED SECOND FLOOR / 3'-0" 13 0" / / 13' 0" / 3' 0�� PLAN F7''?777TA W2-FIRE BARRIER-NON SOUND RATED / 16' 0" / 8' 0" / 16'-0" / / 40' 0" / W3-EXTERIOR WALL- NON-RATED 1 1 W4-INTERIOR WALL-NON-RATED SEE WALL CONSTRUCTION DETAILS ON SHEET WT DRAWN BY: BSY APPROVED BY: WALL LEGEND SHEET: A3 JOB NO.: 9812 SCALE: 1/4" = 11-0" / 40'-0" / / 20' 0" / 20 13-0 / / % 6" / 4' 0° / 5 9" 2' 9" / 2 9" 5' 9" / 4'-0" 6" / / 4' 0" �, 3' 6" 3' 0" y 2' 9" 2' 9" 3' 0" 3' 6" / 4' 0" / 7 / / Client Evergreen Builders, LLC 3 3 do Joe Westerman A6 47 HIGH GUARD RAIL :>„?._//\ 47 HIGH GUARD RAIL 7420 SW Hunziker Road,Suite D Tigard,Oregon 97223 6x6 P.T. POSTS 6x6 P.T. POSTS 4x12 HDR WI SIMPSON ECGSS POST CAP WI SIMPSON ECG66 POST CAP 4x12 HDR /-- 4'-0"x5-0" SLIDER 9ALCONY \ 1 f 2x10 JOISTS @ 16"O.C. 2x10 JOISTS @ 16"O.G. N� 4'-0"x 5'-0" SLIDER • \ \ ' --- --- < 1 % iv / o� r BALCONY • ," n , I / 3! U 3'ir___:_ n / / ,/ 4 0"x 5' 0" CIDER :7 \4120,. -0"x 5511/_._-096,' 0" SLIDER / ` o Project t r o t nL 9 Greenburg Road Apartments DINING DINING 9550 SW Greenburg Road % o-5'x 10 o / , ' _ o a Tigard,OR 97202 �� LIVING / LIVING I - / I-- Q) Qi Ua Ua 10-10".11' 6" / 10`-10'.11:' 6" f` �_—._.... 1 / Designer i r r t in tn /� I.rrr1L % RtF. / RQF. Builders Design, inc. 1 KITCHEN I 1 :KITGHE�1`• 1 . 1 11125 N.E.Weidler St. 0 0 0 1 0_ G 1 ( / 1 i �t 1 Portland, OR 97220 r BEARII FALL, II SINK R. i I iSINK IOffice: (503)252-3453 BEHZING�JALL ✓ Oo 0 36'-2"MAX.TRAVEL DISTANCE / ot� ( 00 511/2"x9' GLULIM / 0 RANGE TO EXIST STAIR ACCESS �� x RANGE Ip r— I LLI21 H�NGE�S — 0 } , J 1 I LUI10 HANGER` 0 5-1/2'�C9"Gl1U MI 1 j I P -J I �' I I I I I I I I 7 L---- IL.w . _I 3'-10" /4s _Da J 1 1 I I I I 1 I 1 I I I Ili, I 1 I I I � % � ;� 9g 1{n u�i ii it � ,�ii ii�n r i— -' '— �— 1Irl1'�II C47 ' I11I11�1)'F� j I -74 _ ---- / i i 4x6 POST 1 i i i / o 0 ® 3 �\ .. 3 ® o / 4x6405T N WAIL J' IN WALLNIII , — 416 POIT Ih ViALL /`. o ` ••. q / o �` / / 4x12 HDR I — j ,1 ' 4 / •` 2 4 0 ._._- % '-.- 1(13 ----� 12"EXTENSIO %---- '� T F m ci GUEST \tia GUEST m F r �. 6x8 BEAM % ❑ / % /, / ❑ a z , 1 L) - - - - - ✓ I % % 1 0 LI e 1 Ua I I 1 kg 7../ : r. ,,/ EET± E tmi 01 I r ® \ --- / J W DIZ1 CO co 1 1 — I % J �+ :�� tis; II.:MIIIr.IO.p IIIIZZIIIIIIII, _ i.:III '.�n.a,.r In..nr.'.;'•, .;MnonrnI III'Eurm�Mr �� ---- 3 0 i%' - 3' 0" — qx4 PGT IN i�UALL 1 ` A/ \ 1 i 4x4 1F�O5 Il Li // 1 I MUM r r. 4112 HD ,� 1 \• I 1 I 0 j 136"HIGH HANDRA_5 ` • _ 4x12 �DR Bi4RINC1 WALU \ 1 in fat• 5 % L j SQ u; B�tARIN�C WAL� l DISTANCE TO E ND OF �% 2' {g",04.