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2050 Beach Ave Revisxions va J m w a � z FILE COPY1 h eJ � � S LL -� r. F- 0 g LL ALTERNATE: E m �_ HUC410 or NOTE: w a EQUIVALENT SD-7 ! — — — — — — EACH FRONT EXTERIOR POST a SHALL BE TREATED 6x6 POST ON LU ABU66-Z POST BASE.STRAP POST TO W IIII w HOLDOWN IIII EACH BEAM ABOVE WITH F Q �1. IIII H6-Z or MSTA24-A CLIP. E W W ca IIII SEE DETAIL"F"ON SHEET SD-7 ~ .. L IIIIIII IIII wF zw � cm -' �"". _ W III •' �Il: IIII � � � a IIII M IIII �. IIII X W �o HTT5 IIII) HTT5 HOLDOWN : IIII FT08 _ _ HOEDOWN' _ _ _ — — �— cj Z FTTa s '� w IIII IIII o �� E IIIIv z Y I ' Z IIII o IIII HTT5' @� HTT5 a H 'w f 8 Z HTT5 ....... F.• HOLDOWN : s IIII HOLDOWN HTT5 ' III z s ¢ FT02 HOLDOWN ..... HOLDOWN k H" IIII ...... ...... . :©.: ...... �! m W • U IIII III ...... ...... .. _ �HTT� 9 : . HOL III Of : ........ : z "D . ••' DP1WN � u.- F IIII I� Z � N � �Lu w Q IIII I o l-_ �M IIII HTT ,-HTT5----- III LL =Z IIII HOLDOWN HOLDOWN __ HTT5' a X a H0' OWN �D W ALTERNATE: E HTT5- 'HTT5 -HTT5W-/ W� HU E: HOLDOWN HOLDOWN HOLDOWN o or EQUIVALENT SD-7 0 THREADED ROD LEGEND: NOTE: V -V V v �,�.- • _ %"THREADED ROD FROM EACH REAR EXTERIOR POST r�v FOUNDATION TO DOUBLE PLATE. SHALL BE TREATED 6x6 POST ON SILL PLATE ON EXTERIOR WALLS SHALL BE (4"MINIMUM EMBEDMENT REQUIRED) o ¢ m ABU66-Z POST BASE.STRAP POST TO ANCHOREE BY THREADED RODS SUPPLEMENTED ) O = %"THREADED ROD FROM a EACH BEAM ABOVE WITH BY ADDITIONAL ANCHOR BOLTS or Y"x 3Y" \ FOUNDATION TO UPPER H6-Z or MSTA24-A CLIP. TAPCON S REWS AS REQUIRED TO MAINTAIN FLOOR DOUBLE PLATE. 3 F"ON SHEET SD-7 MAXIMUM "O.C.SPACING SCALE: SEE DETAIL" � � (4"MINIMUM EMBEDMENT REQUIRED) E$ y^=1'-0°(u.o.N.) t J � DOSCALE _^� �_ ,��_��f-JJ ❑ = HOLDOWN(AS NOTED) —THIS DRAWING INSTALLED AT SILL PLATE RELEASE DATE: 0249-14 REVISIONS: p• = HOLDOWN(AS NOTED)INSTALLED - 03-13-14 AT SILL PLATE.COUPLE MINIMUM%"0 GARAGE DOOR NOTES ROD TO HOLDOWN ANCHOR AND w CONTINUE TO DOUBLE PLATE ABOVE. 1. INSTALL()MSTA30 STRAP AT EACH END - OF GARAGE DOOR HEADER.NAIL STRAP p = HOLDOWN(AS NOTED)INSTALLED DRAWN BY: INTO HEADER AND JACKS BELOW. AT SILL PLATE.COUPLE MINIMUM%$'0 INTO ROD TO HOLDOWN ANCHOR AND CHECKED BY: 2. EMBEDDED STRAP AT EACH END OF GARAGE CONTINUE TO UPPER FLOOR 2 Fss DOOR OPENING SEE DETAIL"F"ON SD-1 SHEET: THREADED ROD LAYOUT-FIRST FLOOR DOUBLE PLATE ABOVE. o 8-6-1J L THREADED ROD LEGEND: a • _ %"THREADED ROD FROM al o o M FOUNDATION TO DOUBLE PLATE. (4"MINIMUM EMBEDMENT REQUIRED) O = %"THREADED ROD FROM 00 m FOUNDATION TO UPPER J v_ FLOOR DOUBLE PLATE. LL R (4"MINIMUM EMBEDMENT REQUIRED) o Z = O = HOLDOWN(AS NOTED) uJ INSTALLED AT SILL PLATE = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE MINIMUM e"0 _ O � ROD TO HOLDOWN ANCHOR AND Lu L RODS @ 4'O.C.MAX CONTINUE TO DOUBLE PLATE ABOVE. # _ 0 = HOLDOWN(AS NOTED)INSTALLED o W AT SILL PLATE.COUPLE MINIMUM 8'0 - W ROD TO HOLDOWN ANCHOR Aupol-uunu„ z W w m ADD CS16 IN CONTINUE TO UPPER F,90'i ADDITION TO DOUBLE PLATE ABOYP.', \�` ....... �� '• (2)CS16 STRAPS ALIGNED THREADED ROD WITH HOLDOWNS BELOW Q ••• �� a SSP TOP AND BOTTOM WITH a"x 4!'SDS SCREWS @ 16"O.C. co """ INTO TOP OF GIRDER TRUSS B .