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2'-0° <br />y <br />1'-0"x2'=0" PLINTH (HT <br />NED <br />THICKE NED <br />FTG 1 <br />TO MATCH STEMWALL) <br />PER 1 <br />DASHED LINE & CROSS <br />° <br />HATCHING INDICATES NEW <br />STAIRWAY WALL. SHADED <br />AREA SHOWS CHAMFER LOC. <br />�co <br />A D <br />• <br />I <br />N <br />0 <br />A ...'... <br />:. :.. .- .,o <br />10"0 0" ARCH. <br />CHAMFER <br />PER ARCH. —\ I <br />COLUMN <br />FACE OF <br />STUD Q 2x6 <br />ARCH --� <br />STAIR WALL APPROX. VIEW A- A <br />COLUMN i i <br />i = i <br />FLUSH W,% ARCH COLUMN N.T.S. <br />PER PLAN i ii <br />ANCHOR <br />Tf BOLTS PER <br />3/4" P.1'. i i <br />i i <br />SIMPSON <br />STRUCTURAL <br />HPAHD22 ® (2) <br />i <br />CORNERS <br />NOTES ON <br />FASTENERS i ii <br />SHT S1 <br />SIM TO <br />6/S1 A <br />-I I I I <br />91 I I I D W <br />711, <br />I I L. p n p dQ <br />GRADE/PER i LJ <br />ARCH ELEV <br />REINF. IN n . <br />PLINTH a p <br />PER 6/S1A p _00 <br />2'-0" U.N.O. <br />WIDEN FTG PER PLAN VIEW ABOVE <br />5 GARDEN UNIT STAIR FTG <br />T 1,-0., T V-0„ T <br />10%10" ARCH. COL. <br />SEE DET. 14/A4.03 <br />6x10 BEAM PER <br />PLAN <br />(2) 2x6 BEARING STUDS - <br />9'-6" MAX HT. CONTACT <br />ENGR. IF TALLER. <br />1" TYP. -\ <br />3/4" P.T. PWD PER ARCH <br />W/ BLDG 30# PAPER <br />UNDER PWD. <br />I <br />I <br />12"x12" CONC. PLINTH ........ — <br />REINF. PER TABLE . I <br />711-7 <br />2'- 0" U.N.O. <br />0 <br />I <br />(4) POWDER DRIVEN <br />FASTENERS - HILTI <br />OR RAWL W/ MIN. <br />OF 0.138"2. <br />SIMPSON HPAHD22 <br />0 (2) CORNERS <br />(2)-#3 TIES IN <br />PLINTH <br />(4)-#4 W/ STD. <br />HOOK <br />4) GARDEN UNIT END DECK POST FTG <br />LANDING BEAM <br />BEYOND <br />NON-STRUCTURAL-` <br />BEAM PER ARCH <br />® FRONT OF STAIRS <br />VIEW A -A <br />SHEATHING NOT <br />SHOWN FOR <br />CLARITY <br />A <br />i <br />A <br />ARCH COLUMN <br />BEYOND <br />SIMPSON CLIP PER <br />DETAIL 8/S13 0 <br />ARCH. BEAM <br />DASHED LINE INDICATES <br />2x6 STAIR WALL BEYOND. <br />STUDS FULL HT FP.OM <br />FDN TO LANDING. <br />�- 2" CONC. (TYP) <br />�- 3/4" PLYWOOD (TYP) <br />AA <br />II II <br />BEAM PER <br />PLAN <br />I <br />A I SIMPSON EPC64 <br />4x6 POST INSIDE AND <br />BETWEEN 2x6 STUDS <br />IN STAIR WALL <br />B-1 STAIR / DECK CONN. <br />__,,rr(U <br />!F— DASHED LINE INDICATES <br />2" CONC. PER I I I I 10"00" ARCH. COLUMN <br />ARCH. I I I I I PER DET. 14/A4.03 <br />III III <br />3/4" P.T. PLY. I I I I <br />II III <br />nA <br />EXTEND BEAM AS <br />NEEDED TO SUPPORT <br />u u [[CCC JOISTS © EDGE OF <br />DECK <br />6x10 <br />I I 2x_ BLKG, FLATWISE, <br />2x10 24I O.C. USE BETWEEN STRUCTURAL <br />DBL 2x10 0 DECK EDGE & ARCH COLUMNS <br />I I I p 48" O.C. <br />USE (2)2x6 STUDS I I NAIL MEMBERS W/(2)-ROWS <br />CONTACT ENGINEER — OF 0.148Ox3-1/4" <br />IF EXCEEDS 9'-6". P-NAILS STAGGERED <br />12" O.C. <br />UPPER LEVEL DECK POST <br />2 @ GARDEN UNIT <br />USE (2)2x6 BRG STUDS <br />CONTACT ENGINEER <br />illl <br />IF EXCEEDS 9'-6". <br />III <br />SIMPSON ST6236 FROM <br />I I <br />I �-- <br />2x- COL. ABOVE TO <br />I DASHED LINE INDICATES <br />2x- COL. BELOW <br />I I 10"x10" ARCH. COLUMN <br />2" CONC. PER ARCH. <br />I Imo— INTERIOR