>; ' 4'-8" 6" /o / o tfl o o ✓ EXIT ACCESS STAIR j o 1' 2„ �o / / T (I- \ 0 0 BEDROOM 564'-6" • j BEDROOM o (C) COPYRIGHT 2075 41I. O 72_3-„1�_2 % - MAX MLM AG5E55 % 12'-8''17-2” SUMMITENGINEERINGLLC / / / DISTANCES 100.62' % T OF SUMMIT IENGINEERING LLC AND om ARE `� J % 42"HIGH GUARDRAIL ✓ in NOT TO BE USED OR REPRODUCED IN % ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. / rt ---r— ,•. \ \ \ .d 2'-0"x 5' 0"FIXED• /o — _ _ A 1 2' 0"x 5' 0"FIXED — I \ \ \ / / - / / N. 4 -0"x5 -0" SLIDER \\ 4'-0x5 -0" SLIDER / REVISION SCHEDULE: REVISION DELTA ISSUE DATE 4x12 HDR PRINT DATE: 7/7/2016 10:54:30 AM L__ THIRD FLOOR FRAMING / 3 -o / 3'-0" / / 3 _o / 3 _0" / / / • / 3 0" /2'-0"/ 6 0" /2' 0"/ 3' 0" 3' 0"/ /2' 0"/ 6' 0" /2' 0"�, 3'-0" SHEET TITLE: / / 16-0 / 8'-0" / 16'-0" THIRD FLOOR PLAN / 40'-O. / 1/////////I W1 -FIRE PARTITION-SOUND RATED THIRD FLOOR PLAN tm _1A. W2-FIRE BARRIER-NON SOUND RATED I 4 W3-EXTERIOR WALL- NON-RATED / / 1 I W4-INTERIOR WALL-NON-RATED DRAWN BY: BSY APPROVED BY: SEE WALL CONSTRUCTION DETAILS ON SHEET WT WALL LEGEND SHEET: 1/4'..1'-0' A4 JOB NO.: 9812 SCALE: 1/4" = V-0" NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION 40-0" / / / 20 0" / 20 0" / / 6" / 4' 0" / 5' 9" / 2' 9" / 2' 9" / 5' 9" / 4' 0" / 7 6" / FOOTING SCHEDULE ©-60" SQ. x 28"DEEP W/(5)#4 REBAR TOP$BTM. EACH WAY ©-6-0" LONG x 5'-0"WIDE W/#4 @ 12"0.G. EACH WAY. BOTTOM L FO-60"SQ. FOOTING x 12 DEEP W/(5)#4 REBAR EACH WAY 18"5Q.x10"CNG. FTG. / (FOOTING IS BELOW STANDARD STEM WALL WI 2)#4 BARS EACH WAY PROVIDES MIN.24"EMBED FOR ACNHOR BOLTS) trent Evergreen Builders, LLC c/o Joe Westerman 3 7420 SW Hunziker Road, Suite D :.1 \ r 1 ,I \ I \ i ° _ .. . N. N. • . ..\ - - / \ _ 1 1 - . cu:1 __ _. __.. ._ \ \ a• . / Greenburg Road Apartments •_ — - 9550 SW Greenburg Road e_ NA: 1 Tigard, OR 97202 1 PAB10-24$TYPE 12 HD HOLDOWNS \_ PAB10-24$TYPE 12 HD HOLDOWNS d• t\Ao1 FOOTING 4'-0"WIDE x 12'-0" LONG x 27'DEPTH -, ' \/ ° 581x30$TYPE 10 HD'S W/#5 REBAR @ 12"O.C. EACH WAY / Designer 60 TOP$BOTTOM e WIs n, inc. #4 REBAR x10"CONC. FOOTINGS 9 9„ / 6'WIDE STR P FOOTING 581x30$ 9 9" 1111125rN.DE Weidler St. . 3 ATlir • TOP OF STEMWALLS I/ W/(2)#4 REBAR IN FOOTINGS 18"SQ.x 10 CONC.FTG. TYPE 10 HD'S 18" SQ.x 10"CONC. FTG. ' Portland, OR 97220 AND#4 VERT. DOWELS @ 48"0.C. W/(2)#4 BARS EACH WAY UNDER BEARING WALL ABOVE W/(2)#4 BARS EACH WAY Office: (503) 252-3453 —,— #4 REBAR IN FOOTING " 16WIDE STRIP FOOTING a • UNDER BEARING WALL ABOVE r -(2)#4 REBAR IN FOOTING 1 1 —17 __ _y_1— SB 1x30$TYPE 11 HD'S 7 r- JA I I--- --1 I /. .17'/�, ' I _ ---I I ".. 