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Plans �---� � RECEIVED ALBERTA RIDER ELEMENTARY SCHOOL FeRENSIC MAY 1 2 01 BUILDING CONSULTANTS CITY OF TIGARD 1200 NW NAITO PARKWAY BUILDING DIVISION LAND,O PORTLAND R R 97209 TEL:503.772.1114 FAX:503.772.4039 www.forensicbuilding.com i nfo@forensicbu ilding.com COPYRIGHT 2012 FORENSIC BUILDING CONSULTANTS ALL RIGHTS RESERVED OR CCB#155496 Fl WA FORENW C94308 Li r '1 REDUCE.REUSE.RECYCLE ALBERTA RIDER ELEMENTARY SCHOOL 1 -- —za. ----_-----• --� ---__-------_-_- -- i -- ��•---- ---- ® ® ® -� ?:°Z--�I�:=-r====---.W:.��==-==== - TIGARD-TUALATIN --.. — - --- :.---------------------------------------------------------_ „ „ „,„;'r---- ter,,,,,,,,,,,,,,,,,,,,,, - - -r-= •- =---------------a-:���,''ii -- -----=: - ---- -- --- ----- -- -- ------ ---- '=== - °? _ '---------- SCHOOL DISTRICT.______________= ._=-= — _ ___ - - ==-===-====°=-========-----=== T DRAWING INDEX • NEW ISSUE Q REVISED ISSUE 0 ISSUED W/NO CHANGES * REVISED-NOT ISSUED/SK ISSUED FeRENSIC BUILDING CONSULTANTS 1200 NW NAITO PARKWAY SUITE 100 CI o 6z o Ei z PORTLAND,OR 97209 m LLO° 0° OLL N CI 0/ 0 0 iCI 0 TEL:503.772.1114 Z N �N CI`° = N CI °b r o m FAX:503.772.4039 SHT# SHEET TITLE 2 o QA SHT# SHEET TITLE w o a $ SHT# SHEET TITLE 2 o °< $ www.forensicbuilding.com info @forensicbuilding.com GENERAL FENESTRATION DETAILS 4.0 ROOF DETAILS 5.0 G.0 COVER • 4.01 TYPICAL DETAILS SEAALANTAND SIDING FASTENER • 5.01 NOT USED • • 4.02- 5.10 COPYRIGHT 2012 FORENSIC BUILDING G.1 DRAWING INDEX NOT USED 5.11 PARAPET COPING AT CEMENTITIOUS PANEL • • G.2 GENERAL NOTES,ABBREVIATIONS&SYMBOLS • 4.10 CONSULTANTS 4.11 HORIZONTAL PANEL JOINT AT CEMENTITIOUS PANEL • 5.12 ROOF RAKE AT CEMENTITIOUS PANEL • ALL RIGHTS RESERVED 4.12 VERTICAL PANEL JOINT AT CEMENTITIOUS PANEL • 5.13 ROOF EAVE AT CEMENTITIOUS PANEL • TYPICAL UTILITY PENETRATION AT CEMENTITIOUS 5.14 ROOF RIDGE AT CEMENTITIOUS PANEL • OR CCB#155496 F100 SITE PLANS-UNIT TYPES&ADDRESSES(NOT USED) 4.13 PANEL • REWA FORENW C94308 RECYCLE 4.14- NOT USED F201 NORTH ELEVATION AND BUILDING SECTION AT LIBRARY • 4.20 F202 EAST ELEVATION,WEST ELEVATIONS&SOUTH HVAC WALL • 4.21 CEMENTITIOUS PANEL AT OUTSIDE CORNER •• CLIENT - F203 SOUTH ELEVATION • 4.22 4.30 NOT USED TIGARD-TUALATIN F204 EAST AND WEST ELEVATIONS • • 4.31 CEMENTITIOUS PANEL AT CMU WALL • SCHOOL DISTRICT F205 NORTH ELEVATIONS • • 4.32 CEMENTITIOUS PANEL AT ANGLED CMU WALL • F206 SOUTH ELEVATIONS • • 4.33 CEMENTITIOUS PANEL AT CANOPY JAMB RETURN F207 ALUMINUM WINDOW TYPES • • F208 STOREFRONT FRAME TYPES • 4.34 CEMENTITIOUS PANEL AT CANOPY HEAD RETURN • ISSUE 4.35 CEMENTITIOUS PANEL AT CANOPY SOFFIT RETURN • WALL DETAILS 3.0 _ _ 04-18-2013 3.01- 4.36 NOT USED ADDENDUM NO. 3 3.10 NOT USED 4.40 STOREFRONT/WINDOW HEAD AT CEMENTITIOUS 4.41 TRANSITION FLASHING AT BRICK MASONRY • 3.11 • PANEL 4.42 FLASHING TRANSITION AT METAL PANEL • REVISIONS 3.12 STOREFRONT/WINDOW JAMB AT CEMENTITIOUS • 4.43 FLASHING ASSEMBLY AT BRICK/PANEL INTERFACE • PANEL 3.13 STOREFRONT/WINDOW SILL AT CEMENTITIOUS • REV. DATE PANEL 3.14 NOT USED 3.20 3.21 STOREFRONT/WINDOW HEAD AT METAL PANEL • 3.22 STOREFRONT/WINDOW JAMB AT METAL PANEL • 3.23 NOT USED 3.24 STOREFRONT/WINDOW SILL AT METAL PANEL AT • GRADE 3.25 STOREFRONT/WINDOW SILL AT METAL PANEL • _ 3.26 NOT USED PROJECT NAME 3.30 3.31 STOREFRONT JAMB AT BRICK MASONRY • ALBERTA RIDER 3.32 STOREFRONT SILL AT BRICK MASONRY • ELEMENTARY 3.33 3.40 NOT USED 3.41 STOREFRONT THRESHOLD AT WALK-OFF MAT • PROJECT NUMBER 3.42 STOREFRONT THRESHOLD AT CONCRETE • 3.43 STEPPED STOREFRONT FLASHING ASSEMBLY 1 OF 3 • 12-283 3.44 STEPPED STOREFRONT FLASHING ASSEMBLY 2 OF 3 • 3.45 STEPPED STOREFRONT FLASHING ASSEMBLY 3 OF 3 • 3.46 NOT USED SHEET NAME 3.50 3.51 STOREFRONT/WINDOW JAMB AT METAL PANEL • DRAWING INDEX SHEET NUMBER G.1 f T i GENERAL NOTES: GENERAL NOTES, CONT.: ABBREVIATIONS: ABBREVIATIONS, CONT.: REFERENCE SYMBOLS LEGEND: 1. READ DRAWINGS IN CONJUNCTION WITH PROJECT MANUAL MEMBRANE INSTALLATION: AL ALUMINUM W. WEST DETAIL NUMBER 420V(SPECIFICATIONS). APPROX APPROXIMATE W/ WITH f C R E N S I C 1. SEAL WEATHER-RESISTIVE BARRIER TERMINATIONS TO ARCH ARCHITECTURAL W/O WITHOUT = _ 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON SITE. CREATE AIR BARRIER.NOT ALL SEALANT LOCATIONS ARE WRB WEATHER-RESISTIVE BARRIER DRAWING NUMBER WHERE DETAIL IS ILLUSTRATED BLDG BUILDING LOCATED 3. DRAWINGS OF ELEVATIONS AND SITE PLANS OF THE BOT BOTTOM 1200 NW NAITO PARKWAY PROJECT ARE REPRODUCED FROM BASE DRAWINGS 2. CLEAN AND PREPARE SURFACE PRIOR TO INSTALLATION SUITE 100 PREPARED BY F.B.C.BRING DISCREPANCIES BETWEEN OF ALL MEMBRANES IN ACCORDANCE TO COL COLUMN PORTLAND,OR 97209 DESIGN DOCUMENTS AND ACTUAL PROJECT CONDITIONS MANUFACTURERS'RECOMMENDATIONS OR AS DIRECTED CMU CONCRETE MASONRY UNIT X �-BUILDING ELEVATION NUMBER TO THE IMMEDIATE ATTENTION OF THE BUILDING BY BUILDING ENVELOPE CONSULTANT. CONC CONCRETE LINETYPE LEGEND: Ur TEL:503.772.1114 ENVELOPE CONSULTANT AND REQUEST A REVIEW. CONT CONTINUOUS DRAWING NUMBER WHERE FAX 503.772.4039 3. PROVIDE SADDLE FLASHING AT INTERSECTIONS AT CONSTR CONSTRUCTION BUILDING ENVELOPE COMPONENTS-WINDOWS, ELEVATION IS LOCATED 4. EXECUTION OF THE CONTRACT BY THE CONTRACTOR IS A BALCONY/ROOF PARAPET AND WALL;DECK CORNERS, CAN COMPLETE WITH www.forensicbuilding.corn DOORS,HOLLOW METAL,VINYL,MISC. info @forensicbuilding.com REPRESENTATION THAT THE CONTRACTOR HAS VISITED SCUPPERS AND SIMILAR LOCATIONS. N THE SITE,BECOME GENERALLY FAMILIAR WITH THE LOCAL DIA DIAMETER CONDITIONS UNDER WHICH THE WORK IS TO BE METAL FLASHING: DIM DIMENSION SAM-SELF APPLIED MEMBRANE FLEXIBLE PROJECT NORTH ARROW PERFORMED AND CORRELATED PERSONAL 1. INSTALL METAL HEAD FLASHINGS WITH END DAMS OVER DWG DRAWING FLASHING COPYRIGHT 2012 OBSERVATIONS WITH REQUIREMENTS OF THE CONTRACT WINDOWS AND DOORS.CONTRACTOR TO FIELD VERIFY DS DOWNSPOUT FORENSIC BUILDING DOCUMENTS. THAT METAL HEAD FLASHING DOES NOT INTERFERE WITH WRB-WEATHER RESISTIVE BARRIER CONSULTANTS OPERATION OF WINDOWS AND DOORS. E. EAST ALL RIGHTS RESERVED 5. ALL WORK TO BE PERFORMED UNDER THIS SCOPE OF EA EACH L DELTA REVISION INDICATOR REPAIRS(WORK)SHALL BE CONDUCTED IN FULL 2. FORM FLASHINGS WITH SLOPE TO DRAIN ELEV ELEVATION QUICK FLASH PANELS COMPLIANCE WITH ALL APPLICABLE LOCAL,STATE,AND