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12-625-0111 i , I + 2 "x6" OUTLOOKERS CU 24" O.C. GALV. DRIP EDGE TO MATCH EXISTING- WOOD FASCIA TO MATCH EXIST— raked BEAM B -3 - BEAM B -1 NEW 8" CBS WALL - 5/8" STUCCO --\ 1/2" FIBERGLASS EXPANSION JT:- EXISTING FIN. GRADE— 5/8" CDX PLWD. W/ 8d NAILS 0 4" O.C. ALONG 54" WIDTH OVER DOUBLE 'X' BRACING 3 GIRDER 1 TRUSS TOP OF TIE BEAM ELEV. VARIES z DOUBLE 'X' BRACING u (2)16d NAILS PER CONN. 5/8" GYPSUM WOOD TRUSSES BD. TYPE 'X' ® 24" O.C. FIRECODE 1" x 4" FIRE STOP TYPICAL ALL EXTERIOR WALLS. #5 VERTICAL BARS AS PER FOUNDATION PLAN, MAX. SPCG. CAD 48" O.C. 1/2" DRYWALL OVER 3 /4 "P.T. FURRINGS 0 16" O.C. 4" CONCRETE SLAB W /W.W.F. 6x6x10/10 ON 6 -MIL VISQUEEN TOP OF FINISH FLOOR ELEV. –0 -0" a �. �NJ �N, 1 C COMPACTED SOIL V -4" S ECTI 0 N SCALE : 1/2" = V-0" S �-2 STRAP SCHEDULE MARK No. MFR PRODUCT CODE FASTENERS UPLIFT CA CAPACITY, CONCRETE COLUMN SCHEDULE TRUSS OR. BOT.PL. Q REINFORCING MARK SIZE VERTICAL REMARKS 08- 0326.11 L1 =250 LBS, L2 =500 LBS BARS TIES aQ a -S' x 1' -0'. 4 # 5's #3's • 12'O.C. AS SHOWN c2 0 -a' x 1' -61P. 6 # 68 #3's a 12'O.C. AS SHOWN STRAP SCHEDULE MARK No. MFR PRODUCT CODE FASTENERS UPLIFT CA CAPACITY, PRODUCT y APPROV. No. REMARKS PLATE TRUSS OR. BOT.PL. Q NU -VUE NVTAS 216 - 5 -10d 2,236 08- 0326.11 L1 =250 LBS, L2 =500 LBS • NU -VUE NVTAS 216 - 6 -10d 2,254 08- 0326.11 L1 =385 LBS, L2 =565 LBS 3� NU -VUE NVHC 43/2 10-10d 10 -10d 917 08- 0828.02 L1 =547 LBS, L2 =432 LBS 4 NU -VUE NVUCB -1 3 /AT S PLATES XP SIO x LrS IN MIN. EXPANSION BOLTS INTO T/R 4,800 SEE COPY L1 =3350 LBS, L2 =2770 LBS I t: L1 15 LOAD PARALLEL TO WALL; L2 IS LOAD PERPENDICULAR TO WALL. i • ••Y•• MASONRY ••!• ••• •• •• • ••••• Y y • Y •r•• • Y • •i••Y • • „ • Y • • • • • • GROUT Y • •y• ••• R 6262 SA DAYS.! 5/8" CDX PLWD. W/ 8d NAILS Q 6" O.C. ALONG 48" WIDTH OVER 2"x6" OUTLOOKERS DOUBLE 'X' BRACING 24" O.C. 3 GIRDER 1 TRUSS GALV. DRIP EDGE TO MATCH EXISTING WOOD FASCIA TOP OF TIE BEAN TO MATCH EXIST ELEV. VARIES BEAM B -1 NEW P.T. WD. 2x6 NEW 41 O'G�IvIAX�' A.B.'s U,2–PART NEW WD. TRUSSES @ 24" O.C. MAX NEW 8" CBS WALL NEW #5 TIE –DOWNS @ 24" O.C. MAX. EXISTING SET DOWELS 6" IN WOOD TRUSSES EPDXY NEW P.T. WD. Cr m 2x4 W/1/4 "x3 1/4" EXISTING CONCRETE IZA /H TAPCONS C� 12" O.C., TIE –BEAM STAGGERED EXISTING 8" CBS WALL SECTION 2 SCALE 1/2" = 1'-0" L 2 2' —fi" 90 0 (BENT) H #3 TIES i 12" 0 11ES 24" 0 Z W 1, v O N © N F 8 "X12" CONC. T.B. • W/4 #5 CONT. 2' -6" LONG BAR SPLICE (TYPICAL) ADD'L RESNF. BAR 1 —#5 TOP & /OTT. BENT 90 9 CORNER. TYPICAL T/B CORNER A DETAIL (TYP.) S -2 N.T.S. EXISTING TYPICAL NEW TO EXISTING FOOTING CONNECTION DETAIL. B DETAIL TYP. S -2 N.T.S. ROOF DESIGN LOADS ROOF DEAD LOAD = 25 P.S.F. ROOF LIVE LOAD = 30 P.S.F. DL + LL = 55 P.S.F. WIND LOADS. V= 180 MPH EXPOSURE 'C' CATEGORY II qz= 59.93 PSF ENCLOSED STRUCT. GCpi = +/– 0.18 ROOF SHEATHING