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HomeMy WebLinkAbout29 Lewis Bay Boulevard - Unit 3 - TND Hanmer Detailsv11.1/ c -n ina HD WINDOW OR DOOR OPENING PULT-UP COPUP, 5W5 (PER DETAIL. WF ) nU - Sip C �p�t? G5N) a 3" 00 5" #4} APAP. a 51'1,L PLATE a a CNW COUPLET <J ANCHOF POLI '6 (PER GSN) 55113 H. a190WN ANCHOf a . 3 HOL HD INTE A I { D DOWN AT RIOR BUILDING CORNER L5TA 51'P,AP @ 16" O.C. (PER GSN) FOGF SHCATNING Yx (7) - IOd ml @ EACH EW it J-+++++-- --++++4-+ ------- ................. ----------- E ALTFkNATE �— WOF W-I'FF PEF PLAN ALTERNATE : ATTACH OPPO5IN6 P'AFSP\5 PELOW FI19GE PEAM OF 0126E POARP WITH 2 x 4 COLLAk TIE A5 SHOWN, 91126E 5112AP5 NOT FEQUIQ�19 MfN U51N6 A COLLAp TIE, STRUCTURAL RIDGE BEAM MODEL NO. DIA MIN. EMBED. MIN. REBAR LENGTH 55TD16 5/8 12%" 501 55TD20 5/ 8 16 811 5811 55TI324 5/8 20%" 6611 5511328 7/ 8 24 Y81 7411 5501 4 7/ 8 28 Y811 82" 53160 I 2411 96" *- NOTE : #4 MPA). TO PE CENEFEP ON HOLPOWN ANP LOCASP 311 TO 5" 12OWN FWM TOP OF FOUNPA11ON WALL FEF 51MP50N MANUFACTUpcP' 5 5PECIFICAT10N5, ° a a < #�} FEPAI' 55113 HX90WN ANCHOP EI2GE 1915TANCE P051110N IN WALL PrF 2 75"11 FFOP\ 2X6 W�&L 51MP50N MANUFACTUFEF'5 5PFCIFICAT10N5, MIN. FEPAI? LENGTH PLAN VIEW MODEL NO. DIA. MIN. EMBED. MIN. REBAR LENGTH 55TPI6 5/ 8 12 % 11 5011 5511320 5/ 8 I6 % " 58" 55024 5/ 8 20 V, " 6611 5511328 -7/6 24 Y8'' 7411 550)34} 1 -718 28 Y,91 1 8211 5)1x30 I 1 2411 9611 *- NOTE : # 41 MPA), TO PE CENTMP ON HOEDOWN ANP2 LOCATf19311 TO 5" POWN FFOM TOP OF FOUNPATION WALL FEF 51MP50N MANUFACnF\[ F'5 5PECIFICA110N5, L MIN, FEPAF 11 F #4 EZE 4} EZE 1715TANCP 1,75" F07 2X41 WALL 2,7511 FOF 2X6 WALL 55TP HaPOIAN ANCHOF (PL�LF 550 AITOW ON TOP OF ANCHOF PIA60NAL Ni COUP APPLICA110N) PUILT-UP COPUP 5TUP5 (PER DETAIL. W ) WF N19U HOL190WN C516 5T1'.AP (PER GSN) (PER GSN)111I V a DSP (PER a SN) 4- _ 51LL PLA11 I ° CNW COUP� ANCHOF POLI J4 (PER GSN) 5500 HOT, NIN ANCHOP? a 2� HOLD DOWN AT MODEL NO. DIA. MIN. EMBED. MIN. REBAR LENGTH 55TI316 5/ 8 12 %11 50" 55T D20 5/ 8 16 Y,91 1 58" 55TP24 5/8 20V/1i 6611 5511328 7/6 24 Y811 7411 5511334 7/8 28 YF" 8'21 11 531 x30 ( 2411 9611 *NOTE : #q FrPAP. TO 65 CE gMP ON HOLPOWN ANP LOCATW /'1 TO 5" 