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08-471-018I G=1595# U=1665# G=1595# — U=1665 C I r) m ............. . . .................. ........... ....... .... Z� N G=;1595 �.T ........... PIGGYBkK:fRU SS 4m O.C. G=1596# U=1317# ..............<....................... ...... .....<.... . ...... ...... 0" IE TRUSS CONNECTION TO STRUCTURE TRUSS CONNECTION TO STRUCTURE NOTES: CONNECTION NUMBER GRAVITY LOAD LOS UPLIFT LOAD LBS CONNECTOR BY USP W NU—VUE, NVSTA-16H — NOA #Od-0510.03, UD ... .............. STRUCTURAL ENGINEER ui C14 FLA. REG. NO. 33070 + NEW 4" CMU WALL ODM Z EXPIRES DEC. 23, 2009 EXISTING 8" CMU WALL 110 311 1 — NVSTA— 1 6H JUS — N.O.A. 07-0214.20 ................. ........ CONTRACTOR TO CHECK FOR BLDG. DEPT. COMMENTS 05/20/2008 PLYWOOD TO UNDERSIDE, m INSTALLING, IF EXISTING FILLED NAIL W/ 10"d @ 6" O.C. 1 — NVSTA— 1 6H EXPIRES JUNE 04, 2011 MAY DISREGARD NEW FILLED CELL !No.2 1274 1381 — A3" X 12" NO. 2 SO. PINE HEADER D1 U) 1274 1081 1 —NVSTA-1 6H PINE WOOD JOISTS. 0 -(0 0 1054 896 JUS28 16; O.C. P) 687 1054 2—RT7 (USP) 954 1498 DETAIL "A" S4.1 1906 2992 DETAIL "B" S4.1 G=1595 3 EXISTING BASCH STRAP AD[ U=1665# LVGT2 (16)10"d TRUSS AN[ (2)10'd PLATE, (5)3-1/4" X 2-1/2" TAPCONS TO T.B G=1595# N,O.A. 07-0322.15 U=1665# EXPIRES JUNE 20, 2012 NEW STRAPS AT EXISTING TRUSSES EXISTING POURED CONCRETE GABLE G=1595# U=1665# .......... i/ . . ........................... lz 6 5 7 ZONE TYP (+ W UD ... .............. STRUCTURAL ENGINEER ui C14 FLA. REG. NO. 33070 + NEW 4" CMU WALL ODM Z EXISTING 8" CMU WALL DO NOT DISTURB APPROVALS/REVISIONS DATE ATTACH 1/2" COX C14 ................. ........ CONTRACTOR TO CHECK FOR BLDG. DEPT. COMMENTS 05/20/2008 PLYWOOD TO UNDERSIDE, m INSTALLING, IF EXISTING FILLED NAIL W/ 10"d @ 6" O.C. 0 cr MAY DISREGARD NEW FILLED CELL !No.2 FRAMING NOTES A3" X 12" NO. 2 SO. PINE HEADER 2"X8" tOUTHIERN U) 2 it PINE WOOD JOISTS. 0 -(0 0 Lo px 16; O.C. P) r 57: - ---- . ...... . . . . . ... ........... ...... . ... -- I I ULIHS, IYF. - O _.. .................... - - -- --------- - RC3..................... :1 ......... ..... 12 1 1 12 TO LINTEL (+8'–a") 41' 41' M1111RB- 1 —2 11,2'— 6 TB (+ ..... ------- ..... ... PARAPET F— WALL INSUL—DECK 7" CONC. JOIST W/ 1#6 LONGIT. REINF. AT BOTT, + 3- CONC. SLAB W/ 6"x6"x1.4x1.4 WWF AT MID DEPTH OF CONC. SLAB. & (7) #3 PINS 0 3" O.C. EA END, BAL @ 12" O.C. JOISTS 0 24" O.C. BOTT. ELEV`=+8'-8" /1\ FRAMING PLAN 1/4"=V-0" ............... : 3 CROSSYRACING 2 r3 - 1— " ''3�-0"1 -5-7 1 z—.0-- Y-07 5-7! ZONE F2 ZONE (D ZONE ZONE (DZONE L —2� 1, I 'F—] F - RIDGE - — - ---------- — ............ CD ------------ :-z 1� TO RB -2 VARIES TO PEAK: K qE C2 m No Of + ZONE TYP. 0 i \ (+8-8") E6 G=971#G=1943# U=1053# 1-171 U=21069 2" x 6" NO. 2 SO. PINE 24" O.C. 5/8" COX PLYWOOD PERPENDICULAR NAILED W/ 10"d NAILS, 4" O.C. TOP AT +11'-0" CONTINUE #4 5/8" COX PLYWOOD PERPENDICULAR AND STAGGERED NAILED PER SHEATHING TYP. DETAIL AND NOTES ON S-4.1 (TYP.) LEGEND u Q CDIaMAN CONNECTOR NAILING SCHFQULE 5-10"d x 1-1/2" STRAP v 0 6-10"d x 1-1/2" SEAT 6-10"d x 1-1/2".5TRAP 6-10"d x 1 – 1 / 2 5-10"d x 1-1/2"-".TPAP - *.'see*as • 6-10"d x 1-1/2" SEAT 6-10"d x 1-1/2" TRUSS 4-10"d x 1-1/2" LEDGER _ TELEPHONE (305) 285-67231 FAX (306) 285-6722 5-8'd HEADER 535 SW I ST. SUITE 100 MIAMI, FL. 33130 5-8"d RAFTER aaaaaeaa� DETAIL "A" DESIGN I CONSTRUCTION ADMINISTRATION S4.1 BUILDING INSPECTIONS I CAD PRODUCTION DETAIL "B" S4.1 CONSULTANT/ NOTES ALFREDO ARTEAGA JR. & ASSOCIATES, CORP. Lu Z 850 WEST 68th STREET SYMBOL DENOTES HIALEAH, FLORIDA 33014 W TEL, 305-828-7876 NEW 8" CMU WALL STRUCTURAL ENGINEER ui > FLA. REG. NO. 33070 NEW 4" CMU WALL ODM Z EXISTING 8" CMU WALL DO NOT DISTURB APPROVALS/REVISIONS DATE FILLED CELL INEXISTING WALL ................. ........ CONTRACTOR TO CHECK FOR BLDG. DEPT. COMMENTS 05/20/2008 0(00 EXSITING FILLED CELL PRIOR TO INSTALLING, IF EXISTING FILLED CELL IS IN PLACE, CONTRACTOR MAY DISREGARD NEW FILLED CELL LL FRAMING NOTES A3" X 12" NO. 2 SO. PINE HEADER 0 Lu Z (-) 0 W z cy) ui > 0 ODM Z W < W uj 0(00 Ly I 3:• LL U) z - LLJ 0 U) 2 it < 0 -(0 0 Lo 0 SEAL: 0 I"q , L A3 Mark A Caltrain AR X0013 80 Richard K. Jones, AIA 0611575.5 SHEET TITLE: FRAMING PLAN Job No. Drawing No. 2007 — JONES RESIDENCE Drawn By: RKJ Date Plotted: 04/15/2008 Scale: (VARIES — SEE DRAWING) J.0