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SEE TYPICAL WOOD DECK ATTACHMENT NOTE DECK SCREWS, 1 EACH SIDE OF MAJOR RIBS. OUTSIDE CLOSURE WITH TAPE SEALANT TOP & BOTTOM. --\ ROOF DECK ROOF RIDGE CAP MAX -RIB PREFINISHED ROOF PANELS OVER ROOFING FELT. DECK DETAIL a@ RIDGE METAL DECK END CAP (SEE EC-1) DECK SCREWS, 1 EACH SIDE OF MAJOR RIBS. - SEE TYPICAL WOOD DECK ATTACHMENT NOTE -� ROOF DECK ROOF HIP CAP CAULK JOINT IN FIELD BY OTHERS MAX -RIB PREFINISHED ROOF PANELS OVER _ ROOFING FELT. DECK DETAIL @ HIP BEAM SECTION LOOKING UP HIP BEAM / 2" 2" NS, 2" ON )F MAJOR RIBS SECTION THRU ROOFING PANEL @ EAVE (METAL DECK ATTACHMENT ALONG HIP LINE IS SAME AS AT THIS SECTION) \ \ DECK SCREWS, 2" ON EACH SIDE OF RIBS @ \ SPLICES. 2" ON ONE SIDE OF INTERMEDIATE \\\ RIBS, LINES OF SCREWS TO BE 24" O.C. 1 r MAX -RIB PREFINISHED ROOF PANELS OVER ROOFING FELT AL �---- - - ROOFDECK 36" COVERAGE n, SECTION THRU ROOFING PANEL @ INTERIOR V" I --I I I-' UAF o� rn co W co M 9" RIDGE CAP 24 GA. 24 GA. 75 LN. FT. REQUIRED 24 LN. FT. REQUIRED INSTALLATION: INSTALLATION: FASTEN HIP CAP TO EACH ROOFING PANEL AT FASTEN RIDGE CAP TO EACH ROOFING PANEL AT HIGH RIB. (1) LAP SCREW PER RIB, PER SIDE. HIGH RIB. (1) LAP SCREW PER RIB, PER SIDE. THE ACTUAL ROOF PITCH MAY VARY FROM THESE GENERAL DETAILS. SEE T!7ze DECK NOTE 64„ DECK ATTACHMENT @ BEAM TYPICAL WOOD DECK ATTACHMENT NOTE ATTACH EACH PIECE OF DECK TO EACH SUPPORT WITH (2) J"-20 x 3" SELF -DRILLING SCREWS. DRILL PILOT HOLES AS REQ'D. ALTERNATE FASTENERS ALLOWED: 1. HILTI X-U 52 (2" LONG) FASTENERS. 2. RAMSET 1514 (2" LONG) FASTENERS. FASTENERS MUST BE INSTALLED WITH A MANUFACTURER APPROVED FASTENING TOOL. FASTENERS MUST PENETRATE TOP WALL OF TUBES. SELF -DRILLING SCREW SPECIFICATIONS: LAP SCREW = 1/4-14x7/8 IMPAX LAP, 5/16" HEX HEAD DECK SCREW = 9-15x1 WOODGRIP HWH SHARP POINT FIELD TRIM ENDS AS REQ'D. ELEV METAL DECK END CAP EC-1 24 GAUGE 16-REQ'D 8 SIDE 57 PIECES @ 62" = 32'-04" 11'-1016" 20'-0" 11'-1016" 43'-98" TRUE WOOD ROOF DECK PLAN 2-REQ'D SCALE: 1/8" = V-0" 44'-1g 12'-0 6„ 12'-0 6" 20'-0" 7� C� r �N - c0 t /fl Lo 46- . I I I I I "! " I , (V -615 - 13'-0" 13'-0" IT-10" 131-0" IT-01" " --6 [3'4"' 3'-0" 3'-0" 3'-0" 3'-0" T-0" T-0" T-0" TRUE METAL ROOF DECK PLAN 2-REQ'D MAX -RIB PREFINISHED ROOF PANELS DECK SCREW A" INSIDE CLOSURE WITH TAPE SEALANT TOP & BOTTOM. - EAVE TRIM DECK SCREWS / @24"O.C. FASCIA i SCALE: 1/8" = V-0" ROOFING FELT FLOOF O NAILER EAVE DETAIL DECK CUT AT HIP LINE IS USED 22 PIECES @ 64 = 12'-4"' OPPOSITE HAND IN ADJACENT BAY. REVERSE DIRECTION OF LAY-UP. Y U � w 0 o LL. O U � . I 11'-10 g' 11'-10 6" 23'-91' 8 TRUE WOOD ROOF DECK PLAN 2-REQ'D SCALE: 1/8" = V-0" 24'-1 g' 12'-0 6" 12'-016" Y U W c i�co WO _ IPA hlao O wilco m `cd> @� v co >1 1'-6 6" 3'-0" 3'-0" 3'-0" L 3'-0" 3'-0" 3'4" 3'-0" I1'-6 5-1 TRUE METAL ROOF DECK PLAN 2-REQ'D SCALE: 1/8" = V-0" ERECTOR TO FASTEN PEAK CAP @ SEAM W/ 2 LAP SCREWS. APPLY MASTIC TAPE OR CAULK FOR FULL LENGTH OF SEAM TO ACHIEVE WATER TIGHT SEAL. 12 Q 4 ELEV. ROOF PEAK CAP RP4 2 REQ'D. ERECTOR NOTE: CAULK AND ATTACH TO ROOF PEAK WITH LAP SCREWS. THIS PRINT IS THE PROPERTY OF RCP SHELTERS AND IS NOT TO BE USED, COPIED, OR REPRODUCED WITHOUT THEIR EXPRESSED WRITTEN PERMISSION. 0 Z � J LL I W ~ J V U qt N Z w —17 D Z) w L N r� w LID J O = Q o E U U M ne N m m o= U_ QQoo �0 LL LL o0 -C Q Q ■ ■ N U L Z U Y ::) .r L6 X N O r0nn V CU LL •M Lh (� O ■ ■ a U) W w Z ow J � {i) W w M ZO Z U ■ ■ U_ ti Zwo� a. ¢ U ON Co' N n/ ��oLo Z ' a m 00 ■ ■ L U) N ILEIUj Q 0 O a o = F- W N (n w ■ ■ Daniel P. Seymour, P.E. 1 4-221 -A Enterprise Engineering Consultants, LTD. DRAWN. 710 French Street CJT 12-18-14 Peshtigo, WI 54157 CHK'D: DPP 12-19-14 FL Corp. Certificate No.: F00000005724 FL PE. NO.: 71972 ��.•v�CENSF•..,,OG�% ? �No. PE71972�_* s i STATE OF REV 1: REV 2: REV 3: REV 4: SHOP DWG NO.: 10722R5 EEC JOB NO.: 10722 R V SHEET NO.: 5 OF