ELEC ELECTRICAL OR CCB#155496 FEDERAL LAWS AND REGULATIONS. IT IS THE EXTERIOR OPENINGS AND PENETRATIONS: EIFS EXTERIOR INSULATION&FINISH SYSTEM WA FORENW C94308 CONTRACTORS DUTY TO BE FAMILIAR WITH ALL SUCH 1. NO CONCERTED EFFORT HAS BEEN MADE BY BUILDING EQ EQUAL OTHER COMPONENTS-DRAINAGE MAT,MESH, WALL ASSEMBLY TYPE DESIGNATION REDUCE.REUSE.RECYCLE BUG SCREEN,FASTENERS,SCREWS,NAILS APPLICABLE LOCAL,STATE,AND FEDERAL LAWS AND ENVELOPE CONSULTANT TO QUANTIFY THE EXTERIOR EQUIP EQUIPMENT REGULATIONS, FURTHERMORE,THE CONTRACTOR SHALL FIXTURES,SUCH AS LIGHT FIXTURES,CONVENIENCE EXIST EXISTING ENSURE THAT ALL ACTIVITIES PERFORMED BY THE RECEPTACLES,EXHAUST VENTS,PIPE PENETRATIONS, EXT EXTERIOR ROOF COMPONENTS -UNDERLAYMENT, O KEYNOTE REFERENCE CONTRACTOR'S PERSONAL EMPLOYEES, HOSE BIBS,ELECTRICAL OR METERS,ETC. CONTRACTOR WATERPROOFING CLIENT- SUBCONTRACTORS,AND SUPPLIERS COMPLY WITH THESE SHALL PERFORM OWN QUANTITY SURVEY. FC FIBER CEMENT TIGARD-TUALATIN LAWS AND REGULATIONS DURING THE CONSTRUCTION FD FLOOR DRAIN METAL FLASHING PROCESS. 2. SEAL PENETRATIONS FOR AIR BARRIER CONTINUITY. FIN FINISH SCHOOL DISTRICT FRTW FIRE-RETARDANT TREATED WOOD WOOD COMPONENTS-FURRING STRIPS,BLOCKING, 6. CONTRACT DRAWINGS ARE COMPLIMENTARY,AND WHAT 3. FORM EXTERIOR PERIMETER SEALANT JOINTS 1/2"WIDE FURR FURRING OR FURRED GYPSUM BOARD,SHEATHING,TRIM IS REQUIRED BY ANY ONE SHALL BE BINDING AS IF WITH CLOSED CELL BACKER ROD U.O.N. MAINTAIN JOINT REQUIRED BY ALL.BEFORE STARTING EACH PORTION OF WIDTH:DEPTH RATIO OF 2:1. GA GAUGE THE WORK,CAREFULLY STUDY AND COMPARE THE GALV GALVANIZED SEALANT VARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTS GWB GYPSUM WALL BOARD ISSUE RELATIVE TO THAT PORTION OF THE WORK,AS WELL AS DRAWING TERMS: GYP GYPSUM INFORMATION FURNISHED BY OWNER.TAKE FIELD 1. DEMOLISH: COMPLETELY REMOVE AND LEGALLY DISPOSE MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED OF OFF-SITE. HORIZ HORIZONTAL 03-25-2013 TO THAT PORTION OF THE WORK AND OBSERVE HATCH PATTERN LEGEND: CONDITIONS AT THE SITE AFFECTING IT.THESE 2. NEW(ITEM): A TERM USED ON DRAWINGS TO INDICATE INT INTERIOR BID SET OBLIGATIONS ARE FOR THE PURPOSE OF FACILITATING THAT AN ITEM IS PROVIDED AS NEW WORK. INSUL INSULATION CONSTRUCTION BY THE CONTRACTOR AND NOT FOR THE BATT INSULATION PURPOSE OF DISCOVERING ERRORS,OMISSIONS,OR 3. PROTECT(ITEM): A TERM USED ON DRAWINGS TO MAX MAXIMUM INCONSISTENCIES IN THE CONTRACT DOCUMENTS; INDICATE AN ITEM REQUIRES PROTECTION FROM THE MEMB MEMBRANE //j jj/j/ REVISIONS HOWEVER,REPORT ERRORS,OMISSIONS,OR WORK. MIN MINIMUM l,�j//jj; WOOD PANEL WALL SHEATHING INCONSISTENCIES DISCOVERED BY THE CONTRACTOR MISC MISCELLANEOUS �/ PROMPTLY TO THE CONSULTANT AS A REQUEST FOR 4. REMOVE(ITEM): A TERM USED ON DRAWINGS TO • INTERPRETATION IN THE FORM PROVIDED IN THE PROJECT '.1:---':-,.',..e..,*°�' "'ry REV. !DATE INDICATE A SPECIFIC ITEM TO BE DETACHED FROM N. NORTH GYPSUM SHEATHING MANUAL. EXISTING CONSTRUCTION AND LEGALLY DISPOSED OF NIA NOT IN CONTRACT ' i OFF-SITE,UNLESS INDICATED OTHERWISE TO BE NTS NOT TO SCALE _ 7. REPORT DISCREPANCIES IN CONTRACT DOCUMENTS TO REMOVED,SALVAGED,AND REINSTALLED. SCHEDULED CLADDING BUILDING ENVELOPE CONSULTANT FOR CLARIFICATION OC ON CENTER PRIOR TO COMMENCING WORK. 5. REMOVE AND REINSTALL(ITEM): A TERM USED ON DRAWINGS TO INDICATE A SPECIFIC ITEM TO BE PLY PLYWOOD [},. .1 CONTINUOUS SOLID LUMBER 8. IMMEDIATELY NOTIFY BUILDING ENVELOPE CONSULTANT DETACHED FROM EXISTING CONSTRUCTION,PREPARED PT PRESSURE TREATED UPON DISCOVERY OF ADDITIONAL UNFORESEEN DAMAGE FOR REUSE,AND REINSTALLED BACK IN ITS EXISTING POLY POLYETHYLENE 1... .:1 INTERMITTENT SOLID LUMBER TO EXISTING CONSTRUCTION SCHEDULED TO REMAIN AND LOCATION. THAT IS OUTSIDE THE CONTRACT. REQUEST A REVIEW.DO R RADIUS CONTINUOUS SEALANT BEAD NOT COMMENCE RELATED WORK TO NEARBY WORK 6. RELOCATE(ITEM): A TERM USED IN DRAWINGS TO REF REFERENCE WITHOUT CONSULTANT APPROVAL. INDICATE AN EXISTING ITEM THAT HAS BEEN REMOVED, REINF REINFORCED AND TO BE REINSTALLED IN A NEW LOCATION REQ'D REQUIRED C SEALANT APPLICATION OVER CLOSED 9. TRADE CONTRACTORS ARE RESPONSIBLE FOR THE RD ROOF DRAIN CELL BACKER ROD PROJECT NAME LAYOUT OF THEIR OWN WORK,AND TO SEE THAT ITS 7. SALVAGE(ITEM): CAREFULLY DETACH FROM EXISTING WORK COMES TOGETHER WITH THAT OF OTHERS. CONSTRUCTION,IN A MANNER TO PREVENT DAMAGE S. SOUTH REPORT DISCREPANCIES ON DRAWINGS TO BUILDING READY FOR REUSE. INCLUDE FASTENERS OR BRACKETS SAM SELF ADHESIVE MEMBRANE ALBERTA RIDER ENVELOPE CONSULTANT FOR DECISIONS. NEEDED FOR REATTACHMENT IN ORIGINAL LOCATION OR SEAL SEALANT ELSEWHERE. SECT SECTION ELEMENTARY 10. TRADE CONTRACTORS MUST ASSURE THEMSELVES THAT SIM SIMILAR THEY HAVE THE LATEST DRAWINGS ISSUED FOR 8. EXISTING TO REMAIN(ITEM): A TERM USED ON DRAWINGS SPEC SPECIFICATION CONSTRUCTION IN THE CONTRACTOR'S OFFICE. TO INDICATE EXISTING ITEMS OF CONSTRUCTION THAT SOA SLAB-ON-GRADE ARE NOT BE REMOVED AND THAT ARE NOT OTHERWISE SST STAINLESS STEEL PROJECT NUMBER INDICATED TO BE REMOVED,SALVAGED,OR REMOVED STRUC STRUCTURAL 11. INSTALL INSECT SCREENS AT TOP AND BOTTOM OF AND REINSTALLED.EXISTING TO REMAIN IS INDICATED BY FURRING AT CROSS-CAVITY FLASHINGS IN RAINSCREEN GRAPHIC LINETYPE SYMBOL. T&G TONGUE AND GROOVE CLADDING UNLESS NOTED OTHERWISE. TBC TO BE CONFIRMED 12-283 TEMP TEMPERATURE TOW TOP OF WALL TYP TYPICAL SHEET NAME UON UNLESS OTHERWISE NOTED GENERAL NOTES, VERT VERTICAL ABBREVIATIONS & VIF VERIFY IN FIELD SYMBOLS SHEET NUMBER G.2 ' T 1 REFER TO SHEET 205 / _— N I 4RENSIC BUILDING CONSULTANTS ■•■■■■■ ■____• W •__—_---_r____—__ I. 1200 NW NAITO PARKWAY ------------ - = I I I PORTLAND,OR 97209 Li L=1 MI -m-----� TEL:503.772.1114 ------■- -:, , FAX 503.772.4039 I ._� www.forensicbuilding.com ==�;_____=-■: into @forensicbuilding.com �__��������;_ SEE NOTE 2 M-a am �— I ■" COPYRIGHT 2012 ter_-__rr__ -:■■ ,�� ""-""""" ' FORENSIC BUILDING ______-___ _ ....-_-.. -----_-• __--•. --- •-_--_-�-�-_ CONSULTANTS II III--�.r _-- - - ® uuuuuuuuux,,,,,,unu"" xuw ____r - • ,. ■-�_____-- - ------------------•- -�- u..Ii:iu. i xx xwx••x, __—_—° , o� _ --r—_'___•. ��yj�jr ALL RIGHTS RESERVED uj mi....iinakimosogsruusmme•— --___r—• COVERED PLAY AREA �_ ■ _r — — —__ I—_ - - -------- III====.• -- ■■ -r_-----_.! ■_r___—�' __ _.--∎-- __—_______=1=1. 