1 • ; I I f-- I / - •/ \ , \ BCA • I I I '� r--- --I 1© \. .- I I------I I i o I I I I "c / _ \\ I I I I b TY L—4 J LJ \ L_ _ I L_ —'Its J r--„,,,-- O I/ -f I P 1 O T w• t. 581x30$TYPE 11 HD'Sj_, Z S I 8”CONC.WALLS WI 18"x10"GONG. FOOTINGS C a W/#4 REBAR AT TOP OF STEMWALLS z ' y 4"CONC. SLAB ON 3/4-COMP. FILL p W/(2)#4 REBAR IN FOOTINGS _ I V.: Lc, W/FIBERMESH 1 to x . =t AND#4 VERT. DOWELS @ 48"O.C. m _. i d. 16"WIDE STRIP FOOTING I UNDER BEARING WALL ABOVE I 1 16"WIDE STRIP FOOTING z UNDER BEARING WALL ABOVE - y [ ' SB 1x30$TYPE 10 HD'S -(2)#4 REBAR IN FOOTING I -(2)#4 REBAR IN FOOTING SB 1x30$TYPE 10 HD'S F ———I r a r 7 r-—— , %, N. ,;,� GF I I I � . I I a I `, ' ' -\ 1 I •1 I • I I i `/ 1 1 •.' I-- --II- -I I---- I 1 I 1 I I I I 18"5Q.x 10"CONC. FTG. L— — —J L O J L— —J 18"SQ.x 10"GONG.FTG. `` '1 / W/(2)#4 BARS EACH WAY I ' 4"CONG. SLAB ON 3/4-COMP. FILL W/(2)#4 BARS EACH WAY / / I o W/FIBERMESH / l O I -T' T-11" - .' (C) COPYRIGHT 2015 /1 SUMMIT ENGINEERING LLC / - THESE DRAWINGS ARE THE PROPERTY ° • OF SUMMIT ENGINEERING LLC AND 7-11" / 8'-i" NOTE:SEE ENGINEER'S SHEARWALL SCHEDULE ARE 5E7328 HOLDOWNS I ` , • SSTB26 BOLTS$TYPE 9 HD'S 1 FOR ANCHOR BOLT SIZING AND SPACING NOT TO BE used OR REPRODUITHOUT CED IN ° ANY MANNER,WRITTEN AUTHORIZATION. ON.PRIOR $TYPE 9 HD'S © © © 5BTB28 HOEDOWNS r 1 , r J •• $TYPE 9 HD'S / _ N. \ I� ) � • - \ \ L — L — — _ J REVISION SCHEDULE: Ory I ,� T_.._/.:). • , _ /42/ _,, 01 r_ _ - _ .� o REVISION DELTA ISSUE DATE NOTE: NOTE: FOOTING THICKNESS SHALL FOOTING THICKNESS SHALL BE INCREASED FOR SSTB BE INCREASED FOR SSTB HOLD-DOWN ANCHORS,TYP. 18"x16"x9"FTG. HOLD-DOWN ANCHORS,TYP. W/(2)#4 BARS PRINT DATE: 7/7/2016 10:54:30 AM / FOUNDATION PLAN / / SHEET TITLE: 3'-0" /2'-0"/ 6-0" /2'-0"/ 3'-0" / 6-0" / 3'-O" ,(2'-0"/ 6-0" /2'-0"/ 3-0" / FOUNDATION PLAN )11 40'-0" / NOTE: DRAWN BY: BSY ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS APPROVED BY: PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE / 7 SHEET: A5 JOB NO.: 9812 SCALE: 1/4" = 1-0" / / / Client I r Evergreen Builders, LLC do Joe Westerman 7420 SW Hunziker Road,Suite D Tigard,Oregon 97223 NOTE:PENETRATIONS INTO OR THROUGH FIRE WALLS,FIRE BARRIERS, SMOKE BARRIER WALLS AND FIRE PARTITIONS SHALL COMPLY WITH SECTION 713.31 THROUGH 713.3.3. COMP.SHINGLES ON NOTE:PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS,SMOKE BARRIER 15#FELT ON / / WALLS AND FIRE PARTITIONS SHALL COMPLY WITH SECTION 7133.1 THROUGH 713.3.3. 