Plans (5) OFFICE COP`e OFFICE COPY
PROJECT INFORMATION CASCADIA PRODUCTS DESIGN CRITERIA SHOP DRAWING REVIEW GUIDELINES REVIEW/APPROVAL STAMPS
INAME TIGARD SENIOR HOUSING ,NIVERSAL SERIES FIBERGLASS EXTERIOR ALL WINDOWS AND DOORS ARE DESIGNED IN THESE SHOP DRAWINGS MUST BE REVIEWED - OHITECT/CONSULTANT'S STAMP:
';LAZED FIXED WINDOWS ACCORDANCE WITH: AND STAMPED BY THE CONTRACTOR AND
OWNER: - STRAP ANCHOR ATTACHMENT CONSULTANTS PRIOR TO CASCADIA ORDERING SUBMITTAL REVIEW ,
• CIVIC ADDRESS:8815 SW OMARA ST, TIGARD OR 97223 - BLACK FLASHING ATTACHMENT ANGLE 2018 INTERNATIONAL BUILDING CODE WITH STATE ANY MATERIALS FROM SUPPLIERS. I NO EXCEPTIONS NOTED .. DISAPPROVED
UNLESS NOTED ON WINDOW SCHEDULE OF OREGON AMENDMENTS AND NAPS AAMA NO EXCEPTIONS NOTED IN CORRECTED COPY t.
CLIENT - ALUMINUM SILL. ANGLE CW-SA-2R 101/CSA A440 THE ACT OF STAMPING AND SIGNING THESE _
( ) SHOP DRAWINGS, WITHOUT OUTRIGHT REJECTION, ❑REVISE AND RESUBMIT if NOT REVIEWED
14AE: WA-SH CONSTRUCTION - ALUMINUM SILL ANGLE COVER CAP WINDSPEE0:96 MPH HAS IMPLIED GENERAL COMPLIANCE. • The delegated design work referenced m this submittal is the •
'INTACT. BRANDI PINE (CW-SACC-R) EXPOSURE: B responsibility of the design-build contractor. The design-build
DDRESS: 2905 SW FIRST AVE, - FRAMES PREPARED TO RECEIVE DOOR RISK CATEGORY:II ONCE REVIEWED, APPROVED AND STAMPED AS contractor Is fully responsible for the detailed design and
SASH & FRAME INSERTS (BY OTHERS) ip= 1.00 "FINAL", THESL SHOP DRAWINGS SHALL GOVERN construction and its coordination with the Work in accordance with A D A
PORTLAND OR 97201 WE'RE NT.-FF, DP":-15.5 PSI(CORNERS) AND TAKE PRECEDENCE OVER ANY OTHER the Contract Documents and all applicable rules.regulations and WINDOWS
IL: (503)-209-4501 FAX.: -12.6 PSF (NON-CORNERS) CONFLICTING INFORMATION (SUCH AS other requirements. Review by Architect is solely for aesthetic
'ALL WIND 7-16.MINIMUMU ROUNDED UP SO I6 PSI AS ARCHITECTURAL DRAWINGS OR OTHER TRADE'S • intent and general compliance with the design intent in the CASCADIA
PER ASCE 7-16, COMPONENTS AND Contract Documents. Such review does not.in any way,relieve
GLAZING ENGINEER PRODUCTS BY OTHERS CLADDING DRAWINGS) FOR CASCADIA'S SCOPE OF WORK. the delegated design contractor from strict compliance with all
HORIZONTAL INTERSTORY DRIFT: PRIME CONSULTANT'S RESPONSIBILITIES: ' Contract Requirements and the Authority Having Jurisdiction. WINDOWS LTD.
L-,yIE; LAYTON CONSULTING LTD. HOTE: PRODUCTS NOTED BELOW ARE MATE-'-_ ELASTIC: Kristi Boylan #101-535D 275TH STREET
.ONTACT: ERIC SKYTTE IHAT COME INTO CONTACT WITH CASCADIA'SREVIEW ELEVATION CONFIGURATIONS INCLUDING
I. 0.2% STOREY HEIGHT OR ASSOCIATED DETAILS. REVIEWED BY LANGLEY,BC CANADA V4W OCT
DDRESS: 233 - 18525 53RD AVE., TRILJDOW/DOOR SYSTEM AND SUPPLIED t 3/4", WHICHEVER IS LARGER 4/10/2023 SERA 604-857-4600
- PRODUCTS.
SURREY, BC V3S 7A4 _ VERIFY HANDINGS OF WINDOW CASEMENT VENTS DATE
____
'lIONI 604-530-6611 FAX.: — INTERMITTENT PVC SHIMS INELASTIC: -__ DRAWING LIST
- #10 x 1 1/2" STAINLESS STEEL WOOD t 2% STOREY HEIGHT AND DOORS. RECEIVED
SCREW DESIGNATE THE ACTIVE LEAF ON ANY ALL PAIRS 1.1-1.4 SPECS & NOTES
STAMPING ENGINEER - #10 x 3/4" STAINLESS STEEL DIFFERENTIAL FLOOR TO FLOOR VERTICAL / 2.1-2.2 FLOOR PLANS
SELF-DRILLER SCREW DEFLECTION: ± 3/8" MAX OF DOORS. APR 1 1 2Drs3 3.1-3.2 BUILDING ELEVATIONS
-IAML: PIN BUILDING SCIENCE INC. - #8 x 1/2" STAINLESS STEEL DEFINE ANY/ALL OBSCURE GLAZING 5.1-5.2 INSTALLATION DETAILS
Lr. 4.1 WINDOW SCHEDULE
ONTACT: DOVE YOUNG, P.E. SELF-DRILLER SCREW GLASS DESIGN IN ACCORDANCE WITH Ar• SA.I—C.1 SITE INSTALL GUIDES
REQUIREMENTS.
ADDRESS: #314 - 5331 S MACADAM AVE. - 5/16" DIA. TAPCON+ CONCRETE ANCHORS 2014 OSSC, 2018 IBC & ASCE 7-10 CITY OFTI„r_ARD TOTAL = t3 PAGES
PORTLAND, OR 97239 - LENGTH VARIES TO ACHIEVE 1 1/2" CODE COMPLIANCE REQUIREMENTS MUST RI III r11NF t`>'vi`k.,,AI
PHONE. 503 -243-6222 FAX.: EMBEDMENT DESIGN CRITERIA TO BE CALCULATED AND BE INDICATED BY SPECIFIC LOCATION AND CONTRACTOR'S
( ) — METAL FLASHING COMPLETED BY GLAZING ENGINEER. SIAMP:
INCLUDE BUT NOT LIMITED TO THE
- WRB MEMBRANES FOLLOWING:
GLAZING ENGINEER'S STAMP: - SEALANTS: R EVISI1�,J N
- SEALANT AT COUPLED FRAME -SAFETY GLASS DUE TO ANY CODE ��\}�••
David C.YoungPE MEMBERS: DOWSIL 1199. REQUIREMENTS OTHER
I - AT PERIMETER SEAL: THAN WIND, SEISMIC AND THERMAL
Principal, Sr. Building Science Specialist NEUTRAL. CURE SILICONE SEALANT STRESS LOAD. y� w
COMPATIBLE WITH SURROUNDING -ACOUSTICAL PERFORMANCE REQUIREMENTS - .r.� P IY Q�f"
RDH Building Science Inc. VALIDITY OF PERMIT MEMBRANE. -VENT-VENT LOCATIONS REQUIRINGEGRESS SSS 1 1\— 00 ED
5331 S Macadam Ave.,#314,THE ISSUANCE OFfAGPEEF MIT
GLAZING SCHEDULE -MULLIONS REQUIRING CLIMB DETERRENTS • V P 202 �z
Portland,OR 97239 -ACCESSIBILITY REQUIREMENTS
T 503 243 6222 x 7275 BASED ON CONSTRUCTICIfu6ULATED GLAZING UNITS AS MANUFACTURED BY -CLEAR OPENING REQUIREMENTS FOR
C 503 730 0650 DOCUMENTS AND OTH :�ARTUN GLASS. STRUCTURAL_ NOTES DOORS ( ,. , ' '-'SDATA SHALL NOT PREVErau SPACER BAR COMPOSITION: THE STRUCTURAL DESIGN C-- THE WINDOW AND ENSURE THAT ALL FIREPLACE EXHAUST MUST J} I� y� /i0NQC\
Raplmil BUILDING THE CODE OFFICIAL FROItT1�CHNOFORM SPACER + ARGON FILL DOOR SYSTEMS AS ILLUSTRATED ON THESE BE DESIGNED TO VENT AWAY FROM THE
SCIENCE REQUIRING THE CORREC IQNCER BAR COLOUR: BLACK ASSISHOPMPTION NOF RANS ERRINGGS ARE BASED NALL APPLICABLE W THEINDOW/DOOR SYSTEM. Cascadie Windows
Reviewed in accordance OF ERRORS, OSSC 105A9o% MIN ARGON FILL - 10% AIR FILL LOADS TO THE ENTIRE FRAME'S PERIMETER. 3 &Doors I
With Layton ConsultingLtd. ENSURE CODE COMPLIANCE WITH RELATIONSHIP
yt THUS, ALL MATERIALS COMPRISING THE TO PROXIMITY TO WINDOW/DOOR OPENINGS. 3 2022 0
General Notes (G1] 6T/6T TEMPERED: PERIMETER WALL ASSEMBLY MUST BE CAPABLE of 2
EXTERIOR - 6mm CLEAR TEMPERED OF TRANSFER AND/OR ACCEPTING THESE LOADS. GENERAL CONTRACTOR'S RESPONSIBILITIES: \ SK/
�� ED PROF Ss 6mm L #2 SURFACE A GOOD
QA e INTERIOR - CLEAR TEMPEILC THE DESIGN OF THESE MATERIALS IS NOT THE DISTRIBUTE, IN A TIMELY MANNER, ALL ISSUES
OF THESE SHOP DRAWINGS TO THE DESIGN
<3 NGINEF /p RESPONSIBILITY OF CASCADIA. AUTHORITY AND ANY OTHER NECESSARY
C, E '9 y PARTIES. SUBMITTAL
Q44 76367PE 9' CASCADIA WINDOW AND DOOR SYSTEMS HAVE BEEN DESIGNED FOR LATERAL, SEISMIC AND REVIEW AND ACCEPT DIMENSIONS AND PASSIVE HOUSE CONSULTANT'S STAMP: 5TH SUBMITTAL
1'�'{
AL
WIND DEFLECTIONS AND LOADS IN ACCORDANCE QUANTITIES.
