Loading...
Plan Revisions 310 6th St 12-756 2012 To: Mike Jones From: Chris Lambertson`/,��"_ Elite Homes ��//// Date: July 6,2012 Revised engineering for the Nelson Residence of#310 6 'Street,Atlantic Beach, FL. Permit#12-756 0y 83-1 2" 1. w 13 02" 2„ 9,�„ 9'4" 18'6" Q CHANGE TO VAULTED CEILING I j Y 8 " IN PLAY ROOM g o r — — 24"x 24"x 12"PAD FOOTING -- --- -- J r - - WITH(2)#5 EACH WAY(TYP.) o +ad'v Y LL SEE DETAIL"E"ON SD-1 �' v N � w Y � m N 6" m m 1" 20_112 15'-10" U 1 - 20'-6" co H W V�o i of — —— —— ——— �- - - -- - - — �o' Uq _-"av-"j�"�,"v••o s oa ••u•• ' t; LAM 9 =- - - - - - - 00 SD-1 Z W 'oh,61 co Lu H CONCRETE SLAB WITH 04 ' I _ 6x6 W1 4x14 WWF OR �I ;• {[ FIBERMESH OVER 6 MIL p = .Y - VAPOR BARRIER COVERING ;� •., • q _.... .;:.;_. 1 _ 9 SS x: H ttfz CLEAN COMPACT TREATED FILL. op Z SD-2 F 1''�" 112" _ r N i 1 1 1„ 1„ 1„ -- s - z �� ;m' 2__ 2'-11" --- 14'--3"- I I I--I 2 z Z 12'-9 4-8-" 6'-6- ,, 12'-6- 8'-12 - CD 2 d' 2 2 2 '� 2 111'-0" 4�" Ig ZLL oy LU % B W a 10 j cN — - - - - I I SD1 g Y " - - - Lu M �I CN K ..� �- — — SD-2 C, SD-2 , { =Z ..c& > J i �vw� H I I I I I I A LL - L — - -- _J L H I C_ 2­--j CJ I o 2-.- ---- --- 13'-9". Z LL 4 I rJ r7 N �Z'`•'� I ,i e r`�q CJ=SUGGESTED CONTROL JOINTS L — ;� N LOCATIONS SEE DETAIL"T"ON SD-2 f EMBEDDED STRAP AT EACH — — — — I —_-- ( J s ALE, D GARAGE DOOR OPENING _ __ _ _ _ _ — — — — — — J ( — — —— _ ------ E YB"=r o (u.o.N.) �INj SD-1 SEE DETAIL"F"ON SD-1 I r — — — — — _---.—— j --_-� ;...::-,. ..,. DO NOT SCALE — — — — —— — =DENOTES TWO STORY THIS DRAWING - - FOOTING CONDITION N ION RELEASE DATE: 06.13-12 — — -- 36"x 36"x 12"PAD FOOTING 2 REVISIONS: WITH(3)#5 EACH WAY \ Ij — - - -- - 06-26.12 DJM N 178. 1 I ` Y o 5'-31" CONTRACTOR SHALL VERIFY ALL DIMENSIONS 2'-1= (8'11• 23'9" 8'11"- ,2'1= - _--___-,.---,-- 27�f0"� ____- ' 2 5'"3" USING FINAL APPROVED FLOOR PLAN PRIOR _ - 12'-1"___ — -30"x 30"x 12"PAD FOOTING Ir TO CONSTRUCTION. j6" x N - Y kc- 9- WITH(3)#5 EACH WAY 6 SEE DETAIL"E"ON SD-1DRAWN BY: CMF 30"x 30"x 12"PAD FOOTING�� ---- ---- 35'-7" (S — WITH(3)#5 EACH WAY ----- 9 5" -- 8' __,_____9%5' ---- 19'-92" CHECKED BY: SEE DETAIL"E"ON SD-1 83'-10-2"1" SHEET: — FOUNDATION PLAN o S-3 — ��, — NOTES: < 4 N D 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 i STUDS @ 16-O.C.FOR PLATE HEIGHT OF 9'-1 Ye"-U.O.N. LL G 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH �c4 O aW SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Ye" U.O.N. OJ v ti g3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. p `(2)2x6 BUILT-UP NOTIFY ENGINEER OF ANY VARIATIONS. g OZ F a / EXTENDING UP W F TO RIDGE — —� - w r) 0 i ° cm (3)1 3/"x 11%"LVLT BALLOON FRAME O N WALL �pv A ® CHANGE TO VAULTED CEILING ``ate Q IN PLAY ROOM /-BALLOON FRAME : w. / WALL l _ (l" . — ((/'V a • 7-2 wa Lu • g Q s © = � • a �-MIN.