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HomeMy WebLinkAbout29 Lewis Bay Boulevard - Unit 3 - TND Hanmer Details 2Out5lde ElevAlon Exter6 of treader (two braced wall seq+lents) -- Extent of header ( one braced Al sunt) h Mln 3" x 11-1 / 4" rel h ader +aoer ;hall occu- at top of wAl 11 I i Neaoer 541 �e fastened to the fop phtke co'r'm Is iI cl klrg 5Lci with 6 Ibd sirfer FIs rerjurcd per K602,3,2 (II I Faster eheathim to Krader with 8d wmn m rads In In, cfld pattern as 5havn and 5 la o,c, !n all framlro ( sb 5 and s IIs) typ. JI I I I II°III II Minimum 1000 I� header-to-Y�'stuo snap on both { of I is 51de5 of cperrol per fa' le F602,10,4,1.1 ( trn�all on 6+510e as 5' on 51oe Elevatlm) I I o° ° ° o Por a panel spike ( If Woed) , ?anel edvs Shall be bicd ed aid =x wort 1 °) I 24 In of mld're h} Ora row of typ sheakl q tr f am! q nalllq Is rectu'red in L ° � earh pan^I, °I I 2'to16' (flr51-ed,odl,) I I 'I ofMin Ierg4 based on 411 helot o le gFl ratio, Praced wall seorert I I ! I for exarioei 24 In, m!n, for 8 ft, helot, pe-�6G21O,M i °II 11 i' ii �I I kMin (2) 2x4 gip, �I I�V No,o"yackstudspe�fa^leP,5G2,5(I&2) I iL a _ I I I II I L L MIn. 2-1/ 2" x 2-I/ 2" x 3/ I6''' pla=,e washer L 1 APA PORTAL WALL (FOR EXAMPLE ONLY - SEE TT -100D FOR DETAILS) 1F OPTION #1 3 FRAOING AT WINDOW AND DOOR OPENINGS WF 51de Elevation 16d sinker nark In 2 rcw5 @ 3" o,c, 100016 header -to lack -stud strap on 6A 51de5 of openlnq 1/16" min, thickne55 wood Structural panel 5heath1nq Anchor 6dt5 per P403,1,6 Top Not to scale HEADER SIZEAO SHEET: �, Z © © 0 DE TF L < I' -0" t0 4' -0" ( 1) L5TA 9 ( 1) 5P4 C 1) 55P C U A23 C U A23 ( 1) N8 TOP/ POTTOM EACH ENO PEt? KING W OF EACH Cf;IPPLE Stun : POP NEA17EP5 LOCATE? L< 4' -1" t0 (2' -0" (2) L5TA 9 C 2) 5194 ( 1) 55PNOTE C U AZ3 C 2) A23 EACH ENO 5EE NOT, 131 PEP KING PEP KING < 1) C516 - ( 6) 81? NA1 5 EACH ENP OF 5VAP OII?cCTLY C3E0W 170113,E -OP PLATE5, 5TW I�AVEtP f0 TOP 171mCTLY MOW 170LF-E TOP PLA1E5, 5TW HMAt F f0 TOP C5I6 ( 1) 55P C I) 55P L- 6' -I" t0 8' -0" w/ (6) 82 L< 6' -I" TO 8' -0" (2) L5TA 12 C 2) 9 4 PEP\ KING PEP\ EACH KING 5TUf7 ( 1) A23 ( 2) A23 PLATE5 WITH ( 1) C5I6 PEP 16" WITH � C 5EE NOTE ' 4') (5EE NOTE 1-41) C 4) 8C7 NAl 5 EAC�1 EP�7 0 5Ti2AP, W ( 4) 817 NAL5 EACH ENI? OP 5TPAP, L— 8'-I" 1010'-O" w/ (a) 82 L= 81-11, 1010' -0" ( 2) LSCA 15 ( 2) 5PH6 C 1) 55p PENT 5'm OVEP l07 K AS5 A5 ( 1) A2� ( 2) A23 PENT 5TPAP OVI t; TOP PLATE5 A5 PEP KING PEP KING ��!