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Construction to corr►p'fy with the latest edition of the U.B.C. (l ,ra00 Do not scale drawings. (Use dimensions) G.J. CHIMNEY RAIN CAP LID o cab( t rid counter lengths, dimensions, countertop materials and detail reference. verify all :. 3. Refe. to interior elevations for . ne a 9 COVER ,t existing dimensions before installation,,k 0" r if chimneys shall be U,L. labeled and installed in terms of their listing 4. Factory built ey TRIPLE WALL General Structural Notes '4 FLUE PIPE _.mow 1 All materials and workmanship shall conform to the requirements of the drawings. specifications, and the uniform . l m p building code .�-TRIFLE V�IALL r ' - - strength of f'c = 2 500 PSI and mix shall contain not less than 5 sacks of cement �`"° '`' y „ Y 2. Concrete shall attain a minimum 28 day st g , FLUE PIPE ,, _ -•- r � e P y >< FIRESTOP Concrete construction shall be unsupervised " %. 1 Reinforcing steel shall conform to -ASTM Specification A615.72, Grade 40 ly 40.000 PSI Design lb -16 000 PSI 10, V Lap all continuos reinforcement 24" ` `ti� min (: LU 5. Concrete protection (cover) fnr reinforcing shall tie as follows " l Footings and other unformed Surfaces, earth face Formed surfaces in direct contact with -earth,, Surfaces exposed to weather I Yz �i i V Slabs and walls (interior face) W i � 6 Vrarning Lumber tuinish to the following minimum standards CEILING COLLAR'S JoistsD%Fir No 2 minimum basic design stress, fb � 1 000 PSI � UJi 6x material for beams and headers: n�-Fir No 1 or No 2 nvnrmum basiL dvs(gn stress lb 1 500 " Studs, plates and mise. light framing. Hem -Fir standard grade. or stud gradc� BRICK -LINED METAL FIREBOX ( k Plates supporting trusses, Hem -Fir construction grade I (•• 7 Prefabricated wood trusses shall tie designed by the manufacturer for the spans arv, conditions shown on the plans M re OUTSIDE Loading shall 0#1.+w• follows� FIREPROOF ER AS AA ERIA OUT ONE AIR IN TAKE Top Chord t,v,- t read 25 PSF M" a Top Chord Ci, -,if t Load t0 FSS INCH FROM WALL I .., 54" MIN F k ' Bottom Choict I wad Load to PSF J - a► Total Load 45 PSl a' (Exception I,,, tyle root total 1,ia t to be 45 PtF) HEARTH11111— CC Awl. Wood trusses sfi,itl utilize apptovod connector plates (gangnail or equall Furnish shop dravyings and design calculalwons (( WOOD I q +'� lets with 5rr►�-is die ramtir lot approval nor to fabrication Submitted documents shall bear the statim of a regisfeied I,' � STOVE cam P P ( -', O (complete g P professional engiiwer, provide is,r shapes. bearing points. hip framing etc shown on the drawings Provide for all f;�mporary __� CL rr and permanent truss bracing ,tile) bridging " UJ 8 Plywood rbof and floor sheathing shalt be grade CD»exlenor'glue or structural LL exterior glue Plywood thickness shall I ile as shown on )dans turf all plywood to supporting members as follows 8d (rr 12" o c at interior bearing p0ims unless > shown otherwise on plans �. ' yy0, All wood plates in direct contact wihti concrete shall be pressure treated with an appro4ed preservative .li+?a1V. 10 Contractor shall provide temporary bracing for the structural and slru(,tural components until all final conneclit)ns have been complete in accordance with the plans0 11 Footings shall bear on solid undisturbed earth CONST AS PER SEC. 406-608 _ �' •w� ft Design Criteria OF FH A, STANDARD AND AS PER U,B.C- 12 CH. 37 � 12`" x 12,, TC. m' Roof Total Load d a PSFF Floor %LoZad CD FLUE "`"k+r r . .w. ILA Flnal Ld ��� a - 100 PISP VERTICAL—,(4) #4 BARB t Stair Live Load 60 PSS FOR CHIMNEYS UP TO Private Balcony LL Z' CONC. CAP METAL FIREPLACE SECTION ' . Wind 20 PSI= 60"' WIDE RE -BARS >�:ftiiiu' 3 r Earthquake TO BEGIN AT TOCP OF � Allowable Soil Pressure 2.000 PSF (assumed) SMOKE CHAMBER AND (or as designated by local budding codes) END IN CHIMNEY GAP ACE BRICK it If r Wood Framing Notes I Minimum hailing requirements: unless otherwise noted, minimum nailing shad be in a ;cordence. wi" 'i table 2&gof the Lim - form building code. 2, At sawn timber joist areas; provide cross-bridtj40 ing at 8'•0" o c maximum spacing and solid blocking at bearing points Prow vide double joists each side of openings unless detailed otherwise Provide double joists under all partitions 3. Attach timber joists to flush headers and beams with Simpson Metal Joist Hangers to suit tine joist size 4 Notations on drawings relating to framing clips, joist hangers and other connecting dsvlcas refer to catalog numbers of con. "40 neclors nianufactured by the Simpson Strong -Tie Company, San Leandro, California -Equivalent devices by other manufactur- ers may be substituted, provided they have ICBG approval for equal load capacities, a S. individual members of built-up posts and beams shag be attached 16d spikes at 12" o,r:sf aggered 61 All wood stud walls shall have tower wood plate attached to wood (raining below with 10 d trails at 6, o c staggered unless shown otherwise. 7. All wood framing details not shown otherwise shall be constructed to the minimum standards of the uniform building code 8, Nall gypsum wallboard to all studs, top and bottom platos and blocking with Fd cooler nails as per U-8 C Conditions , > This plain is tht,3 sole property of Northws�5t Home Designing Incorporated. Reproduction in whole tit in part is r. Oibited The use of this plan *r construction is conlingiynt upon the payment of a $ royalty fee for each little a building 15:g constructed from the'so blue prints. . Copyright byNorthwest lDg irightsrued. No part of this pubiindtion may be reproduced, stored in a retrieval ystem or trnhsmittedIn any form or by any means, electronic, mechanical, pi;trtocopying, rocording or otherwise with- out the prior written permission of the publisher. 6 HORIZONTAL -4" BTO. WEIGHT JOINT REINR OR #2 TIES @ 16" O/C FOR CONC, PRODUCTS AND 9" FOR STACKED BOND OF ALL PRODUCTS �* " Y }MM FACE BRINK f FIDE BRICK f 04 �, HEARTH 1►, f , PIREPLACE SECTI0 SMOKE CHAMBER DAMPER PARGE WITH CONC. FOR DFIAFT OUTSIDE AIR INTAKE 4" 4 W8 AT 12" GC,. EACH WAY AND UP 18" IN F,.ACH CORNER 00 I CHECKED DRAWN BY I DESIGN SHEET NUMBER OF