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Home My WebLink AboutCOR-2020-Response to RFI#47 - 40 D - 2_19i9 - e) -?& Fyrrce, Groc From: Peter Carletti (CARLETTI ARCHITECTS) <fa ber_construction_corporation_notifications@ procoretech.com> Sent: Wednesday, March 18, 2020 3:17 PM To: Fyrrce, Groc Subject: Salish Inn Construction: Response to RFI #47 (URL rated asseblies for plumbing & electrical) Salish Inn Constructi©n FABEF& CONSTRUCTION View online Open In App Peter Carletti (CARLETTI ARCHITECTS) responded to Question 1 on Wednesday, March 18, 2020 at 03:17 pm. Response: It does not matter that it is sprinkled. the stair towers are two hour rated.same thing with walls around elevator, all other party and demising walls are 1 hour. so if you have penetrations they need to be sealed accordingly with proper 3M fire caulking product. just because building is sprinkled does not eliminate these requirements. Peter Carletti 03/18/20 Attachments: None RH Details This RFI is due on Saturday, March 21, 2020. QUESTION 1 Asked By: Jack Demooy (FABER CONSTRUCTION CORPORATION) Date: Wed Mar 18, 2020 at 03:05 pm PDT Location: Salish Inn Anacortes Question: City of Anacortes needs 1) URL rated assembly for plumbing and electrical in 2 hr. and 1 hr.walls ? i 2) Question Faber has is why do we need all this in a fully sprinkled building? Attachments: 09AC38B4-045D-4C7A-9062-77D6915437FD.ipeq 1607CBE0-D30E-40AD-9D81-857205129FF5.ipeq 73F23966-1172-4C5F-AB68-586C46B66345.ipeg A86FF1 CE-C4CA-409F-A688-5319922D9E57.ipeq 383B9971-2714-4B7E-A5AB-FC9D2E760186.jpeg 5E79FB54-BE97-4789-81318-5A2BF72A159D jpeg All Replies Answered By: Peter Carletti (CARLETTI ARCHITECTS) Date: Wed Mar 18, 2020 at 03:17 pm PDT Response: It does not matter that it is sprinkled.the stair towers are two hour rated.same thing with walls around elevator. all other party and demising walls are 1 hour. so if you have penetrations they need to be sealed accordingly with proper 3M fire caulking product. just because building is sprinkled does not eliminate these requirements. Peter Carletti 03/18/20 Attachments: None ADDITIONAL DETAILS Project: Salish Inn Construction Subject: URL rated asseblies for plumbing & electrical Date Initiated: 03/18/20 Created By: Jack Demooy (FABER CONSTRUCTION CORPORATION) Assigned To: King, Dale (FABER CONSTRUCTION CORPORATION) Responsible Contractor: FABER CONSTRUCTION CORPORATION Received From: Jack Demooy (FABER CONSTRUCTION CORPORATION) 2 Distribution List: Bradley, David (BRADLEY ENGINEERING, INC.) Carletti, Peter(CARLETTI ARCHITECTS) Clark, Ed (RIGHT WAY PLUMBING, HEATING, AIR CONDITIONING, INC) Fyrrce, Groc (CITY OF ANACORTES) Van Ry, Chad (EXPRESS ELECTRIC, INC) King, Dale (FABER CONSTRUCTION CORPORATION) Cost Code: 09-10-15 - Drywall Schedule Impact: TBD Cost Impact: TBD Drawing Number: A2.0-A2.3 rated walls View online Open In App powered ev Procure I or it score i'n[ s! IPPO- w o1re_corn 3 901 3041-- EXISTING RIM JOIST EXISTING PRESSURE BLOCKING EXISTING 2X6 JOISTS MNMMIIMIIIIIIMMMMMIIIIR 1311111 1.i Is illb- ATTACH EXISN2@ 8X6 I"O C EDGER WI(2) 10d AILS 1 i�I1 LSL RIM BLOCKING BETWEEN FLOOR JOISTS. BLOCKING TO MATCH DEPTH I OF JOIST (14" OR 11 s") TOE NAIL BLOCKING ETOP PLATE ACH SIDE W/(4) 16d NAILS(2)FROM II A FRAMING AT HALLWAY DETAL SCALE: 1"=1'-0" N 1 Structural Addendum Salish Inn 3002 Q Avenue 9n 3( * .4-- Anaeortes, WA • November 20th, 2019 Page(s) Contents 1 Addendum Description 2 Addendum Details t l� c. BR, A OF WAg ,0 ,. 