ARCH COLUMN <br />3/4" P.T. PLY, <br />I PER 14/A4.03 (TYP) <br />' III <br />I <br />nl I <br />II <br />Al <br />I <br />EXTEND BEAM AS <br />it <br />J <br />NEEDED TO SUPPORT <br />� <br />JOISTS 0 EDGE OF <br />DECK <br />6x10 <br />I 2x- BLKG, FLATWISE, <br />2x10 ® 24" O.C. USE <br />BETWEEN STRUCTURAL <br />DBL 2x10 0 DECK EDGE <br />& ARCH COLUMNS <br />p 48" O.C. <br />USE (2)2x6 BRG STUDS <br />III NAIL MEMBERS W/(2)-ROWS <br />CONTACT ENGINEER <br />OF 0.148Ox3-1/4" <br />IF EXCEEDS 9'-6'. <br />P-NAILS STAGGERED 0 <br />12" O.C. <br />MID LEVEL DECK POST <br />@ <br />GARDEN UNIT <br />■1■ ■ <br />CONTINUED STRUCTURAL NOTES <br />C. WALL DIAPHRAGMS OR SHEARWALLS SHALL BE UNBLOCKED <br />OR BLOCKED AS SPECIFIED IN THE SHEARWALL TABLE <br />AND IN NOTES. <br />D. PROVIDE SOLID BLOCKING BETWEEN ROOF RAFTERS, ROOF <br />TRUSSES AND CEILING JOISTS PER UBC SECTION 2326.12.8. <br />FLOOR JOISTS SHALL BE BLOCKED WHEN REQUIRED PER <br />PROVISIONS OF UBC SECTIONS 2306.7 AND 2326.8.3. <br />4.9 MANUFACTURED TIMBER BEAMS <br />A. GLULAMINATED TIMBER BEAMS (GLULAM BEAMS) <br />ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, <br />MANUFACTURE AND QUALITY CONTROL SHALL BE IN <br />CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.S.56 <br />"STRUCTURAL GLUED LAMINATED TIMBER", AND ALL <br />MEMBERS SHALL BE MARKED WITH A QUALITY MARK <br />THEREOF. ALL PLIES SHALL BE DOUGLAS FIR COAST <br />REGION. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL <br />MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE <br />SPAN) OR 24F-V8 (CANTILEVERED OR CONTINUOUS SPAN) <br />AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL <br />APPEARANCE AND SHALL BE GLUED WITH WATERPROOF <br />ADHESIVE PER P.S. 56. ARCHES SHALL BE COMBINATION <br />24F-V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. <br />B. PARALLAM BEAMS <br />BEAMS SHALL 2.0E PARALLAM PSL AS MANUFACTURED BY <br />TRUS JOIST MACMILLAN. t•AATERIALS, MANUFACTURE, AND <br />QUALITY CONTROL SHALL BE PER THE MANUFACTURER WHO <br />SHALL ULTIMATELY BE RESPONSIBLE FOR THE MANUFACTURE <br />OF THE PRODUCT. ALL BRIDGING AND BRACING SHALL BE <br />PER THE MANUFACTURER. <br />C. MICROLLAM BEAMS <br />BEAMS SHALL 1.8E MICROLLAM LVL AS MANUFACTURED BY <br />TRUS JOIST MACMILLAN. MATERIALS, MANUFACTURE, AND <br />QUALITY CONTROL SHALL BE PER THE MANUFACTURER WHO <br />SHALL ULTIMATELY BE RESPONSIBLE FOR THE MANUFACTURE <br />OF THE PRODUCT. ALL BRIDGING AND BRACING SHALL BE <br />PER THE MANUFACTURER. <br />D. TIMBERSTRAND BEAMS <br />BEAMS SHALL 1.5E TIMBERSTRAND LSL AS MANUFACTURED <br />BY TRUS JOIST MACMILLAN. MATERIALS, MANUFACTURE, <br />AND QUALITY CONTROL SHALL BE PER THE MANUFACTURER <br />WHO SHALL ULTIMATELY BE RESPONSIBLE FOR THE <br />MANUFACTURE OF THE PRODUCT. ALL BRIDGING AND <br />BRACING SHALL BE PER THE MANUFACTURER. <br />4.10 PRESERVATIVE TREATMENT <br />ALL EXPOSED FRAMING LUMBER, PLYWOOD AND DECK MATERIALS <br />SHALL BE PRESSURE TREATED WITH .25#,'CF <br />PENTACHLOROPHENOL PER AWPA SPECIFICATION P-5 OR OTHER <br />APPROVED TREATMENT. ALL CUTTING AND BORING AFTER <br />PRESSURE TREATMENT SHALL BE CARED FOR IN ACCORDANCE WITH <br />AWPA SPECIFICATION M-4. <br />5.0 MECHANICAL / POWDER DRIVEN FASTENERS <br />A. MECHANICAL FASTENERS (PRE -DRILLED ANCHORS) <br />1. TYPICAL MECHANICAL ANCHORS WHICH ARE INSTALLED <br />IN CONCRETE SHALL BE AS MANUFACTURED BY THE <br />RAWLPLUG COMPANY, INC. AND SHALL BE INSTALLED <br />IN COIFORMANCE WITH THE MANUFACTURERS <br />GUIDELINES AND PER ICBO REPORT #5225 OR <br />APPROVED EQUAL. <br />2. ADHESIVE ANCHORS SHALL BE OF THE SIZE AND <br />LENGTH AS CALLED OUT ON THE PLANS USING THE <br />RAWL "POWER FAST" ADHESIVE ANCHORING SYSTEM <br />PER ICBO REPORT 4514 OR APPROVED EQUAL. <br />ADHESIVE ANCHORS SHALL BE INSTALLED PER THE <br />MANUFACTURERS SPECIFICATIONS. <br />3. SPECIAL CARE SHALL BE TAKEN DURING THE <br />DRILLING / INSTALLATION OF FASTENERS WITHIN <br />CONCRETE. ANCHORS SHALL BE INSTALLED <br />IN 'UCH A MANNER SO AS NOT TO INTERFERE <br />WITH OR DAMAGE STEEL REINFORCEMENT. <br />B. POWDER DRIVEN FASTENERS <br />1. TYPICAL POWDER DRIVEN FASTENERS WHICH ARE <br />INSTALLED IN CONCRETE OR STEEL SHALL BE <br />AS MANUFACTURE BY HILTI, INC. AND SHALL <br />BE INSTALLED IN CONFORMANCE WITH THE <br />MANUFACTURERS GUIDELINES AND PER ICBO <br />REPORT #2388 OR APPROVED EQUAL. <br />2. ALL FASTENERS SHALL BE OF THE TYPE AND <br />SIZE REQUIRED TO MAINTAIN THE REQUIRED <br />PENETRATIONS. FASTENERS INSTALLED IN <br />CONCRETE SHALL BE INSTALLED WHEN THE <br />SPECIFIED 28 DAY COMPRESSIVE STRENGTH OF <br />THE CONCRETE HAS BEEN OBTAINED. <br />3. FASTENERS WHICH ARE USED IN PULLOUT <br />CONDITIONS SHALL BE NON-DESTRUCTIVE LOAD <br />TESTED IN TENSION TO (2) TIMES THE <br />ALLOWABLE LOAD EVERY 50) FASTENERS. <br />6.0 SPECIAL INSPECTIONS: <br />SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1701 AND <br />1702 OF THE 1994 UBC AND ARE REQUIRED DURING THE <br />FOLLOWING: <br />A. THE EXCAVATION OF FOOTINGS PRIOR. TO CONCRETE <br />PLACEMENT, <br />B. THE CONSTRUCTION OF THE LATERAL WOOD SYSTEM TO <br />VERIFY APPROPRIATE ELEMENTS, NAILING, HARDWARE & <br />CONNECTIONS PRIOR TO FINAL APPROVAL. <br />PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE <br />RESPONSIBLE TO COORDINATE A SCHEDULE OF REQUIRED <br />INSPECTIONS AND SHALL SUBMIT THIS SCHEDULE TO THE <br />ARCHITECT AND ENGINEER FOR APPROVAL. <br />7.0 MISCELLA,WEOUS <br />VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO <br />PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL <br />PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO <br />ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL <br />TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL <br />AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL <br />OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. <br />10101 7th Ave SSE <br />Structural Engineering Consultants <br />M <br />N <br />L <br />x <br />N w <br />M) <br />N <br />a <br />r/ ff^^ <br />vJ <br />ZJ- Q <br />Z <br />Zw <br />�oo2 <br />U) <br />a:Z(jw <br />Q©�,0 <br />z w <br />LL J <br />WL,X2 <br />LLI J>a <br />t�awcr <br />o <br />U. <br />m <br />cr <br />00 <br />m <br />I <br />CV <br />r� <br />W <br />n <br />O <br />Z <br />m <br />W <br />w <br />> (n <br />m <br />Q <br />t <br />O <br />Ld <br />Z <br />O <br />OL <br />(n LLJ <br />o <br />Q <br />Of <br />o <br />N <br />tw- <br />o <br />REVIEW. <br />SIA <br />yy+y <br />