(3)2x6 �. € ilI fit } • .�s BUILT-UP POST y m wl HH HIDDEN HANGERS :: SHEARWALL LEGEND: b 2Ep CONTINUOUS) ( ` - F(4)2x6 BUILT-UP � HEADER LI NOT % POST(MIN.)EXTENDING = NON-BEARING WALL t Z o UP TO RIDGE � Z W ::......::... O - BEARING WALL -� - �1 � •: ::::: :: g FILL A� SW 6 - co O - SHEARWALLS FASTENED WITH „ „ :::....-.- ,I 6"O.C..O8d COM NOEDGESAN)D 12I O.CLS @ v a ON INTERMEDIATE SUPPORTS. (4)2x6 BUILT-UP ' mo POST(MIN.) :........ �:.::: .......:: =z ...... . _SW-3_ a Y W = . . j O = SHEARWALLS FASTENED WITH w LL : . 8d COM(0.131"x 2 Y")NAILS @ w W \ MIN.(3)2x6 `(4)2x6 BUILT-UP. 3"0 C ER EDGES AND PORT. N ON INTERMEDIATE SUPPORTS. BUILT-UP POST POST(MIN.)EXPENDING '� - i w/HH HIDDEN UP TO RIDGE SBS = SHEATH BOTH SIDES OF WALL c c tiL HANGERS �' AT INDICATED SHEARWALL $ B (HEADER IS NOT � CONTINUOUS) \ — NOTE:ALL EXTERIOR WALLS SHALL BE"SW$"U. a iL �� WOOD FRAMED HEADER LEGE a SCALE: BALLOON FRAME ` SIZE Moo NOT scuE I WALL i OF HEADER THIN DRAWING 2 2x_HEADER RELEASE DATE: s 061312 1 J �( REVISIONS: l 9 06-2612 DJM QUANTITY QUANTITY OF JACKS OF KING STUDS w (3)1 1Z LVL e" NOTE: DRAWN BY: l ALL WOOD FRAMED LOAD BEARING HEADERS CMF `(2)2x6 BUILT-UP BALLOON FRAME SHALL BE MINIMUM(2)2X6 No.2 OR BETTER CHECKED BY: POST(MIN.)EXTENDING WALL SYP.INSTALL MINIMUM(1)JACK AND FSS WALL LAYOUT SECOND FL UP TO RIDGE SHEET: _ (1)KING STUD AT EACH HEADER(U.O.N.) ® S-5 ® CHANGE TO VAULTED CEILING IN PLAY ROOMI a SI v LJ ❑© J u- 0 Q m z U. V � p Z J Z � o g ai w � w II O $ w ai x 0 MSTA24 AT \`(2)HTS24 AT RIDGE TO H o EACH END OF POST AND(2)MSTA24 J o FROM POST TO BEAM �I BEAM AND ��`�•�U� - .. W 7i N CS16 BETWEEN 0,0" CJ a w o FLOORS ����°• o' SPH TOP&BOTTOM AND ui Y4"x 4 Y'SDS SCREWS INTO w I SPH TOP&BOTTOM AND TRUSS GIRDER BELOW @ 16"O.C. Y"x 4Y2"SDS SCREWS INTO _ (n ❑ --_" _ i TRUSS GIRDER BELOW @ 16"O.C. HTS24 RIDGE �> ��Q9�• Z TO POST •.�� 1--1 ��,• �sy�y •. •,.• -(2)HTS24 AT RIDGE TO POST AND(2)MSTA24 FROM POST TO TRUSS o��• o 00 ,. .. _. g �--�F z z� :: s r`tJ�a � GIRDER �' ............ . Zi0 �W HTS24 RIDGE ? _ : s LL ' W w z TO POST AND o''�w LSTA18 a CS16 TO TRUSS `° ��� .. . .. 