WITH THE APPLICABLE BUILDING CODE(S).
a FRAME FINISH
v ^ STRUCTURAL DRAWINGS ARE TO BE READ IN CONFIRM THAT ROUGH OPENING SIZES ARE PROJECT TITLE:
y OREGON p THE SAME FOR TYPICAL FLOORS. TIGARD
O EXTERIOR - CASCADIA BLACK 200-25 CONJUNCTION WITH ARCHITECTURAL DRAWINGS
O ��ARY 9 2 INTERIOR - CASCADIA BLACK 200-25 AND SPECIFICATIONS. ENSURE OTHER TRADE WORK COMPLIES WITH SENIOR
9L/0 C VQJ� OUR REQUIREMENTS.
HOUSING
NNO EXCEPTIONS TAKEN I_] REVISE AND RESUBMIT CASCADIA MUST BE NOTIFIED 7-10
RENEWAL DATE: 06/30/24 j WORKING DAYS PRIOR TO ANY ON-SITE et OESc5 0" DATE
MAKE CORRECTIONS NOTED I I REVIEW NOT REQUIRED t 1ST SUBMITTAL JAN.i3/23
TESTING. 2 21N0 SUBMITTAL JAH.25/23
3 3RD SUBMnrAL FEe 23/23
This review is only for general conformance with the design concept and thr; FOR FIELD VERIFIED DIMENSIONS. a ATM SUBMITTAL MAR.b/23
A minimum of 1 site visits intonation submittal
the Construction Documents Corrections or command
made on the submittal during this review do not relieve the contractor from 5 5TH sewn-rah MAR.2D/23
will be required by glazing compliance with the requirements of the plans and specifications-Review` a CHECK AND VERIFY ALL ROUGH OPENING
specific item shall not include review of an assembly of which the item isa engineer at 80SIZES WITH THE ARCHITECTURAL DRAWINGS.
p component.The Contractor is responsible for:dimensions to be confirmed and
/epoint. GC C con-elated at The Contractor
information that pertains solely to the fabrication
to coordinate timing and processes on to the means.methods.Iedmniq005.sequences and procedures
of construction;coordination of the Work with that o1 all other trades and DRAWING
performing all Work in a safe and satisfactory manner. TITLE:
provide minimum 1 week
kprl KPFF Consulting Engineers SPECIFICATIONS &
notice. Dale 04/07/2023 GENERAL NOTES
By RPOIfIEr SCALE: N 1.5. DRAWING NO.;
__.. -.. ._. DATE:MARCH 20/2023� .
DRAWN BY: AP 1 1
PROJECT0,8468 J
DUrrLLIVILINIHIT IINI LJI'CIVIHIIL)N
DELIVERY INFORMATION MAINTENANCE RECOMMENDATIONS INSTALLATION DETAIL COMPLIANCE WINDOW OPENING PREPARATION PLACEMENT OF SHIMS
_II DELIVERY, REVIEW AND INSPECT THE WINDOWS WHILE CLEAN VISION GLASS FROM INTERIOR & THE MOST CURRENT SET OF APPROVED SHO- WINDOW INSTALLATION INCLUDES WORK BEFORE ENSURE SHIMS ARE PLACED I i_ _r
•._OADING FROM THE TRANSPORT VEHICLE. EXTERIOR ONCE A YEAR. SOAK THE GLASS DRAWINGS SHOULD BE REVIEWED WHEN AND AFTER THE INSTALLATION OF THE WINDOW BENEATH THE WINDOW FRAMES AT AL_ FONTS ' -
SURFACE WITH CLEAN WATER AND A LIQUID TRANSPORTING WINDOWS AND DOORS TO THE UNIT ITSELF. ENSURING PROPER SUB SILL WHERE THE GLASS LOADS ARE BEING
• ENSURE THAT THE WINDOWS/DOORS HAVE NOT BEEN SOAP SOLUTION TO LOOSEN DIRT AND DEBRIS. ROUGH OPENINGS TO ENSURE THAT THE DRAINAGE AND DETAILING IS CRITICAL TO THE DIRECTED. ADDITIONAL SHIMS SHOULD BE
DAMAGED DURING THE DELIVERY PROCESS. USE A MILD, NON—ABRASIVE COMMERCIAL CORRECT WINDOWS ARE INSTALLED IN THE OVERALL PERFORMANCE OF THE WINDOW PLACED TO PROVIDE A LEVEL SURFACE FOR
WINDOW CLEANING SOLUTION. USE A CORRECT OPENINGS. LABELS ARE PLACED ON ASSEMBLY. FRAME. SHIMS SHOULD BE PLACED AS
• CHECK FOR TRANSPORT DAMAGE. SQUEEGEE TO REMOVE ALL OF THE CLEANING EACH WINDOW OR DOOR FOR REFERENCE. FOLLOWS:
• IF CUSTOMER DOES NOT NOTIFY CASCADIA OF DAMAGE SOLUTION. ENSURE ALL THE CLEANING NOTE THAT THE SHOP DRAWINGS NEED TO BE ENSURE ALL WINDOW OPENING COMPONENT
AT TIME OP DELIVERY, THEN ALL PRODUCTS ARE SOLUTION IS DRIED FROM WINDOW GASKETS, APPROVED BY THE GLAZING ENGINEER (IF PRODUCTS ARE LISTED IN THE PROJECT • BELOW ALL SETTING BLOCKS SUPPORTING
CONSIDERED TO BE RECEIVED IN GOOD CONDITION. SEALANTS AND FRAMES. APPLICABLE), GENERAL CONTRACTOR, SPECIF'.CATIONS OR HAVE BEEN ACCEPTED AS LOWER LITES A A II)
•
ARCHITECT, AND BUILDING ENVELOPE AN APPROVED ALTERNATE BY THE • BELOW MULLIONS WINDCW`
• CASCADIA, AT ITS DISCRETION, WILL REPLACE, OR REPAIR CLEAN, RINSE, AND DRY ALL INTERIOR & CONSULTANT. IF THERE IS NO INDICATION OF CONSULTANT. THE FOLLOWING IS A LIST OF • BELOW COUPLERS
ITEMS NOTED AS DAMAGED. EXTERIOR FRAME SURFACES AND WEEPHOLES APPROVAL FROM ANY OF THESE PARTIES, POSSIBLE WINDOW OPENING COMPONENTS • INTERMITTENTLY BETWEEN LARGE SETTING CASCADIA
WITH CLEAN WATER AND A LIQUID SOAP CONTACT CASCADIA IMMEDIATELY. REQUIRED: BLOCKS SPANS (6" O.C. MAX SPACING)
• DEFECTS AND/OR DEFICIENCIES OF ANY TYPE, IN ANY SOLUTION TO LOOSEN DIRT AND DEBRIS ONCE S PER PROJECT SHOP DRAWINGS
PRODUCT SUPPLIED BY CASCADIA, MUST BE REPORTED • EALANT •FOR INTERIOR PERIMETERS OF WINDOWS LTD.
