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Plans (23) BU P2016 - 00278 RECEIVED rV7V7 SLi' 19 Z016 7' yv / /, CITYOFTIGARD //// M LR %DIVISION I i ,- / .y/// /iu , % / DESIGN SERVICE SC:OPE OF WORK Designer: 1 . (N)ADA COMPLIANT RAMP AT FRONT OF (N)ADDITION Ryan Zink 3111 Cottonwood Ct 2. (N)26'X16' NON-HEATED ENCLOSED PATIO AREA West Linn, OR 97068 C: 503/701-8213 Ryan@Zinkdesignservices.con Client: _- — -. Tigard Taphouse Site Analysis -- ________ Site: Area: Percentage: t Site Area = 18706.3 sqft Impervious Surface: / 9230 SW Building: 1268.53 sqft 6.7% / Tigard, R 97223 Burnham St Paving Area: N/A Sidewalk: N/A / Trash Enclosure: N/A / , Total Impervious: 1268.53 sqft 6.7% /Landscape: Landscape Area: 17437.77 sqft 92.3% / Parking: Total 0. NO OFF STREET PARKING IS AVAILABLE l / $ --1 . ir „_,1 Code Analysis, (E) 3UILDING r - 1 NENCLOSEU ;._ !f PATIO COVER BASED ON THE 2014 OREGON STRUCTURAL SPECIALTY CODE (E)BU/ 0 1Li?N6 fes. RFRNOW 1_ k f t // 2 OCCUPANCY AND CONSTRUCTION PER OSSC 304. 1, 602.5, 1004. 1. 1 ;N::« >.........._ ////// ASSUMED OCCUPANCY: B '" CONSTRUCTION TYPE: V-B . �� � � OCCUPANCY LIMIT: 51 PEOPLE BUI:LDING HEIGHT AND AREA PER OSSC TABLE 503 =.„.„_ PERMIT SET 09/15/1 ALLOWABLE AREA: 9,000 SF T ALLOWABLE HEIGHT: 2 STORIES(50') SW BURNHAM S . ...„-- - ACTUAL BUILDING AREA: 4966 SF __�.,.,........_... — W-..- -----'---.-�-�-- — CITY of TIGARD ACTUAL HEIGHT: 2 STORY REVIEWED FOR CODE COMPLIANCE \ Approved: [ L� — OTC; • �l c c� l�z 1 `t'- MEANS OF EGRESS PER OSSC 1005, 0.2" PER OCC 1" = 20'SITE PLAN El) ,� I OCCUPANTS EXITS REQ. EXITS PROV. Address: jr 2. 441 • ` M. i BASEMENT 1 0.2" WIDTH 1 Suite#' By: Date: �f r' MAIN FLOOR 57 11.4" WIDTH 3 UPPER FLOOR 4 0.8" WIDTH 1 shall be an job ns COVER SHEET TOTAL 62 12.4" WIDTH 4 OFFICE COPY MAX. DISTANCE TO EXITS <200' UPPER FLOOR STAIR WIDTH REQ. 7.2" / ACTUAL WIDTH 48" CV CITY OF TIGARD SHEET Approved by Planning Date: Initials: 0 00 00 00 0 0 0 0 00 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 00 00 0 0 0 0 0 C 0 0 0 0 00 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 - _ 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 00 O 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 O - 000 0 0 0 000 O v000 000 0 0 00 00 4, '; 2h6 STUDWALL z \" SHEATHING 0 0 0 0 0 0 0 0 0 O O 0 O O O O O O ' O O 000 000 00 O O O 0 0 0 0 0 0 0 0 0 O 000 0 0 0 0 0 00 a ////// i / NEW 6" CONCRETE STEMWALL z (1) r^ ,,./ _,,_-, -#4 BAR TOP AND (1) - #4 BAR �`�" BOTTOM z 4 DOWELS AT 48 O.C. 3'-8 1/2" / \ /�,�"/a�iii�iir//.( %/�i,. ... __ _ FOJ \ DATIO \ \ OTES # " I 12" X18" CONC FTG AT < OF WALL FULL HT r W/(1)#4 EA. WAY f.-- :: _ ._ :1 '~" / 1. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSION (ALTERNATE HOOKS) �......"_" - I -- STEP AS NECESSARY /� -,p,4 % STRENGTH OF 2,500 PSF. FOR WALLS EXPOSED TO WEATHER, / ''? '', - ' ( ENNTRA UNDATIONED NNO WTLL SS TD A N FOOTINGS.AND NONMOREETHANLL 7% FOOTBE INGS DESIGN SER /ICE o ' 1 it ARE TO BEAR ON UNDISTURBED NATIVE SOIL AND SHALL EXTEND 2" - r--- 1 / V BELOW FROSTLINE MEASURED FROM FINISH GRADE. BUILDER TO f _ Designer: / VERIFY FROST DEPTH WITH LOCAL BUILDING DEPTARTMENT AND g !/ I//!!!/!!/I!/!!I/!/ ,,�,_ „'///,�''I! !!/!a''" ADJUST STEM WALL HEIGHT AS REQUIRED PRIOR TO CONSTRUCTION. _ �,. Ryan Zink - _.__ - 4 24"x48" CONC FTG W/ (3)#4 EA. WAY 2. DESIGN CRITERIA FOR CONCRETE STEM WALLS, FOOTINGS, SLABS AND / PIERS IS BASED UPON A SOIL BEARING CAPACITY OF 1,500 PSF. ;,, 3111 Cottonwood Ct M_ _ _ _. _ �ap TO BOTTOM OF FNDN WALL / / 3. PROVIDE MINIMUM OF 6 MIL. BLACK POLYTHYLENE GROUND COVER I OVER ENTIRE CRAWL SPACE. LAP ALL JOINTS A MINIMUM OF 12" AND .7 West Linn, OR 97068 EXTEND A MINIMUM OF 12" UP STEM WALLS. 13" / C: 503/701-8213 s; 1,3" y @ rnkde services co 4. PROVIDE " DIA. STEEL ANCHOR BOLTS EMBEDDED AT LEAST 7" INTOL Ran Z" sign n CONCRETE. SPACE BOLTS A MAXIMUM OF 6'-0" 0/C WITH A MINIMUM / , OF TWO BOLTS PER PIECE OF MUD SILL AND BOLT WITHIN 12" OF Client: .;:g EACH PLATE END. ' Tigard Taphouse E 5. STEM WALLS ARE TO BE 6" THICK AND WITH A 12" X 6" FOOTING FOR ONE STORY AREAS 5TAr 6. FOUNDATION RE-BAR TO BE (2)#4 BARS HORIZONTAL IN STEM WALL `II! RAG R` / AND (2)#4 BARS CONTINUOUS IN FOOTINGS. ,�;�� NUN-h EAI LID ,/ `< 7. SLOPE FINISH GRADE AWAY FROM FOUNDATION WALLS A MINIMUM OF 52.i 5 {t,.642 occ I/ 6" " 9 IN THE FIRST 10 -0 . 1- 1) 1 A "- ( -^ 1 "e. „ 8. DRAINS ARE TO BE PROVIDED AROUND ALL CONCRETE FOUNDATIONS - .-1 � ._J �` r i ,_...•. 50� ENCLOSING HABITABLE OR USABLE SPACES LOCATED BELOW GRADE. C -__ "" / DRAINS ARE TO BE INSTALLED TO COMPLY WITH n ID SCALE: 1 = 1 -0 1 1,0 Ka cv-- -- - - /° 24"x63" CONC FTG W/(3)#4 EA. WAY 9230 SW Burnham St `VTO BOTTOM OF FNDN WALL Tigard, OR 97223 7 ///////!//!/!/!!/!! I -"..- **. _ j %'' Oss f x 2_ 2'4' srr; IN0 ,__,, „_„_„„,'' Oili CKAWL5PACL. ✓ WALE A V I \ G \ OTES II NON-I-IE.A-1 LD j -. -------. 1. ALL EXTERIOR WALLS ARE TO BE FRAMED WITH 2X6 STUDS, NO. 2 & KA / BTR. OR STUD GRADE D/F. K.D. LUMBER IS RECOMMENDED BUT NOT " n :::::: �,''"�1�....__ C REQUIRED. 4 24"x48" CONC FTG W/(3)#}EA. WAY � 6-4 , 7-8 ;..,i 0 2. ALL INTERIOR PARTITIONS, UNLESS NOTED OTHERWISE, ARE TO BE 2X4 TO BOTTOM OF FNDN WALL i NO. 2 & BTR. OR STUD GRADE D/F SPACED 16" O.C. PROVIDE A .••• ; .}--(,--:: ;. i „ J(: MINIMUMACCESSTO ATTICSPACES OF 22" X 30" AND LOCATE AS C • �}�" .. ®,--.- - £ m SHOWN ON PLANS OR AS IS APPROPRIATE. _____ ._.._....._....._.._..__.._ --- 2 8 (' 3 3. ALL MECHANII-.AL VENTILATING EQUIPMENT IS TO BE VENTED TO 16'-0" € j OUTSIDE AIR. "� 4. ALL FIREPLACES, WOOD STOVES AND FLUE PIPES ARE TO BE zI INSTALLED AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS AND % /!27//.`7 /2 !!!!//!!///-!//!!