Loading...
13-1379-008SCALE 1/4" = 1'-0" N PROVIDE V4 "0 TAPCONS 8" O.C. STAGGERED (EMB.= 1 -Y4 ") NEW CONC. BEAM (REFER TO PLAN & SCHEDULE) AIL A PLAN NOTES: 1. DATUM ELEVATION, +0' -0 ", U.O.N. ON PLANS. 2. TYP. TIE -BEAM ELEVATION = TO MATCH EXISTING. 3. REFER TO ROOF ANCHOR & CONNECTOR SCHEDULE ON THIS SKEET' FOR TRUSS CONNECTORS USED FOR THE ROOF FRAMING CONNECTIONS TO SUPPORTING WALLS, COLUMNS & BEAMS. 5. ALL ANCHORS, CONNECTORS & FASTENERS USED TO SECURE THE ROOF FRAMING TO CONCRETE SHALL BE GALVANIZED. 6. COORDINATE W /ARCHITECTURAL & OTHER DRAWINGS FOR INFORMATION NOT SHOWN ON THIS PLAN. 7. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, DRAINS, DRAINAGE SLOPE, ETC. NOT SHOWN ON THIS PLAN. 8. CONTRACTOR SHALL VERIFY IF EXIST. ROOF FRAMING MEMBERS HAVE HURRICANE ANCHORS. WHERE FOUND MISSING, INSTALL (1)- "NU -WE" NVRT -16 TWISTED RAFTER TIE FAST. W/(4) -16d RINGSHANK NAILS TO EXIST. WD. RAFTER & (6) -1/4" 0 TAPCONS TO EXIST. CONC. TIE BEAM & "USP" RT7 RAFTER TIE FAST. W /(5) -8D NAILS TO EXIST. WD. MEMBER & (3) —Y} "O TAPCONS TO EXIST. CONC. TIE —BEAM ( REFER TO DETAIL A /S -4). ROOF ANCHOR & CONNECTOR SCHEDULE ANCHOR PRODUCT CODE MANUFACTURER ALLOW. GRAVITY ALLOW. UPLIFT SEAT /BEAM /LEDGER FAST. SCHEDULE STRAP /JOIST/TRUSS FAST. SCHEDULE L1 (POUNDS) L2 (POUNDS) PRODUCT APPROVAL EXP. DATE 10 NVHTA -22 NU -VUE N/A 2429 (6)- 10Dx11i" NAILS (16)- 100x1W NAILS 1444 1944 08- 0325.02 5/22/2013 Q2 UGTS43 USP N/A 6390 (2) -V4 "x6.25" WEDGE -BOLT (8)- 1ODx116" NAILS N/A N/A FL 2033 -R3 6/20/2014 3Q NVSTA -22 NU -VUE N/A 1331 (6)- 10Dx11i" NAILS (8)- 1ODx11i" NAILS 887 1335 08- 0325.02 5/22/2013 ® NVRT -24 (T) NU -WE N/A 991 (8) -Y4"0 TAPCONS W 1Yz" PENETRATION (6) -16D NAILS N/A N/A 08- 0326.11 8/21/2013 �5 RT7 USP N/A 585 (5) -8D NAILS (5) -8D NAILS 195 195 FL 817 -133 10/11/2013 © HUS28 USP 3970 2570 (22) -16D NAILS (8) -16D NAILS N/A N/A FL 821 -R3 1/1/2013 �7 JUS26 USP 1080 1040 (4)- 10Dx11i" NAILS (4)- 10Dx1AN NAILS N/A N/A 11- 0510.01 6/4/2016 ® PAU44 USP 5775 2265 (1) -Mi"0x4" ANCHOR BOLT (2) -A "O THRU -BOLTS N/A N/A FL 821 -133 1/1/2013 Q9 AB7 NU -VUE 582 582 (4)- 10Dx1%" NAILS (4)- 1ODx1A" NAILS 794 N/A 08- 0325.02 5/22/2013 10 NVTH -28 NU -WE N/A 1490 4" MIN. EMBEDMENT (11)- 10Dx1A" NAILS 783 735 09- 0721.05 12/23/2014 CONCRETE BEAM SCHEDULE MARKS SIZE ELEV. TOP OF BEAM REINFORCING #3 TIES U.O.N. SPACING REMARKS W D BOT. TOP "S "" " "E'" "C "" RB -1 8 VARIES VARIES 2#7 2#7 0 4 #3 0 12- O.C. E.E. RAKE BEAM RB -2 8 15 MATCH EXIST 2#7 2#7 Ln Q >o ® 8" O.C. SECTION 1/S -4 letj SO. TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2010, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING,.T0 H.V.H.Z. ENGINEER OF RECORD HEREBY,i` " < < 6 �� �•, CP l,� n / RESERVES HIS COMMON LA COPYF AND OTHER PROPERTY RIGHTS IN TI PLANS. THIS DESIGN AND DRAWINGS NErrHER TO BE REPRODUCED, COPIED. CHANGED IN ANY FORM OR MANNER W SO EVER NOR ASSIGNED TO ANY P WITHOUT FIRST OBTAINING THE EXPI WRITTEN PERMISSION AND CONSEN' ROCHELL ENGINEERING, INC. ALEXANDER ROCHE& FLW' Atf 735 ROCHELL ENGINEERING, INC ' 5"IIII'd nr��y�� �l• : STRUCTURAL CONSULTING ENGINEERS C Gbble�8�93] +� CERT. OF AUTHORIZATION No. 27054 TEL , i,849.444y. -.FA1C 3�S,1d9,4148 blue a design company, inc. 2750 NW 3RD AVE STE MU1MI FLOW& 38127 TEL (305 531 -8688 FAX (305 531 -4554 # AA 26 01595 # IB 26000969 These design drawings are the exclusive copyright of blue, a design company, inc. These drawings and plans are prepared solely for use with this project and are not to be disseminated for use by any other individual or entity or any other project without the written company, inc. CONOLLTANr CLIENT/ PROJECT ADDRF" U � w U W Q I Q C/-) W � � � 0 W co I- _ Q Ln Q >o E. M. YATF 09 -20 -13 AS SHOWN MRTNETO sQr S -2 CF sio m