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055100.001 Stairs_1,2,3_Shop_Drawings_KPFF-NBBJ-PAAN.pdf
Page 1of 2 CONTRACTOR SUBMITTAL ISSUE TO NBBJ NBBJ Submittal DATE ISSUEDNov 25, 2014 99-055100-0 Number COMPANYNBBJ 223 Yale Avenue North GC Submittal Seattle, WA 98109 99-055100001-0 Number PHONE / FAX(206) 223-5555 SPEC. PARAGRAPH: PROJECT NUMBER100822.06 SPEC. DESCRIPTION:Metal Stairs PROJECT NAMESMC Edmonds ACC Stairs #1,#2,#3 Shop SPECIFIC ITEM: ATTENTION:Barb Gipple Drawings and Calcs CONTRACTOR ISSUED Nov 25, 2014 ON: DATE REQUESTED BACK:Dec 9, 2014 DATE RECEIVED @ NBBJ:Nov 26, 2014 DATE DUE BACK TO Dec 11, 2014 CONTRACTOR: DATE RETURNED BY 12/19/14 NBBJ: COPIES ITEMS TRANSMITTED SENT VIA REVIEW ACTIONPartially approved as noted REVIEW NOTE GC REMARKS NBBJ COMPOSITE RESPONSE Entered By: Andris Lapins Entered Date: Friday, December 19, 2014 10:49 AM Calculations not reviewed, retained for record. Shop drawings partially approved as noted. Revise & resubmit guardrail & , retained for record. Shop drawings partially approved as noted. Revise & resubmit guardrail & handrail details as noted. handrail details as noted. Entered By: Sage Shingle Entered Date: Friday, December 12, 2014 12:54 AM Refer to attached file for KPFF review comments Refer to attached file for KPFF review comments CONSULTANTS REPRESENTED ISSUED BY Jenna Shope PHONE / FAX:(206) 682-7770 NBBJAndris Lapins htts://secure1.nbb.com/CATools/Data/SubForm.asx?SubmittalID=1274581219201 pjp//4 Page 2of 2 EMAIL:Jenna.Shope@sellen.comNBBJRachel Jenner KPFF C ESage Shingle COPY TO:Dan Schnebele KPFF C ETom Hudgings Mark Bucek Scott Solberg ELECTRONIC ATTACHMENTS 099-055100-001_Stairs_1,2,3_Calcs_KPFF-NBBJ-NR.pdf 099-055100-001_Stairs_1,2,3_Shop_Drawings_KPFF-NBBJ-PAAN.pdf htts://secure1.nbb.com/CATools/Data/SubForm.asx?SubmittalID=1274581219201 pjp//4 1|Pag e SUBMITTALFORAPPROVAL Submittal#:99055100.001 Rev#:0 7039.SWEDISH/EDMONDSAMBULATORYCARE Priority:Medium CENTER Date:11/25/2014 To:RACHELJENNERFrom:JENNASHOPE NBBJSELLENCONSTRUCTIONCO.,INC. 223YaleAve227WESTLAKEAVEN Seattle,98109SEATTLE,WA98109 Originator:YAKIMASTEEL Description:Stairs#1,#2,#3ShopDrawingsandStampedCalcs WearetransmittingthefollowingSubmittalPackageitem(s)foryourreviewinaccordancewiththe contractspecifications. Pleasereviewandrespondto:JENNASHOPE,by:12/09/2014. AdditionalNotes: ItemNumberSpecSectionDescriptionDetailsNotes ShopDrawingsandStamped Shop Drawings 099001.Stair#1,#2,and#3 Calcs cc: This stair part of area/zone 5 Post connections