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Plans (17) ' OFFICE. CO' a o J S - ) 9 TIGARD SELF STORAGE Job0 EB WA Submittal:Storefront Shop Drawings HC(D_LISubmittal No:08-43-00-1 V�- - O El Approved No Exceptions Taken 0 Approved With Corrections Noted 7600 SW ATLANTA STREET, TIGARD, OR ❑ Revisecompliance Resubmitwih 0 Rejected C - aS S Reviewed only for general compliance with the design intent of the project and /'�11 general compliance with the information in the contract documents and intended as an aid in preventing errors and improving coordination of the work. Any action shown is subject to the requirements of the plans,specifications and terms of contract.We do not assume responsibility for design of items,checking 530 E.POWELL BLVD. S T O R E F R N T H dimensions,fabrication process and techniques of construction or coordination of o s O P DRAWINGS work with other trades.You should confirm and correlate all dimensionsat the GRESHAM,OR 97030 jobsite. Submitted By:JHOw81 d Date:S0 26,2019 P:503.667.0290 GLAZING SCHEDULE SYSTEM NOTES SYMBOLS DRAWING NOTESddesing gn 1"O.A.SAFETY GLAZING SYSTEMS TYPES ® www.MPDRAFTING.com -GLAZING IDENTIFICATION � -WORK POINT 1. MP DRAFTING&DESIGN AND THE CUSTOMER WILL ASSUME NO RESPONSIBILITY FOR TEMPERED WHERE REQUIRED BY CODE ERRORS RESULTING FROM THE USE OF THESE DRAWINGS BY OTHER TRADES. P:248.522.7096 Ca SYSTEM#1: CASCADE 450-TOS STOREFRONT SYSTEM(2"X 41/2") F:248.522.7030 ENTRANCES: CASCADE MEDIUM STILE ENTRANCES 1ST FLOOR 2. FINAL APPROVAL BY THE GENERAL CONTRACTOR CONSTITUTES ACCEPTANCE OF PLEASE PROVIDE GLAZING SCHEDULE 0 -DETAIL IDENTIFICATION 100'-0" ELEVATION BENCHMARK ALL DEVIATIONS TO THE CONTRACT DOCUMENTS MADE BY MP DRAFTING&DESIGN (PAGE NUMBER AND THE CUSTOMER IN THESE DRAWINGS. ARCHITECT: METAL FINISHES -- ° DEAD LOAD ANCHOR 3. THESE DRAWINGS REPRESENT MP DRAFTING'S AND THE CUSTOMERS O COLUMN LINEOTAK ARCHITECTS,INC. INTERPRETATION OF THE APPLICATION OF PRODUCTS TO THIS PROJECT IN TBD WL -WIND LOAD ANCHOR FUNCTIONAL COMPLIANCE WITH THE ARCHITECT'S DRAWINGS AND SPECIFICATION.R 808 SW THIRD AVE.,SUITE 300 CD IS IMPORTANT THAT THIS INTERPRETATION BE REVIEWED DIMENSIONALLY AND PORTLAND,OR 97204 SECTION SEALANT TYPES Ai I FUNCTIONALLY WITH RESPECT TO ACTUAL ARCHITECTS INTENT, INTERFACING � -REVISION NUMBER CONDITIONS,MATERIAL AND JOB SITE CONDITIONS. P:503.287.6825 SState SPECIAL s .. .1t4 ._ar I.JgPI f TBD O VIEW CALL-OUT 4. ALL DIMENSIONS SHALL BE FIELD VERIFIED AND/OR APPROVED BY THE GENERAL tate®f{ ''I)n di jR�"•' I a f � STRUCTURE BY OTHERS ® CONTRACTOR PRIOR TO GLASS ORDERING AND FABRICATION. MP DRAFTING & ARCHITECT NOTE: �- �--- ", 10 -STEEL CALL-OUT ALL NOTES REQUESTING VERIFICATION, THE BUILDING STRUCTURE AND COMPONENTS THEREOF MUST BE CAPABLE OF DESIGN AND THE CUSTOMER WILL ASSUME NO RESPONSIBILITY FOR DIMENSIONAL HW SET: ERRORS OR CHANGES RESULTING FROM FIELD CORRECTIONS. CONFIRMATION,OR INFORMATION THAT ARE i mac, SAFELY CARRYING THE LOADS IMPOSED UPON IT BY THE SYSTEMS DETAILED, SCHEDULED HARDWARE NOT ANSWERED ARE ASSUMED TO BE ❑ Concrete and sil ii!'rjf". Steel INCLUDING BUi NOT LIMITED TO DEAD LOADS OF THE SYSTEMS,WIND LOADINGS, #1 CORRECT AS SHOWN ON THESE DRAWINGS. THERMAL LOADINGS,SEISMIC LOADINGS,SNOW LOADINGS AND LIVE LOADINGS. 5. PROJECT MATERIALS MUST BE PROTECTED IMMEDIATELY FROM STAINING BY WET Bolts Installed(n Concrete CARDBOARD PAPER AND FROM THE ACTION OF HARSH ALKALIS AND SAND IN R.O. - ROUGH OPENING N.T.S. - NOT TO SCALE CONCRETE, STUCCO, MORTAR OR PLASTER. THE SETTING OF THE PROJECT NOTES: MATERIALS REQUIRES THE GENERAL CONTRACTOR TO CLOSELY SUPERVISE OTHER STAMPS/ ® Special Pttuaastfttt i =3siStilrg 'iG"S9i &els, D.O. - DOOR OPENING F.F. - FINISH FLOOR TRADES SO AS TO PREVENT MARRING OR DISCOLORATION FROM ANY CAUSE. THESE SHOP DRAWINGS HAVE BEEN PREPARED BASED ON ARCHITECTURAL D.L.O. - DAY LIGHT OPENING V.I.F. - VERIFY IN FIELD SUBMITTALS: iT1 DRAWINGS: ISSUED FOR CONSTRUCTION ON 09.25.18 S.F.O. - STOREFRONT OPENING DL - DEADLOAD 6. ALL SEALANT JOINTS SHOULD BE SEALED WATERTIGHT FOLLOWING THE SEALANT ❑ Reinforcing Steel&Press CD C.W.O.- CURTAINWALL OPENING WL - WINDLOAD MANUFACTURER'S RECOMMENDATIONS AS TO SIZE,METHOD OF APPLICATION AND ��® j Ji COMPATIBILITY WITH ADJOINING MATERIALS. ❑ Structural Welding G.S. - GLASS SIZE E.O.G - EDGE OF GLASSb. F.S. - FRAME SIZE T/O - TOP OF 7, ALL FRAMING SYSTEMS SHALL BE FABRICATED & INSTALLED PER THE REC 0 W.P. - WORK POINT B/O - BOTTOM OF MANUFACTURERS INSTRUCTIONS. High-Stranctit Golfing q - CENTER LINE REF. - REFERENCE SEP 3 0 2019 ❑ Structural Masonry DCI ENGINEERS 8. THE ROUGH OPENINGS PROVIDED MUST BE SQUARE AND WITHIN SPECIFIED n X No Exceptions Taken BUILDING TOLERANCES. CITY OF TIGARD 0 Reinforced Gypsum Concrete 9. PERIMETER SUBSTRATE MUST BE CAPABLE OF WITHSTANDING REACTION FORCES BUILDING DIVISION Note Markings SHEET INDEX IMPOSED BY DESIGN LOADS. ❑ Insulating Concrete Fill Revise&Resubmit 10. ALL FASTENING INFORMATION TO BE VERIFIED ON SITE BY CUSTOMER FOR VARIATION FROM SHOP DRAWINGS.ALL FASTENERS SHOWN FOR REFERENCE ONLY ❑- Spray Applied Fire-Restive Materials By: Lnk2IYDate: 09/27/2019 Cl COVER SHEET UNLESS SPECIFICALLY CALLED OUT BY PROFESSIONAL ENGINEER. THIS REVIEW IS FOR GENERAL CONFORMANCE TO THE DESIGN CONCEPT AND CONTRACTNINEER.REVIEW OF ANTO Y NONE STRUCTURALULELEMENTS EPI TED I BY DCI — C J\ ❑ Pilings,Dulled Piers and Caissons ENGINEERS.REVIEW OF ANYNON-STRUCTURALELEMENTSDEPICTEDINTHIS P1 THRU P2 FLOOR PLANS 11. LAWS AND BUILDING AND SAFETY CODES