��, ALTERNATE: AffACH EACH MQUIT't7, A 1EPNA'E. ASTACH EPOCH L< 101-111 1016' -0' 1 (2) 512122 PROJECTADDRESS: C 1) 55F PP> S t0 F',E V P VMITil C U H8, C 2) A23 P.APTEP t0 NEAM7 WITH ( 1) 1-18, PEP KING ' L< 10'-1" 1016'-011 C2) 512122 (2) 5PH6 CI) 55P CI) A23 C2) A25 PEP\ KING VlCi LE1''!f IF OPTION #2 HEADER SIZEA) SHEET: �, Z © © VD VE (F L< I' -0" TO 4' -0" (1) - C516 w/ ( 5) 6n C I) 5519 C 1) A25 C 1) A2� < I) H8 1019/ P0(T01,'. EACH ENO PEP KING W OP EPa' CPIPPLE 5'lv NOTE : POP I SAPS LOCATE? L < 4' -1 11 TO 6' -0" (Z) -05I6 w/ (5) 87 C I) 55P ( I) A23 ( 2) A23 EACH ENO 5EE NOT, 131 PEP KING C 1) C516 - ( 6) 817 MA 5 EACH M9 OF 5tP.AP OII?cCTLY C3E0W 170113,E -OP PLATE5, 5TW I�AVEtP f0 TOP C5I6 ( 1) 55P L- 6' -I" t0 8' -0" w/ (6) 82 PEP, KING PEP EACH KING 5TU7 C 1) A23(2) A25 PLPSE5 "ITH ( 1) C5165 FSP 16" WITH Ern � C 5EE NOTE ' 4') C 4) 8C7 NAl 5 EAC�1 EP�7 0 5Ti2AP, W C� 16 L— 8'-I" 1010'-O" w/ (a) 82 C I) 5519 <U A23 (2) A23 PENT 5'm OVEP l07 K AS5 A5 EACH ENO PEP KING ��!��, ALTERNATE: AffACH EACH L< 101-111 1016' -0' 1 (2) 512122 PROJECTADDRESS: C 1) 55F C 1) A23 C 2) A23 P.APTEP t0 NEAM7 WITH ( 1) 1-18, PEP KING ' NOTES : I, I -MM 4'-1 " AN7 LAM PEQUIt?c (2) -MK 5W19 5 A` EACENV OF ff I-EAPM 2. CONNECfOPS 5PECIFIE7 ABOVE 5M11 13-,- ATTAOfP V11MY t0 21, FPAMIN6 MEMPEP5, 3. NAL FLI,L Kia f JA'K 5TLV5 t0 M6 511175 W}M (2) -16rl W1,5 PEP 6" O,C, (JAa MP 10 SOLE PLATE 5TPAP N01 MMU TP) 4.5fM N01 MQLIIZFO WrM 51-EPM&L IaPPLMU 15 A7Yalk:' fO OPENING, 5. IMM POP WINPOW ANO VOOP MAYN6 ONLY, Of 1 -EP 5TPPP5 RV1E5 NOr 5POM FOP CLAPIIY, N SHEET: �, Z DATE: 01-05-2015 SCALE: NONE u/ C W � S ry U � w W No. REVISION/ISSUE DATE PROJECTADDRESS: 29 LEW15 PAY 6LV12 W, YAPMOUTH, MA VlCi LE1''!f IF ENGINEERING CONSULTANTS Su'uctjl al ' civil • cliviCUillnell till 1279 MILLSTONE RD. BREWSTER, MA 02631 (774) 353-2144 E N,i- ry r ,.l JOB#: 14-538 SHEET: �, Z DATE: 01-05-2015 SCALE: NONE