EVERY 2 YEARS. USE A MILD, NON—ABRASIVE ENSURE CONFORMANCE WITH THE APPROVED WINDOW OPENINGS
TO CASCADIA PRIOR TC IfdSTA'_LATION, SHOP DRAWINGS. IN It1015350275TH STREET
WINDOW CLEANING SOLUTION. DO NOT USE PARTICULAR, THE
SOLVENTS OR CLEANERS THAT CAN DAMAGE • SEALANT FOR INTERIOR FINISH JOINTS IANGLEY,BC CANADAV4WOC1
FOLLOWING ITEMS SHOULD BE VERIFIED. IF PROPER ALIGNMENT OF FRAME
HANDLING INFORMATION THE PAINT FINISH. THEY DO NOT CONFORM, CASCADIA SHOULD • SEALANT FOR PERIMETER AND LAP JOINT 604-857.4600
BE ADVISED IMMEDIATELY: VAPOUR BARRIER SEALS (INTERIOR VAPOUR ENSURE WINDOW IS INSTALLED PLUMB AND
INSPECT EXTERIOR SEALANT AT INTERFACE • HARDWARE TYPE AND COLOUR BARRIER SYSTEMS) LEVEL. WINDOW INSTALLED OUT OF LEVEL MAY
DETERMINE METHOD AND MEANS OF TRANSPORTING WINDOWS BETWEEN CLADDING AND WINDOW FRAME. • FRAME SERIES
AND/OR DOORS TO THE ROUGH OPENINGS OR STORAGE • SEALANT FOR PERIMETER OF EXTERIOR PROMOTE POCKET PONDING OF MOISTURE AT THE
/ MAINTAIN W REQUIRED. INSPECT SEALANT CAP • OPERABLE VENT STYLE AND OPERATION OPENINGS GLAZING CORNERS AND MAY IMPEDE
AREA. THE FOLLOWING PROVISIONS MUST BE MADE: BEAD BETWEEN WINDOW FRAME AND GLASS. • SIZES THE SMOOTH OPERATION OF OPERABLE VENTS
• USE TRANSPORT EQUIPMENT CAPABLE OF TRANSPORTING REPLACE AS REQUIRED. • FRAME COLOUR • JOINTS
SEALANT FOR SELF—ADHESIVE MEMBRANE THE FOLLOWING SHOULD BE REVIEWED TO ��ED PROFFs
WITHWINDOUT D OPWS TO PINGHOR OPENINGS
DRAGGINGRTHESTORAGE
DOWSLOCATIONS • GLASS AND INSPECT OPERABLE VENT HARDWARE: THICKNESS, PANELS
EMISSI ITY(MATERIAL
COATINGS, • SEALANT OR TAPE FOR AIR—BARRIER ENSURE PROPER FRAME ALIGNMENT: C., 0NG,INEF9 S/0�
• REPAIR ANY MISALIGNED VENTS. CONTINUITY BETWEEN SHEATHING PAPER. • UNIFORM MARGIN BETWEEN SASH AND
TEMPERED, ETC.) 76367PE
• USE AN ACCESSIBLE ROUTE TO ROUGH OPENINGS OR • ADJUST AND LUBRICATE OPERABLE VENT LAYERS (EXTERIOR AIR—BARRIER SYSTEMS) FRAME WHEN S'�_IGHTLY OPEN
STORAGEM UPRIGHT
WITHOUT HAVING S FLIP WINDOWS RHARDWAREOT WHENH REQUIREDIGHTOIL.WITH 3 IN 1 • ACCESSORIES, (INSTALLATION SEALANTS,
CLIPS, /
FROM THEIR UPRIGHT POSITION, UNLESS SETTINGANGLES, INSULATION, SEALANTS, SEALANT PRIMERS • UNIFORM REVEAL AT SASH TO FRAME
OR OTHER LIGHTWEIGHT WHEN OPERABLE VENT IS SHUT
FASTENERS, ETC.) • BACKER—ROD AND/OR BONDBREAKER
BLOCKS HAVE BEEN PROVIDED AT ONE OF THE JAMBS • TIGHTEN ANY LOOSE HANDLES AND • DIAGONAL MEASUREMENTS FROM ONE
AND IS SHOWN ON THE WINDOW. SCREWS. • SHEATHING PAPER CORNER OF THE FRAME TO THE OTHER v
• KEEP WINDOWS IN A VERTICAL POSITION WITH SILL OF ROUGH OPENING REVIEWOREGON p
FRAME FULLY SUPPORTED. INSPECT OPERABLE VENT GASKETS. REPAIR OR • TAPE • CORNER OF THE FRAME 424 9�6. 20
• MEMBRANE OPERATION OF VENT NOT RESTRICTED BY � ARY 9 a
REPLACE DAMAGED GASKETS AS REQUIRED. ROUGH OPENING SUBSTRATES AND/OR WALL FLASHING OR FINISHES /Q O�
• NEVER ROTATE THE WINDOWS ON UNSUPPORTED EDGES • MEMBRANE PRIMERS C. Y
OR CORNERS. THIS CAN RESULT IN OVERLOADING OF SLIDER DOORS ONLY: ASSEMBLIES SURROUNDING ROUGH OPENINGS ALIGNMENT OF FRAME CONSISTENT WITH
FIBERGLASS COMPONENTS AND ASSOCIATED DAMAGE. • INSPECT ROLLERS AND HARDWARE. VARY FROM PROJECT TO PROJECT. THE • METAL FLASHING & TRIM THOSE IN ADJACENT OPENINGS
• REPAIR ANY MISALIGNED OPERABLE UNITS. PREPARATION WORK IS OFTEN UNDERTAKEN BY • FASTENERS (RENEWAL DATE: 06/30/24 i
• DO NOT TWIST OR RACK THE WINDOWS/DOORS. ADJUST AND LUBRICATE OPERABLE TRADES OTHER THAN THE WINDOW INSTALLER.• • INSTALLATION ANGLES
HARDWARE AND ROLLERS WHEN REQUIREC REVIEW OF THE ROUGH OPENING PRIOR TO FASTENING OF FRAME
INSTALLING THE WINDOW TO DETERMINE
PROTECTION 4 STORAGE WITH 3 IN 1 OR OTHER LIGHTWEIGHT 011. SUITABILITY IS THEREFORE REQUIRED. ;JRE WINDOW IS FASTENED TO STRUCTURE
• TIGHTEN ANY LOOSE HANDLES AND INSTALLATION DETAILS REVIEW
-AOTECT THE STORED WINDOWS FROM: SCREWS- ENSURE ROUGH OPENING IS SUITABLE FORDANCE WITH THEP MOST CURRENT
APPROVED SET OF' SHOP DRAWINGS, OR
'.IAINTAIN ACCURATE RECORDS OF SPECIFIED WINDOW INSTALLATION DETAILS. IF ENSURE THAT WINDOW INSTALLATION MATERIALS ARCHITECT/BLILDING ENVELOPE CONSULTANT
DEFICIENCIES ARE OBSERVED WITH THE ROUGH ARE INSTALLED IN ACCORDANCE WITH ENGINEERED DETAILS (WHICHEVER IS
• ABRASION. SEPARATE WINDOW FRAMES FROM EACH ',IAINTENANCE ACTIVITIES; LIST ALL PRODUCTS OPENINGS, ADVISE THE GENERAL CONTRACTOR
APPLICABLE CONSTRUCTION DETAILS, SHOP
OTHER WITH NON—ABRASIVE PAD MATERIAL. 5F "t-CR CLEANING AND LUBRI4TNG. APPLICABLE FOR THE PROJECT). THE
E1R CONSTRUCTION MANAGER IMMEDIATELY. THE DRAWING DETAILS AND WINDOW INSTALLATION FOLLOWING FASTENING DETAILS SHOULD BE
• RAINWATER AND GROUND MOISTURE. CLEANER USE FOLLOWING ITEMS SHOULD BE REVIEWED GUIDELINE INSTRUCTIONS. IDENTIFY ANY CONFIRMED:
• WIND. TIE THE FRAMES TO STRONG SUPPORT_ PRIOR TO THE INSTALLATION OF THE WINDOW CONFLICTS BETWEEN THESE DOCUMENTS. THE *eN8C
IHE BELOW INFORMATION IS REGARDING •OPENING COMPONENTS: FOLLOWING IS A LIST OF KEY INTERFACE TYPE OF FASTENERS
• CONCRETE DUST AND OTHER POLLUTANTS. CONDITIONS THAT SHOULD BE REVIEWED:
','HE WI Y C"LEANERS, AND THE PROTECTION (_�F • LEVEL OF CORROSION RESISTANCE Cascadia Windows
• REQUIRED CI..FARANCE BETWEEN WINDOW
• EXCESSIVE HEAT. NE WINDOWS WHEN USING ANY CLEANERS OR • • COMPOSITION OF FASTENERS &Doors
SIZE AND ROUGH OPENING SIZE • MATERIAL COMPATIBILITY ;
• DAMAGE BY OTHER TRADES. :HEMICALS NEAR THE WINDOWS. • LENGTH OF FASTENERS
• LEVEL SILL AND PLUMB JAMB • SHINGLING OF LAYERS • SHANK DIAMETER OF FASTENERS �e 2022 �O