GOVERNING THE DESIGN AND USE OF SUBMITTAL HAS BEEN SOLELY FOR THE PURPOSE OF EVALUATING THE IMPACT ON GLAZING ENTRANCE, WINDOW AND CURTAIN WALL PRODUCTS VARY WIDELY. MP THE STRUCTURAL ELEMENTS DESIGNED BY DCI ENGINEERS.REVIEW OF THE El THRU E3 ELEVATIONS DRAFTING&DESIGN AND THE CUSTOMER DOES NOT CONTROL THESE SELECTION OF REVISION DATE ❑ Shotcrete SPECIALTY STRUCTURAL ENGINEERS(SSE)DESIGN IS FOR CONFORMANCE TO PRODUCT CONFIGURATIONS,OPERATING HARDWARE OR GLAZING MATERIALS AND DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE BUILDING AND DOES 0 03.22.19 1-- _ Dt THRU D6 DETAILS ASSUMES NO RESPONSIBILITY. r Ring NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN.MARKINGS OR 1 05.30.19 0 Sped?Grading, l.t.avation and f 1j= ing COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM — COMPLIANCE WITH THE CONTRACT DOCUMENTS.THE CONTRACTOR REMAINS 12. SEE CUSTOMER'S QUOTATION FOR ANY EXCLUDED ITEMS NOT NOTED WITHIN. ! �.fj_ RESPONSIBLE FOR DETAILS AND ACCURACY;FOR CONFIRMING AND CORRELATING - - .,�„ SCT�G4tG'-CJ°Y i J (FS ALL QUANTITIES AND DIMENSIONS;FOR SELECTING FABRICATION PROCESSES;FOR PROPRIETARY NOTICE: C J\ TECHNIQUES OF ASSEMBLY;AND FOR PERFORMING WORK INA SAFE MANNER. r THIS DRAWING SHEET AND CONTENTS HEREIN ARE PROPERTY OF MP DRAFTING&DESIGN PROJECT NUMBER: Quit }S? r ttnfiS ,,,,0,,,0 AND ITS CUSTOMERS.USE OF THESE DRAWINGS,ITS CONTENT AND DESIGN CONCEPTS ®. ARE INTENDED FOR THE USE OF THE INTENDED RECIPIENT.MP DRAFTING&DESIGN AND 19-100 ITS CUSTOMERS ARE NOT RESPONSIBLE FOR USE BY OTHER PARTIES. PROJECT NAME: O City of Tigard DIMENSION REVISIONS TIGARD Appr•v °d Plans VERIFICATION REV DESCRIPTION DATE BY SHEET DESCRIPTION: I V� �_ 0 1ST SUBMITTAL 03.22.19 KMR COVER SHEET By ,� _ Date _1 fi 1 2ND SUBMITTAL 05.30.19 KM SHEET: OFIELD VERIFIED: ,/ GUARANTEED DIMENSIONS: Cl _ O O O O MTOHoop 4 �� -- p 0 0 0 0 GLASS . _ _ _ /_ � AV- O GRESHAM ,OR- 7030 3 M! P:503.667.0290 E2 F 3 ] ./* A - /7/// , i 0 ® , gill,/ __ / ® ////////� -. f- 5.5 437 ` M-)8tdi5aeftsIgnx A -_� 11/ 0 I I O ® ////////� / _/ 1-� © www.MPDRAFTING.com I/ �`L P:248.522.7096 / // ,, F:248.522.7030 C. lc- / ..,../-41 - O N® ���� �_ _ ARCHITECT: IDaR/ R*,o OTAK ARCHITECTS,INC. ® jil- 808 SW THIRD AVE.SUITE 300 PORTLAND,OR 97204 /���� �- P:503.287.6825 al 1 � — O ////%/ - • ARCHITECT NOTE: ...... _ AU.NOTES REQUESTING VERIFICATION, ® \\ CONFIRMATION, ANSWERED ARE ASSUMED INFORMATION TO BE THAT RE ® / /_� / CORRECT AS SHOWN ON THESE DRAWINGS. ® LOBBY / \� _ Nom / STAMPS/ - L., ® SUBMITTALS: 0 ��112aj O 0 _ ® ___ DCI ENGINEERS ® x No Exceptions Taken 0 _Note Markings Revise&Resubmit By: mkolv Date: 09/27/2019 THIS REVIEW IS FOR GENERAL CONFORMANCE TO THE DESIGN CONCEPT AND CONTRACT DOCUMENTS AS TO THE STRUCTURAL ELEMENTS DESIGNED BY DCI ENGINEERS.REVIEW OF ANY NON-STRUCTURAL ELEMENTS DEPICTED IN THIS REVISION DATE SUBMITTAL HAS BEEN SOLELY FOR THE PURPOSE OF EVALUATING THE IMPACT ON r� THE STRUCTURAL ELEMENTS DESIGNED BY DCI ENGINEERS.REVIEW OF THE 0 03.22.19 LEVEL 2- SPECULTY STRUCTURAL ENGINEERS(SSE)DESIGN IS FOR CONFORMANCE TO LEVEL 1- DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE BUILDING AND DOES 1 05.30.19 /1/P1 KEY PLAN / KEY PLAN NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN.MARKINGS OR ' 2/PP 1 COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS.THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY;FOR CONFIRMING AND CORRELATING I ALL QUANTITIES AND DIMENSIONS;FOR SELECTING FABRICATION PROCESSES;FOR ' TECHNIQUES OF ASSEMBLY;AND FOR PERFORMING WORK IN A SAFE MANNER PROJECT NUMBER: 19-100 PROJECT NAME: NOTE: TIGARD THESEOTE: PLANS VIEWS ARE FOR LOCATION cn LEVEL 02 - FLOOR PLANARCH.REF.(J\\ LEVEL 01 - FLOOR PLANSHEET DESCRIPTION: ARCH.REF. REFERENCE ONLY.WALLS AND STRUCTURES DRAWING SCALE A2.2 PLAN VIEW _ .y DRAWING SCALE A2.1 WITHIN THE IMMEDIATE SURROUNDINGS OF THE 24x36:1:100 24x36:1:100 SCOPE OF WORK HAVE BEEN INCLUDED.OTHER 11x17:1:200 11x17:1:200 WALLS AND STRUCTURES MAY NOT BE INCLUDED. SHEET: PLEASE REFER TO THE MOST CURRENT SET OF ARCHITECTURAL PLANS FOR FULL PLAN VIEWS. P1 IN r. ii DOD . 0 o 0 EASS / O OAti: 0: 530 E.POWELL BLVD. 0 GRESHAM,OR 97030 OP:503.667.0290 1 / ® 1 Arm-i A — �— — - 5.5 d aftjng C ® - — ,-- - 5.5 IVP& design WI _ fit WWW.MPDRAFTING.com ® ° P:248.522.7096 ® I % F:248.522.7030 La/FIRMLAM� ® - IIIIli ARCHITECT: ati / OTAK ARCHITECTS,INC. j 808 SW THIRD AVE.,SUITE 300 ® 0 /4r PORTLAND,OR 97204 P:503.287.6825 f .tahm_ M. O 7 i ARCHITECT NOTE: / hi. 7 ALL NOTES REQUESTING VERIFICATION, `� — 7.1 W O CONFIRMATION,OR INFORMATION THAT ARE O // //*/ NOTANSWEREDAREASSUMEDTO NE/ � 7 1CORRECT ASSHOWNONTHESEDRAWINGS.O® v\� ,TISTAMPS/ q ® \ SUBMITTALS: 0 Lilr 0 1 REVISION DATE LEVEL 3- LEVEL 4- 0 03.22.19 05.30.19 A KEY PLAN KEY PLAN : 3/P2/ //, . 4/P2 PROJECT NUMBER: 19-100 PROJECT NAME: NOTE: TIGARD �� LEVEL 03 - FLOOR PLAN ARCH.REF. THESE PLANS VIEWS ARE FOR LOCATION 1 4LEVEL 04 - FLOOR PLAN SHEET DESCRIPTION: REFERENCE ONLY.WALLS AND STRUCTURES ARCH.REF. P2 DRAWING SCALE A2.03 A2.04 PLAN VIEW WITHIN THE IMMEDIATE SURROUNDINGS OF THE �P2 DRAWING SCALE 24x36:1:100 SCOPE OF WORK HAVE BEEN INCLUDED.OTHER 24x36:1:100 11x17:1:200 WALLS AND STRUCTURES MAY NOT BE INCLUDED. 11x17:1:200 SHEET: PLEASE REFER TO THE MOST CURRENT SET OF P2 ARCHITECTURAL PLANS FOR FULL PLAN VIEWS. NOTE: ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION -/ . n D _ _ _ 0-,aS3 530 E.POWELL BLVD. GRESHAM,OR 97030 P:503.667.0290 1WadpeftsIgnisi www.MPDRAFTING.com P:248.522.7096 y.