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Specifications - RECEIVED T DEC 2 2013 • CITY OF TIGARD BUILDING DIVISION STRUCTURAL CALCULATIONS FOR HARRIS RESIDENCE PATIO COVER ci OF c 7137 SW LOLA LANE - ARD TIGARD N O OREG Approved .. [.1-] Conditionally Approved See Letter to: Follow [ ] A died - PRo Permit Num . ,1 _ 4 . Ad, r� : �°�.11+ kir : � � . r.► �� 5 GI N `e By .oiirt� Date: ►,40 W Approved plans � shall be on job site: RENEWAL DATE:6/30 /15 OFFICE COPY CONTENTS: PLAN & DETAILS SKI -SK6 GRAVITY G1-G2 LATERAL Ll -L15 . . . .. . , . . . . . . , , . , , . . P ., INC. Project: STRUCTURAL Client: ORLANDO CONSTRUCTION Proj. No.: 13 -316 ■. ENGINEERS Date: NOVEMBER 2013 By: BWK Sheet No.: 2700 SE HARRISON STREET, SUITE & MILWAUKIE, OREGON 97222, 503.607 -0481, FAX 503 - 607 -M6. buce@bkagiroem.cam ., V v t24" STONE WALK EXIST. HOUSE WALL I' 0'� 24' -0't I ' -0' LINE OF NEW PATIO COVER — — — L-- 1 0 I I I I 0 I I I I / L__A L___I 491 N I - 7 REMOVE EXIST. I I I 6/0x6/S PATIO I I I I ( 0 DOOR t L__J L _ / FOR _ o NEW 4'x4' TEMP. J PATIO DOOR 0 GLASS SK TYP. OF T 4 / I r C HSS 3x3x1/4 EXIST. PATIO � COLUMN STEPS TYP. OF 4 LINE OF EXIST. ROOF ---- -///// _Ak , PARTIAL- PATIO PLAN z ,, R5) 3/16" = 1' -0" Ref. Sheet: INC • Project: HARRIS PATIO COVER ®® STRUCTURAL Client: ORLANDO CONSTRUCTION Sheet No.: W ®® ENGINEERS Proj. No.: 13 -316 Date: NOVEMBER 2013 By: BWK Rai 2700 SE HARRISON STREET, SUITE B, MILWAUKIE, OR, 97222, TEL 503-607 -0481, FAX 503- 607-0486. bmaQbka1ginee s.cmn v Piet 24' -0't i 2' -0' NOM. 1'2" WSP ROOF I SI4TG. W/ Sd 0 &" 0/C EDGES 4 12" 0/C FIELD i I I -\_ \ 0 Id _ --T-L— • 31,2x1116 PSL �- . LL 0 O �� �1 - 1 0 _ _ __ �� o A I I r_-] 3x11 6 PSL `; �{ ' N QQ it I p 3y�x1 - � , r ,1 A - — 1x16 P81. 4(1)6, -7!"." — o Iq _,..,._ L 7 _ _ _ J i t — — NEW CONC. FOOTING Li - SEE 1 /SK3 t 1 /5K4 ieD p FOUNDAT I ON 4 POOP FRA I INCA PLAN RS2 3/16" = I' -0" Ref. Sheet: . RV IN C • Project: HARRIS PATIO COVER a. STRUCTURAL Client ORLANDO CONSTRUCTION Sheet No.: IN IENGrNEERS Proj. No.: 13 -316 Date: NOVEMBER 2013 By: BWK IRS2 2700 SE HARRISON STREET. SUITE II, MILWAUKIE, OR, 97222, TEL 503 - 6074481, FAX 503. 