//// 00 LOCAL CODE RESTRICTIONS. ii - 5. STAIRWAY HANDRAILS SHALL BEA MINIMUM OF 30 ANDA MAXIMUM o _ '-1 o i OF 34" ABOVE NOSING OF STAIR TREADS. (IF APPLICABLE) 4'-O" / 8-0 _ -Cr)� _/ £.43 iW . X 6. UNLESS NOTED OTHERWISE ON CROSS SECTIONS, THE STANDARD WALL �`*, .. ---x ''• € a i T HEIGHT IS TO BE 9'-0". _ a (" � iN % 7. STANDARD DOOR HEADER FOR ALL INTERIOR DOOR OPENINGS UNLESS "' £4` K1 J L N i q NOTED OTHERWISE IS TO BE 4X6 D/F. o i 1 3s 59Ft,.69 occ X 8. MINIMUM SIZE DOOR & WINDOW HEADER FOR EXTERIOR OPENINGS IS � x i m bAK ARIA N TO BE 4X8 D/F. OR AS NOTED. 12 X 18 CONC FTG C' 172.6 59ft, 1 1.g 1 occ 9. IN WALLS THAT ARE IN EXCESS OF 10' FROM FLOOR, PROVIDE L.- n W/ (1)#4 EA. WAY(TYP) ;� �, FIRESTOPPING AS PER SECTION 602.7 r.") 9'-10 1/4 x : A55LMI5LY,LINCON. 10. ALL EXTERIOR OPENINGS OVER 40" IN WIDTH ARE TO HAVE A MINIMUM 00 OF (1)2X6 TRIMMER AND (2)2X6 FULL HEIGHT STUDES EACH SIDE • `-) 2'-l0" UNLESS SPECIFIED OTHERWISE. COI o ZO 1, (N)COVI Kr D AK A _ 11. ALL EXTERIOR WALLS ARE TO BE CAULKED WITH APPROVED CAULKING 1• - OR SILL SEALANT PRIOR TO SETTING WALLS M N ox NON-HEATED z ::. i o ::...::.. ^' „ 395-85Q�T,26.4oc� c x 12. WALL SHEATHING FOR ALL EXTERIOR WALLS IS TO BE APA _ APPROVED SHEATHING. ______4 iV N n r n i z9 "TYPAR" 4'-0" 9'-0" / 9-0 N 13. APPLY OR EQUAL BUILDING WRAP OVER PLYWOOD SHEATHING. , 10" ,' INSTALL AS PER MANUFACTURERS PRINTED INSTRUCTIONS WITH PERMIT SET 09/15/1 • PARTICULAR CARE TO LAPPING AT CORNERS AND WINDOWS .1\ =4- 5'-5" i 14. PROVIDE EXHAUST FANS IN ALL ROOMS CONTAINING BATHING FOUNDATION & FLOOR PLAN _ ^ FACILITIES W/ 80 CFM INTERMITTENT OR 20 CFM CONTINUOUS FAN - 1/4" = 1' O CONTROLLED WITH A DEHUMIDISTAT OR TIMER. - zii, i - tO . i - ti, II ih I 48"X4 `CR 5AARr A - 8N _EC AV \ G \ CTES 267.859t, 17.8occ 1. DECK BEAMS TO BE 4X10 PT, FRONT TO BACK ORIENTATION I I 2. ATTACH DECK BEAMS TO (N)PATIO W/ SIMPSON HUC410 3. DECK JOISTS ARE TO BE 2X10 PT ATTACHED W/ SIMPSON LUS28i - 1 - - 4. DECK POSTS ARE TO BE 4X4 PT '""_•I1 ,• 5. ATTACH POSTS TO FOOTINGS W/ SIMPSON ABU44 & DECK BEAMS W/ ;,_� _, _..., ,_,.,...,._.. ............ _.....,.__ SIMPSON BC4 I1I / i ;: 1 _i I FNDN & FLR TR t 54"X60"CLR 1 2'-9"x 4'-0" 2'-9"x 4'-0" FLOOR PLAN o I I ; I 8'-1" ' 1 I i z 1 w h. ,I' 10'0" 22'-1" - _......::::.....:•••..::.:.:::::::............................. / 1 5-3 1/2" _ . -_--- A 1. _______ _____ ----` "" _ SHEET I , 0 00 00 00 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 00 O 0 0 0 0 00 . 00 0 0 0 0 0 00 0 O 0 0 0 0 0 0 0 0 0 00 O 0 0 0 0 000 0 0 0 O O O O O O O O O • • • rr O O O O O O O O O O O 0 0 0 O O 0 0 O 00 '~� • //."1/ ii. iia. iii-,: f ROOF FAV I \ G NOTES 1. ROOF STRUCTURE IS TO BE 2X12 DF #2 @ 24" OC /. h °j 2. STANDARD ROOF PITCH, UNLESS SPECIFIED OTHERWISE IS DESIGN SERVICE 1 TO BE N2:12. - I 3. INSULATION BAFFLES ARE REQUIRED AT ALL EAVE VENTS -- — Sf , !£ j AND SHALL EXTEND ABOVE THE SURFACE OF THE BLOWN Z FLASHING Designer: INSULATION. .: ,uin,..v:.:a:moocx.»........,. ,,r,.,.n.,,..:,....:.n,,,:.�,�,,,...,:,:,,sn.:,..u..,....:,»»,,,»� mss:iiiiiii}3i%vi%iii',':-.£:v/,/.::;/r5.'✓' 4. ROOF SHEATHING, UNLESS SPECIFIED OTHERWISE TO BE MIN. 1/2 CDX 24/0 EXTERIOR GLUE PLYWOOD. ALL 2X PT LEDGER Ryan Zink �' I PLYWOOD JOINTS TO BE STAGGERED A MINIMUM OF 24". ____.._._.._. .___ ___.___� __.__.—_ 3111 Cottonwood Ct 1I 4;5. @6" 12 min 1 NAIL W/ 1OD COMMONS OC EDGES AND 12" OC R.t..t.:.. (2)LEDGER LOK SCREWS West Linn, OR 97068 FIELD, TYPICAL. i 12 min 305 ® 16 OC C: 503/701-8213 5. CUTTING, NOTCHING OR BORING HOLES IN RAFTERS _w. , %1 SHALL COMPLY W/ CODE. 305 € SIMPSON LU28 Ryan@Zinkdesignservices.con t # 6. ALL ROOFING MATERIALS TO BE INSTALLED IN STRICT 0 CONFORMANCE TO MANUFACTURERS INSTRUCTIONS FOR »-"tea Client: APPLICATION. 7. KING POSTS (KP) ARE TO BE A MINIMUM OF (3) 2X6'S 12 Tigard Taphouse AND EXTEND FROM WALL OR BEARING POST UP TO ROOF MAX. I MEMBER. ALL BEAMS AND GIRDER TRUSSES ARE TO BE € t I` SUPPORTED BY A MIN. (3)2X OR (1)4X TO FOUNDATION ! t ..7 E "\ E ,, (UNLESS NOTED OTHERWISE) � • INSTALL HOLD DOWNS AND STRAPPING PER 8. � DSCALE: 1" = 1'-0" W"" MANUFACTURERS INSTRUCTIONS. 0,1 9:f PROVIDE SIMPSON H1 CLIP AT EVERY TRUSS/RAFTER, TYPICAL - 4 10. REFER TO DETAILS FOR TYPICAL CONNECTIONS. Figure 505. 1 0. 1 °'' J ' - ` 9230 SW Burnham St N .% �i Tigard, OR 97223 N :........ .._........ a 5 I NO MORE THAN 4" BETWEEN 3 BALUSTERS BALUSTERS TO RUN TO DECK r-77777:=7,7/.. SURFACEI i I 1 .1 4r /, �/ GUARDRAIL POSTS TO r BE EVERY 4 MAX /s, I VI 3 .. ... ..„. ..„,. mg. .,., , ,,,,,. .,,,,,,,. Amssixtgamozalmassemnotsm YAM, 4.3909.00.1.14.44...104 7, E ::;,-;:i ,/‘ N 1 .�_ i. 0. !0 .. n ...44..._ 1 • 1 I '' Is I I � � ` zi I " I i j _..... _ oq I. liti M si ' ` 1 0 2'-8"x 4'-0" T-8"x 4'-0" 1 SIMPSON DT T2Z /8" DIAMETER GALVANIZED 411 BOLTS IA �� .< :..,...,,:.:; 2" min. 42" rein, / jS 18C ° TUR \ - ;.....,, N , f s . - — �; 2 . ROOF STRUCTURE OFFICF OFF1CF • scALE: 1" = 1'-0" 1/4" = 1' 88.2 soft,.882 occ 88.2 soft,.882 occ i \ N. I[V i N� �i i / s 32" min.� N " i ,'- 2-61 21.6„ ' � N s O — ,<,,,,..\:„NN .11.1 PERMIT SET 07/28/1 (E .I i JZx ` fX 1N.r — . MAX s L_____-- L.,.... , 1...___-7 .::!: '... ______ r L , = r:: % rE::::: L jI I � � N. r- lial , i ' ,I,I,� I :I I6`\v wpm O r r1 C r 36" min. ``N,.._.._ `, ..., 1 70.4 scift, 1.704 occ �,11111 � i\ N., — VI \ IVUV WITH ( CLEAR ) FnR SI \ iLC WHEELCHAIR - ROOF STRUCTURI N N 2X12 PT STRINGER UPPER UPPER FLOOR l 11 / MAX UNSUPPORTED SPAN OF 7' `�� 9 ^ .: :.—.—_.._._....... m �_ 12" WIDE PREFAB SLAB PLAN _.. _ iQ}-- /. 2'-8"x 4'-0" 2'-8"x 4'-0" 1 4 f t` 3 ,, ,, , , UPSTAIRS AS BUILT SCALE: 1>, = 1 —0„ 1/4” = 1' — A2 SHEET 5',,p,07,',/////////%//ice%iiiaiiiiii/r/rri r 9a . /moi Top of Plate /7" t 5 £...,,.,._,• •. .;i s ,, ;;55£ f;i„�,, ,n„nom , f / % ' 555 t! • 10DESIGN SERVICE l 1 5 5 r 55 ' 3,• ................z£ , ..... ......:f 555 H f sj s / '`,. 555 £jI ��f 5 ° , i Designer: I v - ...._..__..._ : , .1� __ ..._ Ryan Zink —2 12 3111 Cottonwood Ct Top of Subfloor 7 West Linn, OR 97068 To of Plate ut Top of Plate p C: 503/701-8213 - _ M - - _ _ M. _ - Ryan@Zinkdesignservices.con 7 1 £, ;;...- of .__.........._.; __...._ _ .__._ Client: £ 5�="�:�.'C.._.,£ �: ................... 