1/2"FIRE RATED PLY.WV.-4 BOTH SIDES OF FIRE PARTITION 1/2"CDX PLY.WD. / / Project GIRDER TRUSS - SEE ROOF PLAN FOR ROOF VENT LOCATIONS Greenburg Road Apartments COMP.SHINGLES ON 15#ASPH. 1-HR FIRE RATING TO BE MAINTAINED TO UNDERSIDE OF ROOF 9550 SW Greenburg Road SAT.FELT ON 1/2"CDX PLYWD. 12"MIN. �� (3216)ON ROOF TRUSSES @ 24"Q.G. -- 0 MANU.TRUSSES @ 24"O.G. D5 _ / /ii CKING iETWEEN TRUSSESVENTED BLOCKING@6G. 1 2x SOLID BLOCKING Builders Design, inc. R-38115UL y R-3811v3UL 1 11125 N.E.Weidler St. S.M.GUTTERS � ,� _ _ _ _ � ELECTRICAL BOX SHALL BE JA \ `, m r _ �, Portland,OR 97220 FIRE BLOCK @ CEIUNG LINE �■ Office: 503 252-3453 INSTALLED NEAR RADON 1"AIRSPACE BETWEEN UNITS D5 CEILINGS AND EAVES IN THIS AREA TO BE MITIGATION SYSTEM FOR PROTECTED WITH 5/8"TYPE X GYP.BD. FUTURE FAN INSTALLATION �_` , (GOLD BOND FIRE SHIELD) a� 2x4 STUDS @ 16"O.G. ® 12 MIN.• zn 42°HIGH GUARDRAILS 36"HIGH HANDRAIL. 42"CJ�RDRAILS 8 - r 2x6 STUDS @ 16"O.G. 164 @ 12"O.G.(TYP.) 23r�1"EDGE-GOLD SUBFLOOR SPACE PICKETS AT ALL 5'MI :5 AND , ---1 i SUBFLOOR CONTINUOUS BETWEEN UNITS LANDINGS TO PREVENT PASSAGE OF 4"DIA.SPERE. ' 2x10'8 @ 16"0.G. . 2x10's @ 16'O.G. \ ► ,1 C N I N I N 101 N 1 2x10 JOISTS @ 16"O.1 'r' 1 DS / / L - - - - - - ' x FLOOR 15 TO BE A FIRE BARRIER - r 42"HIGH • (5)2x BLOCKING MAINTAIN 1/8"MIN.SPACE BETWEEEN ' .' / GUARDRAIL Z ® ALL PENETRATIONS IN WALLS AND ` ® �' FLOORS TO BE PROTECTED © HARDI-PLANK SIDING ON THE SIDING AND THE WATER MEMBRANE 6x10 BEAM MAINTAIN 1/8" MIN. SPACE BETWEEEN Q � J2' trt —s WITH 3M FIRE BARRIER SEALANT 1/2"PLY.WD.OR 7/16"05B THE SIDING AND THE WATER MEMBRANE 1"AIRSPACE o , i �- m ® OR EQUAL TO MAINTAIN ® ® W/V.BARRIER 42" HIGH GUARDRAILS 1n I - 11 N ` FIRE RESISTANCE RATING ° ON 2x6 STUDS @ 16"O.G. i [ -SEE ATTACHED FIRE STOPPING 1 I , .3 L _ — J 8 ' 7 MAINTAIN(MIN) 7'MAX RISE 1 20 EDGE-GOLD SU3FLOOR 1 -G-�.' 74 D5 _ 1 DETAILS FOR EACH PENETRATION TYPE LESS THAN 27' , , ' 6-8"HEADROOM 11"MIN.RUN4 „ °'‘A - -+ I CAULK WALL PERIMETER BOTH SIDES 1 12x6 STUDS @ 16"O.C. @FLOOR,CEILING ff END WALLS ` pp . 1°6=7.9'., ' 16 RISERS FOR STAIRS : �, • ��" 2x16s @ 16'O.G. . 2x10'8 @ 16'O.G. A N N I N N N N 2x10 JOISTS @ . O.0►% . • a - —� -11"RUN/6-7/8"RISE s ` © DS x x 5/8"TYPE X �\� Q NOTE-SHEETROCK BEHIND TUB/SHOWER o b GYP. BD.