41' 'Z 44' 46_ • < � f °,Y.;' ' � i 37964 sS °NAB t' The engineers seal and signature above indicates that the engineer of record assumes full responsibility for the subject structural addendum. This addendum provides clarification to the steel columns that will be set on the main floor south elevation wall. The details on on the following page show base plate and top plate details. No other changes or modifications are required. Notes. Disclaimers. • Bradley Engineering,Inc.takes no responsibility for items not specifically addressed within this report set. • This report is valid only for the specific project shown above and herein. BRADLEY ENGINEERING, INC. 811 Yew St. Bellingham, WA 98229 Ph. (360) 752-5795 2 CONNECT STUDS TO STEEL POST PER W16X40 STEEL BEAM ABOVE r.--Z' 1 0"______I / • • r--3"-- DETAIL'H S2(TYP.) . / 2" ill '2 r------5"------1 I1: g • •• - WELD PLATE TO • •i . . : . . „ . • k. . " • • BOTTOM OF HSS WI" 0 • ,• -. 8" CONT.FILLET WELD • . . • -• g 1-... . 6. ' ••••.... .......- •' ' 0 0 fr STEEL PLATE STEEL -_,.. • STEEL POST BELOW „ -- • 8"CONC.STEM WALL f - If' • WELD PLATE TO TOP OF HSS BASE PLATE - .: . Wit CONT.FILLET WELD 171" 2" - . • , 1_21.. SILL PLATE STOPS TOP PLATE • . BASE PLATE . HERE.BASE PLATE TO BEAR DIRECTLY ON . mil • . CONCRETE STEM WALL . 1 = l'-0" 1 = •I'-0" -...: . . .. . . . . • ' . H•2' .--- -.. /' • . . . • • . . Unil .. . . . . . . ' • . . . • . SILL PLATE STOPS - • • HERE,BASE PLATE TO a . 11" . • . BEAR CONCRETE D1 RE STEM CTLYON WALL • 111." 2" • immmi . . • . z • • . • . A S . I 7" 11,......-..... 2 • 4 1 - _ . cli t.STEEL BASE PLATE .,.. ... ....,,..- ::::: ...::...:: ... 8"CONC.STEM WALL 11101 ---,- STEEL POST BELOW 1 8.• I W WELD .• • E : '''' PLATE TO WE %. • LD PLATE TO TOP ii BOTTOM OF HSS Wi i" n " .:''. I Illinmilmi OF HSS Wi CONT. 1 '' CONT.FILLET WELD i:' • - "_..1 FILLET WELD L 5 CO • ii.i 0 3" - i''STEEL PLATF . 1 CONNECT STUDS TO J- 22" "-I 1 = 1-0"BASE PLATE . . STEEL POST PER i•i DETAIL'H'S2(TYP.) immomil.:.., ; •. • • mimmill • . t• : W16X40 STEEL- :•''''''''..---...-IP' .• : BEAM ABOVE .•- .?; .• •':: : TOP PLATE 1 . 1,_0" ,. . - Z : ... • •. ..•. ... W16X40 STEEL : 1 BEAM ABOVE ... : . . . . . • . . : 2'1 . • .f. •:.:'` .. . • -r- . • . . CONNECT STUDS TO H •• STEEL POST PER 2" . . . <DETAIL'H'S2(TYP.)STEEL PLATE • 3" - •. . - . . •1 • • > i cr •,--- . • . . • WELD PLATE TO TOP I..... ...i • i ' 4" • • - OF HSS W/i"CONT. ; f i WELD PLATE TO .:, • . . FILLET WELD •i BOTTOM OF HSS Whi." CONT.FILLET WELD •• • STEEL POST BELOW r: •,•. , •- ;', r • ... . 8"CONC.STEM WALL Emonil '16 14(------ 14•" ° ° „._.....4 • - ----4;;Y , • ... --- - . • • • - . _ 7" 'STEEL BASE PLATE NI . W 14" 2" 11" III SILL PLATE STOPS 1 ' TOP PLATE BASE PLATE • HERE.,BASE PLATE TO 1 =l'-0" " BEAR DIRECTLY ON F.= b CONCRETE STEM WALL . . ,r- • D ,, • < z</...--H• : • SILL PLATE STOPS CIO C.0 ii. • HERE,BASE PLATE TO WELD PLATE TO TOP " BEAR DIRECTLY ON OF HSS Wit'CONT. CONCRETE STEM WALL FILLET WELD / STEEL POST BELOW i'STEEL 8"CONC.STEM WALL "STEEL PLATE 1 4. BASE PLATE "..,:•:,.,:- --------- . .. ....... .... .... - -..... . 4 , . =T:• 16 , 0 8" . ; • 7' WELD LATE TO . .. . . 1 2" ..L..• 0 IL " 11 I 5 1-•--."--1 P BOTTOM OF HSS WI•i' L . .:: . . .. ---- ----. ' ' : 5. 1.....„_.., . '..A.116 1111X40 STEEL BEAM ABOVE CONNECT STUDS TO TOP PLATE BASE PLATE STEEL POST PER DETAIL'H'S2(TYP.) 1 = 1.-0" 1 = 1%-•0"