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Home My WebLink AboutB15-0225_S-3_1436901600.pdf c - / 14" LVL BLOCKING 13 kig' WEB STIFFENER EA co m / SIDE OF I-JOIST 1/2" 32/16 APA-RATED 2x6 @ 16" OC STUD WALL 07114115 SHETHING W/8d @ 6" OCCL , 77_-7- @ PANEL EDGES AND -,--' TREATED 2x6 SILL PLATE -0" sg 0_ �� BOUNDARIES a „. W/5/8"0 GALV ANCHOR O �, &8d @ 12" OC IN THE BOLT @ 48" OC S 3 SIMPSON HDU2-SDS2.5 O FIELD @ EA. CORNER M7 v v \i. ll: o m T/WALL �� (2)#4 TOP. - SEEPLAN co ELASTOMERIC JT � '�� •i C/i L I TiAERG-risi .SJITC2E0 I— m W SEALANT \ Ipc ?!! 1 1/2" 8243' 6" CUIURAI]L]!i]671)II I. T/WALL= - 4 MA.I INWEI IN.{'{]F4] o ° / 1/4" @HIGH POINTO - , PREFORMED JT 8 , , S-3 - FILLER OVER FULL SLAB _ 4-4 l'-6'A, w _ d SIMPSON H2.5A / ' DEPTH o 5 SIM o o0_ /- / @ EA RAFTER - - 4'-4" 14" LVL • #4 @ 12" HORZ. 4"0 PIPE SLEEVE ® v FASCIA BEVEL CUT PLATE #4 @ 12"VERT. <44FOR FUTURE BOLLARD/ . O O s 3TYP OF (4) z ®' q SOG6A q(3) 2x6 TOP PLATE/ `� N \ J o / #4x J @24", ALTERNATE 0 f<4:,0_, ‘p REG/ `, STEP T/WALL STEP T/WALL • o�P .••��o� �• HOOK DIRECTION 8ff 811 i o`' P��' < o•• SEE 3/S-3FOR STUD WALL \ �� T/WALL= 8240' - 0" / ' 33304 / /' o (2)#4 LONG. _ V-6"� k T/WALL= 8240' -0" k -)--,11-6" :(--? .1 � S . ��,� ��_�•Y T/WALL= 8238'-4" 11%/:'S•••••••0 •iON��ws 31 S-3 .� T/WALL= 8238'-4"T/WALL=8240'-0" >. `�`��. SEE PLAN TOC= 8239'-0" 1/ 1 II • — / @LOWPOINT — — • 1/2" = ' " 3/4" = 1'-o" STEM WALL DETAIL 6 1 1 -0 LOW ROOF EAVE 3 ,- ,, (\ _ _ 5 © ©12 14" LVL BLOCKING SEE 3/S-3 S-3� �� - \ 6"0 PIPE BOLLARD ®/ S 4 TYP OF (2) 2'-6" 16'-4" 2'-6" 3'-4" 1'-4" r / WEB STIFFENER EA ALL ,_. (2) #4 TOP. 26'-0" �� / SIDE OF I-JOIST SIMPSON LS50 24" OC - _ #5 @ 12"VERT. PLAN M— #4 @ 12" HORZ. (J) FOUNDATION 1/4" = 1'-0" ELASTOMERIC JT SEALANT FOUNDATION NOTES: ALTERNATE#1: •/ 1/4" PREFORMED JT 1. SOG 6 INDICATES 6" SLAB ON GRADE W/#4 @ 18" OC EACH WAY. 1. IF A GEOTECHNICAL ENGINEER PROVIDES FOUNDATION FILLER OVER FULL SLAB 2. SLAB ON GRADE SHALL BEAR ON SUBGRADE APPROVED BY A WALL DESIGN CRITERIA OTHER THAN THE ASSUMED VALUES • • III' _, _\ -f DEPTH GEOTECHNICAL ENGINEER. ON S-1, THE RETAINING WALL FOUNDATION MAY BE REVISED 3. SEE ARCH FOR SLOPE OF SLAB. 4. TOP OF FOOTING = 8236'-0". ACCORDINGLY. 