190WN FFOM TOP OF FOUN12AVON W&L PEF 51MP50N MANUFACT UPW 5 5PECIFICA110N5, q 1 #`) FEPPF 551P HOL190WN ANCHOF ( PLACE 5513 APWW ° . ON TOP OF ANCHOF a ° 121A60NAL IN COFNEF z APPLICATION) Q E17GE 115TANCE 1,75" FOP 2X4 WALL MIN, FrPAP 2,75" FOF 2X6 WALL 5" MIN, PLAN VIEW HD EXTERIOR BUILDING CORNER 2x4 WALL 2x6 WALL 61, O,C, 1}" O.C. H01.19190WN (PER PLAN) PLAN VIEW 0++ + ELEVATION VIEW 4 .. z NOTES: a L � I, ATTACH 5TLV5 AT PULT-LIP COPMrF TOGETHEP WTH (2) FOW5 OF 16d a ( 0,1621 3,5") NAIL5 AT 6" O.C. FOP, 2Nf2 5TOFY 5HEAFWALL5, 2, ATTACH 5TU195 AT PUILT-UP COFNEF T065TH5p WITH (2) FOW5 OF 16d ( 0,162"x 3,5") NAIL5 AT 4" 0,C, 5V66E1�YI2 F0F 150 5TOFY 51-IFAPWA15, PLAN VIEW l BUILT-UP CORNER AT WF END OF SHEARWALL F00r 5Ir-A0NIN4 ROOF 51EATHIN6 FZE NAILING WOF PRT�F PEP: PLAN. ( FEFEF TO AUIH TCTUFAL PLAN5 FOP FAFTEF 121MEN5101\15 ANP EAW 12ETAILINCD 3' RF 190UPLE 2X TOF FLATS -� 7X )LOCKING PETWEEN WTEF5 (NOTCH FOF VENT1LAT10N IF PrQUIMI9, MFEF TO XCHITECTur\& PLAN5 FOP MOPE INFO,) / H2, 5A (IN5TALL PFIOF TO )LOCKING ANP PLMOOP 5H�HING) kl'FPNA11:: PEAM H2A (IF 5HOWN ON PLAN) FPC ( INSTry 1, r rivrr, iv vvru,� 5HEATHW6 OF ON TOP OF PCU) E 2X TOP RAFTER TO TOP PLATE PLATT 5, PFOVIPE 90` MN1910 )LOCKING) FALFTEF LAN NAILING COP PLATE J001951-fATHIN6) NOTE NO( MQUIMP IF H2A 15 U5R? AT EVES' MTi r. HO (PI 6x6 POUG FII' F05T 61, O,C, -1" O.C. ++++ + + + + + + + PLAN VIEW ELEVATION VIEW NOTES: I, ATTACH 5TUP5 AT PULT-LIP COUP TOGrTHrF WITH (2) FOW5 OF 16d ( 0,162"x 3.5") NA15 AT 6" O.C. FOF 2NI7 5TOFY 511 AXZNA15, 2, ATTACH 5TU125 AT PUILT-UP CRNFI TOGETHEF WITH (2) FOW5 OF 16d ( 0162"x 3.5") NAIL5 AT 4'' O.C. 5TA6ONT12 FOP 150 5TOFY 51fAFWA15, 5HEAF WAL ENP P05T (NAIL PER WF) 1 1 H19U HOU20WN (PER PLAN) FAR&LAM (PER PLAN) *- NOTE : POLL HOLE FOP TX -I "A2C19 F0I2 THPOUGH PAFALLAM ANP ATTACH W/ NUC ANL? " x 3"x I" PLATE WA5HEF THFEA12r12 907 5INTERIOR HOLD DOWN HD IN FLOOR FRAMING JOB#: 14-5 SHEET: DATE: 01-05-2015 SCALE: NONE Q W � Q ry U � � D W o 0.. NO. REVISION/ISSUE DATE PROJECT ADDRESS: 29 L EW15 DAY DLA2 W. YMMOUTN, MA e ' i t ENGINEERING CONSULTANTS tiLl'IICI]1':1] ' ll\ 1]• C17 YIl'Ullll ll'll lil] JOB#: 14-5 SHEET: DATE: 01-05-2015 SCALE: NONE