00 N m F BELOW as..o in �............. ::..... U W 0,Yn CL x . . . CD to < M 0 N M a: L.. . . . TOP&BOTTOM AND 14 a .J Y"x 4Y"SDS SCREWS INTO g ` TRUSS GIRDER BELOW @ 16"O.C_ w (2)HTS24 AT RIDGE TO ` co POST AND(2)%TA24 N SPH TOP&BOTTOM AND o z :: FROM POST TO TRUSS Z LL v Y"x 4 Y"SDS SCREWS INTO �' i GIRDER,,,,, TRUSS GIRDER BELOW @ 16"O.C. _ o Z ,-HTS24 RIDGE TO POST THREADED ROD LEGEND: SCALE: • = e"THREADED ROD FROM FOUNDATION TO DOUBLE E Jk"=r-o"(U.O.N.) SPH TOP&BOTTOM AND �� �� a DO NOT SCALE Y,"x 4 Y"SDS SCREWS INTO PLATE.(4 EMBEDMENT REQUIRED ( ) € THIS DRAWING TRUSS GIRDER BELOW @ 16"O.0 J :: ,� RELEASE DATE: a o O = a"THREADED ROD FROM FOUNDATION TO UPPER FLOfOR 06-13-12 1 y MSTA24 AT == -5 co z EACH END OF - w oz DOUBLE PLATE.(4-MINIMUM EMBEDMENT REQUIRED) REVISIONS: �12 DJM w o € -(2)HTS24 AT RIDI�TO p BEAM ANDI ;% POST AND(2)MSTA24 -w CS16 BETWEEN ❑ = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE FLOORS I' FROM POST TO¢SAM � •• p = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPkE a' MINIMUM Y2"0 ROD TO HOLDOWN ANCHOR AND CONTINUE g DRAWN BY: TO DOUBLE PLATE ABOVE. CMF = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPOLE CHECKED BY: FSS MINIMUM Y2'0 ROD TO HOEDOWN ANCHOR AND CONTINUESHEET: THREADIED ROD LAYOUT-SECOND FLOOR TO UPPER FLOOR DOUBLE PLATE ABOVE. o S-7 Q CHANGE TO VAULTED CEILING c IN PLAY ROOM 0 J LL 0 v Oj Go u� � LL. V z Z O IF I_Aj � w a W W ® 9 O N N QW x J 0 )1%"x 1%"LVL 0 o a Z = M � J H Z �H � 8 �pNa z r � i N � �'LJ i v v� N • Lu g S VAULT _ VAULT 2x6 CEILING 4 JOIS - s O o Z • S @ 24"0. i �*CEILING JOISTS NAIL TO RAFTERS y� •.•• � 4_ �. :• r ..:C W/(6)0.131"x 3y"NAILS(TYP.) '��� .• h% VAULTED VAUt-TED 2x8 CE LING JOIS S ............4 @ 4"0. _ _W g ��FF��5 �z P `JC DC7 �j Q to IIIILL }: .... .. .. Em' FI 0 w \ - _ ILL F F Z zj "'2x6 CEIILINGIJOIST' @ 24"0. .' ) w v = Lu I � • � a �W m 2x8 CE;LING J ISTS @ 24"O C..- ml W o Ii 0 m M 2x6. LING Jb1STS @ 4 O.C."' g � W LL LL VAUAi � T� .............. i Q lJ SCALE: Lu VAULT _ 00 VAULT Lu DO NOT SCALE f 0 THISDRAWING � RELEASE DATE: 12 JT REVISIONS: 06-26-12 DJM w DRAWN BY: CMF CHECKED BY: SHEET: FSS CEILING LAYOUT-SECONQ FLOOR S-9 J ® CHANGE TO VAULTED CEILINGI jI N IN PLAY ROOM o g 11 � E'I 3Q: �� Im V 2 _ � a FF_ — i — O ~ LU �(2)2x6 BUILT-UP . POST TO BEAM s s N $ N. U) 0to0 w = I-- 0 O o 4 wLu = -- - - 3112 ROOF OVERFRAn4E, �5 - �- Q`�` '— a�•� �•' g � �'•• ONTO 9112 ROOF \ < 47 C/) B '�• y (3)2x6 BUILT-UPS R+ v Lig z POST TO BEARING _ -- 4 2x6 BUILT-UP aya - a Z i SEE DORMER — -- -- ": :: - c^v O ��� >w DETAIL ON TO �� o SHEETS-1 2(TYP.) - BEARING 2x10 RAF ERS @ 24"'O.C. N Z ____ __ --_ CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS(FfpC 2010) 1�-i= Z Z �} 2x8 RAF ERS 24 �.C. :; j Span Tables for No.2 SYP Rafters Q Q 3 _ No Ceiling Load-20 psf LL,10psf DL W LL o .. ., OLLI Lu N w w qQ 12"o.c 16"o.c. 19.2"o.c. � o. cSIZE 2x4 9-1" T-10" T-2" 6-5^ F a w u- 2x6 -- 15'-6" 141" 13'-3" — \.J ---- :: 12'.3" w 2x8 20'-5" 18'6" 1'T-5" w w >:.:: — -- 15'10" 5� O :.:Fsi... .......... O 26'-0" 21'-2" 21'-2' 18'11" - ¢ 0 Span Tables for No.2 SYP Rafters-No Ceiling Joist- �,M C 2x1 F- 7 _ ___ with Drywall Ceiling-20 psf LL,15 psf DL ryM�o o 0 U W =z --- .... U... .:.. ..... - w . L... .. c SIZE 12"o.c. 16"o.c. 19.2'0.c. 2 I > Of -- — -- � L(4) LLT-U ..•i v ••;: r.., ., � � •..• 2x6 15'-6" 13-11" 12'-9" 115" g LL LL 2x8 _ 20'-5" 18'-0 16'-5" _. 14'-8" F"Lj POST TO - 2x10 24'-10" 21'-e' 19'-7"_ . BEARING _ .- i \ 2x12 26'-0" 25'-2" 23'-V 4l x 1 . / ` Span Tables for No.2 SYP Ceiling Joist o _. _ _ POST TO BEAM: 20 psf LL,10 psi Dt. z LL 4 - - SIZE 12"o.c. 16"o.c. 19.2"O.C. _2!4"o.c. 2x4 9.1„ T-10"-- T-2" 6'_5^ < o i o 2x6 15'6" 13'-6" 12'-3" _ 11'-0" x • LL - — i — 2x8 20 1 1T-5" 15-10 a - -- - 14-2 -- V G :: � 2x10 24'-0" 20'-9"_ 18'-11 �._ b0 2x12 26'-0" 24'-4" 22'-3" 19'-10" 9 SCALE L J (dj Ye"'V-0"(U.O.N.) 5 Roof Framing Notes: - > -- -(3)2x6 BUILT-UP ( �' -== `�-- � ��, � DO NOT SCALE POST TO BEARING / ��� °O 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SKfp THIS DRAWING 2. ALL RAFTERS SHALL BE MIN.2x6's @ 24"oc.(U.O.N.) RELEASE DATE: i 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON HSGIPS 1 0613-12 WITH(5)10d x 1%"NAILS EACH END. 2' REVISIONS: LOCATE RIDGE BEAM SPLICES v 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FFACE-NAIL 06 2612 DJM - 1 COLLAR TIES TO RAFTERS WITH(5).131"x 3 y"NAILS. ANYWHERE WITHIN CENTER 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WIN(q) w SECTION OF RIDGE 131"x THNAILS.< 6. ALL RIDGES, HIPS,AND VALLEYS SHALL BE(1)NOMINI�SIZE LARGER 2 THAN ADJOINING RAFTERS.(U.O.N.) E DRAWN BY. _ 7. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131'x 33%"NAILS. g CMF (2)2x6 BUILT-UP 8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) CHECKED BY: POST TO BEAM� 131"x 3Y4"TOENAILS.9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SOMPSON MTS12 §SHEET: UPPER ROOF LAYOUT �� TWIST STRAPS WITH(7)10d x 1 Y"NAILS EACH END OFF STRAP II , NOTE: NOTES: EACH REAR EXTERIOR POST \ I 0 N SHALL BE TREATED 6x6 POST ON ••••.•... •••••••.... ... •••• 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 o ABU66-Z POST BASE.STRAP POST TO - 2 12 PORCH = U- EACH BEAM ABOVE WITH H6-Z CLIP. O STUDS @ 16'O.C.FOR PLATE HEIGHT OF 10'-1/e"-U.O.N. SEE DETAIL"F"ON SHEET SD-7 :III BEAFY(TYPICAL) III 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH ZX w m D 7 \ :VIII E SPF ND.