5 ; .. 'rill.. ; E�...ES f f '� ..............H....•..,,,� €i; £3 .............,......,,.,..,sl EE+1 :, s 3 Tigard Taphouse 51 4 £ 11 3 1• } [ ....... ....... r„----,7-1£ rt--- .. bo • 5 3 :£ W 5 i�' i '1i1iI"'ipLi n immin 1 oi £:.£, 1 - J"i l5 f 5 : % i li t! I1 #' l l t s` " + � j if `' £'isf LI. • r „ rTop of Sub. loor Pra ::::::: : : ....,�, �„ 5; ,.T po e , - __ milli • Nf 9230 SW Burnham St Top of Subfloor ' Tigard, OR 97223 0 1 lo Top of Sub:door NORTH ELEVATION EAST ELEVATION 1/4” = 1' 1/4" = 1' 7"/ 0pp. rir 1 T--- i a---- - , 11 �•l f _,,,,,'::: PERMIT SET 07/28/1 w g 5 0/................',.,5£ /.,,... , / £ .....N..".".. .................. ..................., } 5 S .': — f'4, 1 / £ III T 1.,::.:,........ , ,, _ r = .. .... ,.., : ELEVATIONS H t>e lig II, Q pill ---,--IL SOUTH ELEVATION 1/4" = 1' — . A3 . . SHEET r_ . , ,, , , . i : ::,:iir , J co ,_ ,:-_ , ......) : • 1,, , t" . 0 ,40,6i „,,:i , / Wet 7 S , i - \-r---.\- z ; 0 �� .„///ce ” 0 \ ./....0.0004443244, Z z � < LEGEND ' ! `<44'.. 1� (f-- 1''////r/,I EXISTING FOUNDATION WALL TO REMAIN(NO ADDITIONAL LOADING) `ii<>'''` ::.:Ix , `�g _ > SHEARr i/. h.. SE; WALL AND FASTENING PER SCHEDULE ON TABLE 1151.1 j 01 l(1 HD-;LXXX HOLD-DOWN BRACKET AND ANCHOR PER TABLE ralk. ' \_) 113'1.2 `:. 0 — 11, • FTAO-CSXXI FORCE TRANSFER STRAPPING AROUND r''-• c) -1 OPENING PER DETAIL 1/S1.3 FF-CSXX FLOOR-TO-FLOOR STRAP PER TABLE 5/51.1 DS-CSXX DRAG STRUT STRAP PER DETAIL 2151.3 TS-CSXX TENSION STRAP PER DETAIL 3/S1.3 MEM SHEAR;VALL NEW CONSTRUCTION EXISTING CONSTRUCTION(NO CHANGES) 'S0".) GENERAL NOTES ALL TOP PLATE SPLICES SHALL BE PER DETAIL 10/31.1 a:, / ///. I/.// • .97:407/////R7//�"Jl�// ./ ...1'//,!/r////'//// //// iv. REFER TO SHEET 31.0 FOR GENERAL CONSTRUCTION NOTES AND H \--j FID-HDU2J 1HD-HDU2 / FASTENING SCHEDULE W 3 / SPECIFICATIONS ON PLANS TAKE PRECEDENCE OVER GENERAL T.) X1.3. (91)3 / NOTES ON SHEET 31.0 NO CONNECTION REQUIRED BETWEEN NEW / * FLOOR.SHEATHING AND ROOF SHEATHING PER"WOOD AND EXISTING FOUNDATIONS(NEW / SHEATHING"NOTES ON SHEET S1.0,UNLESS NOTED OTHERWISE CONSTRUCTION DESIGNED AS A 3-SIDED / OPEN-FACED STRUCTURE WHICH DOES NOT / DEPEND ON ADJACENT EXISTING WALL)) 7 Ct r CO D rt Z cc / r ' \ / cna co to 3 MCN cn A .. ..._. _ 51.3 \ // / -1- / \ r H Ir— / `a-NO CHANGES TO THIS FOUNDATION WALL(' XISTING) / CO 0 / / / / / NO CONNECTION REQUIRED BETWEEN NEW / / AND EXISTING FOUNDATIONS(NEW-\\ / / CONSTRUCTION DESIGNED AS A 3-SIDED � / OPEN-FACED STRUCTURE WHICH DOES NOTi DEPEND ON ADJACENT EXISTING WALL) / / / / . / e.0. Rope' MIR Mr X31. / � ol . /— HD-HDU2 HD-HDU2 \ / r1 r� J / y 1- /i / s/ / "k4.,,,,,,,,,1444 31,‘0,f4Y SG . ///r////ter//////ice ///rr / r/// r//r/rr/r//r//i.//// //rrri//ire EXPIRES:8/30/20E1 AiMMINIMMEMI NEW CONSTRUCTION EXISTING CONSTRUCTION NO. DATE REVISION BY (NO CHANGES) -IN_ 0i FOUNDATION LATERAL PLAN �� SO.1 SCALE:Ya"=1. -_ DRAWING TITLE LATERAL ' ESIGN PLAN ENGINEER: DMH CHECKED BY: DM H JOB NO. 1498 DRAWN BY: DMH DATE: O9-09-16 SHEET NUMBER soul G 0 G C C 0 0 0 C O 0 0 0 C C O O O O O O O O O O 000 O O / • til .. vJ1 jO 000 G O 0 0 / ;: O I 0 0.0j `,- 111 �<— / f; iia `h' o LEGEND f: \\\ O >B SHEAR WALL AND FASTEN 1G PER SCHEDULE ON x TABLE 1151,€ oia; L�- Q-1 Z iii 1 HCI-XXXX HOLD-DOWN BRACKET AND ANCHOR PER TABLE %//%' \\\ NI NEW CONSTRUCTION --••••••••----•••••-•"------------� EXISTING CONSTRUCTION(NO CHANGES) 1;51 % 4/ Q--`t• FTAO-CSXX FORCE TRANSFER STRAPPING AROUND :::::.:....... :. 40.!,Z,„:./ .-wo:/"ter \J1 OPENING PER DETAIL 1JS1.3 _ lf1 \\\ '� %/jO U Pd . II [FF-CSXXI FLOOR-TO-FLOOR STRAP PER TABLE 5 S1.1 %,r, jel .. \ FTAO-CS22 \ r o c `I` _l 1L \ j:..n,,; 2'.." [DS-CSXXI DRAG STRUT STRAP PER DETAIL 2/S1.3 { 0 i 'c .. .%niiM%:# i # >> . .. . ,,,,,,,,,,,,,,,,�,,,_.,.,_.,,.. .. .,.:...,........�.,.,:. ,,.�,.,m is .._..... .... —. I t •, [TS TS-CSX TENSION STRAP PER DETAIL 3JS1.3 3 HD-HDU2 HD-HDU2 , 1._,_„__,_„_, f SHEARWALL S1.2 51,3 _� .,..., '--......., I I ::.! GENERAL NOTES ,z ALL TOP PLATE SPLICES SHALL BE PER DETAIL 10/S1.1 .77: * • REFER TO SHEET S1.0 FOR GENERAL CONSTRUCTION NOTES AND FASTENING SC iEDUl.F 11 • SPECIFICATIONS ON PLANS TAKE PRECEDENCE OVER GENERAL NOTES ON SHEET S1.0 III ii H ROOF SHEATHING PER"`WOOD • FLOOR SHEATHING AND ROOF SHEATHING PER"WOOD W iii SHEATHING.'NOTES ON SHEET S1.0 SHEATHING”NOTES ON SHEET S1.0.UNLESS NOTED OTHERWISE 0L € s sr� r 011 .ii...,,,„..„, • x .: OD 1- ?;, I E ,w. .!. y� ��l z iiiii 51.1 n.. ;; . r NO LATERAL CONNECTION BETWEEN-- . IFW AND EXISTING CONSTRUCTION r�s: 1 (NEW CONSTRUCTION DESIGNED AS 3-SIDED DIAPHRAGM). GRAVITY O CHANGES TO THIS WALL.(EXISTING) Z CO 0 STRUCTURE FOR NEW CONSTRUCTION €F 1( AT FACE OF EXISTING STRUCTURECD j ;,... U) co ct "' i€ SHALL BE DESIGNED BY OTHERS , S i 117 IIF Z .: AI ASA 3 ../ 0 ?,HD-HDU2 HD-HDU2 \ ; 11 I. '°°° i LO CO 0 rf C---SD :` I / , o P "^, NEW (.....6(t.s,,c.ce i i CONSTRUCTION EXISTING CONSTRUCTION 3 4:,. (NO CHANGES) : .31 • f 016 ( I `` MAIN FLOOR LATERAL PLAN `` t SCALE:Y': 1�_�.. NO. DATE REVISION BY I. .I._ -_ DRAWING TITLE LATE RAL DESIGN PLAN ENGINEER: Dim CHECKED BY: LCMH JOB NO. 1498 DRAWN BY: DMH DATE: 09-09-16 SHEET NUMBER SO . 2 2 I� i FSM fk r2RF414119PriARMT4 kldl...It6IR4 4 Mi lk - `,, ffi THE STRUCTURAL NOTES SUPPLEMENT THE PLANS Ah D SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, 0 SAWN LUMBER SHALL CONFORM TO WCLIB GRADING AND DRESSING RULES NO. 17, LATEST EDITION. SAWN LUMBER SHALL BE S4S AND NOTES,SITE CONDITIONS,AND ARCHITECTURAL PLAN 3 SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER WHO SHALL SURFACE DRIED, 19%MAX. MOISTURE CONTENT. PROTECT LUMBER FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT FRAMING TO MINIMIZE WOOD SHRINKAGE POTENTIAL. