6320 EVERGREEN WAY VERIZON WIRELESS ANTENNA 2019-09-05

k ,r BEAM PER PLAN tSCREEN WALL BEAM PER PLAN ELEVATION PER I `�PERF,& BEAM PER PLAN FRP TUBE BEAM PER PLAN SIMPSON LTP4 CUP _ 1•_4• I BOLTS SCREEN 0 16'0/C (4)(fx5'HEX-HEAD LAG SCREW / (4)}'0z5"HOC-HEAD LAG SCREW (4)('fx5"HEX-HEAD LAG SCREW (3)�"@ THREADED ROD- WALL& (4)3'0x5'HEX-HEAD �y ON BEAM GAGE 0 5'0/C. (E)WOOD FRAMED / 1'-0' / ON BEAM GAGE 0 5'0/C. 1'-6' I/ I ON BEAM GAGE 0 5'0/C. BOLTS SCREW0/BEAM BOLTS 0 32'0/C PARAPET 6. ,,_O. BOLTS 0 32'0/C SIMPSON LTP4 CUP I I 4 GAGE 0 5'0/C 0 16'0/C TOP OF STE.. PARAPET NEW DBL 6x8 P.T.WOOD / / = I y TDP OF STEELh (4)1�fz11'HD-HEAD LAG SCREWS 6• I 6• / - TOP OF SfEEL� 1,-6 SLEEPER I 15, I (4)1�'W 1'HER-HEAD LAG SCREWS (4) '/x11'HD-HEAD II/ TOP OF STEEL O 12'0/C,HEADS COUNTERSINK I 0 lY 0/C,HEADS COUNTERSINK A, LAG SCREWS O 12'0/C SIMPSON SDS _ INTO SLEEPER.BOLTS 0 32'0/C. - INTO SUPER. _ HEADS COUNTERSINK INT( Y'0x3.5'SCREW SIMPSON A35 W/ - - SLEEPER. �� (4)�'Ax10'HIX-HEAD LAG SCREWS I I (2)�'0 THREADED ROD 012-SD9112 0 16' •I�� NEW DBL 6z8 P.T.WOOD0M116'0/C 4 CL1PI IO 16'0/C II��I :IP° 16'0/C.RODS O 32'0/C ' SLEEPER �d'y'!'1NM O 12.0/C,HEADS COUNTERSINK 0/C EA.SIDE TYP, r, o 4Jv4 (2)SIMPSON �� INTO SLEEPER.BOLTS 0 32'0/C. SIMPSON LTP4 CUP AND 1 SIMPSON a (3)1.O THREADED ROD 0 9' NEW DBL 6x8 P.T.WOODUM SDS)('0x2.5 ILII:�, 0 16'OC,TYP A35 ON Ea END OF 0/C. _ i' SLEEPER SCREWS 0 16' IIS I Ai/ —TOP OF ROOF SHEATHING THE SLEEPER x —TOP OF ROOF SHEATHING tOd NAILS 0 r $ $ /'+•LS /'•.IS TOP OF ROOF SHTHG.h_ 13) # �� L4x4xYxx LENGTH OF SLEEPER SIMPSON SIMPSON �'� �- 6'0/C 'I ,►i/1., EW DBL 6x8 P.T.WOOD SLEEPER A35 CUP i I z NEW 2.4 NAILER ON EACH A35 OI1P ° ,,. (E)RIM JOIST ! k TOP OF ROOF SHEATHING )( ?' II�� 1�� , = 4x4xYp LENGTH OF SUPER ° 1,' SIDE OF BLOCKING I 12-55 1 A35 W/ 1 ..�A..0.TIIBa:.�=: (2)3'A THREADED ROD 0 J • �° 12-SD9112 0 16'0/C SIMPSON 1111 �k 16"0/C.RODS 0 32'0/C SIMPSON HU66 JOIST HANGER AT ° ° SIMPSON NU66 JOIST ° ° SI�MpSON 5 oSIDE TYP,NroEA?) H25A CUP IR � ' ,� I EACH BLOCKING MEMBER LUNGER AT EACH BLOCKING + END OF THE SLEEPER ILII, 6x8 BLOCKING BETWEEN I - 00 PROVIDE WOOD BLKG AT TA MDABER I 9' '� 9' ...,.. PACIFIC CCNPCgAF1C1� ANGLE ON EA ,ILII,, �� (E)TA JOISTS JOISTS FOR HANGER ATTACHMENT -7: 6z6 BLOCKING BETWEEN ` SIDE OF(N) I\Lod. SIMPSON HU66 JOIST ,I (E)ROOF JOISTS (E)2x12 JOIST W/(3) // TATO JOISTS- �+w 1�H�� HANGER AT EACH BLOCKING (E)TJI ROOF JOISTS INSTALL PRIOR ►�, ` STL BEAM, MEMBER I • PER PLAN \-- ROWS OF 10d-F NAILS O (N)2x12 SISTERED TO 8"0 C TO INSTAUJNG �� SLEEPER,& CUT(E)JST BLKG.