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y"-U.O.N. 2 O S ~ SD-7 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. ii g W 3 NOTIFY ENGINEER OF ANY VARIATIONS. f- �_ - - v) a W :.SSW"3..— —..SW"3... L m U) (2)2x10 HEADER $ W = SW-3_: SW-3- I 2J 2K ). CONT.(3)SPANS O o (2)2x10 HEADER (2)2;68 HEADER (2)2x8 HEADER J = I' Lu 2K 2J 2K J .. M J YI', 2J 2K 2JIBURPOz �I. \¢' CONT. 2 SPANS CONT.(2)SPANS I Ivo 3 rn I. O I CHANGE TO VAULTED CEILING ``01-p�J _••• � z IN PLAY ROOM ` `C x I ` •• gam • zv Aff • N SV1�3 - SW-3 `✓3 (5)2x6 BUILT-UP (4)2x6 BUILT-UP-, . ..:....-•.......—.—........—.— (M NOST� . POST(MIN) ) -(6)2x6 BUILT-UP '� P I 0 Zia SEEMSPOST MIN. NEXIIIIIIiiii RISEN[ SENIOR BEIiiiii, Th oft, ' (6)2x6 BUILT-UP••�� :: I :............ . ...................... •• v ='�•� SHEARWALL LEGEND: pF POST(MIN.) I I hiq U o (4)2x6 BUILT-UP (4)2x6 BUILT-UP I NON-BEARING WALL $ o o POST MIN. I :: F"-� z Z POST(MIN.) (MIN.) CD .................� : ` :: O = BEARING WALL s a w . 02 .. ... ...�..�.. ��, Zi o. W i:.. SW-6 F- =Z ~ {2)2x6 BUILT-UP f j O - SHEARWALLS FASTENED WIT1¢{{ LL LU POST(MIN.) N (3)2x6 BUILT-UP 8d COM(0.131"x 2 Y")NAILS a :: ' •' 6'O.C.ON EDGES AND 12"0 C v a = POST(MIN.)TO :: > 2x6 FRAMED---\ ON INTERMEDIATE SUPPORT$. $ w a w N MATCH ABOVE _ :�.: i c .. .......... o N �' (2)2x6 BUILT-UP' I 1 € " =z WALL POST(MIN.) M i % —SW 3— Y 31 ::= (3)2x6 BUILT-UPS (2)2x6 BUILT-UP g w .. \- 3 O = SHEARWALLS FASTENED WITF¢{{ LL (2)2x6 BUILT-UP POST(MIN.) POST(MIN.) (5)2x6 BUILT-UPS �� � � ;::::: 1:� .::::::s �.- 8d COM(0.131"x 2 Y")NAILS POST(MIN.) I i " 3'O.C.ON EDGES AND 12"O.C,. POST(MIN.) \ I f 05 .� } __ — �W 3 — — =r ON INTERMEDIATE SUPPORT%. --(2)2x6 BUILT-UP:::: \ POST(MIN.) ::::\ `POST TO MATCH �® SBS = SHEATH BOTH SIDES OF WALIL Z LL o 0 \ l� POST ABOVE AT INDICATED SHEARWALL a''_ � W o � m /(3)2x6 BUILT-UP (2)2x6 BUILT-UPS ({�)2x6 BUIL u1" \ POST(MIN.) (3)2x6 BUILT-UP- POST(MIN.) I FROST(MIN.) -- a < � o •• ,••• NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"UJ. •N• - '0 Tam 1110111111111111 SENSE! IBwBlll OZONE POST(MIN.) \ M :M WOOD FRAMED HEADER LEG p; SEEMS �I :Ii� SCALE: SIZE X"=V-0"(U.O.N.) I OF HEADER m DO NOT SCALE _ THIS DRAWING I� E 8W-3 —ST-3— N-3 \ E RELEASE DATE: 2 2x7 HEADER 06-13-12 GARAGE DOOR NOTES J K �.................... V w ILII�� REVISIONS: (2)2x12 HEADER (2)2x12 HEADER : x v N 06-2E12 DJM 2J 2K 2J 2K �, 1. INSTALL(�MSTA30 STRAP AT EACH END QUANTITY QUANTITY OF GARAGE DOOR HEADER.NAIL STRAP OF JACKS OF KING STUDS w= NOTE:--- INTO HEADER AND JACKS BELOW. EACH FRONT EXTERIOR POST _ SHALL BE TREATED 6x6 POST ON ... •....