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HomeMy WebLinkAboutB14-0381_S2.1_1413842460.pdf eill: OF ittd.4) 4 ■ kJ fri lig li <<43>0 F F \<<:1-4')"211 �s�'' CONNECTION SCHEDULE / 14'-0" Qtoo ,Ar ST as, 3 +sT �sT ® ��- c c S1.1 G G OA SIMPSON A35 ON TOP FACE OF BEAM TO ROOF JOIST +Q +Q +� NEW(2)-2x8 RIM +Q o A © SIMPSON LSTA12 STRAP TIES ROOF JOIST TO ROOF JOIST OVER RIDGE BEAM JQ O � © SIMPSON LUS28 amu, 14r lao) 1114 ,_ -) TYP! I I I I I - D SIMPSON 1212HTPC S1.1 rt "'= NEW(2)-2x10 SISTERED ON TO EXISTING RS4x8 RE:3/S1.1 OR NEW 6x10 BEAM Q N� I I 10/20/14 OE (1)-3/4"0 LAG SCREW TOP AND BOTTOM. MIN. 3" PENETRATION INTO COL. I I 0. I NEW 2Ix8 JOISTS AT 24"o.c. BETWEEN EXISTING 2x8 JOISTS AT 24"o.c.,TYP. I I I O SIMPSON HL55PC OR HL55+5�� - I © SIMPSON HL53 I H A H A I Co o 99'411/4 (VERIFY) ❑ 0 ❑ T.I O. DECKING 0 SIMPSON ABU66 POST BASE 1 q)) I J SIMPSON LSSU AT(1)-2x12 OR LSSU 210-2 AT(2)-2x12 `��� EXISTING LEDGER W/NEW(2)-3 5/8" LEDGER-LOK SCREWS AT 12"o.c. © TYP. OL ®� ±�� i f VERIFY © TYP. J _2 `{. one design EXSTG. 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NEW LEDGER, RE: NOTES �, EXISTING FOUNDATION 0 ❑A 0 ❑A = ' I 6x10 DF. No. 1 UNALTERED F N N _ N - N 2x8 T, r N N Nx BETWEEN SUPPORT LTYP I C, TY I 11 ,® -� ZSI or-I N -N - HANGERS Q c0 ` v Q FLT �+ L7 L1 A Z' _ cr, �( - \ 0 0 +� + +0 r © TYP. NEW(2)-2x8 INVERTED sC'•S�+ �� �i� O II o p _ �� JOIST �G L_ L_ J =ALL z �`�� ��� t���' HANGERS 6+6 OH 111:* OH ❑A zcc REVISIONS ISSUE J J TYP. _ NEW 2x8 JOISTS AT 16"o.c. L_ NEW 2x8 JOISTS AT 12"o.c.__ NEW 2x8 JOISTS AT 16"o.c. - N \> r 7 Q r 7 r 7 r 7 cm7 \ \J L I I I I I 1 1 I I I I I � r II I II�vI II IL I I (2)-2x8 CJI (1)-2x12J I 7 IL_OJ `y� J L_®J L_ J (- OJ (_ OJ V 2x8 TYP. r c5 � L_ I L_ 1 0 E %1V4D z �J (2)-2x12 A 0 ❑A 0 0 ❑A _�� xO _�� I I 6x10 DF. No. 1 CONT. 6x10 DF. No. 1 CONT. 0 ❑A ,,A./g11 © ❑A 8' 11"MAX. / 71-113/2" 51-115/8" / 5' 95/�II / 71-0" / 2x8 V (2)-2x12 r , ,' ® , • II VERIFY Q I I I O TYP. I e, rill. Q YP. 161-71/8" 26'-834" 2x8 (1)-2x12 VERIFY / / NEW (2) 2x8 RIM z H �+(0 +�0 +�0 (.+�0 (.4 Q J Ln NOTCH COL. FOR 2x8 .V , 5 BEAMS AT LAG TOGETHER ‘44 4c # C s S1.1 �C W Z RE: 5/S1.1 BREAK CONT.- �' ' 0 0 BEAM HERE z 0 v O 2 � o cc w CaQ LL U � o ,z z �..L +� �JQ z o cc D DECK FRAMING PLAN ROOF PLAN 6+6 +� FOUNDATION PLAN Q w o z z � p oc - - . i• - - - - - o 1/4" = 1'-0" 1/4" = 1'-0" 6x10 . P No. 1 1/4" = 1'-0" Q Z m H 1 5 I O 0 W (N PLAN NOTES: PLAN NOTES: S1.1 Z 4 C� v o <11:6> 1. w ci PLAN NOTES: 1. DECK SHEATHING IS 2x6 REDWOOD "DECK HEART" OR BETTER GRADE, GAPPED 1. ROOF SHEATHING IS 5/8" PLYWOOD OR OSB APA RATED, EXPOSURE 1, RATING 32/16. STAGGER END JOINTSLL 0 o Z Lo o 1. ELEVATIONS ARE BASED ON DATUM 100-0 = MAIN LEVEL TOP OF PLYWOOD. THIS ELEVATION ISA J 0 REFERENCE ELEVATION ONLY. CONTRACTOR SHALL VERIFY ELEVATIONS AND ENSURE DEPTHS AND OFFSETS PER MANUFACTURER RECOMMENDATIONS. AND FASTEN W/0.131"x2 1/2" GUN NAILS AT 4"o.c.ALONG PANEL EDGES AND 6"o.c. IN THE FIELD OF PANEL. o o L.L. m r, 'a OJ `O ° ARE TO CODE MINIMUMS. 