ok to 5" slab on grade, thicken as needed for anchorage Thickened slab per S2.01A tocover (4) anchor point shown KPFF/sms: KPFF/sms; STAIR WIDTHSTAIR WIDTHSTAIR WIDTHSTAIR WIDTH STAIR WIDTHSTAIR WIDTHSTAIR WIDTHSTAIR WIDTH 4'-244'-29 4'-244'-29 STAIR WIDTHSTAIR WIDTHSTAIR WIDTHSTAIR WIDTH 4'-244'-29 29'-0 TOS= C12X20.7 A7033 1'-4 TOS= C12X20.7 A7032 4/ 15'-2 TOS= 3 C12X20.7 A7041 28'-6 TOS= 4/ HSS6X6X A7045 1 4/ 14'-8 TOS= 3 4/ HSS6X6X A7045 1 7 2/ 7'-9 TOS= 1 W12X19 4/ HSS6X6X A7045 1 2/ 8'-3 TOS= 1 C12X20.7 A7010 7 W18X40 2/ 8'-3 TOS= 1 C12X20.7 A7010 Post connections ok to 5" slab on grade, COL CLCOL CL 2 8'-5/10 1 thicken as needed for anchorage KPFF/sms: Note to Sellen 442 6'-10/6'-11/6'-11/6'-111'-2 111 3'-6 HANGER 16/ HSS3X3X A7034 3 4 4 1616 //12 RISERS @ 6 12 RISERS @ 6 1515 4 /6'-11 1 1616 (+) (+)//12 RISERS @ 6 12 RISERS @ 6 1313 6'-10 2 RISERS @ 72 RISERS @ 7 1'-2 16/ 7 7 TYP.TYP. 16 /7 9 3'-0 TYP.TYP. 3'-6 deferred submittal engineer. KPFF takesno exception. Consider thickening slab as Anchors and grout are responsibility of necessary for anchorage KPFF/sms: 4 4'-6" 2 /7 1 16/ HSS3X3X A7036 3 3'-6 Arch/Struct pls confirm ok GROUTGROUT GROUTGROUTGROUT GROUT 2 OF W12 X 26 INTERSTITIAL BEAM/1 2 12/ 1 2 GUARDRAIL IS SLIGHTLY EAST NBBJ: SHIFT CHANNEL & GUARDRAIL EAST 6" SO Note to Sellen 442 9'-86'-10/6'-11/6'-11/6'-111'-2 111 3'-6 HANGER 3'-6 16 / HSS3X3X A7040 3 4 4 16 / 7 9 deferred submittal engineer. KPFF takesno exception. Consider thickening slab as Anchors and grout are responsibility of 16 /7 9 16 /7 7 necessary for anchorage 3'-0 KPFF/sms: 1616 // 12 RISERS @ 6 12 RISERS @ 6 1515 4 1616 (+) (+)//12 RISERS @ 6 12 RISERS @ 6 41515 /6'-11 1 4'-6" 2 / 6'-11 1 3'-0 1616 (+) (+)//17 RISERS @ 6 17 RISERS @ 6 1313 9'-8 16/ HSS3X3X A7036 3 3'-6 2 /1'-1 3'-0 1 Arch/Struct pls confirm ok GROUTGROUT GROUTGROUT GROUTGROUT 2 OF W12 X 26 INTERSTITIAL BEAM/1 2 1/2 1 2 GUARDRAIL IS SLIGHTLY EAST NBBJ: GUARDRAIL NOT NECESSARY @ NORTHWALL. WALL MOUNTED HANDRAIL ONLY OK. NBBJ: SHIFT CHANNEL & GUARDRAIL EAST 6" SO Note to Sellen HANGER LENGTHHANGER LENGTH 16 /8'-3 9 16 / HSS3X3X 3 A7040 NBBJ: 4 1/2" MAX PER IBC (TYPICAL) 16/ HSS3X3X 3 A7030 2 / 1 NBBJ: SHIFT GUARDRAILS& MODIFY ANCHOR DETAILTO CHANNEL TO MAINTAININDICATED CLEARANCES 3'-6 2 / 1 16 / HSS3X3X 3 A7028 16/ HSS3X3X 3 A7034 HANGER LENGTHHANGER LENGTH 8 / 7'-7 3 16161616161616161616 (+) (+)//17 RISERS @ 6 17 RISERS @ 6 (+) (+)//12 RISERS @ 6 12 RISERS @ 6 //12 RISERS @ 6 12 RISERS @ 6 //12 RISERS @ 6 12 RISERS @ 6 (+) (+)//12 