• MOISTURE CONTENT OF SUBSTRATE • CONTINUITY OF SEALANTS
• FRAME DEFLECTION CAUSED BY UNSUPPORTED GLASS •TASCADIA RECOMMENDS ALWAYS PROTECTING • CONTAMINANTS ON SUBSTRATE • PREPARATION OR SURFACES • THREAD SPACING OF FASTENERS Fq/NCOGOStP
WEIGHT. THE WINDOWS FROM ALL MASONRY CLEANERS • HEAD DIAMETER
AND OTHER HARSH CHEMICALS, AS THE PAINT, • LAP LENGTHS • SPACING OF FASTENER ANCHOR POINTS
ALUMINUM ACCESSORIES AND THE METAL • COMPOSITION OF STRUCTURAL ANGLES AND
NEVER REST THER WINDOWS ON FIBERGLASS. FRAMEIEDGES •IARDWARE COMPONENTS MAY BE DAMAGED BY CLIPS PROJECT TITLE
WITHOUT PROPER BLOCKING BENEATH. STORE WITH SOLID STRONG CHEMICALS. CONTINUITY OF CRITICAL BARRIER SYSTEM • GAUGE OF STRUCTURAL ANGLES AND
SUPPORT DOWNTURNED 9 LEGS TO THE FRAME. ENSURE ALL FIBERGLASS CLIPS TIGARD
ARE FULLY SUPPORTED BY WOOD ENSURE THAT MATERIAL INTERFACES WITHIN • MINIMUM EDGE DISTANCES FOR ANCHOR
BLOCKING. FOLLOW DIAGRAMS BELOW. IN! PARTICULAR, NMD 80 MASONRY CLEANER INSTALLED WINDOW ASSEMBLY ARE CAPABLE POINTS ON SUBSTRATES SENIOR
HAS BEEN FOUND TO BE SEVERELY OF SUCCESSFULLY ACHIEVING CONTINUITY OF
_ORROSIVE TO BOTH RAW AND ALODINED THE CRITICAL BARRIERS LISTED BELOW. TEMPORARY OR PARTIAL FASTENING OF HOUSING
ALUMINUM COMPONENTS. MOCK—UPS SHOULD BE UNDERTAKEN OF
_._._."... WINDOWS AND DOORS IS NOT PERMITTED. issue DESCRIPTION DATE
ssA77 • TYPICAL CONDITIONS TO CONFIRM DETAILS ANDIS
lli
�• �i� + 'ASCADIA RECOMMENDS AVOIDING USE OF SUBMITTAL REVIEW ENSURE EON, RISK O D MALETE D/ RG 2 iND seaeirrAL JANJ3/23i ce: CONTINUITY; MOCK—UPS SHOULD BE REVIEWED INSTALLATION. RISK OF DAMAGE AND/OR 2 2No SUBmrrAt J(N,23/n^"`'� YHIS FORMULATION OF CLEANER NEARTO THE t✓NO EXCEPTIONS NOTED _I DISAPPROVED BY CONSULTANT AND APPROVED. IF LACK OF INJURY IF PRODUCTS ARE NOT FULLY 3 3RD SUBMITTAL PEB.23n3'i,IND_QW AND_.DOOE,_PR DI ICES- NO EXCEPTIONS NOTED IN CORRECTED COPY CONTINUITY APPEARS TO BE AN ISSUE WITH > erH sueulrraU eveto231�� � ANY OF THESE BARRIER SYSTEMS, ADVISE THEFASTENED TO THE ROUGH OPENING. s sTN sueMlrru MARzo,iz�(I NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT _I REVISE AND RESUBMIT :�1 NOT REVIEWED
•• I MAKE CORRECTIONS NOTED ❑ REVIEW NOT REQUIRED The delegated design work referenced in this submittal is the APPLICABLE CONSULTANT AND CASCADIA
responsibility of the design-build contractor. The design-build IMMEDIATELY:
rIfs review is only for general conformance wm the design concept and the contractor is fully responsible for the detailed design and WATER SHEDDING SURFACE
I�) f Information given in the Construction Documents.Corrections or comments construction and its coordination with the Work in accordance with DRAWING
j, rli`iit made on the submittal dunng this review do net relieve me contractor from - the Contract Documents and all applicable rules,regulations and • EXTERIOR MOISTURE BARRIER (WEATHER TITLE:
�—I '* compliance with the requirements of the plans and specifications.Review of a
� specific item shall not include review of anassemoyof which mehem isa other requirements. Review by Architect is solely for aesthetic RESISTIVE BARRIER) SPECIFICATIONS &
I
'"-- ' component.The Contractor is responsible for:dimensions to be confirmed and intent and general compliance with the design intent in the • AIR BARRIER
correlated at the jobsiN;Information that pertains solely to the fabrication Contract Documents Such review does not,in any way.relieve • VAPOUR BARRIER GENERAL NOTES
t-J/ processes or to me means.methods.techniques.sequences and procedures the delegated design contractor from strict compliance with all
'A •, I=� of construction-,coordination of the Work with that of all other trades and g g • THERMAL BARRIER
performing all Work in sate and satisfactory manner. Contract Requirements and the Authority Having Junsdiction. • FIRE SEPERATION (WHEN SPECIFIED) SCALE NTS. DRAWING NO.:
DATE MARCH 20/2023
Kristi Boylan DRAWN AP '1 �i
"�" "®
1 KPFF Consulting EngineersltElF PROJECTS,8468
REVIEWED BY S E R A
e•re�4,u 4/10/2023
By RPol�ci fl TE
DUF I- LLIVILIN1 I HINY INI IJNIVIHI IUIN
UNIVERSAL SERIES PARTS 4 MATERIALS CLASSIC SERIES PARTS 4 MATERIALS CONT.
IASCADIA PART # PART DESCRIPTION MATERIAL -
_-'MPREHENSIVE LIST OF GNIVENSAL SERIES PART NUMBERS, GENERAL DESCRIPTIONS & T4AI_YIALS • 101 - 325 VENT FRAME - POLYESTER RESIN55-65% GLASS FIBERS
CASCADIA PART # PART DESCRIPTION MATERIAL • 102 - 325 SASH - POLYESTER RESIN 55-65% GLASS FIBERS =
• CW-ANCHOR - STRAP ANCHOR - ALUMINUM 6063-T6 • 116 - 325 COUPLING CLIP - POLYESTER RESIN 55-65% GLASS FIBERS
• CW-01 - COUPLER - POLYESTER RESIN 55-65% GLASS FIBERS • 118 - 325 DOUBLE GLAZED GLASS STOP - ALUMINUM 6063-T6
_ • CW-CR1 - CUSTOM REINFORCING - COUPLER - ALUMINUM 6063-T6 • 127A - 325 TRIPLE GLAZED GLASS STOP - PVC
• CW-CR2 - CUSTOM REINFORCING - JCC - ALUMINUM 6063-T6 • 127E - 325 TRIPLE GLAZED GLASS STOP - POLYESTER A A 6 A
• CW-DS1 - DOOR SASH - POLYESTER RESIN 55-65% GLASS FIBERS • 403 - 400 FEMALE COUPLER -- POLYESTER RESIN 55-65% GLASS FIBERS
• CW-DS2 - DOOR SILL - POLYESTER RESIN 55-65% GLASS FIBERS • 404 - 400 MALE COUPLER - POLYESTER RESIN 55-65% GLASS FIBERS-
• CW-DSC - DOOR SILL COVER - ALUMINUM 6063-T6 • 405400 MULLION - POLYESTER RESIN 55-65% GLASS FIBERS CASCADIA
• CW-DSCI - DOOR SILL COVER -INNER - ALUMINUM 6063-T6 • 405M - 400 PERIMETER FRAME - POLYESTER RESIN 55-65% GLASS FIBERS _-- WINDOWS LTD.