-p^ y,-p„ F:248.522.7030 [108"]R.O. [1081 R.O. 3/8" 8'-11 1/4" 3/8" 3/8" 8'-11 1/4" 3/8" ARCHITECT: JOINT [107 1/41 F.S. JOINT JOINT [107 1/41 F.S. JOINT 4.-2 5/8" 4'-2 5/8" 4'-2 5/8" 4'-2 5/8" _ OTAK ARCHITECTS,INC. [50 5/81 D.L.O. —(50 5/8"]D.L.O. ~[50 5/81 D.L.O.—' —[50 5/8"]D.L.O. 808 SW THIRD AVE.,SUITE 300 2" 2" 2" !- 2" 2" 2" PORTLAND,OR 97204 6z `m6Q io? O' N v e M O' 141 P:503.287.6825 R.O. - R.O. Li'E.: ARCHITECT NOTE: °rte° 6 co ••iv y�; ALL NOTES REQUESTING VERIFICATION, ® ® ,n,n ao • (� J L o w CONFIRMATION,OR INFORMATION THAT ARE iv N `� ® ® NOT ANSWERED ARE ASSUMED TO BE Em j r CORRECT AS SHOWN ON THESE DRAWINGS. of O e C O 5oLL fe f; O is-c° 1HO 49 fli) 93 ® 13 STAMPS/ OQ ,, ..ow . Ply fp C� fV �. �� j .-^ v r 7^ N� N Dt D4 a Na i0u fV tO� N + GL-1) GL-1) SUBMITTALS: i + ® ® u } t o am C1111 N NN , Clal N N C cm- ® ® ®IRO. 1 R.O. zerD COW a iom 'iu 4'-6" 4'-6" -[r h LEVEL 01 •1r C" 4'-6" 4'-6" Tfr VARIES R.O. [541 [541 R.O. q 0'-0" R.O. [54"] [54"] R.O. SF-1 ELEVATION SF-1 THUS REQ'D: 3 SF 2 ELEVATION SF-2 THUS REQ'D: 9 REVISION DATE 0 03.22.19 OPP REQ'D: 0 OPP REQ'D: 0 1 05.30.19 El DRAWING SCALE TOTAL REQ'D: 3 �11 DRAWING SCALE TOTAL REQ'D: 9 24x36:1/2"=1'-0" CASCADE 450-TOS SERIES SF 24x36:1/2^=1'-0° CASCADE 450-TOS SERIES SF 11x17:1/4"=1'-0" 11x17:1/4"=1'-0" FINISH:TBD FINISH:TBD PROJECT NUMBER: 19-100 PROJECT NAME: TIGARD SHEET DESCRIPTION: ELEVATIONS SHEET: El NOTE: ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION M73 ILO D a-- ASS 530 E.POWELL BLVD. GRESHAM,OR 97030 P:503.667.0290 dtaftjng & design www.MPDRAFTING.com P:248.522.7096 7'-s" _ _ 9,_0. F:248.522.7030 [931 R.O. [108"]R.O. 3/8" 7-81/4" 3/8" 3/8" __ 8'-11 1/4" 3/8" ARCHITECT: JOINT [92 1/4"]F.S. JOINT JOINT [1071/4"]F.S. JOINT 3'-7 1/8" 3'-7 1/8" 2'-8 5/8" _ 2'-10" 2'-8 5/8" OTAK ARCHITECTS,INC. ~[43 1/8"]D.L.O. [43 1/8"]D.L.O.~ [32 5/81 D.L.O. [34"]D.L.O.' -[32 5/8"]D.L.O. 808 SW THIRD AVE.,SUITE 300 F 2" 2" 2"- 2" 2" 2" 2" PORTLAND,OR 97204 coZ 6;oO a ooZ 5omC) C..)m'O N"' `9 o j N P:503.287.6825 N Q ] R.O. R.O. ® ® ® ® ® ARCHITECT NOTE: ALL NOTES REQUESTING VERIFICATION, rr CONFIRMATION,OR INFORMATION THAT ARE L NOT ANSWERED ARE ASSUMED TO BE iv 9, I. r CORRECT AS SHOWN ON THESE DRAWINGS. c6 O e ui 9 STAMPS/ ma �-- _ ca 1N ��J STAMPS/ ''`i SUBMITTALS: u ® ® V N 7 y() ; o (GLI 0 ® NN N ® ®® CD ? i R.O. R.O. Tr 3'-10 1/2" 3'-10 1/2" ‘ii VARIES �] 3'-0" 3'-0" 3'-0" l LEVEL 01 u r + [461/2"] [461/2^) R.O. i R.O. R.O. [3s"] i [3s"] [ss] R.O. 0'_0" SF-3 ELEVATION SF-3 THUS REQ'D: 3 SF-4 ELEVATION SF-4 THUS REQ'D: 1 REVISION DATE 0 03.22.19 OPP REQ'D: 0 OPP REQ'D: 0 1 05.30.19 E2 DRAWING SCALE TOTAL REQ'D: 3 E2 DRAWING SCALE TOTAL REQ'D: 1 24x36:1/2"=1'-0° CASCADE 450-TOS SERIES SF 24x36:1/2"=1'-0° CASCADE 450-TOS SERIES SF - - 11x17:1/4"=1'-0^ 11 x17:1/4"=1'-0" FINISH:TBD FINISH:TBD PROJECT NUMBER: 1 9-1 00 PROJECT NAME: TIGARD SHEET DESCRIPTION: ELEVATIONS SHEET: E2 NOTE: ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION II _ D }TODD 0..- ASS 530 E.POWELL BLVD. GRESHAM,OR 97030 P:503.667.0290 dCaftjng & design www.MPDRAFTING.com P:248.522.7096 9'-0" _ 4'-8 3/4" - F:248.522.7030 [108"]R.O. [56 3/4"]R.O. 3/8" 8'-11 1/4" 3/8" 3/8" 4'-8" 3/8" ARCHITECT: JOINT [107 1/4"]F.S. JOINT JOINT (561 F.S. JOINT 2'-8 5/8" 2'-10" 2'-8 5/8" -. 1_2" Z-0" OTAK ARCHITECTS,INC. [32 5/8"]D.L.O. [34"]D.L.O. [32 5/8"]D.L.O. [14"]D.L.O.�� r [36"] D.L.O./D.O. 808 SW THIRD AVE.,SUITE 300 z 2" J'T2. 2" 2" 1- 2"-2"- m 2" PORTLAND,OR 97204 MO m' MO ,°�n°O_ MO Zn6,0 r�ja rm1N P:503.287.6825 _ r o i, R.O. ARCHITECT NOTE: i°T.O iv 3 �Gl-1) ® 9 �" ALL NOTES REQUESTING VERIFICATION, N N •o iv D3 fV N r CONFIRMATION,OR INFORMATION THAT ARE s ® ® ® IL NOT ANSWERED ARE ASSUMED TO BE N N I CORRECT AS SHOWN ON THESE DRAWINGS. viL 9 Ocd O'E1E7, Nf ( ® 4811 Da 9 NN () LL Q LL . 9 STAMPS/ N �� + ON ® ® ® WN �N Q GDN an V j ` SUBMITTALS: 1 i mom °°o �112a�� ^� ago a a� NN •ON® ® D3 ® iNN c7, + CD i R.O. -1T� � i0 to a W(D N - � (GL 1 T� 1 3'-0" 3'-0" 3'-0" ]rolio VARIES / LEVEL 01 R.O. [36"] r [36"] r [36"] R.O. I 9 . rr R.O. p,_p" L L `v C, 1'-• 8" 3'-2 3/8" 18 3/8" [38 3/8"] R.d. 0. R.O. ' /'LH OUTSWING (SF-5 ELEVATION SF-5 THUS REQ'D: 3 SF-6 ELEVATION SF-6 THUS REQ'D: 1 REVISION DATE OPP REQ'D: 0 OPP REQ'D: 0 HW SET: 0 03.22.19 E3 DRAWING SCALE TOTAL REQ'D: 3 E3� DRAWING SCALE TOTAL REQ'D: 1 5 1 05.30.19 24x36:1/2"=1'-0" CASCADE 450-TOS SERIES SF 24x36:1/z"=1'-0^ CASCADE 450-TOS SERIES SF 11x17:1/4"=1'-0" FINISH:TBD 11x17:1/4"=1'-0" FINISH:TBD PROJECT NUMBER: 19-100 PROJECT NAME: TIGARD SHEET DESCRIPTION: ELEVATIONS SHEET: E3 ' i i WALL PANEL JI11 0 00 D ., .... ....,.. BY OTHERS VAPOR BARRIER BY OTHERS -F 1 EXTERIOR SHEATHING nn v BY OTHERS INSULATION '44BY OTHERS 530 E.POWELL BLVD. GRESHAM,OR 97030 I, FLASHING ___ BY OTHERS P:503.667.0290 METAL STUD FRAMING ` BY OTHERS 0,O `GYPSUM BY OTHERS &d Caftsij gn n N de z ll TOSH450 www.MPDRAFTING.com r3 w r 1 1�" • • F:248.522.7030 0 o z F:248.522.7030 z ARCHITECT: m oI OTAK ARCHITECTS,INC. d 808 SW THIRD AVE.,SUITE 300 TWJ450 PORTLAND,OR 97204 1-7.5/8"4.-1" I 2 7/8" -1GYPSUM P:503.287.6825 4 1/2" T-FF2 'milv00 BY OTHERS ARCHITECT NOTE: CDi -2- aaHEAD DETAIL n -METAL STUD FRAMING ALL NOTES REQUESTING VERIFICATION, .o� 450-TOS a BY OTHERS CONFIRMATION,OR INFORMATION THAT ARE DRAWING SCALE NOT ANSWERED ARE ASSUMED TO BE - 24x36:FULL ivW INSULATION CORRECT AS SHOWN ON THESE DRAWINGS. 11x17:HALF BY OTHERS •� EXTERIOR SHEATHING STAMPS/ - 2 2 SILL DETAIL — .' BY OTHERS SUBMITTALS: 450-TOS VAPOR BARRIER DI na.oi DRAWING SCALE . 