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SHEET NUMBER F202 ' T . l - FL• •RENSINC REFER TO SHEEP 206 ---_- ��- ,■� 1200 NW NAITO PARKWAY --__- SUITE 100 -----' 1 1-.. .' I f _ __ ---- _ PORTLAND,OR 97209 ' TEL:503.772-1114 S'. ku - FAX:503.772.4039 1= M• I = www.forensicbuilding.corn info@ forensicbuilding.corn •• COPYRIGHT 201 -----' I _ NA 1 11 _ Mil 2 ----. FORENSIC BUILDING -----• f CONSULTANTS -�-�� t I ■ ■ ®. ■- ■� I I ' ALL RIGHTS RESERVED---�_: ___ 11!Illi nnnni',. � \ a .... m--- -m _. ._ �_, �- --,.. _ - tzi Ll. - OR CCB#155496•-----, ■-- ■-.� - K z �— WA FORENW C94308 --- ' j-.: -._.-_.._ -..__ - -_ -.- _._ .__._ -.... -- - -__... ___--...._ -__ - _.__ _ .._.. __-.. _. ._...- ._..--.i Ir7 _... -__ .__.-.._ .�� REDUCE.REUSERECYCLE=mom mmillm. i- - _---- I -- L. EST -. ! I 1 Iii.].----- L _ --.-' d i �'t "`. —• * ciitr --� L�i l�l I'I, �� CLIENT, maw mmommt----- °�'. I. 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I MITI 1 I I I I l 1 I I 1 I I I ❑ I I I I I L I .ICI== I I I I I I I I I I I I I I I I ' t 1 1 1 1 I I II I I I I 1 I I I I I E■=NIIN I I I I I I I I I I I I I I 1 I =11111111111111N111•1111•01=1•01=MPS II I I I I I I I I I I I I I .11=== I I I I I I _ I I 1 _ I I _ I _ I I l l ����I ,I \I ■■• ■ I I 1 1 1 1 I I I I I 1 1 1 1 1 REVISIONS 3.43 , 3.44 T 3.45 3.41 3.42 / 3 g� to SOUTH ELEVATI �C FBC FBC FBC FBC FBC REV. DATE �� NTS �9 I 3.11 I FBC.i 5.14 I 3.12 FBC C -_ FBC ! 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DATE _ .. \ \ I * \ \ 2" I 'I ' 'I r 4 `�I I 1 <V N C') (") Nff N = O O O O ° co ° o a PROJECT NAME ALBERTA RIDER a ELEMENTARY N i7 N PROJECT NUMBER N Z, 12-283 WINDOW TYPE: E5 E6 WINDOW TYPE: G WINDOW TYPE: P WINDOW TYPE: PO SHEET NAME NOTE: 1. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE,AND DIMENSIONS, TYPICAL. F207 ALUMINUM WINDOW TYPES SHEET NUMBER 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS N.T.S ARCADIA T200 F207 FOR ALL OMITTED OR DAMAGED COMPONENTS. NEW AND REPLACEMENT COMPONENTS TO MATCH EXISTING AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS,ACCEPTED INDUSTRY STANDARDS,AND THE PROJECT MANUAL. F •RENSIC BUILDING CONSULTANTS 1200 NW NAITO PARKWAY SUITE 100 PORTLAND,OR 97209 TEL:503.772.1114 FAX:503.772.4039 www.forensicbuilding.com info@forensicbuilding.com COPYRIGHT 2012 FORENSIC BUILDING CONSULTANTS ALL RIGHTS RESERVED OR CCB#155496 WA FORENW C94308 RE DU CE.REUSE.RECYCLE CLIENT TIGARD-TUALATIN SCHOOL DISTRICT ISSUE 03-25-2013 BID SET REVISIONS 10'-0" 6-8" REV. DATE / 2" 2„ Irr_2: / 2.. / 2" 2„ / 2" /�3,1. 3 2" 3 1. /' -, -3._1" 3,_1. .—. r \ .. \ N 6'-8" 10'-0" N 2" Co 2" t31 2,MIMMN 65" „ /. -i -I — j 7 \ IPROJECT NAME N t ry (V co 1 [V N v o o ALBERTA RIDER a ELEMENTARY (D N 0 Zo N F''” I• \" \ r—r PROJECT NUMBER N N 12-283 \ T 111111111 \ Illj 1. I. T \ N SHEET NAME N FRAME TYPE: 3 FRAME TYPE: 4 FRAME TYPE: 5 FRAME TYPE: 14 NOTE: 1. CONTRACTOR TO VERIFY ALL SPECIFIC FRAME TYPES, GLAZING TYPE, AND DIMENSIONS, TYPICAL. F208 STOREFRONT FRAME TYPES SHEET NUMBER 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS N.T.S ARCADIA AG451T F208 FOR ALL OMITTED OR DAMAGED COMPONENTS. NEW AND REPLACEMENT COMPONENTS TO MATCH EXISTING AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS,ACCEPTED INDUSTRY STANDARDS, AND THE PROJECT MANUAL. NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE, AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. 1s (v..)` _6v ' (DOD`t, H B50 w /\./ // / CEMENTITIOUS PANEL / -4- FURRING WRB LAP OVER AND SEAL TO // METAL HEAD FLASHING. MAINTAIN AIR BARRIER. SELF ADHERED MEMBRANE FLASHING- EXTEND ONTO SHEATHING AT OPENING PERIMETER 9" MIN. 1"X 1-1/2" CONTINUOUS METAL / ANGLE AT PERIMETER, LAP SELF J / ` ADHERED MEMBRANE FLASHING 1 „ OVER LEG, TYP. ' \‘• 2 METAL HEAD FLASHING WITH END DAMS AND HEMMED DRIP EDGE - SLOPE 2% MIN. 2"X 2" METAL FLASHING SEALANT AND BACKER ROD SEALANT 3. 11 STOREFRONT / WINDOW HEAD N.T.S AT CEMENTITIOUS PANEL FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.0100078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE, AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. FURRING - PROVIDE CORROSION / RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. CEMENTITIOUS PANEL CLADDING / SELF ADHERED MEMBRANE FLASHING - EXTEND ONTO / SHEATHING AT OPENING PERIMETER 9" MIN. WRB- LAP OVER AND SEAL TO METAL HEAD FLASHING. MAINTAIN AIR BARRIER. 1"X 1-1/2" CONTINUOUS METAL ANGLE AT PERIMETER, LAP SELF ADHERED MEMBRANE FLASHING dipMEMENEM/Fiiiiiiiiiiip, / // OVER LEG, TYP. 401/411 METAL J-MOLD g-� 1 " 4.__Bw1 4" 2 :10111 ct METAL FLASHING WITH HEMMED EDGES. SEALANT AND BACKER ROD SEALANT 3. 12 STOREFRONT / WINDOW JAMB N.T.S AT CEMENTITIOUS PANEL FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 _ TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE, AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. 2"X 2" CONTINUOUS SEALANT AND BACKER ROD STEEL BACK ANGLE —PROVIDE WEEPS IN SEALANT JOINT 2" LONG LOCATED 6" FROM EACH END AND AT 18" 00 METAL SILL PAN WITH SIDE AND REAR END DAMS CONSTRUCTED WATERTIGHT. SHIM TO PROVIDE r • 0 tr---- 2% MIN. SLOPE TOWARDS I '°' EXTERIOR. INSTALL SILL PAN ON TWO ROWS OF CONTINUOUS - i SEALANT, TYPICAL I ', •' ..• / » // 2 ∎ i, / o METAL J-MOLD / AN CEMENTITIOUS PANEL CLADDING ...7s., , FURRING - PROVIDE CORROSION . RESISTANT INSECT SCREEN AT/ .�:,•' // ALL VERTICAL TERMINATIONS. -.01-- a SELF ADHERED MEMBRANE / FLASHING - EXTEND ONTO SHEATHING AT OPENING d PERIMETER 9" MIN. LAP OVER •' /' HORIZONTAL LEG OF THE STEEL ', ' / BACK ANGLE. // T WRB "I/ /..•.... '" as 3. 13 STOREFRONT / WINDOW SILL N.T.S AT CEMENTITIOUS PANEL FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 , TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 • `NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE, AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. --7-........... V , -, . ..., • / SELF ADHERED MEMBRANE FLASHING EXTEND ONTO .'. / SHEATHING AT OPENING PERIMETER 9" MIN. / -- - METAL PANEL CLADDING // \ FURRING - PROVIDE CORROSION RESISTANT INSECT SCREEN AT �/ ALL VERTICAL TERMINATIONS. / WRB- LAP OVER AND SEAL TO METAL HEAD FLASHING. / MAINTAIN AIR BARRIER.• / 1 4" f .. 