TO BE 5/8" CDX Wad RING SHANK NAILS @ 6" O.C. AND 1 O RING –SHANK NAILS ® 4" O.C. 0 ZONES 1 AND 2, AND 4" O.C. m 2ONES 3 (SEE SHEET S -3) O ^I � d- M USE STAGGERED LAYOUT AS SHOWN LEAVE 1/8- GAP BETWEEN SHEETS OR PIECES PLYWOOD SHEATHING LAYOUT N.T.S. ' E" CBS WALL K2' -6" DOWELS L 6" INTO EXIST. TING & SET IN ART EPDXY RESIN. NEW FOOTING ROOF FRAMING PLAN 1*111,v SCALE: 1/4"= 1' -0" N MASONRY NOTES: 1. Standard units of hollow concrete blocks shall conform to ASTM C90, except that the maximum moisture content shall not exceed 50% of the total absorption. 2. All mortar materials shall conform to ASTM C270. 3. Mortar shall be of type m (2,500 psi) or s (1,800 psi). 4. Reinforcing steel shall be lapped a minimum of 18 in. At footings and tie –beams over masonry walls, and 30 in. at tie – columns and at tie –beams over openings spanning over 3 ft.. 5. Tie –beams shall have one #5 bent bar, 30 in. long each side, top and bottom at all corners on the exterior of the reinforcing, and 4 #3 ties at each bent. 6" Tie –beams shall be a min. of 8 "x12" with 2 #5 bars top and bottom, and #3 ties at 24" o.c. max. 7. Tie –beams that require a larger depth than 15 " shall have added 2 #5 bottom with min. 3" bearing into the jambs, and shall have t3 ties at 8" o.c. max. S. Window jombs shall be min. 4 "x8 concrete with 2 #4 bars at middle. Bearing shall be a min. of 3 ". 9. All block wall cells next to openings less than 3 ft. In width shall be concrete filled. For openings between 3 and 8 ft. In width, the adjacent block cells shall have 1 #5 vertical bar from footing to tie - 10. ta5At a1tWtIre*Wc lintels may be used for openings no more than 7 ft. In width. 11. Use galvanized no. 9, ladder type, horizontal reinforcement (dur —o —wall) at 16" o.C., or every other course. Lap 4" minimum into the tie — columns. MASONRYIGROUT NOTES 1. MASONRY GROUT SHALL BE POURED INTO CONCRETE BLOCK CELLS FOR ALL NEW VERTICAL BARS ' AND AT ALL NEW ANCHOR BOLT LOCATIONS. 2. MASONRY GROUT SHALL COMPLY WITH A.S.T.M. C476. 3. MASONRY GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28 6262 SA DAYS.! 4. MASONRY GROUT SLUMP SHALL BE 9 IN. 5. MASONIRY GROUT SHALL BE POURED IN TWO LIFTS, WITH EACH NOT EXCEEDING 4 FT. WOOD NOTES: 1.ALLI TRUSS LUMBER SHALL NOT BE OF A GRADE LESS THAN STRUCTURAL NO. 2, YELLOW PINE OR OTHER EQUIVALENT WOOD SPECIES. 2.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL WOOD EXPOSED TO EXTERIOR SHALL EITHER BE PRESSURE TREATED OR COVERED WITH AN APPROVED SEALER /COAT THAT ASSURES THE INTEGRITY OF THE WOOD. 3.ALL WOOD SHALL BE REASONABLE FREE OF KNOTS OR OTHER CONDITIONS THAT DIMINISHES THE STRUCTURAL PROPERTIES OF THE MEMBER SECTION AFFECTED. 4.ALL WOOD SHALL BE STRAIGHT AND FREE OF OTHER DEFECTS AND /OR CRACKS. 5.NAILS SHALL NOT BE USED IN DIRECT PULLOUT DESIGN CONDITION. 