01 BY OTHERS 24x36:FULL L i 11x17:HALF WALL PANEL BY OTHERS 4 1/2" 1-5/8"1-.--1" I 27/8" 3/8" - f I JOINT-�'- z y —D.L.O.DIMENSION- 2" .— m F.S.DIMENSION z O O R.O.DIMENSION z z O z - Li, y - ji 7-3 TSM450/ST JAMB DETAIL REVISION DATE o LL \ 450 450-TCS 0 03.22.19 DRAWING SCALE O \.°1.....2.7/24x36:FULL 1 05.30.19 ce N 7 1, - - �\\ 11x17:HALF I FLASHING - eI. TSF-200 BY OTHERS PROJECT NUMBER: a I I II II�v V VAPOR BARRIER 19-100 BY OTHERS I -WALL PANEL PROJECT NAME. -. BY OTHERS TIGARD METAL STUD FRAMING NOTE: BY OTHERS FASTENERS SHOWN FOR LOCATION SHEET DESCRIPTION: REFERENCE ONLY.FASTENER TYPE,SIZE EXTERIOR SHEATHING DETAILS BY OTHERS AND SPACING ARE TO BE DETERMINED BY THE CUSTOMER. I INSULATION SHEET: BY OTHERS NOTE: D1 IGYPSUM ALL DIMENSIONS TO BE FIELD 1 � � . I BY OTHERS VERIFIED PRIOR TO FABRICATION • STEEL ANGLE BY OTHERS GYPSUM BY OTHERS M= INSULATION u /u - ❑ 1-i-L (i) D ••.• I • BY OTHERS _ I - . BR / I BYOTHERSnQ l�� SLI/ / NU EXTERIOR SHEATHING BY OTHERS 530 E.POWELL BLVD. / METAL STUD FRAMING GRESHAM,OR 97030 BY OTHERS P:503.667.0290 - /'/'/ VAPOR BARRIER "rt'i`'.' BY OTHERS FLASHING mZ 0 BY OTHERS CEILING Qd Caftjng "' P�, BY OTHERS Ol design O z W• Z � � TosH45o vuww.MPDRAFTiNG.com P:248.522.7096 p ' F:248.522.7030 O p Lu d ai o LL � _ ARCHITECT: p OTAK ARCHITECTS,INC. O p 808 SW THIRD AVE.,SUITE 300 4 I I TWJ450 PORTLAND,OR 97204 k5/8"-i--1" 2 7/8" P:503.287.6825 4 1/2" T-FF200 GYPSUM BY OTHERS ARCHITECT NOTE: a0 ALL NOTES REQUESTING VERIFICATION, C=1' 7.)HEAD DETAIL 450 TOS N WALL CONFIRMATION,OR INFORMATION THA;DEAN ARE BY OTHERS NOT ANSWERED ARE ASSUMED TOT BE DRAWING SCALE i� 1r INSULATION CORRECT AS SHOWN ON THESE DRAWINGS. 24x36:FULL `� 11x17:HALF v BY OTHERS METAL STUD FRAMING STAMPS/ BY OTHERS SUBMITTALS. 2 SILL DETAIL \ C J 450-TOS — EXTERIOR SHEATHING DRAWING SCALE sIII.Pr BY OTHERS 24x36:FULL 11x17:HALF — — — —�� VAPOR BARRIER �I�rJ la BY OTHERS 4 1/2" -5/8"-I -1" 1- 2 7/8" dZo FLASHING 1 3/8" BY OTHERS T JOINT f z0 BRICK z —D.L.O.DIMENSION 2" BY OTHERS p F.S.DIMENSION z Q i O J R.O.DIMENSION z z z w p O 8 „ 1�� TSM450/ST 6 s JAMB DETAIL REVISION DATE p LL 450 TOS 0 03.22.19 O oz �'°e DRAWING SCALE 1 05.30.19 2—s, I . 24x36:FULL SILL BY OTHERS 11x17:HALFI - � FLASHING _ L- TSF-200 G BY OTHERS PROJECT NUMBER: //�■_� -- VAPOR BARRIER 9"1 OO �. :_ BY OTHERS I METAL STUD FRAMING PROJECT NAME: ij BY OTHERS _ TIGARD , NOTE: TIGARD SHEATHING BY OTHERS FASTENERS SHOWN FOR LOCATION SHEET DESCRIPTION: REFERENCE ONLY.FASTENER TYPE,SIZE DETAILS BRICK AND SPACING ARE TO BE DETERMINED BY OTHERS BY THE CUSTOMER. INSULATION SHEET: BY OTHERS NOTE: GYPSUM ALLLLDIMENSIONS TO BE FIELD D 2 BY OTHERS VERIFIED PRIOR TO FABRICATION WALL PANEL j\\j/tr- Ei J BY OTHERS VAPOR BARRIER BY OTHERS GLASS— EXTERIOR SHEATHING• k 667°1111111111111111111111111111111111."—,:w. BY OTHERS 0.__ ______________:41 INSULATION BY OTHERS 530 E.POWELL BLVD. 1 GRESHAM,OR 97030 I, FLASHING BY OTHERS P:503.667.0290 hl METAL STUD FRAMING BY OTHERS 1- M O GYPSUM BY OTHERS d aftjng N & design 0 t TosH4so www.MPDRAFTING.com 3 P:248.522.7096 W r F:248.522.7030 o 0 O ce N zARCHITECT: LL N W OTAK ARCHITECTS,INC. O 10 808 SW THIRD AVE.,SUITE 300 t II TWJ45D PORTLAND,OR 97204 I-518"-1-1" I 2 7/8" 1 P:503.287.6825 illiiii GYPSUM 4 1/2" T-FF200 BY OTHERS ARCHITECT NOTE: Co METAL STUD ALL NOTES REQUESTING VERIFICATION, 7 , HEAD DETAIL N BY OTHERS FRAMING CONFIRMATION,OR INFORMATION THAT ARE 450-TOS NOT ANSWERED ARE ASSUMED TO BE D3138.31 DRAWING SCALE „ INSULATION CORRECT AS SHOWN ON THESE DRAWINGS. 24x36:FULL N BY OTHERS 11x17:HALF v — — — — — �� EXTERIOR SHEATHING STAMPS/ s — BY OTHERS SILL DETAIL SUBMITTALS: 450-TOS VAPOR BARRIER D3 X01 DRAWING SCALE BY OTHERS 24x36:FULL ' WALL PANEL 11x17:HALF BY OTHERS 41/2" 1 - - - - - F-5/8"�-I�1" I 2 7/8" 1 6 - u> 3/8" - t I JOINT 0 m D.L.O.DIMENSION 2" _z2 F. S.DIMENSION - o O - Z z o R.O.DIMENSION O W AL ( m w uj �� �� \ TSM450/ST o LL 4 DJAMB DETAIL REVISION DATE \ / 450-TOS 0 03.22.19 O '� <— \ ADRAWING SCALE 1 05.30.19 ¢ N / \ 24x36:FULL 11x17:HALF - "' ", LASHING PROJECT NUMBER: 1 'F-1,!. TSF-200 /—FBYOTHERS AIIMVAPOR BARRIER 19-100 �,. ., BY OTHERS r-r , , MI WALL PANEL PROJECT NAME: BY OTHERS TIGARD _ I 111 METAL STUD FRAMING NOTE: I, BY OTHERS FASTENERS SHOWN FOR LOCATION SHEET DESCRIPTION: REFERENCE ONLY.FASTENER TYPE,SIZE EXTERIOR SHEATHING AND SPACING ARE TO BE DETERMINEDr -A DETAILS BY OTHERS BY THE CUSTOMER. INSULATION SHEET: BY OTHERS GYPSUM NOTE: D BY OTHERS ALL DIMENSIONS TO BE FIELD 3 VERIFIED PRIOR TO FABRICATION " STEEL ANGLE • BY OTHERS n neo , r BO DI I 1 GYPSUMILII\VY/IIJI n / • BY OTHERS / INSULATION 4 1/2" / BY OTHERS -5/8",1" I 2 7/8" 1 0�ASSBRICK 1 } iiiiilililil .,--... - : ..-, "- .. _, -. - - .% r A nirs— BY OTHERS O ❑ 530 E.POWELL BLVD. EXTERIOR SHEATHING w GRESHAM,OR 97030 ,II I BY OTHERS 5 / METAL STUD FRAMING O P.503.6670290 I __�. I BY OTHERS o a`:: FLASHING 1 i 1..,:,:l BY OTHERS w z z z ��ff \ TOH450/ST MO O 0 d Caftjng W W & d g N esl n o ° `� w ww .MPDRAFTING.com i(Jz Z TOSH450 A u I„_ z nL- P:248.522.7096 S I F:248.522.7030 a o Z c E 0 w 1 w I ARCHITECT: ❑ p OTAK ARCHITECTS,INC. 1O d 808 SW THIRD AVE.,SUITE 300 1 + PORTLAND,OR 97204 5/8"--[----1" I 2 7/8” P:503.287.6825 4 1/2" ARCHITECT NOTE: 11 _ HORIZ. DETAIL ALL NOTES REQUESTING VERIFICATION, 10 6 HEAD DETAIL 450-TOS CONFIRMATION,OR INFORMATION THAT ARE 450-TOS DRAWING SCALE NOT ANSWERED ARE ASSUMED TO BE D4 M'01 DRAWING SCALE — 24x36:FULL CORRECT AS SHOWN ON THESE DRAWINGS. 