1"X 1-1/2"CONTINUOUS METAL / ANGLE AT PERIMETER, LAP SELF • �` ADHERED MEMBRANE FLASHING / OVER LEG, TYP. Tom• ,--,J L--, ° , I�1 7"I PROVIDE 16"WEEP HOLES- 3" FROM EACH END AND AT 18"O.C. ---._ � l METAL HEAD FLASHING WITH 3/8" 41 I IC HEMMED DRIP EDGE. 2"X 2" METAL FLASHING -____Will n SEALANT AND BACKER ROD SEALANT 3.21 STOREFRONT / WINDOW HEAD N.T.S AT METAL PANEL FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULT ANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 ' NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE, AND DIMENSIONS,TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. FURRING - PROVIDE CORROSION '.:‘'.e. RESISTANT INSECT SCREEN AT / ALL VERTICAL TERMINATIONS. ADJUST FURRING AS REQUIRED // AT METAL PANELS TO ENSURE THAT METAL PANELS ALIGN WITH / CEMENTITIOUS CLADDING / -.... METAL PANEL CLADDING SELF ADHERED MEMBRANE FLASHING EXTEND ONTO /l SHEATHING AT OPENING . ;• . PERIMETER 9" MIN. / -r WRB- LAP OVER AND SEAL TO / METAL HEAD FLASHING. MAINTAIN AIR BARRIER. 1"X 1-1/2" CONTINUOUS METAL ANGLE AT PERIMETER, LAP SELF :': ( / �� ADHERED MEMBRANE FLASHING ..i....'1 ::". 2 OVER LEG, TYP. / CONTINUOUS SEALANT AT METAL •• ''' r A, 1 I \ PANEL SEAM, TYPICAL ; � -�r-1 1 „ 1 ,, k 2 2 , Em SEALANT AND BACKER ROD SEALANT 3.22 STOREFRONT / WINDOW JAMB N.T.S AT METAL PANEL FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 _ TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 • • SEALANT AND BACKER ROD 2"X 2" CONTINUOUS PROVIDE WEEPS IN SEALANT STEEL BACK ANGLE JOINT 2" LONG LOCATED 6" FROM EACH END AND AT 18" OC PROVIDE DOWNTURNED END DAMS WHERE REQ. TO MATCH EXISTING 0 - 2" Ai 1 SELF ADHERED MEMBRANE FLASHING LAP OVER EXISTING PROVIDE DISCONTINUOUS CLEAT WRB 6" MINIMUM FOR SILL PAN ATTACHMENT AT BRICK MASONRY,ANCHOR AT TOP OF MASONRY- PRE-DRILL AND EPDXY SET, TYPICAL. V NOTE: - METAL SILL PAN WITH SIDE AND 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED REAR UPTURNED END DAMS WALL ASSEMBLIES CONSTRUCTED WATERTIGHT. 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS INSTALL SILL PAN ON TWO ROWS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, OF CONTINUOUS SEALANT, GLAZING TYPE,AND DIMENSIONS, TYPICAL. TYPICAL. AT MASONRY 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM CONSTRUCTION, LOCATE END ALL UV EXPOSURE DAMS AT THE NEXT VERTICAL 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND JOINT BEYOND THE OPENING, PROVIDE NEW OR REPLACEMENT COMPONENTS FOR WHERE MORTAR JOINTS DO NOT ALL OMITTED OR DAMAGED COMPONENTS. ALIGN W/FLASHING PROVIDE 6. SILL PANS TO BE CONSTRUCTED WITHOUT SEAMS IN KERF-CUT COUNTER FLASHING, THE HORIZONTAL PLANE OR AT DAMS, TYPICAL. TYPICAL. SHIM TO PROVIDE 2% MIN. SLOPE TOWARDS EXTERIOR. 3.23 STOREFRONT / WINDOW SILL N.T.S AT BRICK MASONRY AT GRADE FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL 503.772 1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 2"X 2" CONTINUOUS SEALANT AND BACKER ROD STEEL BACK ANGLE. INSTALL SILL PAN ON TWO ROWS OF CONTINUOUS SEALANT, METAL SILL PAN WITH SIDE AND REAR END DAMS CONSTRUCTED ti WATERTIGHT. AT MASONRY CONSTRUCTION, LOCATE END DAMS AT THE NEXT VERTICAL era WM JOINT BEYOND THE OPENING. PROVIDE CONTINUOUS CLEAT FOR SILL PAN ATTACHMENT. °o' 1 SHIM TO PROVIDE 2% MIN. SLOPE TOWARDS EXTERIOR. P111. M I . 2 / 11111111111111111111111111111) r'://: \ I -PROVIDE WEEPS IN SEALANT JOINT 2" LONG LOCATED 6" FROM / EACH END ANDAT18"OC / + METAL PANEL CLADDING FURRING - PROVIDE CORROSION RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. SELF ADHERED MEMBRANE / FLASHING - EXTEND ONTO OIMMI11111110— —4 I/ SHEATHING AT OPENING PERIMETER 9" MIN. LAP OVER HORIZONTAL LEG OF THE STEEL BACK ANGLE. AND OVER METAL 4„ BASE FLASHING _ / STAINLESS STEEL BASE FLASHING - EXTEND BELOW / CONCRETE 1/2" MIN. ,000. 1/2" SEALANT AND BACKER ROD NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL SET 1" FLASHING LEG IN KERF RATED WALL ASSEMBLIES CUT IN CMU. FILL JOINT WITH 2. CONTRACTOR TO VERIFY CLEARANCE i A SEALANT AND FINISH WITH REQUIREMENTS TOOLED STATIC FILLET JOINT 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE, AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. 3.24 STOREFRONT / WINDOW SILL N.T.S AT METAL PANEL AT GRADE FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULT ANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 , TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE,AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. 2"X 2" CONTINUOUS SEALANT AND BACKER ROD STEEL BACK ANGLE. METAL SILL PAN WITH SIDE AND REAR END DAMS CONSTRUCTED WATERTIGHT. AT MASONRY CONSTRUCTION, LOCATE END DAMS AT THE NEXT VERTICAL JOINT BEYOND THE OPENING. PROVIDE CONTINUOUS CLEAT IFOR SILL PAN ATTACHMENT. SHIM TO PROVIDE 2% MIN. SLOPE TOWARDS EXTERIOR. • ■ 2 " ,4111 L PROVIDE WEEPS IN SEALANT JOINT 2" LONG LOCATED 6" FROM EACH END AND AT 18"OC / METAL PANEL CLADDING FURRING - PROVIDE CORROSION RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. / SELF ADHERED MEMBRANE / FLASHING - EXTEND ONTO SHEATHING AT OPENING PERIMETER 9" MIN. LAP OVER HORIZONTAL LEG OF THE STEEL BACK ANGLE. WRB 3.25 STOREFRONT / WINDOW SILL N.T.S AT METAL PANEL FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 • NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE, AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. REMOVE AND REPLACE EXISTING BRICK MASONRY AS NECESSARY TO COMPLETE WINDOW INSTALLATION WRB SELF ADHERED MEMBRANE FLASHING- EXTEND ONTO SHEATHING AT OPENING PERIMETER 9" MIN. 6" METAL FLASHING - SECURE TO BRICK MASONRY W/ CONTINUOUS METAL CLEAT, PRE-DRILL AND EPDXY SET ANCHOR. SET CLIP AND FLASHING IN CONTINUOUS SEALANT, TYPICAL. 3 SEALANT AND BACKER ROD / /\ ' .1.1114(A 0 1"X 1-1/2"CONTINUOUS METAL ANGLE AT PERIMETER, LAP SELF ADHERED MEMBRANE FLASHING OVER LEG, TYP. 3.31 STOREFRONT JAMB N.T.S AT BRICK MASONRY F4RENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE, AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. 6. SILL PANS TO BE CONSTRUCTED WITHOUT SEAMS IN THE HORIZONTAL PLANE OR AT DAMS, TYPICAL. SEALANT AND BACKER ROD INSTALL SILL PAN ON TWO ROWS OF CONTINUOUS SEALANT, METAL SILL PAN WITH SIDE AND REAR END DAMS CONSTRUCTED WATERTIGHT. LOCATE END DAMS 2"X 2" PAINTED STEEL AT THE NEXT VERTICAL MORTAR BACK ANGLE. JOINT. WHERE MORTAR JOINTS DO NOT ALIGN W/ FLASHING PROVIDE KERF-CUT COUNTER FLASHING, TYPICAL. SHIM TO PROVIDE 2% MIN. SLOPE TOWARDS EXTERIOR. ) look .