• CW-DSCO - DOOR SILL COVER - OUTER - ALUMINUM 6063-T6 • 428 - 400 DOUBLE GLAZED GLASS STOP ALUMINUM 6063-T6 #101-5350275TH STREET
• CW-EXTKC - EXTERIOR KICK COVER - ALUMINUM 6063-T6 • 703 - 400 LOUVER INSERT FRAME - POLYESTER RESIN 55-65% GLASS FIBERS LANGLEY,BC CANADA V4W 0C1
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• CW-F - FEMALE HINGE - ALUMINUM 6063-T6 • AC-46967 - 300 SERIES SUB-CLIP - ALUMINUM 6063-T6
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•
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• CW-F2 - SLIDING DOOR HEAD & SILL FRAME - POLYESTER RESIN 55-65% GLASS FIBERS • AC-48716 - 400 SERIES SUB-CLIP - ALUMINUM 6063-T6
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• CW-GSD1 - DOUBLE GLAZED GLASS STOP - ALUMINUM 6063-T6 • CW-340R - 400 SERIES CUSTOM REINFORCING - ALUMINUM 6063-T6 IN157
• CW-GSD2 - DOUBLE GLAZED GLASS STOP - ALUMINUM 6063-T6 TRIPLE GLAZED GLASS STOP
• CW-GSPH1 -- TRIPLE GLAZED GLASS STOP - ALUMINUM 6063-T6 • CW-400CAP - 400 SERIES CUSTOM REINFORCING - ALUMINUM 6063-T6• CW-HBAR - NARROW H--BAR -- ALUMINUM 6063-T6 ALiMI CAP
• CW-400GSTOP - 400 SERIES CUSTOM REINFORCING NUM 6063-T611
• CW-HWR - WIDE H-BAR - ALUMINUM 6063-T6DOUBLE ,LAZED GLASS STOP
• CW-INTKC - INTERIOR KICK COVER - ALUMINUM 6063-T6 • CW-400FSTOP 400 SERIES CUSTOM REINFORCING - ALUMINUM 6063-T6 REG• CW-JCC - JAMB COUPLING CLIP - ALUMINUM 6063-T6 300 SERIES INSERT STOP• CW-M - MALE HINGE - ALUMINUM 6063-T6 • CW-429 - 400 SERIES DOUBLE GLAZED GLASS - ALUMINUM 6063-T6 a) C `(O
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• CW-NF1 - HEAD & JAMB NAIL FLANGE - ALUMINUM 6063-T6 -. GENERAL PRODUCTS 4 MATERIALS
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• PAINT - WATERBORNE 2-COMPONENT (CATALYZED) POLYURETHANE COATING SYSTEM PROJECT TITLE:
• OW—WSJ — WINDOW SASH - POLYESTER RESIN 55-65% GLASS FIBERS • ACM PANEL - ALUCABOND PLUS® - ALUMINUM WITH FIRE RETARDANT CORE TIGARD
CLASSIC SERIES PARTS 4 MATERIALS • ALUMINUM THRESHOLD - 6063-T6 ALUMINUM ALLOY AND TEMPER RETAINER SENIOR
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• LIQUID SHEARBLOCKS - FAMOCRETETM INSTANT CONCRETE REPAIR - POLYURETHANE
AMA I DESDILRrIDN DATE
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• 301 - 300 FAMILY DOOR SASH - POLYESTER RESIN 55-65% GLASS FIBERS z 2a0 sueenAL JAN.25/23
• SCREEN MESH - FIBERGLASS 20X30 13 MIL YARN, PLIAINNN NO E%CEPTIONS TAKEN REVISE AND RESUBMIT 3 3e0 SLAWTTAL rEe.23/23
• 301D - 301 DOOR SASH WITH DRIP LEG - POLYESTER RESIN 55-65% GLASS FIBERS I _ a ' nrN sueainnL aAR.e/23
• INSULATION - CLASSIC SERIES - EXPANDED POLYSTYRENE I_I MAKE CORRECTIONS NOTED REVIEW NOT REQUIRED 5 5THSUBarrrAL MAR.20/23
• 302 300 FAMILY WINDOW SASH POLYESTER RESIN 55-65% GLASS FIBERS • INSULATION - UNIVERSAL SERIES - BASF NEOPOR 5300 PLUS EXPANDED 7(s6U.T RE idr
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ImoJecrr.8468
SUBMITTAL REVIEW
✓NO EXCEPTIONS NOTED DISAPPROVED
NOEXCEPTIONS NOTED IN CORRECTED COPY `
REVISE AND RESUBMIT NOT REVIEWED E tV ii JEER'S 3TAMF
cne ADVISE e eew wort'stemmed rn Mu REVI re the
-WINDOW SCHEDULE VIEWED FROM EXTERIOR. eswrA,enn a NO aeswn-h"ia contractor The• a,HA
meaamr A SArr responsWle or Me .raMera,,,sx3n am
-SILL HEIGHT AS PER ARCHITECTURAL WINDOW SCHEDULE- cansalal end" the work matt"'anceAtm ZONE 5 CORNER WINDOW
Om Cwbact Documents and aN Nyacxx Mes reVNaAerrs and
-FRACTIONAL ROUNDING MAY CAUSE EQUAL WIDTH PANES TO NOT °Me,requirements R N v LOCATIONS MARKED I N
ADD PERFECTLY TO THE TOTAL HEEL DIMENSION WIDTH- tract
h I DASHED R E D BOXES
-DOOR ROUGH OPENING DIMENSION GOES TO THE ROUGH OPENING corro-dRe a eememami:k,ro,„Haww Ju+mcoo
AT SILL,INSTEAD OF THE BOTTOM OF FIBERGLASS FRAME. Kri s8 Boylan i
CLIENT TO CONFIRM THE DOOR ROUGH OPENING(DRO) y'I EODBY s E= R A
DATE _ _. :
1
218" RO 56 1/2" RO 82 1/2" RO •6 •
.e- _ e
1/2" 217" HD o I/2" 1/2" 55 1/2" HD 1/2" 1/ "h 181 1/2" HD I/2„ WINDOWS
- p /'► p
36 3/16" 36 3/16" 36 3/16" 36 3/16" 36 3/16" 36 3/16" 27 3/4" 27 3/4" 36 5/16" �� 36 5/16" �136 5/16" 36 5/16" o� 36 5/16" C/'1S�./ADIA
\ -
WINDOWS LTD.
_ r _ 71101-5350 275TH STREET
' � � LANGLEY,BC CANADA V4W OCt 0 CS
•
5 47ailiLlilr
V' /
5I 51 a 91 o <'y OREGO Opp
.0 +IfARY92C.,
FLOOR (RENEWAL DATE: 06/30/24
LEVEL \\
/ EXT.GLAZED UNIVERSAL WINDOW \SF-02I EXT.GLAZED UNIVERSAL WINDOW SF-03\EXT-GLAZED UNIVERSAL WINDOW
`SF-01 / REQUIRED AS SHOWN 1 1
\ REQUIRED a5 SHOWN 1 REQUIRED AS SHOWN 1
` 33 3/4" RO -33 3/4" RO 83" RO _ DRO=DOOR ROUGH OPENING
1/2" 32 3/4" HD 1/2 COUPLER TORECIEVE DOOR 1/2 32 3/4' HD 1/2 COUPLER TO RECIEVE DOOR 1/2" 82" HD 1/2
-�INSERTS BY OTHERS INSERTS BY OTHERS 41" 41" 4F.NS(\
}. _24" RO \
N
I� '� —_- 1/'l" 1/2 Cascadla Windows
_. - COUPLER TO RECIEVE DOOR -- - - &Doors LD 1
I NOTE.FIBERGLASS FRAMESIII NOTE:FIBERGLASS FRAMES 1 INSERTS BY OTHERS - - $OZ2 O
DESIGNED TO ACCEPT ITS OWN DESIGNED TO ACCEPT ITS OWN 5.1 `
GLAZING LOAD,AND NOT THE �. GLAZING LOAD,AND NOT THE _ �eF97 S1.
LOAD TRANSFERRED FROM LOAD TRANSFERRED FROM ^ �G000
1. i ALUM.DOOR BY OTHERS.ALUM 'ALUM.DOOR BY OTHERS.ALUM. ' r -
DOOR FRAMESS MUST BE DOOR FRAMESS MUST BE o I _- ,--..
