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t <br /> etY S. F <br /> ") <br /> A B C D CO © ��� ol. sfa <br /> •! re' ,vi ' �,� SFA Design Group,u.r <br /> L- 8'-4" I 10'-10" r I 29'-1 1" I 1 v�0 �7 OA. <br /> POftTLAND,EATTLEVWAMORE,CA <br /> —_ p:563.641ur wwwsfadg.can <br /> �.S jONAL / <br /> U <br /> I I 1 <br /> Q I <br /> I EXPIRES: 12/24/20 <br /> az <br /> cL I- <br /> o III <br /> I I DN I I Q <br /> UI� <br /> W <br /> CC <br /> el 1 — I — 1/— %////////////////(//////////////////?/// (E) FOUNDATION/(N) SMARTJACK/(N) POST <br /> I, / ., I o 1 / cc. & BEAM FRAMING & (N) CARBON ARMOR LAYOUT PLAN NOTES: Z w o <br /> / v /I I c, of I _ / =- OUwc� <br /> O "' J/ /I I ��1 I �, rh 2/S4.2 1. REFERENCE S1.1 FOR GENERAL REQUIREMENTS H w Q moo <br /> - ///////// ///////�- ,J I Fri , I LT] Q ❑ ❑ <br /> / — / 4_1 . T r� +co 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES o u) f <br /> / I/1 I '� I o c� 0 BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS w <br /> / I/ X� �i I � `� /S4.2 TYP PRIOR TO WORK TYP Z <br /> / I �-� I r u'i I h D w co w <br /> / i/ BASEMENT I r�� , I T iti <br /> 3. INDICATES (E) CONC WALL ON (E) CONC FOOTING (CONTRACTOR 0 cc rn w/ (/I (E)ONOGRADENC �B 1 L i ci 1 o h `o}'' TO VERIFY 8"Wx7'-6"H (E) CONC WALL AND 1'-4"Wx10"DP (E) V- 0 W <br /> I/I I I- -I M' 1 I CONC FOOTING MIN TYP (NOTIFY ENGINEER OF RECORD IF FIELD >- <br /> i / j/�� I L I I • r�� , �� REPLACE (E) BEAM CONDITIONS DIFFER IN THE AREA OF WORK)) W <br /> / I/� 1 (E) BEAM .�"1 �� 0 I LI ABOVE W/ (N) 6x8 <br /> / 1 i ABOVE TYP I N1 �o I _ ^i (LENGTH TO MATCH (E)) 4. - X/- SECTION CUT - DETAIL NUMBER/SHEET NUMBER Q <br /> / / 17)/ (E) CHIMNEY L¢I I i- �1 1/S4.1 TYP 0 1'-8"SQx8"DP 5. O INDICATES LOCATION OF 350XT SMARTJACK ((8) TOTAL) <br /> �� <br /> / �IJ I I rrlII <br /> / CONC FTG TYP <br /> / / <br /> / /I (E) CRAWL I Lii 0 SMARTJACK INSTALLATION NOTES: <br /> • MAX LOAD TO SMARTJACK = 2,439 LBS <br /> / /I SPACE = UP I <br /> / /I I I 6. INDICATES LOCATION OF CARBON ARMOR STRIPS PER DETAIL <br /> ® (E)FDN/(N) <br /> /I I EQ EQ I EQ EQI - 2/S4.2 ((1) TOTAL) SMARTJACK/(N) <br /> /I r _- I FRAMING/(N)CA <br /> /I /L. i_ i_ J/ 7, SMARTJACK SPACING SHALL BE AS INDICATED ON PLAN LAYOUT PLAN <br /> 1E11 <br /> 1 L///////////////////////A 4///////�///////////// /////A V///////� (7'-O" OC MAX) UNO - <br /> -1/1- r REVISIONS <br /> /I I I 8. REPLACE "IN-KIND" ALL (E) WOOD MEMBERS (JOISTS, PURLINS, <br /> ji/////�////i (E) COVER CONC SUBPURLINS, SHEATHING, STUDS, WALL PLATES) WHICH SHOW <br /> / PATIO ABOVE SIGNS OF DRY ROT OR STRUCTURAL DAMAGE <br /> / <br /> / 9. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION <br /> / ' 1 CRACK IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS PROJECT NO: <br /> / MFR20-014 <br /> / <br /> DESIGNED BY: <br /> LI UP I 10. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 6" OF MEK/DH <br /> FINISH GRADE SHALL BE PRESSURE-TREATED DRAWN BY: <br /> MEK/DH <br /> CHECKED BY: <br /> 11. CONTRACTOR SHALL NOT REMOVE ANY (E) POSTS OR PRE-CAST CVR,JLD <br /> (E) FOUNDATION/(N) SMARTJACK/(N) POST FOOTINGS SUPPORTING THE (E) FLOOR FRAMING DATE: <br /> 11-30-2020 <br /> i <br /> & BEAM FRAMING & (N) CARBON ARMOR LAYOUT PLAN z 12. ALL CONSTRUCTION MATERIALS ON PLANS, ELEVATIONS & SHEET NO: <br /> SCALE: 1/g"=1'-0" DETAILS ARE (N) UNO S2 1 <br /> (i.., 1\_\ <br />