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR ROUGH FRAMING NAILING SCHEDULE(IN LIEU OF IBC TABLE 2304.9.1) I %/i THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS,ARCHITECTURAL TREATMENTS,AND DIMENSIONS MASONRY SHALL BE PRESERVATIVE TREATED U.N.O. PER PLAN. LUMBER SPECIES,GRAD,AND PROPERTIES FOR EACH USE/LOCATION ��/ : NOT SHOWN. SHALL BE AS FOLLOWS,U.N.O. PER PLAN/SCHEDULE : '//i j ° U O THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR CONNECTION FASTENING ' 4 4 .... C� STRUCTURAL COMPONENTS AS REQUIRED DURING EP ECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS USE/LOCATION SPECIES GRADE Pb(PSI) Fv(PSI) Fcp(PSI) Fc(PSI) E ARE PROPERLY SUPPORTED. WALL STUDS/BLOCKING JOIST TO SILL OR GIRDER (3)0.131"x 3"TOENAILS � ' (-- \-- 0 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COOIF:QINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 2x,3x,4"WIDE HEM-FIR STUD 675 150 405 800 1.2E6 /%%O/% 'e"�` ';i€ - `..) THE COORDINATION OF THE EXCAVATION,SHORING,AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE i UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT(80()332-2344 2x,3x,6"&WIDER HEM-FIR #2 850 150 405 1300 1,3E6 BRIDGING TO JOIST (3)0.131"x 3"TOENAILS EA.END SL - < WALL PLATES orz:/:xii:/.0z. �% $ $; _�OC�E F�E�UII�E(1EtT.�` � � �- �r L t� 1X6 OR LESS SUBFLOOR TO JST. 2 0.131"x2%2"FACE NAIL2x4,3x4 HEM-FIR STUD 674 1SCF 405 800 1.2E£i { ) z0 ALL DESIGN AND CONSTRUCTION SHALL CONFORM TC: THE 2014 OREGON RESIDENTIAL SPECIALTY CODE AND THE 2014 OREGO'�U ' ".: 011.ESTRUCTURAL SPECIALTY CODE, BOTH AS ADOPTED B': THE AUTHORITY HAVING JURISDICTION 2x6.3x6 HEM-FIR #2 850 150 405 1300 1.3E6 ;WIDER THAN 1x6 SUBFLOOR TO JST sDEIGLOADS {3)0.131"x 2Y"FACE NAIL � OJOISTS 2x,3x HEM-FIR #2 850 150 405 1300 1.3E6 2"SUBFLOOR TO JST./GIRDER (2)0.161"x 3% BLIND&FACE NAIL LIVE LOADS „ LL\ROOF(SNOW+RAIN-ON-SNOW SURCHARGE) 25 PSF FLOORS(SLEEPING) 30 PSF LEDGERS' <sFLOORS`NON-SLEEPING) 40 PSF 9 r 1° SOLE PLATE TO JST OR BLKG 0.131"x 3"AT 8"O.C.TYP. FACE NAIL �t 2x.3x D-F-L #2 80 180 625 .350 1.6EGWIND DESIGN DATA(BASED ON ASCE?-10 SIMPLIFIED METHO.):, 4x D-F-L #1 1000 180 625 1500 1,7E6 BASIC WIND SPEED: 120 MPH(3-SECOND GUST) WIND IMPORTANCE FACTOR: I=1.8 SOLE PLATE AT BRACED WALL PANEL (4)0.131"x 3"AT 16"O.C. FACE NAIL O BEAMS AND POSTS WIND EXPOSURE: B 4x D-F-L #2 900 180 625 1350 1.6E6 44.. ;- :::.oma... ADJUSTMENT FACTOR t� M 1.0 6x D-F-L #1 1200 170 625 1000 1.6E6y,",,,�'.; _� . >. TOP PLATE TO STUD (3)0.131"x 3"END NAIL �\ TOPOGRAPHICAL FACTOR Kzt= 1.0 • iIIIiiiiv EARTHQUAKE DESIGN DATA(BASED ON ASCE? 1p EQUIVALENT FORCE METHOD) _•/,/,,,,,, \.." , STRUCTURAL FINGER JOINTED LUMBER.EI SEISMIC IMPORTANCE FACTOR I= 1.0 FINGER JOINTED LUMBER SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH SAWN LUMBER MEMBERS OF THE STUD TO SOLE PLATE (4)0.131"x 3"TOENAIL - S. • STRUCTURAL SPECTRAL_RESPONSE ACCELERATIONS Ss=0.971 &�,3 =0.423 x ,0`' °"" �4` � a\\ SEISMIC SITE CLASS Di SAME SPECIES AND GRADE. STRUCTURAL FINGER JOINTED LUMBER SHALL.BE GRADED UNDER AMERICAN LUMBER STANDARD .z COMMITTEE"PRODUCT STANDARD PS 20-99". LUMBER CLASSIFIED AS STUD USE ONLY SHALL BE LIMITED TO VERTICAL APPLICATIONS /: U �\\ SEISMIC FORCE RESISTING SYSTEM BEARING WALL SYSTEM (OR)STUD TO SOLE PLATE(ALTERNATE) (3)0.131"x 3"END NAIL /`' ;< v \-- S� RESPONSE MODIFICATION FACTOR R-6.5 ONLY. LUMBER WITH CERTIFIED EXTERIOR JOINTS IS NOT RESTRICTED TO ANY TYPE OF LOADING. \a._ ' DESIGN BASE SHEAR Cs=0.111W FRAMING NOTES . DOUBLE STUDS 0.131"x 3"AT 8"O.C. FACE NAIL GEOTECHNICAL INFORMATION FRAMING CONNECTORS,ACCESSORIES,AD FASTENERS AS NOTED IN THE PLANS AND DETAILS SHALL BE AS MANUFACTURED BY O EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. ALL S!I`<1PSON STRONG-TIE. EQUIVALENT HARDWARE BY ANOTHER MANUFACTURER MAY BE USED. INSTALL ALL HARDWARE PER DOUBLE TOP PLATES 0.131"x 3"AT 8"O.C.TYP.FACE NAIL FOUNDATIONS ARE TO BE FOUNDED ON COMPETENT h IAT€VE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED MANUFACTURER'S SPECIFICATIONS. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TYPICAL NAILING NOT SHOWN PER PLAN, ' GEOTECHNICAL ENGINEER. DETAIL...OR SCHEDULE SHALL CONFORM TO TABLE ON)..EFT SIDE OF THIS SHEET. e NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE. DOUBLE TOP PLATE LAP SPLICE SEE DETAIL 10/S1.1 i CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: ALLOWABLE BEARING PRESSURE 1500 PSF 0 UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS,ANCHOR BOLTS AT SILL PLATES SHALL BE X"DIAMETER WITH 7" ACTIVE EARTH PRESSURE(YIELDING) 45 PSFIFT MINIMUM EMBEDMENT INTO CONCRETE AND SHALL BE SPACED NOT MORE THAN 4 FEET APART, THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"NOR LESS THAN 6"FROM EACH END OF THE PIECE. A 3"x3"x0.229" JOIST/RAFTER BLKG.TO PLATE (3)0.131"x 3"TOENAILS ACTIVE EARTH PRESSURE(AT-REST) 60 PSFIFT PASSIVE EARTH PRESSURE 100 PSF/FT PLATE WASHER SHALL BE PROVIDED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK PLATE WASHERS). A a%`:,,;'°x 13/4"DIAGONAL COEFFICIENT OF FRICTION 0.35 SLOTTED HOLE€N THE 3"x 3"PLATE WASHER IS ALLOWED WITH A STANDARD CUT riASHER. RIM JOIST TO TOP PLATE 0.131"x 3"AT 6"O.C.TOENAIL SOIL SITE CLASS D JOIST AND BEAM HANGERS -'""'"'"�-.""'-'•"•-•--•- �'•��"'•�"•�•�' SHOP DRAWING SUBMITTAL PROCESS JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE OR ANOTHER TOP PLATE LAP INTERSECTIONS (3)0.131"x 3"FACE NAIL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGI SEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP MANUFACTURER WHOSE JOIST HANGERS ARE ICC-APPROVED. JOIST AND BEAM HANGERS SHALL BE INSTALLED PER MANUFACTURER'S H DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS,NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A SPECIFICATIONS AND SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE PER PLANS OR DETAILS: DOUBLE 2x JOIST/HEADER 0.131"x 3"AT 12"FACE NAIL EA.EDGE LICENSED STATE OF OREGON ENGINEER COMPETENT IN STRUCTURAL DESIGN SHALL BE SUBMI I IED.ALONG WITH THE SHOP MEMBER SIZE HANGER DRAWINGS TO THE APPROPRIATE JURISDICTION FOR/:PPROVAL PRIOR TO FABRICATION SAWN LUMBER I..US SERIES TO MATCH LUMBER