DESIGNED TO TRANSFER I DESIGNED TO TRANSFER G1 G1 - I- NOTE:FIBERGLASS FRAMES
,� LOADS TO ROUGH OPENING, = p 1• LOADS TO ROUGH OPENING. o o PROJECT TITLE:
0 o m w i DESIGNED TO ACCEPT ITS OWN ' i rr
4 s NOT FIBERGLASS FRAMES. I NOT FIBERGLASS FRAMES - ^/L p
i GLAZING LOAD.AND NOT THE 4 V/-1(1
5.1 0 o o ) r- 4—� $ ( LOAD TRANSFERRED FROM 5•1 ��
ALUM.DOOR BY OTHERS.ALUM. SENIOR
S.2 5 1 DOOR FRAMESS MUST BE o
DESIGNED TO TRANSFER --�OUSING
LOADS TO ROUGH OPENING,
-- I 1 NOT FIBERGLASS FRAMES. <
mom
'''-=-
� R I� DESCRIPTION DATE
2-1
\ •-.�:_. --:.� _._.�,.-_._.-! \, 1 AT SUBMITTAL .LW.I3/23
2 2ND SUBMITTAL JAN.25/23
5 1 O z RD SUBMITTALEB.23/23
5,1 45
N 4 NiH SUBMITTAL MAR.B/23
' 5 5TH SUBMITTAL MAR.20/23
—A - - 5.1 T 5.1
FLOOR
LEVEL
� EXT.GLAZED UNIVERSAL WINDOW EXT.GLAZED UNIVERSAL WINDOW DRAWING
EXT.GLAZED UNIVERSAL WINDOW C SF-04I EXT.GLAZED UNIVERSAL WINDOW /SF-07) SF-01 TITLE.
\SF O6/REQUIRED AS SHOWN 1 \\ REQUIRED AS SHOWN 1 \, REQUIRED AS SHOWN 1 \ /REQUIRED AS SHOWN 1 WINDOW
SCHEDULE
-/ DRAWING NO.:
SCALE. N 1 S
DAIS:MARCH 20/2023 ^ -I
DRAWN IA AP 4
PROJECT A: 8468 1
34ITTAL REVIEW _.._.
✓ °;MEPTIONS NOTED DISAPPROVED ENGINEER'S STAMP
No EXCEPTIONS NOTED IN CORRECTED COPY
REVISE AND RESUBMIT NOT REVIEWED
I he detegate0 design worts referenced In this subm,t:al is the
responsibility of the design-build contractor The design build
contractor is fully responsible for the detailed design and
conslrucEon and its coordination with Ito Work in accordance with
the Contract Documents and all applicable mks.regulations and
Itc
\\ / nl5m other requirements
nerai nmpleiancby e with tee design solely
Inten�snhe
/ Contract Documents. Such review:cues riot.m any way relieve
the delegated design contractor from strict compliance with all
- Contract Requirements and the Authority Having Jurisdiction.
Kristi Boylan
•
�� REVIEWED By SERA
L 1 4/10/2023
/ r -� / \_ --- ---� DATE -.
NOTES. CASCADIA
\ \ -
•DETAILS ARE FOR STRUCTURAL INSTALLATION
/ PURPOSES ONLY. ALL OTHER DETAILS ARE WINDOWS LTD.
TO BE REFERENCED TO THE ARCHITECTURAL
DRAWINGS AND ENVELOPE DETAILS. CASCADIA
3 PE 0.1E \ 3 CLIP WINDOWS & DOORS NEITHER APPROVES NOR #101-5350 275TH STREET
\ • ' \ I DISAPPROVES THE ENVELOPE DETAILS OR
\ \ _ LANGLEY,BC CANADA V4W OC1
•'e , STRUCTURE OF THE BUILDING. B04-g5T-4800
'� y,C •INSTALLER$ TO ENSURE THAT WINDOWS &
/ - DOORS ARE INSTALLED LEVEL, PLUMB & LEGEND
EMBED SEALANT BETWEEN N
STRAP ANCHOR AND 61 •
\ j�f & SHIMMING.
NGH ALL APPROPRIATE FASTENING
MEMBRANE BY INSTALLER. - �, N X1 X ti` ` •REFER MI BUILDING ENVELOPE DETAILS FOR i®' Bt0 X 1 1/2" STAINLESS
I,i��'_ �^ EMBED SEALANT
/ _ BETWEEN STRAP MEMfiRANING, SEQUENCING. FINISHING & STEEL WOOD SCREWS
ANCHOR AND INT SEALING INSTRUCTIONS. ®6"12C. (OR AS NOTED). BY
geg MEMBRANE. •BACKER RODS BEHIND SEALANT BEADS IN INSTALLER
• O / _ I I GLAZING POCKET ARE A DISCRETIONARY ® ♦j1D X 3,/4" STAINLESS
y� `1. �� � 'p^ D: V /i COMPONENT AND ARE REQUIRED ONLY WHEN STEEL SELF DRILLING
3L.J ,I `-
\ / Bt l I GAP BETWEEN GLASS AND WINDOW FRAME SCREWS 06.0.C. BY
C'J EXCEEDS APPROXIMATELY +/8". INSTALLER
0 ,_.,J i ZQ Z •SEE ADDITIONAL COUPLING INSTRUCTIONS Q NS % i/2" 5/5 SELF
- w I WHEN COUPLING IS REQUIRED.
IZJ
X� •� z ao1=1 DRILLING SCREWS ®12'b C.
w _ = i BY OTHERS
-_�_ / 5/16" DIA TAPCON+
o z -- ® CONCRETE ANCHORS WITH
MINMUM 1 1/2"
w� I EXT �iNBQ EMBEDMENT Cdi6" O,C, BY
w
x8
INT --<T INSTALLER
- X1 B1 EXTRUDED ALUMINUM
1/2" HEEL DIMENSION (HD) Cascadia Windows UNIVERSAL STRAP ANCHOR.
FIXED HEAD STOREFRONT &Doors SPACING PER ATTACHED
1 ROUGH OPENING (RO) ` 2 INSTALL GUIDE U.N.O. BY
EXT.GLAZED UNIVERSAL WIDOW fuA121, 2022 O CASCADIA
p2 cm CONTINUOUS ALUMINUM
P,P SQ' SILL ANGLE (OW-SA-2R)
;�FIXED JAMB @ FCP N c000 & COVER CAP
l ER.GLAZED UNIVERSAL WINNOW 15/A7211 (CW-SACC-R) BY
CASCADIA
B3 EXTRUDED CONTINUOUS
ALUMINUM FLASHING
A NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT I ATTACHMENT ANGLE
SUPPLIED BY CASCADIA
MAKE CORRECTIONS NOTED IT REVIEW NOT REQUIRED 4301 SEALANT BEAD BETWEEN
,MEMBRANE AND FRAME
• This review i5 only for general conformance wilh the design concept and Ih I BY INSTALLER
',. information given in the Construction Documents.Corrections on common- $3 INTERIOR ROD & SEALANT
' made on the submittal during this review do not relieve the contractor horn BY INSTALLER
compliance with the requirements of the plans and specifications.Review C3 SEALANT BEAD BY OTHERS
i 2 FIXED SILL @ FCP \ FIXED SILL @ STOREFRONT specific!Lent shall not include review of an assembly of which the item is e
3 / component.The Contractor is responsible for dimensions to be confirmed I D 1 PVC SHIMS
�\ EXT.GLAZED VrvM1ER5ALWINDOW(NAM) EAT.mA2ED UNIVERSAL wI'itiO 1:a.,�tll correlated al the jobsite;inlormetion that penains solely to the fabrication UNDER EACH VERTICAL,(OR
7 �-/ processes or to the means,methods.techniques,sequences and procedur s
of construction;coordination of the Work with that of all other trades antl AS NOTED). BY INSTALLER
NOTE:WRAPPING MEMBRANE OVER performing all Work in a sale and satisfactory manner. ,�1 METL FLOTHERS HING
NRIO WRAPPING M ANGLEENE GIS R _
INTERIOR SIDE D SILLO FOR LEG IS A INTERIOR ME D TIO ANGLE LEG 13 A KPFF Consulting Engineers %2 INTERIOR FINISHES
RECOMMENDATION FOR COSMETIC INT EXT o RECOMMENDATION FOR COSMETIC INT EXT 0 ����� IBY OTHERS
REASONS REACT WITH
EDGE OF-- I
^ REASONS ONLY.CUT EDGE OF \ O Dote 04(07/2023
CAN
T WITH
MEMBRANE CAN WITH SEALANT a \\U 1 0/ d ME INSTALLED V RTE AWAY FROM R Al \ \ t �A Di LD By
AT INTERIOR FINISHES V O �\ - RPOifIBT
\ Z AT INTERIOR FINISHES --
NOTE:SCREWSTOBE \ I ru rn Z -. — -.... _... -
INSTALLED 3'AWAY FROM ALL \ L
VERTICAL FRAME MEMBERS \ Cl PROJECT TITLE'.