2. ALL FLOOR JOISTS ARE: 2x8 DOUGLAS FIR NORTH, No. 2 GRADE OR BETTER, TYP. I TYP. NOTCH 6x10 3" UNDER 2. ALL ROOF JOISTS ARE: 2x10 SPACED AT 24"o.c. PER ARCH. 2x8 MINIMUM AT 24"o.c.ARE ACCEPTABLE IF SPACED AT 16" o.c. TYPICAL UNLESS NOTED OTHERWISE. ALTERNATIVES SHALLA I TYP. B OTYP. A J TYP EXSTG. PLATE AT W DEEMED APPROPRIATE BY OWNER/CONTRACTOR. CONTACT E.O.R. FOR OTHER ALTERNATIVES IF Q . O PENETRATION,TYP. 2. FOOTING ELEVATIONS SHOWN HEREIN ARE BASED ON FINDING ADEQUATE SOIL CONDITIONS AS DETAILED O HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER REQUESTED. I RE:ARCH RE:ARCH - IN THE SOIL EVALUATION. IF SOIL CONDITIONS ARE OTHERWISE, CONTACT ENGINEER FOR WW J OF RECORD. cc OVER-EXCAVATION REQUIREMENTS. y aa. 3. SIMPSON A35 ANGLES SHALL BE INSTALLED AT ALL RAFTERS AT BEAM BEARING LOCATIONS. INSTALL I-1 EXSTG. (3)-2x8 ENGINEER OF RECORD 3. PROVIDE CROSS BRACING OR KNEE BRACES AT DECK POSTS AND STAIR LANDING, BLOCKING AT BEAM BEARING LOCATIONS TO MATCH. Vi VI • VI VI I I 3. COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS AND ON SITE CONDITIONS. s....,„.,..........,‘,„... RE:ARCH. co VERIFY / / DO NOT SCALE DRAWINGS OR ORDER MATERIALS WITHOUT VERIFYING ELEVATIONS AND LENGTHS IN THE ..7---,,..., 40 Zr�0. eeeetciyo .t 4. VERIFY EXITING HEADER AT DOOR ENTRY IS MINIMUM DEPTH AND NUMBER SHOWN IN PLAN.VERIFY A ,L�+ + <, OVER /� 4>j, 4%,��+ FIELD. %G 'se 4. GUARDRAIL POSTS SHALL BE 4x4, SPACED AT 4' 0"o.c. MAXIMUM AND Q FRAMING 6 6 . g /e MINIMUM OF (2)-2x6 TRIMMERS AND (1)-2x6 KING STUD ARE IN PLACE AT HEADER BEARING. JF C �+ t- Oe -� ATTACHED WITH 1/2"0 THRU-BOLTS AND HL53 ANGLES, RE: DETAILS. �� 6 F�/� Z� 46603 ' G ` 4. SLAB ON GRADE SHALL BEA 4" CONCRETE SLAB ON 6 MIL VAPOR BARRIER ON 4" CLEAN GRAVEL BASE ON i Akip/25/2014.ce 5. ALL OVERFRAMING RAFTERS SHALL BE 2x6 MINIMUM @ 24" o.c. AND POSTED DOWN TO MAIN SUPPORT UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL PER SOILS ENGINEER. REINFORCE SLAB WITH til 0 •h .'•��� 5. ALL LEDGERS ATTACHED TO THE EXISTING RIM SHALL BE 2x8,ATTACHED WITH RAFTERS @ 4'-0" o.c.,WITH (1)-2x8 RIDGE BOARD AND (1)-2x8 FLAT ALONG VALLEY LINE TO SUPPORT ENDS 6x6-W2.1xW2.1 WELDED WIRE FABRIC THROUGHOUT(CONTRACTOR OPTION - FIBERMESH 300 CONCRETE �IS''S's� 4' W/(2)-1/2" 0 x 3 5/8" LEDGER-LOK SCREWS @ 11-0" o.c. (8"AT CHIMNEY). IF NO OF RAFTERS,TYPICAL, UNLESS NOTED OTHERWISE. SYSTEM). PROVIDE 3/8" DEEP SAWN OR TROWELED CONTROL JOINTS AT 12'-0" MAXIMUM SPACING (144 '+.� ONA4ti RIM IS AVAILABLE AT CHIMNEY,ATTACH 2x10 LEDGER BOARD WITH SQFT.) EACH WAY. SEAL JOINTS FLUSH WITH ELASTOMERIC SEALANT. (3)-SIMPSON SDS25312 (1/4"x3 1/2") SCREWS INTO EACH STUD. 6. WOOD BEAMS, EXCEPT HEADERS, ARE DROPPED WITH RESPECT TO RAFTER FRAMING. ODRJOBNO. 14011 5. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS REPORT. FOOTING BEARING ELEVATIONS SHEET NO. 7. RE:ARCHITECTURAL DRAWINGS FOR ROOF SLOPES AND BEARING PLATE HEIGHTS. SHALL BE 4'-0" MIN BELOW GRADE, GRADE SHALL BE 6" MIN BELOW TOP OF FOUNDATION WALL. 6. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS AND LANDING SLAB ELEVATIONS. S 2 •