&PROVIDE (E)2x12 JOIST W/(3) 1 SEA-PEENING (N)TJI ROOF JOISTS ROWS OF 10d-F NAILS 0 �'— SIMPSON HU66 JOIST BLKG. BOLTS (N)TA ROOF JOISTS PER PLAN II (N)BLKG.BETWEEN JOIST- 8"0/C (E)RIM JOIST ER AT EACH (E)2z6 WALL II� (N) 12'WEB STIFFENER PER PLAN (E)RIM JO SECURE BM.TO JST W/ '"' BLOCKING MEMBER PER MANUFACTURER PROVIDE FULL DEPTH SIMPSON A35 AT BOTH ENDS CUT(E)JOIST BLKG&PROVIDEWEB BLKG 2x BLOCKING (E)RIM JOIST NOTE: (E)STAIRWELL WALL "+ 6z6 BLOCKING BETWEEN (NEW BUILD) (N)BLKG BET.JOISTS.SECURE(N) UPGRADED JOISTS NOT APPLICABLE ON (E)ROOF JOISTS DETAIL-SECTION BLKG TO WEB STIFF.USING A35 (I) DETAIL-SECTION © DETAIL-SECTION THE SOUTH CONNECTION;UPGRADES e820 EV WAY EVERETTSCALE 1'=1'-0' SCALE:1'=1'-0" SCALE.r-1'-0' SHOWN FOR REFERENCE ONLY C E•'AIL�oSECTION O 8 8N ACCUNTY FRP TUBE PER I I T S+LEEPER.R.M& BEAM PER PLAN ELEVATION \ I I BpLTs \ (3)ROWS OF 10d-F 10d (3)ROWS OF 10d-F 10d I (4)�'ex5'HEX-HEAD LAG SCREW NAILS 0 6'0/C TO NAILS 0 6'0/C TO NOTES: ! C 1'-6" I ON BEAM GAGE 0 5'0/C. ENTIRE JOIST ENTIRE JOIST SIMPSON LTP4 CUP (3)ROWS OF 10d-F (2)ROWS OF 10d-F » ®16'0/C I BOLTS 0 32'0/C. NAILS 0 8'0/C NAILS 0 8'0/C 1. USE %s PILOT HOLE FOR %g"0 LAG SCREWS , _ _ TOP OF STEEL /—(E)PLYWOOD SHEATHING (E)PLYWOOD SHEATHING (:).s....01/1*HEX-HEAD Lac SCREWS 2. USE PORTABLE DRILL PRESS FOR FIELD HOLES ' CAMPES =1111[1-11 C,HEADS COUNTERSINK • • THAT ARE DEEPER THAN 6" (NO HAND HELD ASSOCIATES INTO SLEEPER.BOLTS 0 32'0/C SIMPSON A35 W/ x0 NEW DBL 6x8 P.T.WOOD I ,v. ,%. DRILLING FOR DEEP HOLES). 19401 4DTHAVE.W.,SUITE 3D4 12-SD9112 0 16' �,,, I ' I —! O/C EA SIDE T16' 'I' 1' SLEEPER LYNNWOOD,WA 98036 .li.01 3. SEE ELEVATIONS AND ASSOCIATED SECTIONS FOR PHONE:(425)740-6390 AND(1)SIMPSON o 1 f a roTHREADED ROD 0 9" FAX:(425)224-1614 A35 ON EA.END OF V t/ 0/C.RODS 0 32"0/C 4' I 4" SCREEN WALL PLACED ON TOP OF STEEL BEAM WWW.CAMPASSOC.COM THE SLEEPER TG TOP OF ROOF SHEATHING 4. SEE ARCH. DRAWINGS FOR FLASHING AND —........... — PlialtrA NEW 2x4 NAILER ON EACH I I I / \ ‘I WATERPROOFING AT SLEEPER. PROJECT MANAGER. M"A rSIDE OF BLOCKING 4- 5. ALL ROOFING WORK TO BE PERFORMED BY (E) PREPARED BY, GA SIMPSON =� SIMPSON HU66 JOISTli A35 I HANGER MEMBER AT EAC'BLOCKING 8JOIST BUILDINGS ROOFING CONTRACTOR SO (E) USA I V \ +%' OWARRANTIES REMAIN IN EFFECT. AP�VED BY.fi 6x6 BLOCKING BETWEEN N 2x8 JOIST SISTERED(E)ROOFJOISTS / / TO(E)2z8 JOIST 6. REPAIR EXISTING WALL SECTION AND ROOF TO (N)2x8 SISTERED TO(E) MATCH EXISTING CONDITIONS CUT(E)JST BLKG.&PROVIDE 2x8 JOIST W/(2)ROWS (�2x12 JOISTI (N)BLKG.BETWEEN JOIST- OF 104-F NAILS 0 8' 1 2 GA 01/22/19 FINAL PERMIT ISSUE SECURE BLKG.TO JST W/ 0/C (N)2x12 JOIST SISTERED 1 GA 01/11/17 FINAL PERMIT ISSUE SIMPSON A35 AT BOTH ENDS TO(E)2x12 JOIST 0 GA 12/15/16 PRELIM PERMIT ISSUE (E)RIM JOIST A GA 10/17/16 PRELIM PERMIT ISSUE DETAIL-SECTION ED DETAIL-SECTION DETAIL-SECTIONOPLAN REVIEWERS 818NATUiE SCALE1'=1'-0' SCALE:3'=1'-0' SCALE 3'=1'-0' ENGINEERS STAMP Tom', gb aWA.% t 1A. ,3 NL1t 1 'Iow,,L-01/22/IN MEET NA&E STRUCTURAL DETAILS MEET NUMBER .2) .)/' S-4.1 PROJECT NUIMER