RISERS @ 6 12 RISERS @ 6 2 RISERS @ 72 RISERS @ 7 13131313151515151515 442 /// 9'-86'-106'-116'-116'-111'-2 111 3'-6 3'-6 3'-6 3'-11" 16 / 7 7 16 / 7 9 16 /7 9 3'-11" 16 /7 16 /7 9 7 NBBJ: 3'-0 3'-0 3'-0 OF W12 X 26 INTERSTITIAL BEAM GUARDRAIL IS SLIGHTLY EAST NBBJ: SHIFT CHANNEL & GUARDRAIL EAST 6" SO FILE G.C. EREC SHOP APPL. 9'-81'-0 161616 / =9'-1/16 @ 6 /4 31313 2 /333 1 6 6 216 /45/ 13 16 /7 7 DRAWINGS TO REFLECT NOTES ON SHEETS E7002, E7003 & E7004. NBBJ: MODIFY PIECE WORK 2 2/1'-1 1 16 /10'-7 11 816 /9'-0/1'-6 713 4 1'-0 16162 /=9'-1/16@6/1'-4 3131 816 //9 35 16 5/ 3 16 / 7 7 FACE TO FACEFACE TO FACE 33'-83 2 2/1'-1 1 4'-2 FILE G.C. EREC SHOP APPL. 4 /6'-91'-0 1 161616 /=6'-4/11@6/4 51515 2 /333 1 6 6 16 /7 9 22 /7/4 11 16 /6'-11'-7 15 16168 /=6'-4/11@6/1'-4 5155 16/16/ 99 511 4 16 / 5 3 4 16 / 7 9 22 // 74 11 22 // 11 22 11/1/1 11 FACE TO FACEFACE TO FACE 33'-83 4'-2 FILE G.C. EREC SHOP APPL. 24 8 / 7 5 88 // 33 88 // 78 71 1'-04 2 /333 1 6 6 8 /7 5 2 2 33'-83 88 // 33 4'-277 88 /7/8 71 FILE G.C. EREC SHOP APPL. 2 /1 1 62 16 7@5=2'-11/4 3 16 /3'-3 3 FILE G.C. EREC SHOP APPL. 2 333 / 1 6 2 333 / 1 FILE G.C. EREC SHOP APPL. 2 2 / 1 FILE G.C. EREC SHOP APPL. 816 // 4555551 315 16 / 3'-3 3 16 /2'-7 3 4 /5 1 8 / 6 5 16 /1 1 16 /3 7 16 /3 3 16 /1 1 16 /7 7 16 / 1 1 16 /1 1 16 /7 5 6 1616 // 62'-82'-8 55 821616162 /3'-3/2'-2/2'-3/2'-3/2'-3/ 711111 164 /47@5=2'-11/7 151 HANDRAILS PROVIDE 2 1/2" CLEAR BETWEEN WALL AND RAIL (TYP). REPLACED BY WALL MOUNTED HANDRAIL. AT WALL MOUNTED NBBJ: NOT REQUIRED. CAN BE FILE G.C. EREC SHOP APPL. 8 /1 5 8/ 7 5 1'-61'-6 8 / 3 1'-61'-6 3'-0 1616 /2'-4/2'-4 1515 FILE G.C. EREC SHOP APPL. 161616161616 /3'-3//2'-0/2'-1/2'-1/7 31191113 16/ 7@5=2'-114 3 6 16 / 11 16 /1 1 16 /7 9 TYP.TYP. 8 / 3'-2 5 16 /1 1 16 /1 1 8 / 7 16 7@5=2'-11/4 3 FILE G.C. EREC SHOP APPL. 8 /46@5=2'-6 3 161616162 ///// 3'-32'-02'-12'-1 39111 16 /5 5 8 /8 5 16 / 11 16 /3 3 16 / 1 1 16 /7 9 TYP.TYP. 8 / 3'-2 5 16 / 1 1 16 /1 1 16 /5 5 2 /6 1 16/ 2'-7 3 416 // 6'-33'-3 13 168 /45@5=2'-1/1 57 FILE G.C. EREC SHOP APPL. HANDRAILS PROVIDE 2 1/2" CLEAR BETWEEN WALL AND RAIL (TYP). REPLACED BY WALL MOUNTED HANDRAIL. AT WALL MOUNTED NBBJ: NOT REQUIRED. CAN BE 16 / 7@5=2'-114 3 8 / 7 16 /1 1 16 /1 1 TYP.TYP. 8 /3'-2 5 16 / 7 9 16 / 1 1 16 / 11 6 16 7@5=2'-11/4 3 1616161628 /3'-3/2'-1/2'-1/2'-1/7/ 353313 FILE G.C. EREC SHOP APPL. HANDRAILS PROVIDE 2 1/2" CLEAR BETWEEN WALL AND RAIL (TYP). REPLACED BY WALL MOUNTED HANDRAIL. AT WALL MOUNTED NBBJ: NOT REQUIRED. CAN BE 16 7@5=2'-11/4 3 