� I, lJ PROVIDE DOWNTURNED END DAMS WHERE REQ. TO MATCH J EXISTING L 2 " // SELF ADHERED MEMBRANE FLASHING -EXTEND ONTO\ / [ --- SHEATHING AT OPENING PERIMETER 9" MIN. LAP OVER HORIZONTAL LEG OF THE STEEL / BACK ANGLE.LE. / PROVIDE DISCONTINUOUS CLEAT - FOR SILL PAN ATTACHMENT AT BRICK MASONRY, ANCHOR AT TOP OF MASONRY- PRE-DRILL % AND EPDXY SET, TYPICAL. WRB 3.32 STOREFRONT SILL N.T.S AT BRICK MASONRY FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE, AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. 6. SILL PANS TO BE CONSTRUCTED WITHOUT SEAMS IN THE HORIZONTAL PLANE OR AT DAMS, TYPICAL. 7. WALK-OFF MAT INSTALLATION NOT PART OF THIS SCOPE-COORDINATE WITH THE OWNER REGARDING INSTALLATION OF NEW WALK-OFF MATS OR OTHER BEFORE STARTING WORK AT ANY AND ALL STOREFRONT ENTRIES. 11./ DISCONTINUOUS PLASTIC SHIM. STAINLESS STEEL SILL PAN WITH SIDE AND REAR END DAMS CONSTRUCTED WATERTIGHT. AT MASONRY CONSTRUCTION, LOCATE END DAMS AT THE NEXT VERTICAL JOINT BEYOND THE OPENING. SHIM TO PROVIDE 2% 4" MIN. SLOPE TOWARDS EXTERIOR. INSTALL SILL PAN ON TWO ROWS OF CONTINUOUS SEALANT, It '���pggpqqqpqqq� I I y y 2 " ° ; ; y r011111111 L Q DIAGRAM OF 3D SILL 7 PAN PROFILE-NTS I � <1 I ° • LJ A 2" EXPANSION JOINT FILLER EXTEND DOWNTURN ED LEG OF SILL PAN BEYOND CONCRETE 2" PRE-DRILL AND INJECT WITH SEALANT PRIOR TO ANCHORING 3.41 STOREFRONT THRESHOLD N.T.S AT WALK-OFF MAT FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULT ANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE,AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. 6. SILL PANS TO BE CONSTRUCTED WITHOUT SEAMS IN THE HORIZONTAL PLANE OR AT DAMS, TYPICAL. 7. WALK-OFF MAT INSTALLATION NOT PART OF THIS SCOPE -COORDINATE WITH THE OWNER REGARDING INSTALLATION OF NEW WALK-OFF MATS OR OTHER BEFORE STARTING WORK AT ANY AND ALL STOREFRONT ENTRIES. DISCONTINUOUS PLASTIC SHIM. STAINLESS STEEL SILL PAN WITH r l E1-1 SIDE AND REAR END DAMS CONSTRUCTED WATERTIGHT. AT MASONRY CONSTRUCTION, LOCATE END DAMS AT THE NEXT VERTICAL JOINT BEYOND THE OPENING. SHIM TO PROVIDE 2% J 4" MIN. SLOPE TOWARDS EXTERIOR. INSTALL SILL PAN ON TWO ROWS OF CONTINUOUS SEALANT, s \ ��� » D 2 a ; ; yI 000." a � o DIAGRAM OF 3D SILL PAN PROFILE-NTS LJ 2" EXPANSION JOINT FILLER EXTEND DOWNTURN ED LEG OF SILL PAN BEYOND CONCRETE 2" PRE-DRILL AND INJECT WITH SEALANT PRIOR TO ANCHORING 3.42 STOREFRONT THRESHOLD N.T.S AT CONCRETE FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 _ TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 2. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE. 3. CONTRACTOR TO VERIFY AS-BUILT CONDITIONS. 4. WRB, SELF-ADHERED MEMBRANE FLASHING, METAL SILL PAN AT WINDOW AND METAL JAMB FLASHING (2), AND STOREFRONT/WINDOW SYSTEMS NOT SHOWN FOR CLARITY. SEE DETAILS 3.23/3.31 /3.42/3.43/ 3.44 FOR ADDITIONAL INFORMATION. METAL BACK ANGLE. SEE ALSO DETAIL 3.31 _ _ _ -� �. METAL BACK ANGLE. SEE ALSO -4, DETAIL 3.23 METAL BACK ANGLE - LAP OVER - --- - --- AND SEAL TO UPTURNED END 11111111001111111111 ' DAM OF SILL PAN. SEE ALSO DETAIL 3.31 METAL SILL PAN FLASHING - BED FLASHING IN TWO ROWS CONTINUOUS SEALANT-SET END DAMS IN MODERATE CONTACT WITH, AND SEAL TO, ADJACENT JAMB CONSTRUCTION. SEE ALSO DETAIL 3.42 3.43 STEPPED STOREFRONT N.T.S FLASHING ASSEMBLY - 1 of 3 FeRENSIC , ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO 3 04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 2. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE. 3. CONTRACTOR TO VERIFY AS-BUILT CONDITIONS. 4. WRB, METAL SILL PAN AT WINDOW AND METAL JAMB FLASHING (2), AND STOREFRONT/WINDOW SYSTEMS NOT SHOWN FOR CLARITY. SEE DETAILS 3.23/3.31 /3.42/3.43/3.44 FOR ADDITIONAL INFORMATION. CONTINUOUS BACK ANGLE SELF ADHERED MEMBRANE FLASHING -LAP OVER UPTURNED SELF ADHERED MEMBRANE FLASHING AT SILL. PROVIDE INTEGRATED CORNER PATCHES TO ELIIMINATE PINHOLES. SEE ALSO DETAIL 3.31 SELF ADHERED MEMBRANE FLASHING AT SILL-TURN UP/DOWN AT JAMBS-SHINGLE UNDER UPPER JAMB AND OVER LOWER JAMB. SEE ALSO DETAIL 3.23 SELF ADHERED MEMBRANE \ FLASHING -LAP OVER UPTURNED \ _ END DAMS AT SILL PAN. SEE ALSO DETAIL 3.31 METAL SILL PAN FLASHING - BED FLASHING IN TWO ROWS CONTINUOUS SEALANT-SET END DAMS IN MODERATE CONTACT WITH, AND SEAL TO, ADJACENT JAMB CONSTRUCTION. SEE ALSO DETAIL 3.42 3.44 STEPPED STOREFRONT N.T.S FLASHING ASSEMBLY - 2 of 3 FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.3 04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 • NOTE: 1. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 2. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE. 3. CONTRACTOR TO VERIFY AS-BUILT CONDITIONS. 4. WRB, SELF-ADHERED MEMBRANE FLASHING,AND STOREFRONT/WINDOW SYSTEMS NOT SHOWN FOR CLARITY. SEE DETAILS 3.23/3.31 /3.42/3.43/3.44 FOR ADDITIONAL INFORMATION. CONTINUOUS BACK ANGLE METAL TRANSITION FLASHING LAP OVER AND SEAL TO ADJACENT UPTURNED FLASHING DAMS. SEE ALSO DETAIL 3.31 CRITICAL SEALANT LINE METAL SILL PAN FLASHING- BED FLASHING IN TWO ROWS CONTINUOUS SEALANT-SET END DAMS IN MODERATE CONTACT WITH, AND SEAL TO, ADJACENT JAMB CONSTRUCTION. SEE ALSO DETAIL 3.23 METAL TRANSITION FLASHING LAP OVER AND SEAL TO ADJACENT UPTURNED FLASHING DAMS. SEE ALSO DETAIL 3.31 METAL SILL PAN FLASHING - BED FLASHING IN TWO ROWS CONTINUOUS SEALANT-SET END DAMS IN MODERATE CONTACT WITH,AND SEAL TO, ADJACENT JAMB CONSTRUCTION. SEE ALSO DETAIL 3.42 T 3.45 STEPPED STOREFRONT N.T.S FLASHING ASSEMBLY - 3 of 3 FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO 3 04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806 010 0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE, AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. 11 l 1�f SEALANT AND BACKER ROD 1 L 4 a 1 » C: :.: 2 METAL PANEL CLADDING 601101 \\ FURRING - PROVIDE CORROSION plp RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. \\ V I ADJUST FURRING AS REQUIRED AT METAL PANELS TO ENSURE THAT METAL PANELS ALIGN WITH \` CEMENTITIOUS CLADDING SELF ADHERED MEMBRANE FLASHING EXISTING INTERIOR METAL WALL \ FINISH . 