SIZE SHOP DRAWINGS ARE REQUIRED FOR THE PREFABRIATED WOOD TRUSSES 3,/2"-WIDE GLULAM BEAM HGUS410 CEILING JOISTS TO PLATE (5)0.131"x 3"TOENAILS " C • CALCULATIONS BEARING THE SEAL AND SIGNATURE OF A LICENSED STATE OF OREGON ENGINEER COMPETENT IN STRUCTURAL 5z"-WIDE GLULAM BEAM HGUS5.50/10 SIZE JOIST IUS SERIES TO MATCH I-JOISTDES€GN SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS FOR PREFABRICATED PLATED WOOD TRUSSES MANUFACTURED WOOD I- W1 f4„WIDE PSL OR LVL BEAM LBV SERIES TO MATCH DEPTH CONTINUOUS HEADER TO STUD (4)0.131"x 3"TOENAILS INSPECTIONS AND SPECIAL INSPECTIONS 3i"-WIDE PSL OR LVL BEAM GI}TV SERIES TO MATCH DEPTH • THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT 5Y4"-WIDE PSL OR LVL BEAM GLTV SERIES TO MATCH DEPTH CLG.JOIST LAP AT PARTITIONS (4)0.131"x 3"FACE NAIL O SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROL P R-3 OCCUPANCIES UNLESS OTHERWISE REQUIRED BY THE BUILDING SHRINKAGE OF WOODFRAMING CO Ct e I 0 OFFICIAL CLG JST TO PARALLEL RAFTER (4)0.131"x 3"FACE NAIL SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO COMPRESSION OF ASSEMBLIES OF WOOD SITE CONSTRUCTION COMPONENTS. PLUMBING, ELECTRICAL,AND MECHANICAL. SYSTEMS AS WELL.AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUII..T TO ACCOMMODATE)4'PER FLOOR OF WOOD TOENAIL SHRINKAGE. THE USE OF KILN-DRIED LUMBER AND PROVIL:I',;,�A DRYING PROCESS'TO THE .,...,® 0 ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITL THE GEOTECHNICAL ENGINEERING?RECOMMENDATIONS AS NOTED IN THE RAFRTER TO PLATE 3 FRAMING MEMBERS PRIOR.TO APPLICATION OF FINISHES WILL.HELP CONTROL.BUT WILL. NOT ELIMINATE SHRINKAGE ( )0.131"x 3"' - GEOTECHNICAL ENGINEERING REPORT AND IN SUBSE OUENT DIRECTIVES WOOD SHEATHING 1x BRACE TO EACH STUD&PLATE (2)0.131"x 3°`FACE NAIL EXCAVATION TIO SUPPORT AN PROTECTION TIONco • STRUCTURAL.WOODSHEATHING PANELS SHALL.HAVE APA-GRADE TRADEMARK OFF THE AMERICAN PLYWOOD ASSOCIATION. WOOD 04 • EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE MATERIAL PER THE GEOTECHNICAL SHEATHING PANELS SHALL BE C-D INT APA WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD(OSB)PANELS SHALL BE EXPOSURECD ENGINEERING RECOMMENDATIONS. OVER-EXCAVATE)AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER 1x8 OR LESS SHTG.TO EACH BRG. (2)0.131"x 3"FACE NAILZ . . GI OTECHN€CAL RECOMMENDATIONS AT THE CONTRA;YOB'S EXPENSE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS,SPAN RATING,AND FASTENING UNLESS NOTED OTHERWISE PER PLAN: EDGE NAILS FIELD NAILS N e EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOTE:BE GREATER THAN THE LIMITS SPECIFIED BY LOCAL,STATE,AND NATIONAL O ROOF:7,46"40120 C-D APA CDX T&G 8d i 6"O.C. 8d© 12"O.C. WIDER THAN 1x8 SHTG.TO BRG. (3)0.131"x 3"FACE NAIL SAFETY REGULATIONS I FLOOR: %;"APA-RATED STURD-I-FLOOR OSB 40/20 T&G 10d• 6"O.C. 10d @ 12"O.C. O INSTALLATION OF CONSTRUCTION SHORING, IF REAM QED,SHALL BE PER THE SHORING DRAWINGS, NOTES,AND SPECIFICATIONS `' Imo""" SHEARWALL. ,,,' C-D WITH EXTERIOR GLUE SEE SCHEDULE BUILT UP CORNER STUDS (3)0.131"x 3"AT 16"O.C. FACE NAIL BACKFILL ANDCOMPACTION TION • Al....ROOF AND FLOOR SHEATHING PANELS SHALL.BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE PER PLAN. BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BE LU 0 0 • BACKFILL SHALL NOT BE PLACED UNTIL THE REMOVAL OF FORMWORK AND OF ANY DEBRIS. BACKFILL BEHIND ALL WALLS SHALL REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL EDGES WITH 2x OR 3x FRAMING NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED. ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE PER SHEARWALL SCHEDULE BUILT-UP GIRDERS AND BEAMS 0.131"x 3"AT 12"EA. EDGE STAGGERED CONSISTENT WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS CONCRETE METAL PLATE CONNECTED WOOD TRUSSES 1. IF INFORMATION LISTED ON PLAN SHEETS CONTRADICTS INFORMATION IN THIS TABLE, .�. ..__......__.._ PRE-MANUFACTURED PLATED WOOD TRUSSES SHALL BE MANUFACTURER-DESIGNED AND SHALL COMPLY WITH THE TRUSS PLATE INFORMATION ON PLANS TAKES PRECEDENCE OVER INFORMATION LISTED IN THIS TABLE * CONCRETE CONSTRUCTION SHALL CONFORM TO THE '\CU 318-11 STANDARD INSTITUTE(ANSI/TPI 1-2007,NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION)AND IBC • CEMENT AND CONCRETE SHALL CONFORM TO IBC SEC TION 1903. ADMIXTURES SHALL BE APPROVED BY THE ENGINEER OF SECTION 2303.4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PER THE REQUIREMENTS OF THE PREVIOUSLY RECORD AND SHALL COMPLY WITH ACI 318.11 SECTIO)U 3,6. CONCRE'T'E EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR MENTIONED"SHOP DRAWING SUBMITTAL PROCESS", DESIGN FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS, PREVIOUSLY ENTRAINING ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER SOLUBLE CHLORIDE ION SHALL NOT BE USED. MENTIONED LOADS,AND THE FOLLOWING: :I.:. o RN0 CONCRETE M€X DESIGNS SHALL MEET THE FOLLOWING,REQUIREMENTS: TOP CHORD LIVE LOAD: 25 PSF ,,® :161:711* 46: 28-DAY MAX.W/C MAX.SLUMP AIR ENTF. SPECIAL INSP. LOCATION/ TOP CHORD DEAD LOAD: 10 PSF SCC'! STRENGTH(PSI) RATIO (INCHES) (PERCEN") REQUIRED? APPLICATION TOP CHORD DRAG LOAD: SEE PLAN 2500 0.45 4+/-1 0+/-1 NO FOOTINGS TOP CHORD NET WIND UPLIFT: 7 PSF(NET) 3000 0.45 4+/-1 5+/-1 NO FOUNDATION&STEM WALLS BO I I OM CHORD DEAD LOAD: 5 PSF 3008 0.45 4 4•/-1 5+/ 1 NO EXT SLAB ON GRADE,DRIVEWAY, HVAC: SEE MECHANICAL CURBS,WALKWAYS,PATIOS, LIVE LOAD DEFLECTION: L/360 PORCHES. STEPS EXPOSED TOS '31° WEATHER,GARAGE FLOORS ,: STRUCTURAL GLUEDLAMINATEDTIMBER � �_� 2500 0.58 5+/ 1 0+/-1 NO ALL OTHER CONCRETE * GLUE-LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (ALTO IDENTIFICATION MARK. EXPOSED #.. _ 3 e RESHORING,WHERE REQUIRED,SHALL..CONFORM TO kCI 301 SECTION 4.6. SUBMIT PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. MEMBERS SHA€..L. RECEIVE ONE COAT OF END SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. DESIGN � � ;. ..