••••••... •.••••...•.• • 2. EMBEDDED STRAP AT EACH END OF GARAGE NOTE: 9 DRAWN BY: CHECKED BY: SHALL BE MINIMUM(2)2X6 No.2 OR BETTER ABU66-Z POST BASE.STRAP POST TO (2)1 f x 11 "LVL CONTINUOUS OVER THREE SPANS DOOR OPENING SEE DETAIL"F"ON SD-1 ALL WOOD FRAMED LOAD BEARING HEADERS 9 CMF EACH BEAM ABOVE WITH H6-Z CLIP. SEE DETAIL"F"ON SHEET SD-7 =- v� �� 3. GARAGE DOOR SHALL BE RATED FOR A SYP.INSTALL MINIMUM(1)JACK AND MINIMUM DESIGN PRESSURE OF 22.0 psf t SHEET: WALL LAYOUIf-FIRST FLOOR (t)KING STUD AT EACH HEADER(U.O.N.) S-4 NOTE: EACH REAR EXTERIOR POST�� NHPLNAGEAY RTO�V�IAULTED CEILING id ? � N SHALL BE TREATED 6x6 POST ON ...................................... AE'IU66-Z POST BASE.STRAP POST TO — — _ -- — EACH BEAM ABOVE WITH H6-Z CLIP. SEE DETAIL"F"ON SHEET SD-7 :III tzi III w m O E :III 0 v SD 7 \� :III SD_7 5 � z Hl —HTT5— w Q HTT5 E 8"TYP. �HOLDOWN — Lu SD-7 w HTT5. �HTTS HTT5 �tQLDOWN \ : ............ HOLDOWN HOEDOWN HOEDOWN i �:' o N N 'HTT5 N E p w - HOLDOWN SD-5 Lu O HTT5 Q Z o M HOLDOWN „ _ MSTA24 AT END S OF BEAM w/LTT20 ��� .• w o ............................................. 6 HOEDOWN AT SILL � $ HTT5 ••�� ALT:THREADED ROD . HOEDOWN HTT5 - _ Z Z HTT5 , ... .............. . `<, 4OLDOWN � \, HOEDOWN \ HTS24 HTS24- �' (,• W HTS24 AT / AT GIRDER AT GIRDER >i s . 1 GIRDERmom mmago • a tr i O ...... . .. ................. �i w `HTS24 AT GIRDER w/ROD ADJACENT:: TO GIRDER -HTT5 HOLDOWN HTS24 -HTT5 Z o o :} x ..... ... . :................... � AT GIRDER �' •. s �}a �N . -,......., .- HOLDQWN 102—..�.. :....... :.......... . r_AT LuTS24 . . W ~Z a = • U GIRDER g '� .... HTS24 AT GIRDER ROD ADJACENT — ---_ D � ..... ...... �_ o a • •' � D T ::::::................. N 0 w vii .. .. �: TO GIRDER W o HTT5., Ya HTT5 ' OWN HOLDOWN HTS24 } OLDOW HOLDOWN ,tom AT GIRDER 105 1 A HO BOLTS @ 24"0.C. Z d � d _ � \-DTT2-Z HOLDOWN r HTS24 AT GIRDER AT BASE OF POST -> o 2 1 Z w/ROD ADJACENT TO GIRDER �• HTT5 a TIgm HOL•DOWN HTT5 $ THREADED ROD LEGEND: SCA LE: HOEDOWN _ %"THREADED ROD FROM FOUNDATION TO DOUBLE E X"=r-0"(U.O.N.) N N _ 8 DO NOT SCALE SD5 SD5 E - PLATE.(4"MINIMUM EMBEDMENT REQUIRED) THIN DRAWING �HTTSSD-7 RELEASE DATE: SD-7 i1 HTT5 7,' • = %"THREADED ROD FROM FOUNDATION TO UPPER F 06-13-12 . ........................... . \ HOLDONOfN HOEDOWN O DOUBLE PLATE.