2 " .,„ n y 0 t 4" 4— , ____Al In. ; . .1.. SEALANT AND BACKER ROD 3.51 STOREFRONT / WINDOW JAMB N.T.S AT METAL PANEL FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 CORRECT INCORRECT 41, SNUG UNDER DRIVEN >/I : i FLUSH OVERDRIVEN dir VA trIr CAULK OVERDRIVEN STAPLE NAIL AND ADD NAIL TYPICAL SIDING NAILING DETAILS 1/2" TYP. SCHEDULED SEALANT SCHEDULED SEALANT f 2:1 RATIO WIDTH TO DEPTH EXTERIOR TYPICAL oao r ono _ INTERIOR Nx,/>ci":4 CLOSED CELL NON-GASSING SOFT BACKER ROD 25% LARGER THAN JOINT TYPICAL STATIC FILLET JOINT TYPICAL DYNAMIC SEALANT JOINT 4.01 TYPICAL DETAILS N.T.S SEALANT AND SIDING FASTENER FERENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 0325.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. MATCH EXISTING CEMENTITIOUS PANEL LAYOUT. 3. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 4. COORDINATE FURRING INSTALLATION WITH CEMENTITIOUS PANEL LAYOUT AND MANUFACTURER'S FASTENING REQUIREMENTS. PROVIDE GALVANIZED HORIZONTAL STEEL STRAP BRIDGING WHERE REQUIRED (INSTALLED OUTBOARD OF FURRING)TO CONFORM TO CLADDING FASTENING REQUIREMENTS WHERE WALL FRAMING IS NOT PRESENT, TYPICAL. TYPICAL LOCATIONS TO INCLUDE HORIZONTAL AND VERTICAL PANEL JOINTS. • CEMENTITIOUS PANEL CLADDING J \ • \\ METAL FLASHING WITH HEMMED EDGE AND UPTURNED SIDE END » DAMS AT HORIZONTAL 3 TERMINATIONS OR : \ �� INTERUPPTIONS INSTALL - 2 OUTBOARD OF FURRING. SLOPE 2% MIN .. .- -11111111111101. \ Li N\N \ 2 r \\ \\ ..,.......... mrsio WRB CEMENTITIOUS PANEL CLADDING ,I FURRING - PROVIDE CORROSION RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. 4. 11 HORIZONTAL PANEL JOINT N.T.S AT CEMENTITIOUS PANEL FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR EiUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 i iL NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. MATCH EXISTING CEMENTITIOUS PANEL LAYOUT. 3. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 4. COORDINATE FURRING INSTALLATION WITH CEMENTITIOUS PANEL LAYOUT AND MANUFACTURER'S FASTENING REQUIREMENTS. PROVIDE GALVANIZED HORIZONTAL STEEL STRAP BRIDGING WHERE REQUIRED (INSTALLED OUTBOARD OF FURRING)TO CONFORM TO CLADDING FASTENING REQUIREMENTS WHERE WALL FRAMING IS NOT PRESENT, TYPICAL. TYPICAL LOCATIONS TO INCLUDE HORIZONTAL AND VERTICAL PANEL JOINTS. \ \ WRB \\ 77 6 3/8 " -FURRING - PROVIDE CORROSION \ \1 RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. -METAL FLASHING WITH ANTI-SIPHON HEMMED EDGE - INSTALL OUTBOARD OF FURRING. -+ CEMENTITIOUS PANEL CLADDING 4. 12 VERTICAL PANEL JOINT N.T.S AT CEMENTITIOUS PANEL FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. LAP AND SEAL WRB OVER HEAD AND JAMBS OF QUICK FLASH PANEL- FIT TIGHT TO PENETRATION. 3. QUICKFLASH PANEL AND BLOCK SIZE ARE DEPENDENT ON PENETRATING UTILITY OR ITEM MOUNTED - CONTRACTOR TO VERIFY ALL ITEMS-ALL PENETRATING UTILITIES OR SURFACE MOUNTED ITEMS AT CEMENTITIOUS PANELS TO BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. /V .. i CEMENTITIOUS PANEL CLADDING ^\ + WRB \ oa a METAL FLASHING WITH HEMMED 01111111111111111111111 \K ` EDGE AND UPTURNED SIDE END DAMS AT HORIZONTAL TERMINATIONS OR a INTERUPPTIONS- INSTALL \ 1 " OUTBOARD OF FURRING. SLOPE ° 0101) . . 2 2% MIN e 1 , • ir: 2 SELF ADHERED MEMBRANE FLASHING AT HEAD AND JAMBS _Or Alli \\ OF QUICKFLASH PANEL \\ SEALANT MINIMALLY EXPANDING SPRAY FOAM INSULATION X (J PENETRATION /MOUNTING `. BLOCK- INSTALL OUTBOARD OF FURRING. \\ QUICKFLASH PANEL \� CONTINUOUS SEALANT AT PERIMETER,,,,, _._. WRB STARTER BEHIND PANEL 1 11'4_ FURRING - PROVIDE CORROSION RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. 4. 13 TYPICAL UTILITY PENETRATION N.T.S AT CEMENTITIOUS PANEL FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO 3 04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. MATCH EXISTING CEMENTITIOUS PANEL LAYOUT. 3, SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE SELF ADHERED MEMBRANE FLASHING- LAP OVER WRB 4" MIN. EACH DIRECTION METAL J-MOLD (2 x) GAP PANEL EDGES NOT LESS THAN 1/8"AND NOT GREATER THAN 1/4". ALIGN __ -,, PANEL EDGES AT CORNER FULL HEIGHT, TYPICAL. I I j / 4"X 4" METAL FLASHING WITH / /_..iiiiiiid / fAl rI /74 V Y. ejJMA r A I fro / y G ° ANTI-SIPHON HEMMED EDGE - INSTALL OUTBOARD OF FURRING. G ' COORDINATE CORNER FLASHING INSTALLATION WITH HORIZONTAL I i / PANEL JOINT FLASHING PA d/ INSTALLATION, TYPICAL. l 47.re- //JwAw..r/r - WRB -�- CEMENTITIOUS PANEL CLADDING - I FURRING - PROVIDE CORROSION RESISTANT INSECT SCREEN AT / ALL VERTICAL TERMINATIONS. /\/ 4.21 CEMENTITIOUS PANEL N.T.S AT OUTSIDE CORNER FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID ID SET SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL 503772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE V _____jj , a 3 „ / IC-, 7, .<> / / /8" SET 1" FLASHING LEG IN KERF CUT IN CMU. FILL JOINT WITH // 3 >> SEALANT AND FINISH WITH TOOLED STATIC FILLET JOINT J/ FURRING - PROVIDE CORROSION RESISTANT INSECT SCREEN AT / \ ALL VERTICAL TERMINATIONS. / METAL J - MOLD / TWO- PIECE METAL FLASHING / / WITH ANTI-SIPHON HEMMED / EDGE- INSTALL OUTBOARD OF / FURRING. / o SELF ADHERED MEMBRANE // FLASHING- LAP OVER WRB 4" MIN. / t— WRB //\,/ Q CEMENTITIOUS PANEL CLADDING a 4.31 CEMENTITIOUS PANEL N.T.S AT BLOCK WALL FERENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR DATE BUILDING CONSULTANTS PROJECT #: 12-283 BID SET ISSUANCE 03 25 2013 REV# 1200 NW NAITO PARKWAY,STE 100 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 _ TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE Ll 3 " a A 4 SET 1" FLASHING LEG IN KERF CUT IN CMU. FILL JOINT WITH SEALANT AND FINISH WITH 3/8 " TOOLED STATIC FILLET JOINT FURRING - PROVIDE CORROSION >> RESISTANT INSECT SCREEN AT 3 ALL VERTICAL TERMINATIONS. METAL J-MOLD TWO- PIECE METAL FLASHING / \ WITH ANTI-SIPHON HEMMED G EDGE- INSTALL OUTBOARD OF // a FURRING. / NIN / SELF ADHERED MEMBRANE ° FLASHING-LAP OVER WRB 4" MIN. / WRB CEMENTITIOUS PANEL CLADDING /\/ 4.32 CEMENTITIOUS PANEL N.T.S AT ANGLED BLOCK WALL FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWWFORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 Li • NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 4. CONTRACTOR TO VERIFY EXISTING CANOPY CONSTRUCTION. // / // •'' / / / 4" // Ummoo.... A _4 olatf 000. / EXISTING CANOPY CONSTRUCTION >°e 1 " SEALANT AND BACKER ROD 2 FP. ; . METAL J-MOLD I / METAL FLASHING WITH ANTI-SIPHON .