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AR (9809-121) (Structural Calculations)LANGSTON & ASSOCIATES 1810 E. 16th Street Santa Aha; CA 92701 (714) 836-8655 Job # 9198 PROJECT: Remodel for: Mr. & Mrs. Robert McDaniel 49795 Ave. Montero ' La Quinta, CA 92253 CLIENT:. Mr. & Mrs. Robert McDaniel 49795 Ave:Montero La Quinta, CA 92253 BUILDING CODE: U.B.C. 1994 MATERIALS, Except as otherwise specified herein: Concrete 2,000 PSI at 28 days Concrete Block Grade N. +. Unit, C-62 Brick Masonry Grade MW, 2,500 PSI Units, ASTM C-62 Rein£ Steel 20,000 PSI (ASTM A615, Grade 40) Structural Steel 24,000 PSI (Compact) (ASTM A-36) Structural Pipe 22,000 PSI (ASTM A-53, Grd. ;`B") . Plywood Sheathing D.F.P.A., Structural II, INTR. P.S. 1-83 Glue Lam. Beams 2,400 PSI (D.F. - Larch, Comb. "A" or Comb. 24F Lymber Grade Marked D.F. - Larch, W.C.L.B. Grdg. Rule 16 .Soil Pressure See Foundation Plan for Complete Data DESIGN REFERENCES, including Charts and Tables -from: Lumber & Timber Wood Structural Design. Data (Volume 1 National Forest Products Association) Steel Manual of Steel Construction, AISC Concrete Reinforced Concrete Design Handbook, ACI: Ultimate Strength Design Handbook, ACI Concrete Block Masonry Design Manual, by Masonry Industry Brick QR�E�o�Cb O q LANGs� Advertising Committee B C.-E. 29373 L -n v. •rye;' q m. . xp: D`a = 99� Civil- IVILOr Ck`,L�ti��a Or - Registration No. Date PROJECT SHEET NO. LANGSTON & ASSOCIATES FOR Joe NO. STRUCTURAL CONSULTANTS LOCATION I x �UI _ I f /� DATE 1810 EAST 16TH ST.,SANTA ANA,CALIFORNIA, 92701 d ITEM: (714836-865$ ENGINEER 1 •L•/7 �lI\II y-1� t; _.,+'--- _ _ _ �.J:':.1'f\:7\�+ V1Y.C.\. :?1�J �J t,/:-/!. L'i,1 .L:I \,) FOR JOU hf U. 11 ,x,.1'1=i tJC;TUI�IG.I_ Cl:)N.'�IJL i AN"I':; LOCATION - DATE... 1810 EAST 16TII ST.,SANTA ANA,CALIFOHNIA, 02701 ITEM: (714)836-BG55 ENGINEER ROOF LOADS -Ti(-F-- roof -111". _ 10.0 PSI= Plywood sheathing = 1.5 PSF hraniin.; = 3.0 PSF Ceiluig = 2.2,11SF. . 1\Iiscellaneous _ '1.3 PSF ----------------------------------------------- D;ad Ioacl = 18;0 PSF Live load - 16 0 PSF Total load = �f.0 PSF WALL LOAD_ Exterior Wall = 15.0.PSF (-+- verneer brick where occur 40 PSI'. (4" thick)) Interior Wall = 1.0.0 PSF LATERAL I.,OAD W Ind Load : p = Ce Cq qs 1w (UBC -94 Cliapter 16 (18- 1)). Exposure "C" Basic wind..speect 70 znhh p (0-1.5) - (1.06)(1.3)(12.6)(1) p (20) 18.5 PSI' p (25) _° '(1.19)(1.3)(12.6)(1) _: 19.5 '1,,51; p (30) = (1.23)(1.3)(12.6)(1.) — 20.2 F S.F Z I C (0.4)(1)(2.75) scismic Load V =----------- t7+% = .'------------•-------- w = 0. 183W Rw (6) (UBC -9.4 Chapter 16 (2$-1)) * PROJECT SHEET NO. LANGSTON & ASSOCIATES FOR STRUCTURAL CONSULTANTS JOBNO. LOCATIONDATE 1810 EAST 18TH ST.,SANTA ANA,CALIFORNIA, k701 -ITEM: - (71436-8655 ENGINEER Ll �s 6 x r,> 1 -9,6 Use Gx sstJ NIS . s©I1. I�. �, l 34�.r )' II•��� ��+ � [(Is � ,..�, �- ,( 1�ca� (I,S�. 1� _ -%�O #j _ it , i► _ , PROJECT SHEET NO. 1 ANGSTON & ASSOCIATES FOR Joe No. ` M STRUCTURAL CONSULTANTS' 1810 EAST 16TH ST.,SANTA ANA,CALIFORNIA, 92701 LOCATION p I /�r7� tib 1 1 S DATE � ,1 (714)836-8655 ENGINEER�7. ITEM; PROJECTSHEET NO. . S_ LANGSTON & ASSOCIATES L, S FOR STRUCTURAL CONSULTANTS JOBNO. LOCATION '' DATE 1810 EAST 16TH ST.,SANTA ANA, CALIFORNIA, 92701 (71436=865555 ITEM: i ' ENGINEER - . , 2 2-') 7 tl� g" c:►�x p�Yklo}o+� o,c