M O _
TIGARD
I --,_ Tn _. L /j�I� x. ° SENIOR
UNPAINTED PORTION OF — - i F UNPAINTED PORTION OF y a
SILL ANGLE I - - -.__ .t SILL ANGLE 1111.11M
Rl HOUSING
II®I I : �� ISSUE DESCRIPTION DALE
(1).._. =• Cif _.i �H `DPR�0F L-r 1 1ST SUBMITTAL JAN.13/23
hi
® l 0' Ad - _..____3'
��C!,.... NEF�`s�'�� 3 3RD SUBMITTAL FE823/23
..1. _ •6 O.C. DISTANCE FROM ® V 9 4 OnE SUBMITTAL MAR.B/23
•• DISTANCE FROM k t �C' l'.
FACE OF SHEATHING FACENGOF CVNCRCL
ANGLE TO VERTICAL ANGLE TO VERTICAL 76367PE 5 SM SUBMITTAL MAR.20/23
/1 LEG OF SILL ANGLE -EC• OF SILL ANGLE r
`� 1 I BED OF SEALANT BED OF SEALANT
/ PER 9/A721 PER 4/A721 DRAWING
j I v9 OREGON p� TITLE
09�(4Fyg 1. INSTALLATION
-/0 C. .(pv DETAILS
Scrip: a'=1'-0• DRAWING NO..
DATE:MARCH 20/2023
RENEWAL DATE: 06/30/24 ) D"A"'Nav'' AP •
PROJECT AL 8468 J
1116.
ENGINEER'S STAMP
•DETAILS ARE FOR STRUCTURAL INSTALLATION CASCADIA
PURPOSES ONLY. ALL OTHER DETAILS ARE WINDOWS LTD.
TO BE REFERENCED TO THE ARCHITECTURAL
DRAWINGS ANT ENVELOPE DETAILS. CASCADIA
WINDOWS & DOORS NEITHER APPROVES NOR #101-5350 275TH STREET
DISAPPROVES THE ENVELOPE DETAILS OR LANGLEY,BC CANADA V4W 0C1
STRUCTURE OF THE BUILDING. 604-857-4600
•INSTALLERS TO ENSURE THAT WINDOWS Sr
DOORS ARE INSTALLED LEVEL, PLUMB & LEGEND
SQUARE WITH ALL APPROPRIATE FASTENING
Sr SHIMMING.•REFER TO BUILDING ENVELOPE DETAILS FOR OD((10 X 1 1/2" STAINLESS
WOOD SCREWS
MEMBRANING, SEQUENCING. FINISHING & STEEL STEEL . (OR AS NOTED). BY
SEALING INSTRUCTIONS.
•BACKER RODS BEHIND SEALANT BEADS IN INSTALLER
GLAZING POCKET ARE A DISCRETIONARY CID #10 X 3/4" STAINLESS
COMPONENT AND ARE REQUIRED ONLY WHEN STEEL SELF DRILLING
GAP BETWEEN GLASS AND WINDOW FRAME SCREWS ®6"O,C. BY
EXCEEDS APPROXIMATELY 1/8". INSTALLER
PAIBARD SUPPLIED
•SEE ADDITIONAL COUPLING INSTRUCTIONS
F •l 4' T ME CABAR SINS AL IBYNSTALLED
GM #8 X 1/2" S/S SELF
%CASCADIA INSTALLED ON WHEN COUPLN- 5 REOUIRcO. DRILLING SCREWS ®12"0-C.
PANTED ALUMINUM f E- / SITE BY INSTALLER. DR OTHERS
H-BAR SUPPLIED BY Tar OF Y OTHERS
RS TAPCON+
CONCRETE ANCHORS WITH
OTHERS WITH SEALANT `‘ / '- Na MINMUM 1
�� a EMBEDMENT 1/2"" O.C. BY
I/n-.3' Guv irivJ tar INSTALLER
STEEL REINFORCING • I i I i B1 EXTRUDED ALUMINUM
\- 1 rUNIVERSAL STRAP ANCHOR.
[tv TI :scad2i0aW22indow,53.$)
DODO SLAB J &Doors SPACING PER ATTACHED
0 IIto i
BY OTHERS f l INSTALL GUIDE U.N.O. BY
/ CASCADIA
�� ( - sq/ 5'CQ coSIILLLTANGLE (CINUOUS HI S122R)
D
(1/
ryG000 & COVER CAP
DooR - (CHI SACC-R) BY
FRAMEer CASCADIA
OTHERS\�• A, EXTRUDED CONTINUOUS
1 � - 83 ALUMINUM FLASHING
PAINTED ALUMINUM
EXT Q _• H-BAR SUPPLIED BY ATTACHMENT ANGLE
. _ SUPPLIED BYCASCADIA
CASCADIA. INSTALLED ON
SITE BY INSTALLER. ® SEALANT BEAD BETWEEN
MEMBRANE AND FRAME
3/4" DOOR ROUGH OPENING (DRO)_ , XC INTERIOR ROD & SEALANT BY INSTALLER
_
HEEL DIMENSION (HD) HEEL DIMENSION (HD) HEEL DIMENSION (HD) HEEL DIMENSION (HD) BY INSTALLER
SEALANT BEAD BY OTHERS
TYPICAL DOOR COUPLER �1 VERTICAL COUPLER ® PVC SHIMS -a-o.c. &
.7 t 1 UNDER EACH VERTICAL.(OR
E>tr.a!Azao urvlvsWSAL.INSERT av OTHERS BAT.owed UNIVERSAL"NOON, AS NOTED). BY INSTALLER
Xt METAL FLASHING
BY OTHERS
CD INTERIOR FINISHES
BY OTHERS
PROJECT TITLE:
TIGARD
SENIOR
HOUSING
NO EXCEPTIONS TAKEN REVISE AND RESUBMIT Pr, ISSUE DESCRIPTION -._ I a'�
SUBMITTAL REVIEW G��p 11llQF[-n t ,SiweumAt JAN.Is/x3
VI NO EXCEPTIONS NOTED i. DISAPPROVED MAKE CORRECTIONS NOTED REVIEW NOT REQUIRED .r\y SS 2 zst SUBMITTAL JAM 25/23
I NO EXCEPTIONS NOTED IN CORRECTED COPY 0NGINEt:9 ,�2 3 3RD SUBMTTAt rca 23/23
4 4TH SUBMITTAL MAR.e/23
REVISE AND RESUBMIT NOT REVIEWED This review is only for general conformance with the design concept and the 5 5TH SUBMITTAL MAa.20/23
The delegated design work referenced in this submina is the information given in the Construction Documents Corrections or Comments ''t 76367 PE 9`
I responsibility of the design-build contractor The design-build made on the submittal during this review do not relieve the contractor from
contractor is fully tesponslble for the detailed design and compliance with the requirements of the plans and specifications.Review of a ---
construction and its coerdinalion with the Work in accordance with specific item shall not include review of an assembly of which the item is a .__.
component.The Contractor is responsible for:dimensions to be confirmed and --
the other requirements
Documents Resew all applicablehitec rules.regulations lest and correlated al the jobsite;information that pertains solely to the labrication
randir genera. ompliace wAre thet iswlelyfortIn the processes or to the means,methods,techniques,sequences and procedures 4
intent and general compliance with the design intent relieve the - t/ OREGO O^ DRAWING
Contract Documents. Such review does not in any Way, ' of construction;coordination of the Work with that of all other trades and 9
the delegated design contractor from sleet compliance with all performing all Work in a sale and satisfactory manner w
Contract Requirements ono the Au!honry Having Jan5d coon. �� O ^AY 9 ZO INSTALLATION
KPFF Consulting Engineers .1 ��� DETAILS
EvIEi Boylan 1�� `(
REVIEweD By SERA j Date 04/07/2023 . C
DATE 023 By RPolner aces .=r=o DRAWNNG WG.:
PATE:MARCH 20/2023
DATE — (RENEWAL DATE: 06/30/24 ] DRAWN ID: AP 5 . 2
PROJECT II:6466
STEP I .NSTALL FIRST ENSURE THE COUPLED JAMB
mNDOW INTO ROUGH IS PROPERLY SHIMMED \
���OPENING (R.0.1. AT
// JAMB ONLY. \ ...
