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DTT2Z BEAM TO RIM `, -I'.. <br /> A �.�- dam' <br /> I . -_.__- _.__—.— r._..."__._-_.__.__.�_. <br /> J L V W <br /> 7 N <br /> { P.T. x12 STRINGER Il9"0•G• F f o N cr. cs4 <br /> o LO <br /> 7 ii <br /> _1 I r, N N N N <br /> L 0 I c '- •X10 0 0 i'_D"R l-( 10"Cde. FIG\ O O <br /> T � y vvf (?) .i'H EA, VVI SDT+, N <br /> 0- 'T P.T. 4x12 e" i-..••,y N (MP. H l�G'5 <br /> ^o N� <br /> 1 C STPINCICe- �'" P.T. 4x1O w r 1 f—7 co00 <br /> m <br /> t1 1,• '6e 1! II P.T. 4x12 • �. cT 33 " L—J _1 <br /> ,, j i .� a, 4' �� �; 12"><l0 of.Gez+x>7E -, U <br /> 6.B -M w 10.1) 3p L1's P.T 2X12STRINGER nti Lorde,. (i Ekk. Coalq�12-� <br /> r <br /> 4 i <br /> ,. �o Ili X CP P. FTG <br /> i :14 <br /> Q <br /> P.T.4.4x10 P T 4x12 I 1 N WI N OaNul ib STetNG,E� Lo , <br /> ���� .......-77 <br /> 'p_. Sit NG Q 3 -pp� - �L . Altrrlig l sit Tt7 GOt�Gti t i - ,- <br /> v v I �LJ r1:2 54:1_1 ° 3 <br /> g' - c, <br /> C`x Q,7. 'LX DIF}t��NPC. N m _ _ _ L. _ J co N m <br /> X- 3P-c-�ce avc1. Nco <br /> N ch <br /> W Q - Q <br /> ill <br /> � LU• a '" a <br /> E E <br /> O 0 <br /> U U <br /> N in <br /> 'Cr) d <br /> W N <br /> CC <br /> J. o) <br /> c <br /> O 0 <br /> ira <br /> IP -' Itil <br /> Plan Notes: AU <br /> 14k'J,�s9� V) 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. <br /> 0O <br /> 0 2. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL z <br /> 'F ° a�- DIMENSIONS. <br /> Plan Notes: 3. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW <br /> EXTERIOR GRADE. <br /> 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 4. EXTERIOR SLABS ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE <br /> 2. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WITH #3 AT 16" O.C. CENTERED IN SLAB. BELOW SLAB PROVIDE 6" MINIMUM FREE <br /> DIMENSIONS. DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL. <br /> 3. PROVIDE AC, ACE, PC, EPC, LPC, OR LCE COLUMN CAP AND BASE AT ALL BEAM 5. ALL NEW POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND <br /> TO COLUMN CONNECTIONS U.O.N. SHALL HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. <br /> 1 Balam Deck 07/18/17 ) Balam Deck 07/18/17 <br /> - — DATE <br /> .,,O <br /> PROJECT DATE PROJECT 111435-2017-02 <br /> Deck Framing Plan 111435 2017 02 Foundation Plan <br /> PROJ. / TAUCTh[ AL <br /> 1/4" — 1' 0" PROD.#( ) 9 RucTuRAL = DMR 1/4" = 1'-0 DMR - <br /> ER9GIRNEERI dG DESIGN EN GEMEERNN IG DESIGN <br /> A Oct. 19, 2017 - Permit Corrections 02/00 A Oct. 19, 2017 - Permit Corrections 01/00 <br /> SHEET SHEET S4 <br />