24x36:FULL 11x17:HALF 11x17:HALF STAMPS/ (11 SILL DETAIL SUBMITTALS: 450-TOS DRAWING SCALE 24x36:FULL TOV452 11x17:HALF 4 1/2" -5/8"-r-1" I 2 7/8" OHF450 N c N 0 <.,____ Z Z p z o W z _ - z W 1212 � • � TSM450/ST REVISION DATE ❑ d \ 0 03.22.19 _ 1 05.30.19 6 N •,-----1 N } PROJECT NUMBER: 1 , , TSF-200 --D.L.O.DIMENSION 2" D.L.O.DIMENSION 19-100 _100 in F.S.DIMENSION 1 + 4 t 41. - PROJECT NAME: ° °4 4 ° 4 ° 4: 4 a ° ° 4. . d. R.O.DIMENSION TIGARD . 4 4 a a 4 ° o .4 .4 a 4 .a 4 .4 _ NOTE: CONCRETE�° 4 4 ° a 4 wa a. °° 4 4 FASTENERS SHOWN FOR LOCATION �2 VERT. DETAIL SHEETDESCRIPTION: BY OTHERS 4 4 �^ 4 m 4 450-TOS REFERENCE ONLY.FASTENER TYPE,SIZE a ° 4. .4 - 4 - a 44 DRAWING SCALE a 4 4 ��24x36:FULL AND SPACING ARE TO BE DETERMINED ° 4- 4 4 . 4 „ A. _ _ - 11x17:HALF BY THE CUSTOMER. SHEET: NOTE: D 4 ALLLL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION V'o HDD) 4 1/2" 0 -=A S S 530 E.POWELL BLVD. GRESHAM,OR 97030 P:503.667.0290 4 1/2" —5/8"-1-- 1" , 2 7/8" WidpeftsIgnfil Z _ - s z o w ww.MPDRAFTING.com P:248.522.7096 6 F:248.522.7030 ��� I���JJJ1�i«ff TOH450/ST ARCHITECT: OTAK ARCHITECTS,INC. N 7 }i 808 SW THIRD AVE.,SUITE 300 PORTLAND,OR 97204 Z Z 2 oHFaso [ O O O P:503.287.6825 7 S'IU z z z O O Jd —� 2 2 2 ARCHITECT NOTE: tq T) O 5 0 w w O ai O ALL NOTES REQUESTING VERIFICATION, W W ¢ LL o CONFIRMATION,OR INFORMATION THAT ARE O o NOT ANSWERED ARE ASSUMED TO BE d vi CORRECT AS SHOWN ON THESE DRAWINGS. Q STAMPS/ z SUBMITTALS: z W m s 0 1-7 ----- NOTE: THRESHOLD TO BE SET IN CONTINUOUS BED OF SEALANT 9/16" I I 1" 1- 2 15/16" -$ 4 1/2" -1 (d ° c REVISION DATE 0 03.22.19 • o 4 v: d 'e c n .a 1 05.30.19 e e . 4 - c v. d e -a e a e ° - � A a ° ° '° 4;d CONCRETEa 4 8 e ' q BY OTHERSe a d ,. .0 V. c ° m e a° d PROJECT NUMBER: 4c a' ° d .. a 19-100 PROJECT NAME: TIGARD 13 DOOR HEAD DETAIL (14 )DOOR HEAD DETAIL NOTE: 450-TOS 450-TOS FASTENERS SHOWN FOR LOCATION SHEET DESCRIPTION: Ds DRAWINGSCALE _ DRAWINGSCALE REFEENCE ONLY.FASTENER TYPE,SIZE24x36: DETAILS - 11x17:HALF 11x17:HALF AND SPACING ARE TO BE DETERMINED BY THE CUSTOMER. SHEET: NOTE: D5 ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION iVo _FL0o30 (2 �ASS 530 E.POWELL BLVD. GRESHAM,OR 97030 P:503.667.0290 d aftjng & design www.MPDRAFTING.com P:248.522.7096 F:248.522.7030 1 1 ARCHITECT: TWJ450 TOV452 OTAKARCHITECTS,INC. i T-FF200 GYPSUM 808 SW THIRD AVE.,SUITE 300 BY OTHERS PORTLAND,OR 97204 to Co OHF450 r° '-- WALL i•-: P:503.287.6625 CV BY OTHERS N �/ N N ARCHITECT NOTE: P _ INSULATION' 3 i ALL NOTES REQUESTING VERIFICATION, BY OTHERS a CONFIRMATION,OR INFORMATION THAT ARE 1 (-� j = NOT ANSWERED ARE ASSUMED TO BE Fi o METAL STUD FRAMING — N I — L \ BY OTHERS < CORRECT AS SHOWN ON THESE DRAWINGS. • r ` A EXTERIOR SHEATHING - _ - STAMPS/ BY OTHERS — -' _J� _ — — SUBMITTALS: VAPOR BARRIER _ILi 317 1 - BY OTHERS — — — — to _ FLASHING to 6 rn 3/8" �BY OTHERSul JOINT�� m BRICK D.O.DIMENSION - - 2" BY OTHERS D.L.O.DIMENSION 2" D.O.DIMENSION F.S.DIMENSION F.S.DIMENSION - R.O.DIMENSION R.O.DIMENSION 15 s DOOR JAMB DETAIL (1IlIi24X36 450 TOS 450 TOS \ FL.FULL 24x36.FULL 11x17:HALF 11x17:HALF REVISION DATE 0 03.22.19 1 05.30.19 PROJECT NUMBER: 19-100 PROJECT NAME: TIGARD NOTE: FASTENERS SHOWN FOR LOCATION SHEET DESCRIPTION: REFERENCE ONLY.FASTENER TYPE,SIZE DETAILS AND SPACING ARE TO BE DETERMINED BY THE CUSTOMER. SHEET: NOTE: D6 ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION -Powers. FASTENERS PRODUCT INFORMATION Tapper+ Tapper+ Concrete Screw Anchor SECTION CONTENTS Page No. • PRODUCT DESCRIPTION General Information 1 •• Installation Specifications 2 The Tapper+fastening system is a complete family of screw anchors for light to medium duty ASD Installation Specifications....3 • applications in concrete, masonry block, brick,and wood base materials.The Tapper+is fast Reference Performance Data 4 and easy to install and provides a neat,finished appearance.The Tapper+screw anchor is ASD Design Criteria 5 -1 engineered with matched tolerance drill bits and installation tools designed to meet the needs of the user and also provide optimum performance.The Tapper+features a gimlet point for Masonry Performance Data 6 self-drilling into wood base materials without pre-drilling. Strength Design Information 9 The Tapper+screw anchor is available in carbon steel with a Perma-Seal climate coating in SD Performance Data 12 several colors. Head styles include a slotted hex washer head, Phillips flat head,trim Phillips flat Ordering Information 13 head and Hex flange washer head. GENERAL APPLICATIONS AND USES 040 ' •Window installations •Storm shutters • Interior hand rails • Interior lighting fixtures ) "J J r , r • Metal door frames •Thresholds 21 rt) I=. •Joint flashing •Screened Enclosures FEATURES AND BENEFITS • . IM111MIMIIMs► +Available in several head styles Perma-Seal Coated Carbon +Several colors and finishes to match application CC CI "\, Steel Tapper+ +Removable(reusable in wood) C G +High-low thread design for greater stability and grip SEP o 0 2019 +Does not exert expansion forces ANCHOR MATERIALS +No hole spotting requiredTIGCarbon Steel with Perma-Seal Coating +Good corrosion protection with Perma-Seal coating UILDTY OF BUILDING DIVISION +Gimlet point for self drilling into wood base material ANCHOR SIZE RANGE(TYP.) APPROVALS 3/16"diameter x 1-1/4"to 4"lengths 1/4"diameter x 1-1/4"to 6"lengths International Code Council, Evaluation Service(ICC-ES), ESR-3068 for uncracked concrete 5/16"diameter x 1-3/4"to 6"lengths (including FBC supplement), ESR-3042 for wood, ESR-3213 for chemically