I "
i
• w I.i J \ '.1 T
\ I
L.. . 1/ F
L_J I I STEP 3: SLIDE H-BARS & SEALANT c ^ I Ih ONTO THE FIRST WINDOWS '"
0`—J STEP 2. NEUTRALo CURE 1 �' H-BAR FITS AND IN AND THAT
SEALANT TO THE H-BAR AS J THE SEALANT IS EVENLY CASCADIA
II
SHOWN (Ex. COW CORNING � DISTRIBUTED AND M CONTACT WITH
C r 99) BOTH ME H-BAR AND COUPLER.
li WINDOWS LTD.
____ 1 i ���lM n6 #101-5350 275TH STREET
J--I ,IJ�I' 604-857-4 BC CANADA V4W OCt
J1JI U 604-857-0600
EAT.
EXT.
STEP 4b: IF REINFORCING IS REQUIRED, IT WILL
ARRIVE ON SITE FASTENED TO THE FRAME USING
STEP UP: IF ITINSULATIONWILL I ONREQUIRED /7_GLAZING TAPE AND SEALANT.
AT COUPLER,INSTA n ARRIVE ON SITE ,,�,�,,,��,' /
INSTALLED INTO THE COUPLER.—�
•
-- _ — SUBMITTAL REVIEW
11 r7
• 1: 'l NO EXCEPTIONS NOTED DISAPPROVED
` NO EXCEPTIONS NOTED IN CORRECTED COPY
I P�- f T -— II NO EXC AND RESNBTE TE NOT REVEWED
-——— 1. A ft L lTe deleg3led desgn .vork eleenced in Ihls submittal is th
contractor t of the design bold omractor. The design.ban
L�J�E ,r contractor s fullyof
responsible Dr the detailed design an
1 I� T,. ._La, construction and its Coordinatla n with me Work In accordance cult
u the Contract Documents and all applIcable rules,regulations an
EXT
EXT
other requirements Review by Architect Is sdelV or ties@a I
Intent and general compliance with the design intent in Ih
Contract Documents. Such review does not.in any way,relies
the delegated design rantrauiur from strict compliance with a
a Contract Rea arements and the Authanty Having Jwlsdiceon.
STEP 5: SLIDE THE LAST WINDOW INTO THE REVIEWEDKristi Boy la
lan
H-BARS. MAKE SURE THAT THE WINDOWS AREBY
COUPLED TIGHTLY ANT THAT THE SEALANT IS ED9 SERA
EVENLY DISTRIBUTED AND IN CONTACT WITH BOTH
r j THE H-BAR AND COUPLER DATE
d ' �00 PRore FA•°;F ill H
I [ 5< GIN6 cSj 1rr I ,
i� �N 8q o2 n ,.r _r t,
I ti,l 1
76367PE II c "..7( r.
Erl =_U
r �' �- L� r F r.
v OREG
____ l'Wr____,L.64. }� 'd �'' -IRY 9 PROJECT TITLE:
1`� �� L�� Y�J EXT- GLAZED
EXT RENEWAL DATE: 06/30/24 ) UNIVERSAL
STEP 6: ENSURE THE WINDOWS ARE PLUMB AND COUPLING
SQUARE. THEN FASTEN THE STRAP ANCHORS TO
THE R.O. AT THE LAST WINDOWS JAMB.
\ STEP 7: FASTEN THE WINDOWS TO THE R.O. AT Issue ncw18TIOX DATE
THE HEAD USING THE STRAP ANCHORS, AND AT
•''. THE SILL USING THE ALUMINUM SILL ANGLE. OR
tea,
USING THE FASTENING METHOD AS SPECIFIED IN
THE PROJECT SPECIFIC SHOP DRAWINGS.
0 It PNO EXCEPTIONS TAKEN PERMYrEf REVISE AND RESUBMIT
n•1-MENTS
I `] MAKE CORRECTIONS NOTED ❑ REVIEW NOT REQUIRED
li — I 1 Li— ,(•'--1 [I 1 I This review is only for general conformance with the design concept and the
information given in the Construction Documents.Corrections or comments DRAWING
�, !. ® made on the submittal during this review do not relieve the contractor from TITLE'
Er I It:p compliance with the requirements of the plans and eve hications.Review of a
• j specific item shall not include review of an assembly of which the item Is a SITE COUPLING
�. 1 LI
————- component.The Contractorte.Information
is responsible p for:dimensions to be confirmed and
(� correlated at or
Ha:Is,methods,
techniques,
solely tofabrication INSTRUCTIONS
processes or to the means,methods,techniques,sequences and procedures
_ ��i------���� "" of construction;coordination of the Work with that of at other trades and
IHdIr I— performing all Work in a safe and satisfactory manner. SCALE {S DRAWING NO.:
tri
L L_JI DATE
�\' KPFF Consulting Engineers I Drew+ar: CP l
!\_,`r,Jl..l{.j4 PROJECT IC
r
c 48" O.C. WINDOWS
�[ 52r 4[1219] - / '[1521" CASCADIA
STRAP ANCHOR REPLACEMENT REQUIREMENTS: CASCADIA
�_ J WINDOWS LTD.
Cis • MINIMUM 2 STRAP ANCHORS PER SIDE #101-5350275THSTREET
p CV
\� ��n�� AND/OR FRAME 604657-4600 GLEY,BC cANAOA V4W OCi
STRAP ANCHORS �` • MAXIMUM SPACING BETWEEN ANCHORS IS
INDICATED ON THE SHOP DRAWINGS FOR
EACH PROJECT, AND IN NO CASES SHALL
•
EXCEED 48" O.C.
• PLACE 1 STRAP ANCHOR AT EACH CORNER
AND/OR COUPLER, ON EACH SIDE (6" IN
FROM EDGE).
• IF STRAP ANCHORS ARE REQUIRED AT THE
v o, SILL, FOLLOW THE SAME SPACING RULES
v �' O N AS THE JAMB (Sc HEAD.
O
'[152r c 48" O
` ] \
1
• .1 L. .-
STRAP ANCHORS • y . Craw 'VoTE TT is A
, \---
OUTER IC ISTA_LATIOIJ
l. Ir1STR'UC(ION GllHIT AND
MA'. NOT REPRESEiT
GO V PROJECT SPEC.I FTC.
V V,
REfJUIREMENiS h;GLAZING
• <fID I-fPE. bPE FAT ICrN, El r.
< E. EPSE F tP TO
V V ORJJECT i_ ' (_RAWINGS
FOE OPT( I.IC-T_
PROJECT TITLE:
UNIVERSAL
U "
: --"—
" °� °� •�' ANCHOR
u STRAP
I _ _ u __... o ISSUE cESCRIPTgR DATE
SUBMITTAL REVIEW ag NO EXCEPTIONS TAKEN EJ REVISE AND RESUBMIT l `-��D PROP.
ido NO EXCEPTIONS NOTED DISAPPROVED �` �I11 OS/
❑ MAKE CORRECTIONS NOTED G REVIEW NOT REQUIRED �� t E�n DA9
NO EXCEPTIONS NOTED IN CORRECTED COPY V •7 4.
ly tor general
rmance with the design
and
_REVISE ANDRESUBMIT orkNOT REVIEWED ThI madsman th su is bmittal in during thisionreviewoc ents.relieve contractor om from
76367 PE f
The delegated design work referenced in this submittal is the information given in the Construction Documents.Corrections or comments
responsibility of the tleslgn-builtl contractor. The design-build
— —
— L-_VATI �) I ` contractor is fully responsible for the detailed design and h iance with the requirements of the plans ands ifications.R c a — / n T O \ '
construction and its coordination with the Work In accordance with specific item shall not include review of an assembly of which the ite_ 5 2 V H
the Contract Documents and all applicable rules,regulations and component.The Contractor is responsible for:dimensions to be conk andII
-
other requirements. Review by Architect is solely for aesthetic correlated at the jobsite:information that pertains solely to the fabrication THAWING
intent and general compliance with the design intent n the processes or to the means,methods,techniques,sequences and procedures " OR EGO O^ DRAWING
Contract Documents. Such review does not.in any way,relieve of construction:coordination of the Work with that of all other trades and
the delegated design contractor from strict compliance with ell performing all Work in a safe and satisfactory manner. ''i Q) °ARy 9 2O�0 INSTALLATION
Contract Requirements and the Authority Having Jurisdiction.
Kristi Boylan KPFF Consulting Engineers /O C, 'Ole J LOCATIONS
REVIEWED BY Date 04/07/2023 _ li SCALE. N.T.S. DRAWING NO.:
4/10/2023 SERA , By RPoirier
DATE RENEWAL DATE: 06/30/24 ) MAWRre cc SA. 1
PROJECTS. /