8 / 7 16 / 1 1 16 / 1 1 TYP.TYP. 8 /3'-2 5 16 /7 9 16/ 1 1 16 / 5 5 2 7@5"=2'-11/5 1 41616168 ///// 2 1'-112'-12'-17 /3'-4 11173 1 FILE G.C. EREC SHOP APPL. 2 4 / 1 FILE G.C. EREC SHOP APPL. 168 // 46@5=2'-64 57 16 /3'-3 3 16 /3'-3 3 16 2/6 11 16 /5 516 / 11 2 /1 1 16 /1 1 8 /7 5 16 /3 3 816 // 46@5=2'-64 75 416 /7/3'-3 13 FILE G.C. EREC SHOP APPL. 4 FILE G.C. EREC SHOP APPL. 164 1 // 91 22 11 // 11 22 22 11 // 11 // 11 11 164 1 // 91 FILE G.C. EREC SHOP APPL. 164 1 // 91 22 11 // 11 22 11 // 11 22 11 // 11 164 1 // 91 FILE G.C. EREC SHOP APPL. 1616 3'-4//7 113 1616 /7@5=2'-11/4 133 6 16 / 11 16 /1 1 8 /7 5 816 /46@5=2'-6/4 75 816 // 73'-3 73 FILE G.C. EREC SHOP APPL. 1'-04 2 333 / 1 6 1'-04 22 11 // 11 1'-04 2 / 1 2 333 / 1 FILE G.C. EREC SHOP APPL. 2 333 / 1 6 2 333 / 1 FILE G.C. EREC SHOP APPL. 816 1 // 53 22 22 11 // 11 // 11 11 16 4 / 7 816 1 // 53 164 1 // 91 FILE G.C. EREC SHOP APPL. 44 11 // 33 22 11 // 11 22 11 // 11 44 11 // 33 FILE G.C. EREC SHOP APPL. 816 1 // 53 22 11 // 11 816 1 // 53 FILE G.C. EREC SHOP APPL. 816 1 // 53 22 11 // 11 8 11 / 3 1616 44 // 55 22 11 // 816 1 11// 53 FILE G.C. EREC SHOP APPL. 816 1 // 53 22 11 // 11 816 1 // 53 FILE G.C. EREC SHOP APPL. 816 1 // 53 22 11 // 11 22 11 // 11 16 4 / 7 16 816 2 /1 // 15 53 164 1 // 91 FILE G.C. EREC SHOP APPL. 6 2 333 / 1 6 6 2 333 / 1 FILE G.C. EREC SHOP APPL. 22 12 // 11 6 FILE G.C. EREC SHOP APPL. 22 12 // 11 6 Thickened slab per S2.01A Note to Sellen KPFF/sms; thickened slab at this post to match other (2) Contractor to add KPFF/sms: A9012WALL RAIL A9007WALL RAIL A9002WALL RAIL Thickened slab per S2.01A A9000WALL RAIL thickened slab at this post KPFF/sms; to match other (2) Contractor to add KPFF/sms: deferred submittal engineer. KPFF takesno exception. Consider thickening slab as Anchors and grout are responsibility of necessary for anchorage KPFF/sms: 16/ HSS3X3X 3 16/ HSS3X3X 3 Arch/Struct pls confirm ok Arch/Struct pls confirm ok KPFF/sms: see below NBBJ: OK NBBJ: OK 8/ HSS3X3X 3 NBBJ: 2 1/2" (TYP) 16/ HSS3X3X 3 16/ HSS3X3X 3 16/ HSS3X3X 3 FILE G.C. EREC SHOP APPL. 333 4 1 / 1 4 1 / 1 333 2 EL21'-4 / 1 FILE G.C. EREC SHOP APPL. 333 4 1 / 1 4 1 / 1 2 EL21'-4 / 333 1 NBBJ: 3 5/16" (TYP) NBBJ: 3 5/16" (TYP) NBBJ: 3 5/16" (TYP) NBBJ: 3 5/16" (TYP) NBBJ: 3 5/16" (TYP) NBBJ: 3 5/16" (TYP) STAIR WIDTHSTAIR WIDTH 3'-81 Hold railing post back to allow 2" minclear to edge of concrete. Contractor toinstall #4 hairpin at each post, top and bottom of embedded sleeve KPFF/sms: Edge of concrete. KPFF/sms: Stair #3 