(4"MINIMUM EMBEDMENT REQUIRE REVISIONS: REVISIONS: !III \ IIII; ) 0626-12 DJM IIII -MSTA24 AT MSTA24 AT IIII ❑ = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE PORCH BEAM PORCH BEAM g GARAGE DOOR NOTES NOTE: EACH FRONT EXTERIOR POST p = HOEDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE 4 1. INSTALL 1 MSTA30 STRAP AT EACH END \ U SHALL BE TREATED 6x6 POST ON 1� — _ ,� g#tM•.�'arwee ... ;,.,�. ..... -. � N ............ ............. .. — O LL . ..............� III Ili � z � :IliLu i= 2x10 CEILING J ISTS @ 240. c. fr V Z Lu IFg Lu 1- 3 Lu O Lu ot ca -� LL L, ~ - o 06-13-12 UB - _- o1p_m�l Lu 0 o U � Z 12x10 LLjDGER WITH > a�a.�`� OJ U (5)0.13'11x 3 Y":NAILS � ., _ �� •. I @ 16"d+C.(EACH STUD) A � .............................................. � o i ................ . 0 _ � ----NOTE: - Z w VAULTED ROOF I CEILING w ✓ FRAMES DOWN TO BEARING AT LOWER PLATE LINE = M x ' N r . 3 a o wo F02 j ISO! LOCATE FLOOR— - - W�_ TRUSS DIRECTLY - – r f Z UNDER BEARING # 2 m j 3 0 0 WALL ABOVE a SF01 {#::; X02„®..•„��.. .... "'�..'�.. W w j ......:: a ~_ ....:::: .. Mli r 9 U .. ... :•..:: �:... ... F H F04 Nw w F�1 U a 3............... O ami� FO ' OCATE FLOOR = F05F14 F07 1 1.5 TRUSS DIRECTLYF07 ir g LL UNDER BEARING- NK WALL ABOVE - BLOCKBETN'EENJ 075 F15TRUSSES UNDER 2x8 CEILING JOISTS @ 24"0.8. BEARING WALL ABOVE OC �EE FLOOR TRUSSES , g v 216 CEIL�NG VER HE WA JOISTS @ 4"0.0. :: :: ` N LL ILL 0 . m N U a S LL ILL SCALE: X"=T•0"(U.O.N.) 2x6CEILINGJ �� 24"O.C. DO NOT SCALE THIS DRAWING RELEASE DATE: IIII: REVISIONS: LOC BE VEEN FLOOR TRUSSES r r VE :XTEI IOR ALL I $ -- —- .. . € DRAWN BY: . -- . ....,............. €' CMF \ INSTALL H8 CLIP AT EACH CHECKED BY: FSS FLOOR TRUSS BEARING OVER SHEET: FLOOR TRUSS/LOWER Cf!LING LAYOUT COVERED PORCH _ S-8 o SI —9- .1= N. .... . — ... .. ! U FTE S 40. z :VIII III _ I 2x107. " g @ s O I- s Lu Lu LL V) Q W I ;! O � eo j i O_ o W !2x12 LEEDGER WITH E y� W a (5)0.1 331"x 3Y":NAILS h ,'``` O0 'ti @ 16 .C.(EACH STUD) (2)1%"x 14"LVL STRUCTURAL RIDGE (� iu `,��" J Frr♦ 3♦ . .................. t ( IIII! : � �, CRICKET CR CKE a .� --,,. I I' a o Cj ALL RAFTERS SHALL BE Z o 2x6 @ 4 O.0 ( .0. ) s Z :: ... . :'•.................. :: :: -_ s N. g �a � $ N : .:.: LLI �J .. U W� ¢N c LL 2 Z I I F�1 w u- ....._... I � x T05� - -- — x � m mmliPLuo Z LL m g 2 �clc II m .. € SCALE: E DO NOT SCALE OVERFRAME 9/12 ROOF ONTO 3/12 ROOF THIS DRAWING - RELEASE DATE: VIII: g 06-13-12 REVISIONS: ........................... :IIII !( E IIII IIII: w —.. _ ...... .... .. ............................... 2 DRAWN BY: CMF g CHECKED BY: eFSS SHEET: LOWER ROOF LAYOUT o C—1 a J O