treated lumber. Code compliant with the International Building Code(IBC)and the International Residential Code(IRC). SUITABLE BASE MATERIALS Tested in accordance with ACI 355.2 and ICC-ES AC193 (including ASTM E 488)for use in Normal-weight Concrete structural concrete, ICC-ES AC106 for use in masonry, ICC-ES AC233 for use in wood,and Lightweight Concrete ICC-ES AC257 for use in pressure treated lumber Grouted Concrete Masonry, Evaluated and qualified by an accredited independent testing labortatory for reliability against Hollow Concrete Masonry(CMU) brittle failure,e.g. hydrogen embrittlement Solid Brick Masonry Miami-Dade County Notice of Acceptance(NOA) 10-0505.05 Wood GUIDE SPECIFICATIONS ICC CSI Divisions: 03 16 00-Concrete Anchors, 04 05 19.16-Masonry Anchors, 05 05 19-Post-Installed Concrete Anchors and 06 05 23-Wood, Plastic, and Composite Fastenings. Concrete Screw Anchors shall be Tapper+anchors as supplied by Powers Fasteners, Inc., Brewster, NY. MIAMI-DADE COU MATERIAL SPECIFICATIONS This Product Available In Anchor Component Perma-Seal Tapper PDA Anchor Body Case hardened carbon steel Coating/Plating/Finish Perma-seal coating(various colors) Powers Design Assist Real Time Anchor Design Software www.powersdesignassist.com Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 1 -Powers. Tapper+ PRODUCT INFORMATION FASTENERS 1- in INSTALLATION SPECIFICATIONS . n • I Perma-Seal Carbon Steel Hex Head Tapper+ Perma-Seal Carbon Steel Flat Head Tapper+ •_ Anchor Diameter,d Anchor Diameter,d n Dimension 3/16" 1/4" 5/16" Dimension 3/16' 1/4" 5/16' > Tapper+Drill Bit Size,dba(in.) 5/32" 3/16" 1/4" Tapper+Drill Bit Size,dbh(in.) 5/32" 3/16" 1/4" F. Fixture Clearance Hole,dh(in.) 1/4" 5/16" 5/16" Fixture Clearance Hole,dh(in.) 1/4" 5/16" 5/16" Head Height(in.) 7/64" 9/64" 1/4" Phillips Head O.D.,(in.) 3/8" 1/2" 9/16" Hex Head Wrench/Socket Size 1/4" 5/16" 5/16" Phillips Head Height,(in.) 9/64" 3/16" 9/32" Washer O.D.,dW(in.) 11/32" 13/32" 9/16" Phillips Bit Size(No.) 2 3 3 Washer Thickness,(in.) 1/32" 1/32" 1/16" Installation Procedure [_ J % F- V n ii ; ,gr -, / 0, 7 0 i 0,,.. .... .-t: ,_. ,...---7), I 1.)Using the proper Tapper+drill bit 2.)Remove dust and debris 3.)For 3/16"and 1/4"sizes,attach a Tapper 4.)For 3/16"and 1/4'sizes,place the point size,drill a hole into the base material from hole using a hand pump, 1000 installation socket tool for the selected of the Tapper+anchor through the fixture into • to the required depth.The tolerances compressed air or a vacuum to anchor size to a percussion drill and set the drill to the predrilled hole and drive the anchor until it of the Tapper+bit used must meet remove loose particles left from rotary only mode.Mount the screw anchor head is fully seated at the proper embedment.The the requirements of the published drilling. into the socket.For flat head versions a phillips bit socket tool will automatically disengage from range in Table 1. tip must be used with the socket tool. the head of the Tapper+. Note:Step#1 and#2 not applicable for wood base materials,drill bit not applicable For the 5/16"size,select a powered impact For the 5/16"size,drive the anchor with an for wood base materials. wrench that does not exceed the maxumum impact wrench through the fixture and into torque,T,,,,,,,for the selected anchor diameter. the hole until the head of the anchor comes Attach an appropriate sized hex socket or phillips into contact with the fixture.The anchor bit to the impact wrench.Mount the screw anchor must be snug after installation.Do not spin head into the socket or phillips bit. the hex socket or phillips bit off the anchor to disengage. Head Marking QLegend Matched Tolerance System 'P'Marking=Powers Tapper+ i +'Symbol=Strength Design Compliant Anchor , _ ._ " „. Length Identification Mark *=5/16"Diameter Identification mark Perma-S l coating provides SelfTapping Gimlet Point protection against corrosion Hi-low thread Designed and tested as a system for consistency and reliability Tapper+Length Code Identification System Length ID marking on head 0 A B C D E F G H I J Overall anchor From 1 1-1/2 2 2-1/2 3 3-1/2 4 4-1/2 5 5-1/2 6 length 4d„ Up to but (inches) not including 1-1/2 2 2-1/2 3 3-1/2 4 4-1/2 5 5-1/2 6 6-1/2 e 2 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA:(800)524-3244 or(914)235-6300 ?owers FASTENERS PRODUCT INFORMATION Tapper+ INSTALLATION SPECIFICATIONS Installation Table for Tapper+in Concrete a . Nominal Anchor Size On.) Anchor Property/Setting Information Notation Units 3/16 1/4 5/16 Anchor outside diameter d in. 0.145 0.185 0.250 '' (mm) (3.7) (4.7) (6.4) in. 3/16 1/4 5/16 Nominal drill bit diameter 4, (mm) Tapper+Bit Tapper+Bit Tapper+Bit 0.170 0.202 0.255 Tapper+bit tolerance range - in. to to to 0.176 0.207 0.259 in. 1-3/4 1-3/4 1-7/8 Minimum embedment depth h" (mm) (44.4) (44.4) (47.6) in. 2 2 2-1/4 Minimum hole depth h° (mm) (50.8) (50.8) (57) Hex Head Socket Size . - 1/4 5/16 5/16 Phillips Bit Size - 2 3 3 Max Impact Wrench Power r,CRw ftlbs - - 115 (N-m) (150) For SI:1 inch=25.4 mm,1 ft-Ibf=1.356 N-m. Installation Table for Tapper+in Masonry Nominal Anchor Size(in.) Anchor Property/Setting Information Notation Units 3/16 1/4 5/16 . Anchor outside diameter d in. 0.145 0.185 0.250 (mm) (3.2) (4.7) (6.4) in. 3/16 1/4 5/16 Nominal drill bit diameter dm (mm) Tapper+Bit Tapper+Bit Tapper+Bit 0.170 0.202 0.255 Tapper+bit tolerance range - in. to to to 0.176 0.207 0.259 Minimum embedment depth h in. 1-1/2 1-1/2 2-1/2 (Grout Filled