6.EDGE AND END ALLOWABLE DISTANCES FOR WOOD CONNECTORS SHALL BE AS PER THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION OR OTHER APPROVED AGENCY. 7.WOOD TRUSS MANUFACTURER SHALL HAVE PRODUCT CONTROL APPROVAL FROM MIAMI -:DADE COUNTY, FLORIDA. &WOOD TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS WITH SIGNED AND SEALED CALCULATIONS FOR APPROVAL BEFORE FABRICATION. 9.WOOD TRUSS MANUFACTURER SHALL SUBMIT ALONG WITH SHOP DRAWINGS THE REQUIRED PERMANENT BRACING FOR MAINTAINING THE ASSUMED CONDITIONS IN THE SIGNED AND SEALED CALCULATIONS. 10.WOOD TRUSSES SHALL BE SPACED AT 24" O.C. MAXIMUM. 11.EXTERIIOR PLYWOOD FOR THE ROOF SHALL BE CDX 5/8" MIN. WITH Ed NAILS AT 6" O.C. MAX. 12.1X3 WOOD CONT. AT 16" O.C. MAY BE USED AS PERMANENT BRACING OF BOTTOM CHORDS. 13.ALL WOOD CONNECTORS SHALL GALVANIZED AND MIN. 20 GA. STEEL WITH N.O.A. �I- GAE 111- AB • • •iy • • • 1 I 1 •y• ••• ••• •• • • T^� I • v "• V(iV r•• wY• t -Addifio"'lo: V r • ! y W • • i Te jeda Residence 5729 S.W. 60 Avenue, South Miami, FL. This drawing and /or specification is /are provided as an instrument of service by N25 Architecture Co. and is /are intended for use on this praJ'ect only. This drawing remains the property of N25 Architecture Co. and shall be returned upon determination of intent. All drawings, specifications, designs, models, and arrangements appearing herein constitute the original and unpublished work of N25 Architecture Co. Any reproduction, use, or disclosure of the proprietary information contained herein without the prior consent of N25 Architecture Co. is strictly prohibited. Sheet Title: RGOF G PLAN, SECTIONS & DETAILS, NOTES Issue Date: Project No. May 16, 20 12 August 6, 2012 REV. NO. I Drawing No.: I--- S = 2 Professional of Record: Norman Blandon Discipline: Archi"ecture Registration -No. AR- 0016380 Structural Engineer --of– Record: Carlos J. Navarro, P.E., P.E. Lic. 035276 0 6262 SA 40 Street 2A ami, Flor -Suite Ja 33155 hone 30 666 -5151 Florida I ense A 0003242 W O 00 M N V' M0 p O M con -�.� "k This drawing and /or specification is /are provided as an instrument of service by N25 Architecture Co. and is /are intended for use on this praJ'ect only. This drawing remains the property of N25 Architecture Co. and shall be returned upon determination of intent. All drawings, specifications, designs, models, and arrangements appearing herein constitute the original and unpublished work of N25 Architecture Co. Any reproduction, use, or disclosure of the proprietary information contained herein without the prior consent of N25 Architecture Co. is strictly prohibited. Sheet Title: RGOF G PLAN, SECTIONS & DETAILS, NOTES Issue Date: Project No. May 16, 20 12 August 6, 2012 REV. NO. I Drawing No.: I--- S = 2 Professional of Record: Norman Blandon Discipline: Archi"ecture Registration -No. AR- 0016380 Structural Engineer --of– Record: Carlos J. Navarro, P.E., P.E. Lic. 035276