-._.. -w-a • MATERIAL PROPERTIES SHALL BE AS FOLLOWS: O CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR INCH IF NOT SPECIFIED BY THE ARCHITECT COMBINATION SYMBOL SPECIES CAMBER REINFORCING STEEL 24F-V4 DF/DF STANDARD UNEXPOSED GLUE-LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE, UNLESS NOTED OTHERWISE. EXPOSED GLUE-LAMINATED TIMBER • REINFORCING STEEL DETAILING, FABRICATION,AND PLACEMENT SHALL BE PER ACI 318-11. SHALL BE APPEARANCE CLASS PER ARCHITECT. * #3 AND#4 BARS SHALL BE ASTM A615 DEFORMED BAR 3,MINIMUM GRADE 40 • #5 BARS AND LARGER SHALL BE ASTM A615 DEFORME)BARS, MINIMUM GRADE 60 MANUFACTURED WOOD BEAMS • REINFORCING FOR SLABS ON GRADE SHALL BE 6x6 W .4xW1.4 W.W.F., UNLESS NOTED OTHERWISE. - --- - NO. DATE REVISION BY • ALL 3 BARS SHALL HAVE CLASS B SPLICES A hti11NIML1 21''IN LENGTH • MANUFACTURED/ENGINEEREDWOOD BEAMS SHALL.BE THE'SIZE AND TYPE SHOWN ON THE DRAWINGS AS MANUFACTURED BY « ALL#4 BARS SHALL HAVE CLASS B SPLICES A MINIMI) 28"IN LENGTH WEYERHAEUSER OR APPROVED EQUAL. STORAGE,ERECTION,AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. -_ • REINFORCING STEEL COVER SHALL BE AS FOLLOWS: MICROLAM AND I-�ARALL•AM MEMBERS SHALL NOT HAVE NOTCHES CHES OR DRILLED HOLES WITHOUT PRIOR ENGINEER OF RECORD -_ - CAST AGAINST EARTH: 3" APPROVAL. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: MEMBER E(PSI) Fb(PSI) Fc(PSI) Ft/(PSI) -_ FORMED SURFACE EXPOSED TO EARTH OR WEATHER: 1X" €..VI..(MICROLAM) 1.9 E6 2.600 750 285 -_ CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 1" PSL(PARALLAM) 2.0 E6 2900 650 290 TREATED T OOD LSL(13/4"TIMBERSTRAND) 1.55 E6 2250 750 400 -ill _ TREATED WOOD SHALL BE REQUIRED FOR: BEARING WALL STUD SCHEDULE DRAWING TITLE • ALL WOOD THAT FORMS THE STRUCTURAL SUPPORT OF THE BUILDING,BALCONIES,PORCHES,OR SIMILAR PERMANENT BUILDING WALL TYPE t;)CATION PLATE SIZE STUD. APPURTENANCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF,EAVE,OVERHANG,OR -- - _.......m._ SIZE AND SPACING STRUCTURALEXTERIOR TYPICAL, U.N.O. PER PLAN 2x6 2x6's( 16"O.C. OTHER COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS • ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR MASONRY FOUNDATION WALL LESS THAN CRAWL SPACE TYPICAL 2x4(e) 2x4's @ 16"O.C. EIGHT INCHES FROM EXPOSED EARTH. INTERIORTYPICAL, U.N.O.PEB FLAN 2x4 2x4's @16"O.C, NOTES • POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A CONCRETE SLAB OR FOOTING THAT IS IN BEARING NOTES: DIRECT CONTACT WITH THE EARTH, EXCEPT: a. SEE SHEARWALL SCHEDULE FOR WALL..SHEATHING, BL. CKING,AND PLATE NAILING B. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL ONE INCH ABOVE THE SLAB AND SEPARATED BY AN b. SEE SAWN LUMBER STRUCTURAL NOTES ON THIS SHEET FOR SPECIES AND GRADE OF WALL PLATES AND STUDS ENGINEER: Dim CHECKED BY: Dim IMPERVIOUS MOISTURE BARRIER c. SECURE SILL PLATES TO CONCRETE WITH ANCHOR BOLTS AS PREVIOUSLY DESCRIBED ON THIS SHEET. REFER TO SHEARWALL JOB NO. 1498 DRAWN BY: DNAI-I b. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVAT;D AREA WITHIN THE BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE SCHEDULE FOR ADDITIONAL INFORMATION PIER OR PEDESTAL MORE THAN 8 INCHES FROM EXPO SED GROUND AND SEPARA"T"ED BY AN IMPERVIOUS MOISTURE BARRIER d. EXTERIOR WALLS AT VAULTED AREAS SHALL BE BALLOON-FRAMED DATE: 09-09-16 c. SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRAD THAT DOES NOT HAVE AN IMPERVIOUS MOISTURE BARRIER SEPARATION • FOUNDATION CRIPPLE WAI..l_S SHALL BE FRAMED OF STUDS OF SAME SIZE AS STUDS ABOVE. WHERE HEIGHT OF STUD EXCEEDS 4 FEET, SHEET NUMBER WITH I EXPOSED EARTH CONTACT ENGINEER FOR PROPER STUD SIZE AND SPACING, PROVIDE SHEATHING,NAILING,AND MULSILL ANCHORAGE AS SPECIFIED d. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE NTERIOR OF EXTERIOR CONCRETE OR MASONRY WALLS BELOW GRADE FOR WALL ABOVE. ` 0 PRESERVATIVE TREATMENT SHALL BE PER AWPA SPE ;IF€CATION C2 AND C9,OR APPLICABLE STANDARDS O ALL FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE CORROSION RESISTANCE 0-185 HOT"-DIPPED GALVANIZED PER S 1 s1 . o 0 ASTM A153,OR STAINLESS STEEL I 0 00 00 00 0 0 0 0 00 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 00 00 0 0 0 0 0 0 000 0 0 00 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 0- 0 0 0 0 0 00 ' O 0 O O 00 _.._ -__ SHEARWALL PER SCHEDULE, 1/S1.1 SHEARWALL PER SCHEDULE, 1/S1.1 © ° o °o °" SHEARWALL SCHEDULE 16d COMMON NAILS © 8" O.C. 16d COMMON NAILS SPACED PER ° ° a �° SHEARWALL SCHEDULE (1/51.1) 0 ° n 0 i ._, j1 � �,- 111 ::::- FACES FACES QF vVALL BOTTOM PLATE MAX./ Cit ° 000 Or .1 • E FRAMING AT NAILING ;0 131, A 5 SPACING CORRESPONDING i ANCI OR BOL z1ILL PLATE AT SESMIC WIND PANEL EDGE NAILING PANEL EDGE NAILING -_' LABEL TO BE SHEATHED EDGE NAILING FIELD NAILING Pi,NEL EDGES ,,,, CONNECTION DETAIL ; FOUNDATION CAPACITY CAPACITY' (a, b) � ) (e) SPACING FLOOR SHEATHING FLOOR SHEATHING % opic ;< = O v S QEN 1 Fi" Q.C. 12"Q.C. 2x 8" C.C. N/A 2151.1 ' (}" Q.G. 2x N/A NIA ► " \ > ! ri ' I I i CONTINUOUS RIM 56 I 1 6" G.C. 12'U.C. 2x 7" J.C. 1 -10"Q.C.. 3,51,1 4-`_0" J.C. 2x 260#rFT 365#IF I- r t���A • Q� t :- ` r CONTINUOUS RIM 1:.;'.:, j x r 3 c _ (2)2x OR 3x 38{#rFT 33t_i#rFT ����� ' \____ 1 S4 1 4"O.G. 12"O.C. t>}2x OR 3,. 3" O.G. 1' 4"f3,{3. ,1. 1.1 6"O,C. 11 8d TOENAILS a© 4 O.C. , __ < �= S3 1 3" U,C. 12"Q.C. (l_)2x OR 3x 4" G.C. 1'-8"Q.C. 3/S1.1 2'-9"Q.C. (2)2x OR 3x 490#1FT 685#/FT �!'�'� SIMPSON A35 (OR EQUIVALENT) FASTENS[ b � � 1y� WITH (12) 8d x 1Y2" NAILS, SPACED PER 0 wo - S2 1 2" Q.C. 12"Q.C. (?)2x OR 3x 3"O,C, 9" C .C. 31.91.1 2`-0" 0,C, (2) 2x OR 3x 640#'I T 895#r'I= I" PANEL EDGE NAILING SHEARWALL SCHEDULE (1/S1.1) / , PANEL EDGE NAILING (? OR 3x (2) ROWS, 5" 8"Q.G. 4151.1 1' 9" O.C. (2)2x OR 3x 760#/FT 1065 1FT Hu,�// 54-2 � 2 4"Q.C. 12"G.C. 2x >// G� � Q.G. � SHEARWALL PER SCHEDULE, 1 .1 %' � � '4.-)_- , l SHEARWALL PER SCHEDULE, 1151.1 �: \\\ `� v\. S3-2 2 3" O,C. 12"Q.C. (?}2x OR 3x 1'-C3" G.C, (0 4,51.1 l'-4"G,C, (2)2x OR 3x 980#IFT 1370 `IFT JC y cs ia,��i�.