Masonry) " (mm) (38.1) (38.1) (63.5) Minimum hole depth h in. 1-3/4 1-3/4 2-3/4 (Grout Filled Masonry) ° (mm) (44.4) (44.4) (69.9) Minimum embedment depth h in. 1 1 1-1/2 (Hollow Masonry) (mm) (25.4) (25.4) (38.1) Minimum hole depth ho in. 1-1/4 1-1/4 1-3/4 (Hollow Masonry) (mm) (31.8) (31.8) (44.5) Hex Head Socket Size - 1/4 5/16 5/16 Phillips Bit Size - - 2 3 3 Installation Table for Tapper+in Wood Anchor Property/Setting Information Notation Units Nominal Anchor Size(in.) Tapper+Anchor Detail 3/16 1/4 Anchor outside diameter d in. 0.145 0.185 (mm) (3.7) (4.7) db— -:i + Nominal drill bit diameter dni in. Pre-drilling is not required for Tapper+into d° (mm) wood Hex Head Socket Size - - 1/4 5/16 .j, Phillips Bit Size 2 3 "°" " hoI dbif _ (Slotted hex head version pictured,flat head length measured from bottom of head to tip of anchor) e Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 3 ?owers. Tapper+ PRODUCT INFORMATION FASTENERS REFERENCE PERFORMANCE DATA r• A Ultimate Load Capacities for Tapper+in Normal-Weight Concrete'-2 1 Asp Minimum Concrete Compressive Strength Nominal Minimum f'c=2,500psi(17.3Yc=8,000 Anchor Embedment MPa) Yc=3,000 psi(20.7 MPa) Yc=4,000 psi(27.6 MPa) f'c=6,000 psi(41.4 MPa) psi(55.2 MPa) Diameter Depth d in. Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 3/16 1-3/4 1,240 985 1,310 985 1,430 985 1,615 985 1,760 985 (44.4) (5.5) (4.4) (5.8) (4.4) (6.4) (4.4) (7.2) (4.4) (7.8) (4.4) 1/4 1-3/4 1,855 1,500 1,995 1,500 2,235 1,500 2,630 1,500 2,995 1,500 (44.4) (8.3) (6.7) (8.9) (6.7) (10.0) (6.7) (11.7) (6.7) (13.3) (6.7) 1-3/4 2,520 2,000 2,760 2,000 3,185 2,720 3,350 2,720 3,625 2,720 (49.2) (11.2) (8.9) (12.3) (8.9) (14.2) (12.1) (14.9) (12.1) (16.1) (12.1) 5/16 2-1/2 3,365 2,000 3,625 2,000 3,625 2,720 3,625 2,720 3,625 2,720 (63.5) (15.0) (8.9) (16.1) (8.9) (16.1) (12.1) (16.1) (12.1) (16.1) (12.1) 3 3,780 2,000 3,780 2,000 3,780 2,720 3,780 2,720 3,780 2,720 (76.2) (16.8) (8.9) (16.8) (8.9) (16.8) (12.1) (16.8) (12.1) (16.8) (12.1) 1.Tabulated load values are for anchors installed in concrete.Concrete compressive strength must be at the specified minimum at the time of installation. 2.Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. Allowable Load Capacities for Tapper+in Normal-Weight Concrete''2'3 Minimum Concrete Compressive Strength Nominal Minimum • Anchor Embedment Yc=2,500 psi(17.3 MPa) Yc=3,000 psi(20.7 MPa) Yc=4,000 psi(27.6 MPa) Yc=6,000 psi(41.4 MPa) Yc=8,000 psi(55.2 MPa) Diameter Depth d in. in. (mm) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 3/16 1-3/4 310 245 325 245 360 245 400 245 440 245 (44.4) (1.4) (1.1) (1.4) (1.1) (1.6) (1.1) (1.8) (1.1) (2.0) (1.1) 1/4 1-3/4 460 375 495 375 555 375 655 375 750 375 (44.4) (2.0) (1.7) (2.2) (1.7) (2.5) (1.7) (2.9) (1.7) (3.3) (1.7) 1-3/4 630 500 690 500 795 680 840 680 905 680 (49.2) (2.8) (2.2) (3.1) (2.2) (3.5) (3.0) (3.7) (3.0) (4.0) (3.0) 5/16 2-1/2 840 500 905 500 905 680 905 680 905 680 (63.5) (3.7) (2.2) (4.0) (2.2) (4.0) (3.0) (4.0) (3.0) (4.0) (3.0) 3 945 500 945 500 945 680 945 680 945 680 (76.2) (4.2) (2.2) (4.2) (2.2) (4.2) (3.0) (4.2) (3.0) (4.2) (3.0) 1.Allowable load capacities listed are calculated using and applied safety factor of 4.0. Consideration of safety factors of 10 or higher may be necessary depending on the application,such as life safety or overhead. 2.Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. 3.Allowable load capacities are multiplied by reduction factors found when anchor spacing or edge distances are less than critical distances. e 4 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA:(800)524-3244 or(914)235-6300 . ?owers FASTENERS PRODUCT INFORMATION Tapper+ ALLOWABLE STRESS DESIGN (ASD) DESIGN CRITERIA � {{lF •� UF Spacing Reduction Factors-Tension(Ns) Edge Distance Reduction Factors-Tension(FNc) Diameter(in) 3/16 1/4 5/16 Diameter(in) 3/16 1/4 5/16 Critical Spacing SQ (in) 3.69 3.69 3.30 Critical Edge Distance cg (in) 3 3 2-1/2 Minimum Spacing smin (in) 1 2 2 Minimum Edge Distance cmin (in) 1-3/4 1-3/4 1-1/2 Min.Slab Thickness hmin(in) 3-1/4 3-1/4 3-1/4 Min.Slab Thickness hmin(in) 3-1/4 3-1/4 3-1/4 Minimum Embedment h,(in) 1-3/4 1-3/4 1-7/8 Minimum Embedment h,(in) 1-3/4 1-3/4 1-7/8 3/4 - - - 1-1/4 - - - 1 0.68 - - 1-1/2 - - 0.60 1-1/4 0.71 1-3/4 0.58 0.58 0.70 1-1/2 0.74 - - 2 0.67 0.67 0.80 1-3/4 0.77 - - . 2-1/4 0.75 0.75 0.90 0 `' 2 0.80 0.80 0.83 0, 2-1/2 0.83 0.83 1.00 0 2-1/4 0.83 0.83 0.86 w 2-3/4 0.92 0.92 1.00 0, 2-1/2 0.86 0.86 0.89 3 1.00 1.00 1.00 0 "' 2-3/4 0.89 0.89 0.93 3 0.92 0.92 0.96 3-1/2 0.98 0.98 1.00 4 1.00 1.00 1.00 Spacing Reduction Factors-Shear(F") Edge Distance Reduction Factors-Shear(Fvc) Diameter(in) 3/16 1/4 5/16 Diameter(in) 3/16 1/4 5/16 Critical Spacing Sa (in) 3.69 3.69 3.30 Critical Edge Distance c, (in) 3.7 3.7 3.3 Minimum Spacing sm;, (in) 1 2 2 Minimum Edge Distance c,,,i, (in) 1-3/4 1-3/4 1-1/2 Min.Slab Thickness hmin(in) 3-1/4 3-1/4 3-1/4 Min.Slab Thickness hmin(in) 3-1/4 3-1/4 3-1/4 Minimum Embedment h„(in) 1-3/4 1-3/4 1-7/8 Minimum Embedment h,(in) 1-3/4 1-3/4 1-7/8 3/4 - - 11/4 - - - 1 0.79 - - 1-1/2 - - 0.45 1-1/4 0.81 - - 1-3/4 0.47 0.47 0.53 11/2 0.83 - - 2 0.54 0.54 0.61 V N 0 L, 1-3/4 0.85 - - 0 2-1/4 0.61 0.61 0.68 2 0.87 0.87 0.88 2-1/2 0.68 0.68 0.76 0 0 21/4 0.89 0.89 0.90 2-3/4 0.75 0.75 0.83 w 2-1/2 0.91 0.91 0.93 3 0.81 0.81 0.91 n "' 2-3/4 0.93 0.93 0.95 3-1/2 0.95 0.95 1.00 3 0.95 0.95 0.97 4 1.00 1.00 1.00 3-1/2 0.99 0.99 1.00 4 1.00 1.00 1.00 e Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 