14" LVL J�_ FASCIA 5. SEE S4 FOR TYPICAL DETAILS. SIMPSON H2.5A ---.I..---- ' 0 9 @ EA RAFTER ' / 0 I— d o - z �' z Q LOBEVEL CUT PLATE 2x6 TOP PLATE o(3) - #5x L @ 12" W OC DOWELS 0 CO —I 0. Z `— CO SEE 31 S-3FOR STUD WALL #5 @ 12" OC EACH WAY D 0 TOP 6 m W 0 . • S-3 �"�"� 0 0 o (3)#5 LONG. ° z \ ,-, Atttti- ti [ 111111H [ I < < ulo 1111111 SEE PLAN o W / / .,--y-, IIIIIIIIIIIIIIIIIII 8 w0 s S-3 ?r. O 7 1 1/2" = 1'-0" HIGH ROOF EAVE 4 3/4" = 1'-0" RETAINING WALL DETAIL I I I I I I I I I 1111 oLo Q - IIIIIIIIIIIIIIIIIII ROUND TOP SURFACEL �' F SEE ARCH 14" LVL RIM W/ BUILT-UP FASCIA W/ 11 1 11 NO ISSUE DATE 6" MAX / (2) ROWS#10 SCREWS @ 12" OC I I I I - I I I I I I 1-1 PENETRATE INNER LVL 1 1/2" 14 TJI 560 @ 16 OCBID SET 1/27/15s 1 1 / PERMIT SET 6/23/15 It SIMPSON LS50 @ 24" OC HiiiHH5/8" ,HHHH ' 11 � � A = X M i i 11 i 1111 i 11 i i i i iM _ _ 0 Q 6"O STD PIPE FILLED Q _� W/CONCRETE IIIIIIIIIIIIIIIIIII ii $li 1 ig W o 1 I I 1 1 I 1 1 1 1 I I I I 111Lu 1111 I = Q 8164> IIIIIIIIIIIIIIIIII i co S3 'E c:c5 4"0 STD PIPE t Lo SLEEVE FLUSH W/ IIIIIIIIIIIIIIIIIII g -- O — / CONC @'SI M 1 1 1 1 1 1 1 1 1 1 : 1 1 1 1 1 1 1 €3 co i '�_ \ — -- L- (11 11 III 3) 1 3/4x16 LVL O � ZI5 co - =IL II 32x6 �J _ v`� I l l 1 1 I I i i I 1 I s W i qw Et z 14" LVL BLOCKING @ 48" OC z LLJ a (4) 2x6 TRIMMERS 7- (1) 2x6 TRIMMER PROJECT NO: 14.0013 ES W sg (2) Z/ ® EACH END S-3 EACH END DATE: 01/14/15 CI- 92 (3) 2x6 KINGS (1) 2x6 KING a LU < 2x6 TOP PLATE ROOF PLAN 00 = u) ©MARTIN/MARTIN 2011 � co , o _ / FILL HOLE W/CONCRETE 1/4" = 1'-0" 1E _ co SHEET TITLE: a' 2 °' SEE 3/S-3 FOR STUD WALL ROOF NOTES: PLANS _Q= uj 1. 5/8 " PLY INDICATES 40/20 APA-RATED SHEATHING W/8d @ 6" - " `riai OC AT PANEL EDGES AND DIPHRAGM BOUNDARIES AND 8d @ o_ .- w 12" OC IN THE FIELD. o H. O cn o w 0 2. SEE S4 FOR TYPICAL DETAILS. z 1 -4" _- il o < A- / SHEET NUMBER: J - q m a U =1 s> i Uww -, -38b 3/4" = 1 o BOLLARD DETAIL r 1 � 2 1 1/2" = 1'-0" ROOF RAKE - '- "