�ii 0 NOTE: WHERE JOISTS ARE FRAMED PARALLEL NOTE: WHERE JOISTS ARE FRAMED PARALLEL '``:.>:I.:� <II»<:. -' ? x (2}RrcS, 3" 8"Q.C. f 4151.1 1°-0" Q.C, (2) 2x.OR 3x 12801/IFT 1796#/FT _ v 52.2 2 2"Q,C. 12"Q.G. c-}�x OR 3 � � ( � TO SHEAR WALLS ADD FULL HEIGHT TO SHEAR WALLS ADD FULL-HEIGHT �%%: v BLOCKING IN FIRST BAY AT 48" O.C. BLOCKING IN FIRST BAY AT 48" '"O.C. `< . NO1CS: ,_ .0 0 a. STUDS SHALL BE SPACED AT A MAXIMUM OF 16"Q.C. b. PANELS MAY BE INSTALLED WITH THE LONG DIMENSION HORIZONTALLY OR VERTICALLY, ALL PANEL EDGES TERMINATING AT A LOCATION OTHER THAN MIN, 2x FRAMING SHALL BE BLOCKED dI, EDGE AE TWND FIELDNNELS MEET AT ONE FRAMING MEMBER WITH AILING SHALL BE 8COMMON NAILS (0.131"xA2 IL SPACING OF 4"OR LESS, NAILING AT ADJOINING PANEL EDGES SHALL BE STAGGERED \S H EARWAL.L. CONNECTION if .\\l SH EA WALL CONNECTION e. FLOOR DIAPHRAGM NAILING IS IN ADDITION TO BOTTOM PLATE NAILING. f. IN ADDITION TO SIMPSON A35 AT THIS SPACING, INSTALL SIMPSOt LTP4's (OR EQUIVALENT)GIsJ OPPOSITE FACE OF RIM AT SAME SPACING. STAGGERED FROM LOCATION OF A35`s \\ 1_,::11 ETA L (S-GEN) \�S}, �//DETAIL (S6, S4, S3, S SCALE: 1l;". 1-0" '--__ SCALE: 1f" = 1,_0„ / 1 'SHEARWALL. SCHEDULE *yw+ .plSCALE:' NIA t... OT0 O ° SHEARWALL PER SCHEDULE:, 1/S1.1 1 ° FLOOR-TO-FLOOR STRAP SCHEDULE E0SIMPSON CS STRAP (OR ° ° SIMPSON CMST(C) STRAP (2) ROWS OF 16d COMMON NAILS SPACED END LENGTH AND EQUIVALENT FROM END LENGTH AND ° ° (OR EQUIVALENT FROMH PER SHEARWALL SCHEDULE (1/S1.1) ° ANOTHER MANUFACTURER), ° ANOTHER MANUFACTURER), SIMPSON END LENGTH SIZE AND NO. OF NAILS REQ D NAILS, PERREQ D NAILS, PER ° LABEL STRAP (b) REQUIRED (a) IN EACH END LENGTH TABLE (5/51.1) PER PLAN TABLE (5/51.1) ° e PER PLAN _i Of PANEL EDGE NAILING I FLOOR SHEATHING ° ° Cn CO FF-CS22 CS22 0'-6" (6) 8d OR (5) 10d NO NAILS REQUIRED e ° NO NAILS REQUIRED LLI CONTINUOUS RIM ° OUTSIDE OF END LENGTHS 0 ° OUTSIDE OF END LENGTHS , Al FF-CS20 CS20 0'-9" (7) 8d OR (6) 10d ° BLOCKING BETWEEN E�.CH JOIST, _ _ z FASTENED TO RIM WITH 10d FF-0518 CS18 0'-11" (9) 8d OR (8) 10d COMMON NAILS a@ 3" 0.0. TOP AND BOTTOM (2" CLEARANCE) FF-CS16 CS16 1'-1" (11) 8d OR (10) 10d CD0 ` SIMPSON LTP4 (OR EQI.�iVALENT) - WHEN - CD 0) C■fJ I.,, APPLICABLE - FASTENED WITH (12) 8d x 2%" NAILS, FF-CS14 CS14 11-4" (15) 8d OR (13) 10d . . w cy9 cl 41 SPACED PER SHEARWALL SCHEDULE (1/S1.1) FF-CM5TC16 CMSTCI6 1' 8" (25) 16d SINKER - - - _._o�__.. _.._.__._.___ ._-_ _��___._ 0 .--__.___-___-. E cY Il .�� SIMPSON A35 (OR EQUIVALENT) FASTENED ° ORI Ili 2 WITH (12) 8d x 1%2" NAIL; , SPACED PERFF-CNiST14 CMST14 2'-6" (33) 10d OR (28) 16d ° ° -- """ SHEARWALL SCHEDULE (1/S1.1) W gi END LENGTH AND END LENGTH AND ° Z HPANEL EDGE NAILINGREQ'D NAILS, PER ° REQ'D NAILS, PER O ° W CO FF-CMST12 CMST12 3'-3" (43) 10d OR (37) 16d TABLE (5/S1.1) TABLE (5/S1.1) ° ° 0 SHEARWALL PER SCHEDULE, 1/51.1 I O I O 0 ° e 0 NOTE: WHERE JOISTS ARE FRAMED PARALLEL a. NAILS: 16d=0.162"x3%2"; 16d SINKER=0.148"x3%4"; 10d=0.148"x3"; ° ° 0 TO SHEAR WALLS, ADD FULL-HEIGHT 8d=0.131"x2Y2" BLOCKING IN FIRST BAY AT 48" O.C. b. EQUIVALENT STRAP FROM ANOTHER MANUFACTURER MAY BE SUBSTITUTED ./.7----;-'iii_PRO -,x /Cyr _eC�1k-e1. l,P>��� --~\ ,,.-_...... .. 1 �- , fir ,�_.... \ SIMPSO CMST C FL�+C R-TO-FLOOR STRAP �` Jt 21„ � SFIEARVAIL CONNECTION FLRTFLI _�TRAP V_.__ � !� ,�� FLOOR-TO-FLOOR CTAP _ ; _ ._ ;� --�_ t,--- �SCALE: 1l�"= 1'-0» rs---=-. \\S1 . 1IDETAIL. (S4-2, S3-2, S2-2) 1 . 1)INSTAL.L.ATI I INFORMATION SCALE: 1,/� = 1`-0" !\�1 . �� ON tr l SCALE: 1)4" = 1°-0" SCALE: 1y2" _ 1'-i�' \ \\.teilv , `�` ,,_ ✓``-, FIRES:eixv20i7,I (2) ROWS OF (14) 10d COMMON NAILS ON EACH SIDE OF SPLICE (28 NAILS TOTAL ON EACH SIDE OF SPLICE) ROOF SHEATHING PER SHEET S1 .0 4111111•1111•11111111111111111111111=1 - NO. DATE REVISION BY DOUBLE 2x6 TOP PLATE -_ (2) ROWS OF 10d COMMON LOCATION OF SPLICE AT TOP OR �� NAILS @ 24" O.C. STAGGERED .- N1, BOTTOM PLY. NEAREST SPLICE MAY r_ 2x4 VENT BLOCKING BETWEE NOT BE CLOSER THAN 6' 0" �_ IN( ALL ROOF TRUSS END BEARING -_111111 TOENAILED TOENAILED TO TRUSS AT EACH _.. - - - - /_7r22/_ 4 - - - .s. - - DRAWING TITLE MIN 0 END WITH (2) 8d NAILS . STRUCTURAL PANEL EDGE NAILING -9 I r_..� SIMPSON H1 (OR EQUIVALENT FROM -_ ' DETAILS /f 8 \BU I L.T-U P WALL STUD ANOTHER MANUFACTURER) AT 2'-0" O.C. 22 4 MAX AT EXTERIOR WALL BEARING (TYP.) ENGINEER: QMH CHECKED BY: LCMH ' S1 S . 1 SCALE: 1/2` = 1' U» JOB NO. 1498 DRAWN BY: DMH DATE: 09-09-16 SHEARWALL PER SCHEDULE, 1/S1.1 SHEET NUMBER `�\\,TRUSS TO TOP PLATE CONNECTION '�� 1 I10 \WAL.L. TOP PLATE SPLICE CONNECTION S 1 '\S 1 . 1.r SCALE: %." W 1-0" \`S 1 1 )SCALE: %"= 1°-0" • 0 00 00 ;1 0 0 0 00 o 0 0 0 0 0 0 0 0 0 O 0 00 00 0 g ' 000 0 0 - ' O 0 0 0 o ,, O 0 0 0 0 n 0 O 0 0 0 00 0 0 0 0 0 0 00 0 00 O 0 0 O o 0 END COLUMN PER SCHEDULE, 1/51.2 O , ° ° 0 0 000 000 0 0 ^ I( >:: 0 0 o O O O E "`"" 0 0 000 �oo •••• j € : O O SIMPSON HOLD-DOWN BRACKET o 0OA (OR EQUIVALENT FROM ANOTHER END COLUMN PER ^ MANUFACTURER), PER PLAN SCHEDULE, 1/S1.2 r 0 -c--5 �. 0 . o ) /�,% O Q U ° ° F1554 THREADED ROD 4 : ;; HOLD-DOWN ANCHOR AND BRACKET SCHEDULE ° ° EXTENSION TO MATCH ;//i ' a ° ° i,/ Otis o ° DIAMETER OF ANCHOR ROD /a ��x�; SIMPSON HOLD FOUNDATION SDS SCREWS END COLUMN IN END COLUMN IN CAPACITY 0 ° _>,.. PLAN MARK DOWN BRACKET (c) ANCHOR (d,f) (e) 2x4 WALL 2x6 WALL (POUNDS) SIMPSON HOLD-DOWN F x z0 SIMPSON CNW% COUPLER (OR BRACKET (OR EQUIVALENT ai I a-- = "� 11 (2) 2x4 (2) 2x6 3075 EQUIVALENT FROM ANOTHER F FROM ANOTHER `� HD-HDU2 HDU2-SDS2.5 SSTB24 OR (6) 1/4" x 2/2 . r' A > OO7:4SBS/x24 �' MANUFACTURER) MANUFACTURER), PER PLAN Q v5 111 "� 2 2x4 2 2x6 4565 in HD-HDU4 HDU4-SDS2.5 SB/8x24 (10)/4 x 2/2 ( ) ( ) SSTB24, SSTB28, — �„ SB5/8x24, OR SB7/8x24 SSTB24, SSTB28,HD-HDUS HDUS-SDS2.5 SB%x24 (14)%4 x 23/2 (3) 2x4 (2) 2x6 5645 SB%x24, OR SBT/8x24ANCHOR ROD PER ANCHORRODPER :::--; Q2x42x6 7315SCHEDULE, 2/51.2 _ SCHEDULE, 2/51.2 � ., HD-HDU8 HDUS-SDS2.5 SB7/8x24 (20)3/4” x 2%2° (3) (3) — FA ,, HD-HDQ8 HDQ8-SDS3 PAB7 (a) (20)X," x 3" 4x6 (3) 2x6 9230 / ii: de FOUNDATION PER PLAN FOUNDATION PER PLAN T '(24 3/4" x 23/2" as �� ' . 