Loading...
01-0320-014 3- TAP 235# FIBERGLASS 5H[Nl-ALE 1 -30# FELT W/ TIN TAGS NOT TO EXCEED 12" 1N ANY D1nECTI0N w `' U � 5/8" "PLYWOOD W1 1 na F,11`15, SHANK Q N � aow NAILS @ ,4` 0-C. AC o N DIAPHRAM BLOCKING TO BE ANCHOR STRAP KT- 1 218 o h Co tf 10' -0" @ 24" O.C. - MTL.DRIP ©o _ 0 o Ix2 r- r O �- W a co � 1xG OCO o 2-- 1 Gd NAILS RIBBED MTL. LATH W/ STUCCO TRU55E5 BY MFR. NEW 8x 12 RAKED BEAM ,� . , 145 @ 3' - 0 MAX. IN CONC. CELL FILLED BLK. . 2x4 CONT.BRACI NG V Ma. 1 EMBEDDED INTO EXISTING TIE BEAM W/ CONCRE5IVE 1090 LIQUID EPDXY q 1js 1/2" GYP. BD. W/ WONCOAT BONDING TENSILE STRENGTH 5000 PSI � , sii, l fist r,Lt x I x4 P.T. FIRESTOP EXSITING 8x 12 TIE BEAM WD. FURR. @I G" O.C. 8" BLOCK � 7.55 LOW-E INSULATION '- STUCCO 1/2" GYP. BD. W/ WONCOAT i z ry w LLJ Q GABLE END WALL 5ECTION 3/4' = 1 ' -- 0" L C 12 A PREFABRICATED TRUSSES TO MATCH X51T1 NG;TRUSS SYSTEM p 2 I/2 w �-2 w w IL. 3- TAP 235# FIBERGLASS SHINGLE CL� >, W EXSITING ANCHORS TO REMAIN C) 1 -30# FELT WI TIN TAGS NOT Q TO EXCEED 12" IN ANY DIRECTION D � o � --_ '�-- 5/8" PLYWOOD W/ I Od RINK SHANK 2-RT-1618 HUGHES ANCHOR STRAPS Q NAILS @ G" Q.C. t- 4" @ GABLE EDGE ,� UPLIFT (X) = 378.2# EX15T1 N G TRUSSES UPLIFT (Y) = 1590.6 # ' . 1 L1� O ALL STAPS CONSIDERED AT MAX. LOAD RIBBED MTL. LATH W/ STUCCO C 2X4 CONT. BRACING MTL.DRIP AT ENTRANCE. G u 8 x22 ALM. SCREEN r 1x2 VENT @ 8' O.C. I x3 WD. FURR. @ I G" O.C. I xG 145 DOWEL INTO EXISTING TIE BEAM 112" GYP. BD. W/ WONCOAT Q CONCRE51VE 1090 LIQUID EPDXY 1 m BONDING TENSILE STRENGTH 5000 P51 SEE ANCHOR DETAIL ON SHEET S-1 I 2-RT- I G 18 REMOVE SCREEN 7 WD SOFFIT REPLACE EXSITING Ix2 PT REPLACE W/ MTL. LATH � STUCCO FIRESTOP W/ I x4 OR EQUAL W/ 8"x 2;2 SCREEN VENT @ 80 O.C. 2--RT- 1 618 HUGHES TRUSS ANCHORS TRUSS SYSTEM # 95-0717.03 EXP. 10/0 1/01 EXSITING 81 2 TB EXSITING I G" BASCH ANCHOR 12- I Od GALV. NAILS 1 -#5 REINF. ROD ' @ EACH TRUSS AS SHOWN ON PLAN WD. FURR. @I G" O.C. STUCCO TIE BEAM TAPCON CONCRETE ANCHORS BY ALCO INDUSTRIES INC. 00- 1 201 .01 EXP. PENDING z w 7.55 LOW-If INSULATION - � "' � '^"^'L' - I �' I ^A U SHEAR 4(1/4 X2 )X(13/4"MIN. EMBEDMENT) = 4 (475) =.1900# Q TENSION 4(1/4X2)X(13/4" MIN. EMBEDMENT) = 4(483) =1932# n COMBINE SHEAR & TENSION = 1590.6/1900 + 378.2/1932 =1.03 < 1.33 (OK) 1/2" GYP. BD, W/ WONCOAT > p UJ ,v 0 8" BLOCK NN v0 2 EXSITING FIN. FL. I x4 PT o EXPANSION JOINT Q ED 5 H Ef ET 1 4, -111=I I I-I I ICI I I-III-1► 145 DOWEL INTO EXISTING FOOTING _,I 1=III=III=1 I I=III I I=1 11=1 I I—III=1 I I=11 '�•:., !;' �' : CONCRE5IVE 1090 LIQUID EXPDXY III—III—III—III—I —I I (=III— III=III=III= 5 - 2 BONDING TENSILE 5TRENGH 5000 P51 0 —I I I—I I I—I I= I I:1 11—I I Mi I I—I I I= �—III—I� d I I—III I I 1-1 I I—II1=111- =ITI—I 1=I 1; o 11 - ' TIE DOWN DETAIL 3/4' = 1 ' — 0" EX51T1 NG WALL SECTION 3/4' = 1 ' - 0" DONALD W. SHACKELFORD P.E. STRUCTURAL ENGINEERS AND PLANNERS R1s-24803 5—z .. � . 7975 SUNSET DRIVE r • .•, �, , 61 MIAMI, FLORIDA 33143 TELE (305) 271-8040 FAX (305) 273-1210 ROBERT KOGER AIA Arch ect: AR-0005174 Date �/ ��