� cl Ls LgNW ................... BELOW =_ (n :u cl s LSTA18 AT EACH END OF E ) HEADER&CS16 TO WALL cv x %��•' 4 BELOW \�� ^\ p = ml '''�� �i�inu-u `� HTS24 AT RIDGE- \ F ¢ �� Z f TO POST \ HTS24 AT UPPER RIDGE TO POST o \ o N� AND MSTA24 FROM UPPER TO LOWER ) ow POST—WITH MSTA24 TO HEADER BELOW / o CK z o �. : HTS24 AT RIDGE / d . ....................._.... . ... TO TOP PLATE o W ................. - _ X O LLJ . N W af a z W w o ......• .• �� ;; LSTA18 AT EACH END OF (2)CS16 STRAPS TO HEADER&CS16 TO WALL LL = o = ; HEADER BELOW :: BELOW LL (2)CS16 STRAPS ALIGNED- WITH HOLDOWNS BELOW \ SSP TOP AND BOTTOM WITH g 2i x 4 Z'SDS SCREWS @ 16"O.C. v o INTO TOP OF GIRDER TRUSS Z LL BELOW ADD CS16 IN o z ADDITION TO a LL THREADED ROD - a 3 SCALE: RODS @ 4'O.C.MAX o %°=r-o^(u.o.N.) DO NOT SCALE THIS DRAWING z RELEASE DATE: • 12-18-13 t REVISIONS: 1 05-20-M I DRAWN BY: DJM CHECKED BY: FSS SHEET: y TIE-DOWN LAYOUT-SECOND FLOOR 0 RIDGEANCHORING o -9 THREADED ROD LEGEND: UI Q of o = /"THREADED ROD FROM = m M FOUNDATION TO DOUBLE PLATE. (4"MINIMUM EMBEDMENT REQUIRED) - R NOTE: 9' THREADED ROD FROM • %"TH 2x6(3:12 PITCHED)RAFTERS @ 24"O.C. 0" O - v REAR BEARING AT 9'-5"PLATE FOUNDATION TO UPPER d FLOOR DOUBLE PLATE. (4"MINIMUM EMBEDMENT REQUIRED) p e NOTE: - - - - - � W y �g, 2x6 FLAT RAFTERS @ 24"O.C• = HOLDOWN(AS NOTED) € y BOTTOM AT 8'PLATE HEIGHT I r— — — I r - = INSTALLED AT SILL PLATE (CANTILEVER FRONT) E� O = iz HOLDOWN(AS NOTED)INSTALLED m c AT SILL PLATE.COUPLE MINIMUM e"H o Q W v ROD TO HOLDOWN ANCHOR AND w J CONTINUE TO DOUBLE PLATE ABOVE. to p Z = O HOLDOWN(AS NOTED)INSTALLED d QLu Y AT SILL PLATE.COUPLE MINIMUMJ.-0 J ROD TO HOEDOWN ANCHOR AIyD v J W z W w m s CONTINUE TO UPPER FLOgRo""'10H1""k �, a DOUBLE PLATE ABOV�,�`*�0\A J w o N�Z FOUNDATION-SHED U � o ~o w ROOF LAY UT-SHED Q';'> Z _ '\ NOTES: cf) ~ = o Y �y••••.....• F o w\ 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 .••` a N o SHEARWALL LE66mp,;. � „4 STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 9'-1/a"-U.O.N. uuunu��` o H= z W- ......::: = NON-BEARING WALL 2 ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4Z o w � "' SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1%"-U.O.N. o BEARING WALL 3 W Q v 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. SW-6_ NOTIFY ENGINEER OF ANY VARIATIONS. o = SHEARWALLS FASTENED WITH d 2x6 RAFTERS @ 24"O.C. MY') � �N iW— 8d COM(0.131"x NAILS @ w CONTINUOUS HEADER RIPPED 6"O.C.ON EDGES AND 12"O.C. t Fii o m M ----CONTINUOUS 2x6 DEPTH TO FIT WINDOWS. mi , (2)2x6 HEADER ON INTERMEDIATE SUPPORTS. U1 =Z — — INSTALL(2)CRIPPLES BETWEEN1J 2K SW-3— 1.4 , / wlNDows. SHEARWALLS FASTENED WITH1� wl_ 8d COM 0.131"x 2 2" NAILSBEARING CEILING �;: :�`/�_� _��_�-/�-� --��-�. ( ) @�NAILJOISTTOSTUDWITH� \ 3"O.C.ONEDGESAND12"O.C.ON INTERMEDIATE SUPPORTS.(4)0.131"x 3 4"NAILS AT _EACH STUD CK �oSBS SHEATH BOTH SIDES OF WALL Za -2x6 JOISTS @ 16"O.C. w AT INDICATED SHEARWALL(CONTINUOUS REAR WALL _ = zo o Ud TO FRONT CANTILEVER) ! c� o , NOTE:ALL EXTERIOR WALLS SHALL BE "SW 6"U.O.N. _ a o � - � h WOOD FRAMED HEADER LEGEND: E SCALE1 0•(U.O.N.) Ik JA I SIZE _ DO NOT SCALE THIS DRAWING OF HEADER d RELEASE DATE: 2 2x_TU4TITY 1z-�a-13 REVISIONS: J os-20-14 QUANTITY _ RODS @ 4'O.C.MAX OF JACKS OF KING STUDS 6 NOTE: _ DRAWN BY: TIE-DOWN LAYO T-SHED SECTION-SHED WALL LAYOUT-SHED ALL WOOD FRAMED LOAD BEARING HEADERS DJM SHALL BE MINIMUM (2)2X6 No.2 OR BETTER m CHECKED BY: FSS SYP.INSTALL MINIMUM(1)JACK AND d SHEET: (1)KING STUD AT EACH HEADER(U.O.N.) p HEADERCHANGES S-14