5 ' irM7Buiidex d TEK, ® _ . .., , Self-Drilling Fasteners The bestint ever for speed and consistency... optimum for .: . . TM ,,,.I medium duty steel-to-steel applications. ' Applications r' Roof deck to steel framing. Roof clip to steel framing. C/J ILWall panel to girt. I4 Retrofit framing. m AK Duct work to steel framing. fiii Commercial overhead steel doors,hinges&latches. r- '' Accessories to steel framing riuduct Feature, 10 0 " Point has precise cutting edges to improve drill Alibi Drills and taps in the broadest range of applications. performance with less effort. C7 AIL Climaseal4 finish provides excellent corrosion Alt. Non-walking point provides fast material engagement. resistance and lower tapping torque. '."1 fa Point to thread design maximizes pullout performance O and minimizes backout. Z Product Specifications Head Style Diameter #12, 1/4 — Thread Form 12-14 1/4-14 ,....i . , _ , ` Head Style #12: 5/16"HWH 1/4: 3/8"HWH Hex Washer Head Hex Washer Head Q 1/4 Overhead Door Fasteners with Serrations c 7/16"HWH with Serrations C) "1 Drill Point Teks 2 DO Teks 3 m Finish Climaseal O Zi y Z 0 N Approvals and ustin9 ov Factory Mutual(J.I.2 X 9A2 AM), ICC ER-3056, ICC ESR-1976 N 7 TEKS„SELF-DRILLING FASTENERS Product Report No. 02702 Selector Guide • Part Description Head Drill Drill&Tap Max.Material Box Applications Number Style Point Capacity Attachment Qty pp 1134000 12-14 x 3/4" HWH #3 .036-.210 .270 5,000ak .Roof deck to steel framing ` 1136000 12-14 x 1" HWH #3 .036-.210 .520 4,000 Ilk 1120000 12-14 x 1-1/4" HWH #2 .036-.210 .550 4,000 •Wall panel to girt ' 1123000 12-14 x 1-1/2" HWH #2 .036-.210 .800 2,500 1140000 12-14 x 2" HWH #3 .036-.210 1.450 2,000 •Duct work to steel framing 1553000 _12-14 X 2-1/2,'f HWH #3 .036-.210 1.950 1,000 J',. 1143000 12-14 x 3" HWH #3 .036-.210 2.450 1,000 •Accessories to steel framing 1146000 12-14 x 4" HWH #3 .036-.210 3.450 500 1147000 1/4-14 x 3/4" HWH #3 .036-.210 .210 3,000 •Clip to steel framing 1149000 1/4-14 x 1" HWH #3 .036-.210 .400 2,500 1150000 1/4-14 x 1-1/4" HWH #3 .036-.210 .650 2,000 •Retrofit framing 1152000 1/4-14 x 1-1/2" HWH #3 .036-.210 .900 2,000 1155000 1/4-14 x 2" HWH #3 .036-.210 1.400 1,500 1554000 1/4-14 x 2-1/2" HWH #3 .036-.210 1.900 1,000 1157000 1/4-14 x 3" HWH #3 .036-.210 2.400 1,000 � 1304000 1/4-14 x 4" HWH #3 .036-.210 3.400 500 ''. y 1586000 1/4-14 x 3/4" *HWH #3 .036-.210 .250 3,000 • Commercial overhead steel 1587000 1/4-14 x 1" *HWH #3 .036-.210 .500 2,500 doors, hinges&latches. *7/16"Across Flats HWH with serrations under head. Performance Da; . PULLOUT VALUES(average lbs.ultimate) SHEAR VALUES(average lbs.ultimate) Fastener Steel Gauge Fastener Steel Gauge(lapped) Dia. Pt. 26 24 22 20 18 16 14 12 3/16 Dia. Pt. 26 24 22 20 18 16 14 12 156 243 283 375 605 848 1181 1856 3520 12 2 12 2 365 600 623 898 1370 1758 2138 2202 3 142 211 289 341 551 757 1063 1631 2998] 3 I 769 1358 1620 1970 1986 1/4 3 141 231 293 346 613 880 1145 1858 4550 1/4 3 - - - 930 1442 2100 2584 2650 FASTENER VALUES Fastener Tensile Shear Torque SHEET STEEL GAUGES (dia-tpi) (lbs.min.) (avg.lbs.ult) (min.in.lbs.) Gauge No. 12 14 16 18 20 22 24 26 12-14 2778 2000 92 Decimal Equivalent .105" .075" .060" .048" .036" .030" .024" .018" 1/4-14 4060 2600 150 The values listed are ultimate averages achieved under laboratory conditions and apply to Buildex manufactured fasteners only. Appropriate safety factors should be applied to these values for design purposes. Installation Guidelines ' A standard screwgun with a depth sensitive nosepiece should The fastener is fully seated when the head is flush with be used to install Teks. For optimal fastener performance,the the work surface. screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. Overdriving may result in torsional failure of the fastener or stripout of the substrate. .i, Adjust the screwgun nosepiece to properly seat the fastener. The fastener must penetrate beyond the metal structure a 4 New magnetic sockets must be correctly set before use. minimum of 3 pitches of thread. Remove chip build-up as needed. a /IT 07 Buildex 1349 West Bryn Mawr Avenue Teks*and Ciimaseal°are trademarks of ITW Buildex and Illinois Tool Works,Inc. Itasca,Illinois 60143 - 630-595-3500 Fax:630-595-3549 ©2010 ITW Buildex and Illinois Tool Works,Inc. www.itwbuildex.com 8 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT If Transmittal Letter T G A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Tom Hochstatter DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVE FROM: Jordan Howard COMPANY: UEB Builders, Inc. SEP 3 0 9 OBUILDICITYF, D!V!IGARD►C�� PHONE: (206) 702-7845 By: f'3 °% RE: 7600 SW Atlanta St Tigard, OR, 97223 BU' 018-00197 (Site Address) 'ermit Number) Tigard Self Storage (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Co es: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. `` � Basement and retaining walls. Beam calculations. k,t1 Engineer's calculations. 2 Other(explain): Deferred S •mittal - Storefront REMARKS: Two copies of the • -ferred submittal package for the Storefront scope. Package includes shop dr,. ings, stamped by the EOR, and attachment product information. Valuation - $ ' ,500 FOR OFFICE USE ONLY Routed o Permit - ieian: Date: )p— e - ) 9 Initials: Fees Due Y- : -II No Fee Description: Amount D : / $ �4' ial Instructions: Reprint Permit(per PE): D Yes (t ?( (�No ❑ Done Applicant Notified: � Date: /0 Initials: ":// I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012