(TYP) 24 / / ® PRIOR TO INSTALLATION TO r- DS - © MAINTAIN 1-HR FIRE RATING eo 1/7 GYP. BD. 12"PLUS WIDTH / 2x4 RAFTERS , � (C) COPYRIGHT 2015 ® -� 2x4 STUDS @ 16"O.G. @ 16"O.C. - OF TREAD SUMMIT ENGINEERING LLC ® 5-15 SLAB EDGE INSUL. 4'COM.SLAB ON 3/4-COMP. FILL .-J THESE DRAWINGS ARE THE PROPERTY DS - i i 4"GONG.SLAB ON 3/4-COMP. FILL 4'GONG.SLAB ON 3/4-COMP.FILL G 9x13.4 ?EEL CHANNEL I OF SUMMIT ENGINEERING LLC AND _ W/FIBER MESH 4° ARE I W/FIBER MESH W/FIBER MESH •` \ — ii NOT TO BE USED OR REPRODUCED IN • ma ANY MANNER,WITHOUT PRIOR • I WRITTEN AUTHORIZATION. 1 R-15 INSULATION R-15 INSULATION f 2x4 STUDS @ 16"O.G. �- 24'x36"x12"FTG. / 7 1 2-0 RADON VENT (1)#4 REBAR AT TOPA (Tan; -SEE DETAILS 0 Section 3 / / F. 87 CONG.WALLS W/18"x10"CONC.FOOTINGS rI ' ON 2x4 P.T.PLATE a =t OF ALL STEMWALLS L - - __.)/#4 REBAR AT TOP OF STEMWALLS r .-r---J- 8"GONG.WALL REVISION SCHEDULE: 3"ABS RADON TUBE, LOCATION BY CONTRACTOR Wi(2)#4 REBAR IN FOOTINGS -SEE GENERAL NOTES Section 1 W/#4 REBAR @ 6'O.G.E.W. REVISION DELTA ISSUE DATE AND#4 VERT. DOWELS @ 48°O.C. TUBE WILL HAVE LABEL THAT READS'RADON REDUCTION SYSTEM" 1/4"=1-0' ON 18x10 GONG FOOTING W/(2)#4 REBAR AT EACH FLOOR AND IN THE ATTIC L AND#4 VERT.DOWELS @ 48"O.G. TEE FITTING AT BOTTOM OF VERT. PIPE PRINT DATE: 7/7/2016 10:54:31 AM / / /_ SHEET TITLE: CROSS SECTION DETAILS / -- / I DRAWN BY: BSY I APPROVED BY: / —/ SHEET: A6 :-- , JOB NO.: 9812 SCALE: 1/4" = 1'-0" I sc#> ..\pm0 O A 0 0 / \ P—s--.1 1 la s 1 L e--41(e\c\ AP--s--,1 II-1 4 e ice, .�1�j‘111 i 1 00 00 O 0 0 - - 0 O Lo . O _ O• \ / \ 1 t \ /, \ , t \I \ \ , / \ \ I:• / \ fh i1• = \u (h \ ---- / j N 4i / N / / \ • / „, iii, N , / \ • • / i , \ • / m _ a N -? N 6 N 1 , r —r r-:�r �-�-r r—:ter a 0 0 0 0 4. MINIMUM 3 BOLTS PER 4'-0”LENGTH OF WALL. 5. ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36"J-BOLT"WITH 7"MLNI:MUM EMBED. SHEARWALL SCHEDULE 6- PROVIDE 3"x3"x 1/4"PLATE WASHERS AT SILL BOLTS,TYP. FLOOR SILL PLATE DRAG T PANEL EDGE NAILING AT 2"OC REQUIRES 3X FRA.MLNIG MEMBERS AT ADJOINING PANEL EDGES. SHEA PANEL PANEL EDGE TO RIMBOARD & TRUSS TOP & BOTT SILL PLATE R THICK- NAILING3•7 RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS9 8. NAILING FROM RIMBOARD TOTOP PLATE BELOW SHALL BE "TOE-NAILING". WALL NESS' PLATE BELOW WALL BELOW NAILING' ATTACHMENT4'5,6 TYPE ATTACHMENT8 9. SHEAR VALUES IN THE REMARKS COLUMN IS INFORMATIONAL FOR ENGINEER AND VARIES PER PROJECT A 15/32" 8d at 6" o.c. 16d at 6"oc SIMP. A34 AT - 1/2" DIA at 36" o.c. Va = 280PLF 16"OC HOLD-DOWN SCHEDULE B 15/32" 8d at 4" o.c. 16d at 4"oc