► / HEMMED EDGE- INSTALL BEHIND / EXISTING CANOPY CONSTRUCTION 3" A OUTBOARD OF FURRING BEYOND EXISTING CANOPY CONSTRUCTION. _ ;' / allilliiiiiiiiiiiiiiw- LAP OVER AND INTO FLASHING AT SOFFIT BELOW •/ / FURRING-PROVIDE CORROSION / RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. / SELF ADHERED MEMBRANE FLASHING-LAP OVER / WRB 4" MIN. WRB -111.- / Allusiiiiiiiiiiiiiiiiiiiiiiiiii,....._ CEMENTITIOUS PANEL CLADDING ► . 4.33 CEMENTITIOUS PANEL N.T.S AT CANOPY JAMB RETURN FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 PROJECT #: 12-283 ADDENDUM NO.3 04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 4. CONTRACTOR TO VERIFY EXISTING CANOPY CONSTRUCTION AND FLASHING PROVISIONS. V WRB a / CEMENTITIOUS PANEL CLADDING / FURRING - PROVIDE CORROSION — ► / / RESISTANT INSECT SCREEN AT / / ALL VERTICAL TERMINATIONS. a • SELF ADHERED MEMBRANE FLASHING - LAP OVER METAL / TRANSITION FLASHING. SEALANT d ,/ .. .4. wimish -:. :.%. ■ - METAL FLASHING WITH SIDE END 1...-j / 1 „ DAMS CONSTRUCTED 2 WATERTIGHT. PROVIDE i _ // KERF-CUT COUNTER FLASHING ` I AT UPTURNED DAMS, TYPICAL. . TURN DOWN END DAM AT CANOPY RAKE- EXTEND / DOWNTURNED LEG TO FULLY COVER EXISTING COUNTER / FLASHING AND OUT TO COVER • CANOPY JAMB FLASHING PER V I F DETAIL 4.33. SELF ADHERED MEMBRANE / FLASHING OVER EXISITNG / COUNTERFLASHING. LAP WRB DOWN OVER AND SEAL TO SELF i / ' • ADHERED MEMBRANE FLASHING. . . . i.....i. EXISTING CANOPY HEADWALL / . . ... FLASHING AND COUNTERFLASHING. / V 4.34 CEMENTITIOUS PANEL N.T.S AT CANOPY HEAD RETURN FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS ISSUANCE DATE REV# PROJECT #: 12-283 ADDENDUM NO.3 04.18.2013 1200 NW NAITO PARKWAY,STE 100 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 4. CONTRACTOR TO VERIFY EXISTING CANOPY CONSTRUCTION. j /, / 4„ EXISTING CANOPY ENV / CONSTRUCTION 1 SEALANT AND BACKER ROD 2 • . 9 " 1 "" 2 '/ METAL FLASHING WITH 1/2" UPTURNED SIDE END DAMS. • /, 709e FURRING-PROVIDE CORROSION -/ RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. / SELF ADHERED MEMBRANE FLASHING-LAP OVER • ■ WRB 4"MIN. // WRB CEMENTITIOUS PANEL CLADDING 4.35 CEMENTITIOUS PANEL N.T.S AT CANOPY SOFFIT RETURN FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.3 04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010 0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE /� WRB 1 , j.....r.,---- CEMENTITIOUS PANEL CLADDING FURRING PROVIDE CORROSION RESISTANT INSECT SCREEN AT _ _______) / ALL VERTICAL TERMINATIONS. SELF ADHERED MEMBRANE / FLASHING -LAP OVER METAL TRANSITION FLASHING. // SEALANT / _ METAL FLASHING WITH SIDE END NI\ DAMS CONSTRUCTED / WATERTIGHT. PROVIDE KERF-CUT COUNTER FLASHING � � AT UPTURNED DAMS, TYPICAL. / 4 TURN DOWN END DAMS AT FENESTRATION. SHIM TO // PROVIDE 2% MIN. SLOPE / - TOWARDS EXTERIOR. / a // a IMM ...... .. ...... . .. .......... . // ::::::::::.: ...ioiiiill / L .................. .......... / PROVIDE DISCONTINUOUS CLEAT j FOR SILL PAN ATTACHMENT AT BRICK MASONRY, ANCHOR AT lik // TOP OF MASONRY PRE DRILL AND EPDXY SET, TYPICAL. 4.41 TRANSITION FLASHING N.T.S AT BRICK MASONRY FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25 2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 r-r NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES 2. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 3. CONTRACTOR TO VERIFY ALL SPECIFIC WINDOW TYPES, GLAZING TYPE,AND DIMENSIONS, TYPICAL. 4. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 5. CONTRACTOR TO EXAMINE EXISTING ASSEMBLIES AND PROVIDE NEW OR REPLACEMENT COMPONENTS FOR ALL OMITTED OR DAMAGED COMPONENTS. METAL FLASHING - INSTALL OUTBOARD OF FURRING, SECURE TO BRICK MASONRY W/ CONTINUOUS METAL CLEAT, PRE-DRILL AND EPDXY SET ANCHOR. SET CLIP AND FLASHING IN CONTINUOUS 7 7 SEALANT, TYPICAL. ALIGN AND INTEGRATE METAL FLASHING WITH JAMB FLASHING PROFILE \ / ABOVE AND BELOW, TYPICAL. CONTINUOUS SEALANT AT METAL PANEL SEAM, TYPICAL METAL PANEL CLADDING \ \\ \ \\ \ \ \\ \/ WRB At "PROVIDE CORROSION INSECT SCREEN AT AL TERMINATIONS. RRING AS REQUIRED PANELS TO ENSURE L PANELS ALIGN WITH OUS CLADDING 4.42 METAL PANEL JAMB N.T.S AT BRICK MASONRY FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 BID SET 03.25.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS 2. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE. 3. CONTRACTOR TO VERIFY AS-BUILT CONDITIONS. 4. WRB, SELF-ADHERED MEMBRANE FLASHING, FURRING, &CLADDING NOT SHOWN FOR CLARITY. SEE DETAILS 4.31 AND 4.41 FOR ADDITIONAL INFORMATION. KERF-CUT AT PANEL JAMB COUNTERFLASHING - FILL WITH SEALANT. SEE ALSO DETAIL 4.31 - METAL TRANSITION FLASHING - BED FLASHING IN TWO ROWS CONTINUOUS SEALANT- LAP OVER AND SEAL TO ADJACENT UPTURNED FLASHING DAMS. SEE ALSO DETAIL 4.31 _ METAL TRANSITION FLASHING- BED FLASHING IN TWO ROWS CONTINUOUS SEALANT-SET END DAMS IN MODERATE CONTACT WITH,AND SEAL TO, ADJACENT JAMB CONSTRUCTION. SEE ALSO DETAIL 4.41 CRITICAL SEALANT LINE 4.43 FLASHING ASSEMBLY N.T.S AT BRICK / PANEL INTERFACE FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.3 04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES AND VENTILATION PROVISIONS. 2. CONTRACTOR TO VERIFY VENTILATION CLEARANCE REQUIREMENTS 3. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 4. CONTRACTOR TO VERIFY EXISTING PARAPET CONSTRUCTION AND COPING PROFILE. WORK INCLUDES INTEGRATION/TIE-IN TO PARAPET/COPING AT PERPENDICULAR PARAPET RETURNS. 5. COPING/FLASHING FASTENERS SHALL NOT BE INSTALLED IN THE HORIZONTAL PLANE, TYPICAL. CONTINUOUS METAL CLEAT. DISCONTINUOUS PLASTIC OR DECAY RESISTANT SHIM. REMOVE AND REPLACE PARAPET COPING. PROVIDE 2% MIN. SLOPE SELF ADHERED MEMBRANE FLASHING- LAP OVER PARAPET CONSTRUCTION PROVIDE GASKETED FASTENER IIIL Animmilim,, ,.......■■■•-- . Vir uaummmmo iv . / / \ 5 "I. _71 —— 1 ', I / 2 / METAL J-MOLD / / 1 � FURRING- PROVIDE CORROSION / • r 2 2� RESISTANT INSECT SCREEN AT / ALL VERTICAL TERMINATIONS. / / Qa / WRB /- f1 / . d 5. 11 PARAPET COPING N.T.S AT CEMENTITIOUS PANEL FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.3 04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES AND VENTILATION PROVISIONS. 2. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 3. CONTRACTOR TO VERIFY EXISTING ROOF RAKE CONSTRUCTION AND FLASHING PROFILE. WORK INCLUDES INTEGRATION/TIE-IN TO ASPHALT SHINGLE ROOFING AND UNDERLYING ICE &WATER SHIELD. REPAIR AND REPLACE ROOFING AT RAKE EDGE AS REQUIRED TO INSTALL NEW METAL RAKE FLASHING. EXISTING ROOF COVERING SELF ADHERED MEMBRANE FLASHING. 