607 -0486. dnmo@bkcngineas.com 3' -0' S' -6' COMP. SHINGLES ON 2 LAYERS 15 FELT ON WSP ROOF SHTG. ON RAFTERS - SEE SK2 12 111111111 " P4x11113 LVL HEADERS Q SKYLIGHTS W/ SIMPSON HUS.I8I/10 HANGERS TYP. NEW DBL. 2x HEADER W/ RIGID INSUL. INFILL 12" x 10" DEEP GONG. FTG. W/ 2 - TOPt BOTTOM - ENLARGE ENDS - SEE PLAN 4 I /SK4 _ r I LINE OF ENLARGED (� . END BEYOND o SECTION RS3 Ref. Sheet: Project: HARRIS PATIO COVER RSI 4852 EC Ell STRUCTURAL Client: ORLANDO CONSTRUCTION Sheet No.: ®Rk® ®ENGINEERS Proj. No.: 13 -316 Date: NOVEMBER 2013 By: BWK Rs3 2700 SE HARRISON STREET. SUITE B, MILWAUKJE, OR. 97222. TEL 503- 607-048I. FAX 503. 607 -0486. bruoe®bkengineees.com R55 sm. 010 Oft 0 I .illy 411 26" x II" DEEP CONC. FTG. W/ 2 -5 TOP I BOTTOM 2 -�_ R56 2 R55 o. SECTION t upr Ref. Sheet: INC. Project: HARRIS PATIO COVER R514RS2 STRUCTURAL Client: ORLANDO CONSTRUCTION Sheet No.: W I ENGINEERS Proj. No.: 13 -316 Date: NOVEMBER 2013 By: BWK R 2700 SE HARRISON STREET, SUITE B, MILWAUKIE, OR, 97222. TEL 503- 607-0481, FAX 503- 607-0486. brucz@bkengineea.com EDGE NAIL ROOF SHTG. TO 2x BLKG. SIMPSON A24 ® EACH PSL AND RAKE RAFTER W/ 1/21 m BOLT 4 2 -10d I A P.T. 2x4 NAILER G..4 WFBEAM - SEEPLAN . I 1 BRCs. IE1/4x4x0' - 6" WI 11 2 " + 3/16 • 1 ; BOLTS EACH SIDE OF ' FLANGE 4 TS COL. o RAFTER /BEAM /COL.. CONNECTION ® 1 = I' -0" TS COLUMN - SEE PLAN / I 1 ' BASE IE' x'ax0' -9" W/ ;, 4- ANCHOR ON MIN. •■. .. 1" NON - SHRINK GROUT • • • 4 4 4 4 m a c 4 a A • • A U 4 711 © C01 —U"NI OOT INIG CONNECT ION / I n = 1' -0 Ref. Sheet: INC • Project: HARRIS PATIO COVER RS4 • STRUCTURAL Client: ORLANDO CONSTRUCTION Sheet No.: ®® ENGINEERS Proj. No.: 13 -316 Date: NOVEMBER 2013 By: BWK 2700 SE HARRISON STREET, SUITE B, MILWAUKIE, OR, 97222, TEL 503.607.0461, FAX 503- 607-0486. brvee@bkagineas.com • ICE4WATER SHIELD WRAP I ' • ROOF PENETRATIONS I I • I Li lililh I SHEAR R -2" W/ x3" SIMPSON SD SCREW =h._ _: ACM SIDE OF TS COL. EXIST. DI3L. • TOP PLATE I I I I I e COLUMN /TOP PLATE CONNECTION 1'' a II -011 VERIFY OR PROVIDE , • . TS COLUMN - SEE PLAN NOM. V2 WSP WALL SHTG. W/ SCI COMMON e+ 6" 0/C EDGES 4 I2" 0/C FIELD I BASE 1E /4x3)(0' -1" WI I 2- '4 "x3" SIMPSON SD SCREWS 6 5" GAGE © COLUMN /SOLE PLATE CONNECTION ION I" 0 1'-0" Ref. Sheet: U Project: HARRIS PATIO COVER R54 ST RUCTURAL Cl ient: ORLANDO CONSTRUCTION Sheet No.: ENGINEERS Proj. No.: 13-316 Date: NOVEMBER 2013 By: BWK R;6 2700 SE HARRISON STREET, SUITE B, MILWAUKIE, OR, 97222. TEL $03-007-048I. FAX 303- 607.0486. brm @bli gimas.cvm • • . . • • • 4 .. ... . . . i• a ...'. 4111., ;,-; .. •■ iluir,....• - ilf .0..' ... - : 4 T I 1 7 I I r I I I " M ill I IM . 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