SIMP. A34 AT - 1/2" DIA at 24" o.c. Va = 430PLF 12"OC C 15/32" 8d at 3" o.c. 16d at roc - 10d at 4" o.c. 1/2" DIA at 20" o.c. Va = 550PLF REQUIRED PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR 16d at 3"oc - DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST' BOLT5•6 REMARKS D 15/32" 8d at 2" o.c. SIMP. A34 AT 6"OC USE 3x 1/2" DIA at 14" o.c. Va = 730PLF OPENING2.3 BOLTS TO POST SDS 1/4x3 1/4 at - 1 CS16 STRAP 13" 22 - 8d 2x - Ta = 1705# E 15/32" 10d at 3" o.c. 6"oc USE 3x 1/2" DIA at 12" o.c. Va = 870PLF 2 CS14 STRAP 16" 30 - 8d 2x - Ta = 2490# SIMP. A34 AT 6"OC 2 SIDES SDS 1/4x3 1/4 at 3 CMSTC16 STRAP 20" 50 - 16d SINKER (2) 2x - Ta = 4585# F 15/32" 8d at 3" o.c. roc USE 3x 1/2" DIA at 10" o.c. Va = 1100PLF 4 CMST14 30" 66 - 10d 4x Ta = 6490# SIMP. A34 AT 4"OC 5 CMST12 39" 86 - 10d 4x - Ta = 9215# 5d COOLER SIMP. A34 AT 6 HDU2-SDS2.5 - 6 - SDS 1/4x2 1/2" (2) 2x SSTB16 Ta = 3075# G 2 OR 16d at 6"oc 24"OC - 1/2" DIA at 48" o.c. Va = 220PLF 7 HDU4-SDS2.5 - 10 - SDS 114x2 1/2" 4x SSTB20 Ta = 4040# LAYERS WALLBOARD 8 HDUS-SDS2.5 - 14 - SDS 1/4x2 1/2" 4x SSTB24 Ta = 5025# 5/8" AT 4" o.c. 9 HDU8-SDS2.5 - 20 - SDS 1/4x2 1/2" 4x SSTB28 Ta = 6605# 1. (2)2x PLATES REQUIRED AT TOP AND BOTTOM OF WALL FOR ALL WALL TYPES EXCEPT"A","B"AND"G". STAGGER NAILING. 3x PLATE MAY 10 HDU11-SDS2.5 30 - SDS 1/4x2 1/2" 6x6 SB 1X308 Ta = 9535# BE USED IN LEIU OF(2)2x PLATES WITH NAILING. 11 HDU14-SDS2.5 - 36 - SDS 1/4x2 1/2" 6x6 SB 1x308 Ta = 9905# 1 APA-RATED OSB OR PLYWOOD. APPLY ONE SIDE OF WALL U.N.O. 12 HD19 - (5) 1" DIA BOLTS 6x6 PAB10-24 Ta = #18000 3. ALL NAILS SHALL BE COMMON TYPE FIELD NML]NG AT 12"OC TYP 1.HOLD-DOWNS ARE"SIMPSON"BRAND U.N.O. 2.LENGTH APPLIES TO ALL STRAPS;MINIMUM LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL HOLD-DOWN STRAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. 3.FOR HORIZONTAL WINDOW STRAPPING,FILL ALL NAIL HOLES WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 8d AT 16"OC. 4.(2)2x6 NAILED TOGETHER WITH(2)ROWS 10d AT 12"OC STAGGERED MAY BE USED IN LIEU OF 4x POST FOR CMSTC16 AND HDU2 HOLD- DOWNS. 5 FOLLOW MANUFACTURERS'REQUREMENTS FOR MLNLMUM CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3"CLEAR BOTTOM OF FOOTING. 6. REFERENCE PLANS FOR SPECIAL FOOTING DETAILLNG AND ANCHOR REQUIREMENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND GREATER). 7, IN THE"REMARKS" COLUMN,Ta IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER 8. 24"EMBED IN 8"WIDE STEMWALL REQUIRED FOR SB1x30.