1616 /2'-3/2'-33 33 10'-2 3'-6 53 3 RISERS @ 73 RISERS @ 7 1'-9 8 / 7 5 TYP.TYP. 3'-0 8 /7 5 NBBJ: 4 1/2" MAX (TYP) 3 RISERS @ 73 RISERS @ 7 1'-9 NBBJ: SHIFT GUARDRAIL NORTH & CHANNEL STRINGER TO PROVIDE NOTED HANDRAIL OFFSET (TYP) REVISE ANCHOR DETAIL TO 3'-0 53 CLEAR (TYP) NBBJ: 2 1/2" TYP.TYP. 3'-6 TYP.TYP. 8 /7 3'-0 5 8 /7 5 2 RISERS @ 72 RISERS @ 7 1'-2 TYP.TYP. 3'-0 3 RISERS @ 73 RISERS @ 7 1'-9 3'-0 3'-6 2'-11 NBBJ: SHIFT GUARDRAIL WEST &CHANNEL STRINGER TO PROVIDENOTED HANDRAIL OFFSET (TYP) REVISE ANCHOR DETAIL TO 6EMBEDMENTEMBEDMENT TYP.TYP. 3'-6 3 RISERS @ 73 RISERS @ 7 1'-9 TYP.TYP. 3'-0 2 RISERS @ 72 RISERS @ 7 1'-2 8 /7 5 EMBEDMENTEMBEDMENT 6 NBBJ: 4 1/2" MAX (TYP) TYP.TYP. 3'-6 TYP.TYP. 3'-0 3'-0 8 /7 5 TYP.TYP. 3'-6 3'-0 CHANNEL STRINGER TO PROVIDE 3'-6 NOTED HANDRAIL OFFSET (TYP) NBBJ: SHIFT GUARDRAIL EAST & 3'-0 REVISE ANCHOR DETAIL TO FILE G.C. DRAWINGS TO REFLECT NOTES ON EREC SHOP APPL. NBBJ: MODIFY PIECE WORK SHEET E8002. NBBJ: 3 5/16" (TYP) 16 3 / 11 16 3 / 11 8 7 / 5 16 3 / 13 2 1'-9 / 1 FILE G.C. EREC SHOP APPL. 7 2 8 / 2'-7 5 2 /1 1 82 /1'-5/1'-2 11 8 77/1 1 4 / 93 3 8 /4 7 8 /4 5 8 /7 5 4 73 8 /2'-7 5 82 /1'-5/1'-2 11 2 / 1 1 8 / 771 1 4 /93 3 8 /4 7 2 /1 1 8 /7 5 2 / 2 1 /1 1 1 FACE TO FACEFACE TO FACE 4 33'-23 73 3'-8 FILE G.C. EREC SHOP APPL. 16 / 3'-31'-9 3 16 6@5=2'-6/4 5 3 16 / 3 16 3 6/2'-9 3 8 /7 5 ALL AROUNDALL AROUND 2NO PAINTNO PAINT 2 /1 1 16 / 8 ALL AROUNDALL AROUND 1 NO PAINTNO PAINT 2 16 /102 1 164 /1'-6/3'-5 151 16 7@5=2'-11/4 3 FILE G.C. EREC SHOP APPL. 16 8@5=3'-4/7 3 168 /3'-11/ 31 16 / 31'-4 11 168 8@5=3'-4/7/ 31 FILE G.C. EREC SHOP APPL. 816 // 73'-3 73 ALL AROUNDALL AROUND 2NO PAINTNO PAINT ALL AROUNDALL AROUND 2NO PAINTNO PAINT 6 16 / 7@5=2'-114 3 168 /3'-3/7 37 6 41616 /10/1'-4/3 1113 ALL AROUNDALL AROUND 2NO PAINTNO PAINT ALL AROUNDALL AROUND NO PAINTNO PAINT 2 6 16 7@5=2'-11/4 3 1616 /1'-4/3 113 168 // 3'-32'-4 37 FILE G.C. EREC SHOP APPL. 1'-04 2/ 1 3 3 2 /43 1 24 2 /43 1 88 // 41 71 6 8 /7 5 6 8 /53 7 24 3 3 3'-5 82 /53/ 7 1 1'-02'-1 3 1'-91'-04 775 2 / 1 7 6 2 2 / 1 1 8 /7 5 2 / 1 6 6 6 2 / 1 2 / 1 1'-02'-1 1'-04 1'-02'-1 3'-1 3'-1 FACE TO FACEFACE TO FACE 33'-23 3'-8 FILE G.C. EREC SHOP APPL. 16 3 / 11 NBBJ: 3 5/16" (TYP) 2 1'-9 / 1 8 7 / 5 16 3 / 11 FILE G.C. EREC SHOP APPL. 2 7 11 8 / 7 5 2 /43 1 6 1 88 // 33 77 1'-4 11 2 / 43 1 2 /1 21 /1 1 6 1 8 /7 5 2 2 88 // 33 FACE TO FACEFACE TO FACE 33'-23 77 3'-8 1'-4 FILE G.C. EREC SHOP APPL. NBBJ: 3 5/16" (TYP) 16 1'-2 / 7 4 8 7 / 5 16 3 / 11 FILE G.C. EREC SHOP APPL. 2 4 / 1