2 METAL FLASHING WITH HEMMED EDGE, MATCH VERTICAL HEIGHT EXISTING OF FLASHING. \ DISCONTINUOUS PLASTIC OR DECAY RESISTANT SHIM. CONTINUOUS METAL CLEAT. ►���������i VIP 1 '' / 2 2 " / r METAL J-MOLD NV a \ / 1 » 2 / FURRING - PROVIDE CORROSION RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. F WRB • / e 5. 12 ROOF RAKE N.T.S AT CEMENTITIOUS PANEL FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.3 _04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806 010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 • NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES AND VENTILATION PROVISIONS. 2. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 3. CONTRACTOR TO VERIFY EXISTING ROOF ASSEMBLY. WORK INCLUDES INTEGRATION/TIE-IN TO BOTTOM OF ROOF DECK. REPLACE PREFORMED NEOPRENE DECK CLOSURE AS REQUIRED TO INSTALL NEW METAL FLASHING. EXISTING ROOF ASSEMBLY lillitiv: 141110041p- 111111111144.11,1iiiiiiva, 4W00■0411.1.- ■-■Al k#00, 0 00•00... 0 0 0004 000 0 0 0,-.- V#400000#0.3ww ■■000 000 00* 000 '■*00004000004 -40.. 0■0■•■.T*., 0'■4*0A 00•04■w*.‘"•4**•*■4*■0■m■1 4, PREFORMED NEOPRENE DECK M - / �� CLOSURE. PROVIDE CONTINUOUS AIR SEAL AT MEMBRANE TERMINATIONS / 6 " 2 I / METAL J-MOLD FURRING - PROVIDE CORROSION ( • RESISTANT INSECT SCREEN AT / . ALL VERTICAL TERMINATIONS. —Ns 6"STRAIGHT METAL FLASHING a WITH HEMMED EDGES 9" SELF ADHERED MEMBRANE FLASHING / d WRB 5. 13 ROOF EAVE N.T.S AT CEMENTITIOUS PANEL FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.3 04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL 503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 L +-'-si r NOTE: 1. CONTRACTOR TO VERIFY AND MAINTAIN ALL RATED WALL ASSEMBLIES AND VENTILATION PROVISIONS. 2. SHEET METAL FLASHING IS TO FULLY COVER SAM FROM ALL UV EXPOSURE 3. CONTRACTOR TO VERIFY EXISTING ROOF ASSEMBLY. REPLACE VENTILATION ACCESSORIES AS REQUIRED TO INSTALL NEW METAL FLASHING. EXISTING ROOF ASSEMBLY VII NEW METAL RIDGE FLASHING 0 CONTINUOUS METAL CLEAT ii i�lii�iv � • vii . ii . iiilii .i ii i 11 SELF ADHERED DHERED MEMBRANE FLAS H I N G i h re. ■4 1 I I I 1;4 I i H i id do r \ V I F )1 I I I iti 111 1 1\, -4t/h4 rii/V/A •1ø \ 2 4 1 >> 2 METAL J-MOLD dild11 ti .,.. FURRING- PROVIDE CORROSION RESISTANT INSECT SCREEN AT ALL VERTICAL TERMINATIONS. 1 a METAL FLASHING WITH HEMMED EDGES SELF ADHERED MEMBRANE FLASHING - EXTEND DOWN FACE OF WALL 9" MIN. WRB 5. 14 ROOF RIDGE N.T.S • AT CEMENTITIOUS PANEL FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.3 04.18.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL-503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 REMOVE AND REPLACE GATE POST INCLUDING ALL HARDWARE-MATCH EXISTING co j Y (/) 3" V.LF. " 1 5'-0 \ _ L // AIIGN+12 -O ® E +120'-0• •119'-6' " \ In �r - N 3'-0" 3" � - +1'79'6" \ J_ / LI +119'-0" .118'0' g d W +117'6" .117'-0' - \ .116'6' 2'-6" a i -,- +116'-0" D L11 / +116-6" v .115'-0' 114'6" Q .114'-0" A , +113'6' . 0 .112'-6 J Q +117'-C'' n NOTE: +111'6 1. ALL ELEVATIONS ARE RELATIVE AND FOR 3" ,, 3" \ \ REFERENCE PURPOSES ONLY.CONTRACTOR TO 1_ '7.1 VERIFY EXISTING ELEVATIONS. Jr 6" 2. STAIR TREADS AND RISERS TO BE EQUAL. 3. PROVIDE (4)TRACTION GROOVES IN CONCRETE STEP AT EACH TREAD NOSE- 1/4"x 1/4" V-PROFILE, SPACED 1/2" FROM NOSE AND APART. WORK TO EXTEND TO 4. PROVIDE 1/2" FELT EXPANSION JOINTS WHERE +111-0' EXISTING SIDEWALK- WORKS ABUTS THE BUILDING AND EXISTING STEP WORK DOWN TO HARDSCAPE TO REMAIN. 11C`6' ALIGN WITH SIDEWALK GRADE IN EQUAL SECTIONS. SK1 CONCRETE STAIR PLAN N.T.S ADDENDUM NO. 1 FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.1 04.12.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 L NOTE: 1. SPACE PICKETS EQUALLY- DO / NOT EXCEED SPACING OF 4" O.C. / ///, 3" 3'-112 / / / • // � • • SK2 HANDRAIL / GUARDRAIL ELEV. N.T.S STAIR ALTERNATE FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO 1 -04.122013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 NOT SPACE PICKETS EQUALLY- DO NOT 1. EXCEED SPACING OF 4" O.C. Vii/ Slope no min. 2. STAIR TREADS AND RISERS TO BE EQUAL. 3. PROVIDE (4)TRACTION GROOVES IN 1,-s CONCRETE STEP AT EACH TREAD NOSE OW- 114"x 1/4"V-PROFILE, SPACED 1/2" FROM NOSE AND APART. I d A M \ \ \ 1 7 - ll � 1'-3" SK3 CONCRETE STAIR SECTION N.T.S STAIR ALTERNATE FeRENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.1 04.12.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL 503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 7 j_i.-v - HANDRAIL-SEE SK5 RECEIVED MAY 1 2013 ICITY OFTIGARD • 7 (2)#4 CONT.BARS AT TOP OF WALL. BUILDING DIVISION 3/4"x5" LAP -- ii' CONT. 6"CONCRETE - I 1 NOTES: CHEEK WALL 1.AT CHEEK WALL, PROVIDE 8"THICK • T- CONCRETE WALL w/#4 @10"EW. FIN.GRADE \ _- 2. FOR DIMENSIONS NOT NOTED, S.A.D. OR SLAB SEE PLAN #4@12" !4 DOWEL II SECTION A-A BOT. REINF. Qr 80228PE r HANDRAIL SEE SK5 ri .�, OREGON e°1. iO -4fEt FN.�-C-1 TYP. SLAB ON GRADE: Nato J. �✓C<,r / REINFORCE w/#4 @16"OC EA. WAY rXPIRATl�DATE:(; �, LAP �, Q, #4 @16"oc- J I 9 • . #3@12" .` L 0,- 1 #3 NOSING ,,'� :: , .PLAN 47601 . TYP. REINF.AT I2 I CHEEK WALL 000 (BEYOND)- SEE .:■.....000101 1 SECT.A-A 12" j, (2)#4 f__-- SK4 CONCRETE STAIR-ON-GRADE N.T.S STAIR ALTERNATE FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.1 04.12.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011 Ili . - 2"DIA.CONTINUOUS SCH.40 STEEL PIPE TOP RAIL 1Y' OM 1Y' PL 1/2x6x0'-6 A36 STEEL w/(4) I 41 1/8" r TYP 3/8"DIA.ANCHOR BOLTS AS '- IIIII SHOWN.\N <TYP tc la P H 1/8" i 2"DIA SCH.40 STEEL POSTS SPACED @48"OC MAXIMUM .-• I. 1/2"SQ.A36 STEEL BAR PICKETS SPACED @4"OC MAXIMUM,TYP. SECTION A-A 2"DIA.CONTINUOUS SCH.40 STEEL PIPE BOTTOM RAIL / . ' 1/8" V <TYP li +.7 „,,1,„ 9 .. .... t�228PE \k TYPICAL ANCHOR BOLT:3/8"DIA.GR.36 STEEL ' • w/MINIMUM 4"CONCRETE EMBEDMENT. ;rl -4 OREGON e° ti .qty J. V.-C.' fXPIRATIOoh DATE:ll a t3 SK5 HANDRAIL / GUARDRAIL AT STAIR N.T.S STAIR ALTERNATE FORENSIC ALBERTA RIDER ELEMENTARY PRINT ALL DETAILS IN COLOR BUILDING CONSULTANTS PROJECT #: 12-283 ISSUANCE DATE REV# 1200 NW NAITO PARKWAY,STE 100 ADDENDUM NO.1 04.12.2013 PORTLAND,OR 97209 WWW.FORENSICBUILDING.COM -OR CCB#155496-WA FORENW C94308 . TEL:503.772.1114 COMPLIANT WITH OAR 806.010.0078-ALL RIGHTS RESERVED-COPYRIGHT 2011