0 „ '�' HD-HDQ11 HDQ11-SDS2.5 PAB8 (b) ) 4x8 6x6 11,810 '`I-i Z -----00' \--- 0 *- „_ n HD-HDU14 HDU14-SDS2.5 PAB8 (b) (36) 1/4" x 23/2" 4x10 6x6 14,445 a. de = 83/2", F = 13", PER DETAIL 2/S1.2 b. de = 10%2", F = 16", PER DETAIL 2/S1.2 } MIN. 2F C. EQUIVALENT HOLD-DOWN BRACKET FROM ANCTHER MANUFACTURER MAY BE SUBSTITUTED o d. EQUIVALENT FOUNDATION ANCHOR FROM ANOTHER MANUFACTURER MAY BE SUBSTITUTED e. IF INSTALLING A HOLD-DOWN BRACKET FROM ANOTHER MANUFACTURER, INSTALL FASTENERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS f. LOCATE CRAWL SPACE VENTS A MINIMUM OF 24" AWAY FROM HOLD-DOWN ANCHORS NOTE: THIS DETAIL APPLIES FOR INSTALLATION OF NOTE: THIS DETAIL APPLIES FOR INSTALLATION OF SIMPSON HOLD-DOWN BRACKETS HDU2-SDS2.5, SIMPSON HOLD-DOWN BRACKETS HDU2-SDS2.5, HDU4-SDS2.5, HDU5-SDS2.5, AND HDU8-SDS2.5 HDU4-SDS2.5, HDU5-SDS2.5, AND HDU8-SDS2.5 U LLQ * FOUNDATION ANCHOR FROM A MANUFACTURER * FOUNDATION ANCHOR FROM A MANUFACTURER C1 OTHER THAN SIMPSON MAY BE SUBSTITUTED AS LONG OTHER THAN SIMPSON MAY BE SUBSTITUTED AS LONG AS ANCHOR HAS EQUIVALENT OR GREATER CAPACITY AS ANCHOR HAS EQUIVALENT OR GREATER CAPACITY w (� � \HOLD-Dt W`N BRACKET AND \RAk ANCHOR ROD 7.----N� "----, " i HOLD-DOWN BRACKET AND ( 4 \HOLD-DOWN BRACKET AND 5 0 §:1_:3,1ANCHOR SCHEDULE (. / C+ NCRETE COVERAGES .. \S1 . 'ANCHOR INSTALLATION �S .?)ANCHOR INSTALLATION cr: lir SCALE: NIA SCALE: 1f 1 U �..._.....--- _- C!) SCALE: 1'4' = 1-0" SCALE: 1)/2" = .,-0" 'Z- CO 0 END COLUMN PER END COLUMN PER C13 SCHEDULE , 11S1 .2 SCHEDULE , 1/S1 .2 rzzzz-- SIMPSON HDC8-SDS3 SIMPSON HOLD-DOWN BRACKETz HOLD-DOWN ERACKET (OR END COLUMN PER (OR EQUIVALENT FROM ANOTHER END COLUMN PER I 2 EQUIVALENT FROM SCHEDULE , 1/S1.2 MANUFACTURER), PER PLAN SCHEDULE , 1/S1.2 0 /°°°°1 ANOTHER MANUFACTURER) °°°° 1::: O ' 0 j � Po ' ° ° ° W Go 0 o ° 48" 0 F1554 THREADED ROD ° ° 1" 0 F1554 THREADED ROD ° ° ° ° o ° EXTENSION ° ° EXTENSION 0 °°/ SIMPSON HDQ8-SDS3 °° SIMPSON HOLD-DOWN °°°° SIMPSON CNV!'% COUPLER HOLD-DOWN BRACKET (OR c',3).0 SIMPSON CNW1 COUPLER BRACKET (OR EQUIVALENT o° EQUIVALENT FROM (OR EQUIVALENT FROM FROM ANOTHER (OR EQUIVALENT FROM °°° °°°° ANOTHER MANUFACTURER) °°°°� MANUFACTURER), PER ANOTHER MANUFACTURER) o = ANOTHER MANUFACTURER) o A ° ° 0°0° PLAN ° . �r "� PAB7-XX* (CONTRACTOR TO °°°° PAB7-XX* (CONTRACTOR TO PAB8-XX* (CONTRACTOR TO °O PAB8-XX* (CONTRACTOR TO a.l ORE ., ��F Ill SELECT LENGTH BASED ON SELECT LENGTH BASED ON SELECT LENGTH BASED ON SELECT LENGTH BASED ON FOUNDATION ;SHAPE/SIZE) ° ° FOUNDATION SHAPE/SIZE) = FOUNDATION SHAPE/SIZE) °$° FOUNDATION SHAPE/SIZE) ���'� © N %r /� 4,1,-,...„,a_ti,,,,y/ . FOUNDATION 'ER PLAN FOUNDATION PER PLAN j FOUNDATION PER PLAN FOUNDATION PER PLAN I _ 3 —MIN. 13 ., ,, / MIN. 13" -,- g----- -:------ /--MIN. 16" —MIN. 16" NO. DATE REVISION BY MIN. 10/2" MIN. 10%2"" ,—_:.-- MIN. M_83/z" MIN. 8/2f1 - - MIN. 3" MINA. 3" MIN. 3" MIN. 3" DRAWING TITLE SIC— �---- Ni. 4-- .I' MIN. 2`-2" .1' .1( MIN. 2'-2" )' MIN. 2'-8" ,' .it' MIN. 2'-8" ,' STRUCTURAL NOTE: THIS DETAIL APPLIES FOR INSTALLATION OF NOTE: THIS DETAIL APPLIES FOR INSTALLATION OF DETAILS NOTE: THIS DETAIL APPLIES FOR INSTALLATION OF NOTE: THIS DETAIL APPLIES FOR INSTALLATION OF SIMPSON HOLD-DOWN BRACKETS HDQ11-SDS2.5 SIMPSON HOLD-DOWN BRACKETS HDQ11-SDS2.5 SIMPSON HOLD-DOWN BRACKET HDQ8-SDS3 SIMPSON HOLD-DOWN BRACKET HDQ8-SDS3 AND HDU14-SDS2.5 AND HDU14-SDS2.5 ENGINEER: DMH CHECKED BY: DMH JOB NO. 1 498 DRAWN BY: DMH * FOUNDATION ANCHOR FROM A MANUFACTURER * FOUNDATION ANCHOR FROM A MANUFACTURER * FOUNDATION ANCHOR FROM A MANUFACTURER * FOUNDATION ANCHOR FROM A MANUFACTURER DATE: 09_09_16 OTHER THAN SIMPSON MAY BE SUBSTITUTED AS LONG OTHER THAN SIMPSON MAY BE SUBSTITUTED AS LONG OTHER THAN SIMPSON MAY BE SUBSTITUTED AS LONG OTHER THAN SIMPSON MAY BE SUBSTITUTED AS LONG SHEET NUMBER AS ANCHOR HAS EQUIVALENT OR GREATER CAPACITY AS ANCHOR HAS EQUIVALENT OR GREATER CAPACITY AS ANCHOR HAS EQUIVALENT OR GREATER CAPACITY AS ANCHOR HAS EQUIVALENT OR GREATER CAPACITY (7--- HOLD-DOWN RACI ET AND HOLD-DOWN BRACKET AND ( 7HOLDDOWN BRACKET AND (-- 8 \HOLDDOWN BRACKET AND S1 . 2� I 'S .2 ANCHOR INSTALLATION 51 .2 ANCHOR INSTALLATION \ )ANCHOR INSTALLATION ) ANCHOR INSTALLATION SCALE: V2" = 1'-0" SCALE: 1)4' = 1-0" SCALE: 1Y"= 1-0" SCALE: 1I"= 1-0" 0 00 00 00 0 0 0 0 00 O 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 00 00 0 0 0 0 0 0 000 0 0 00 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 C 0 0 0 C 0 0 0 0 0 00 0 0 0 0 0 MIN. END LENGTH MIN. END LENGTH ° ° ° ° ° ° 202 ° A- AND NAILING PER SIMPSON STRAP (OR AND NAILING PER -/ . 0 0 0 0 C '� ''' • JO 0 O L SCHEDULE BELOW EQUIVALENT) AS SCHEDULE BELOW ,: . 6" NAILING, CONNECTIONS ' ... NOTED ON PLANS AND 8d AT O.C. SHEATHING, �� � �// PER SCHEDULE BELOW PER SHEAR WALL SCHEGULF. GN � � � 2x4 BLOCKING AT EACH • SHEET S1.1 , _''" 0 DIAGONAL BRACE o 4,1 ,v PLATE AND NAILING TO FRAMING � k z v BELOW PER SHEARWALL SCHEDULEV e . 1 X X 0 ' 2Xx6 STUD WALL 34" UN PLYWOOD AND NAILING PER ,, O Il SHEET 51.0 SILL NAIL i t z > ul : �u f FLOOR JOISTS PER PLAN O 4 � I NO NAILS REQ'D (4) 10d NAILS AT EDGE NAIL II ��_�,���, �/ r'' Q O O it' OUTSIDE O- STRAP EACH BRACE „� : i n .- 0 7., is SL END LENGTHS �� y �a � � w.. -.- O .h<.t.,.,.,.:.,,,.,.,.,.,.,.,.,...,.,.,..:. .....,:......:. ...... . v. .. :; ,....a_ ....:....4....,.: _,,ti.wx.4...v. ..,..ti.,..::.....:. (2) 2x4 DIAGONAL EDGE NAIL, BRACE@ 4'-0'° O.C. ATA ", 6 40° TO 50° ANGLE FROM P.T. PLATE PER PLAN h. y4., — HORIZONTAL. ONE PLY MIN. 6" 8 ANCHOR BOLT. SEE /y� j ) _ SHALL EXTEND TO ROOF Z. FLAT 2x4 BLOCKING///�, v MIN. END LENGTH BETWEEN WALL STUDS AS MIN. END LENGTH SHEATHING, ONE PLY \ SHEAR WALL SCHEDULE -y%/ 0 n / AND NAILING PER AND NAILING PER --� SHALL EXTEND TO € , FOR SPACING .„,..004 - 0 SCHEDULE BELOW REQ D TO ACCOMMODATE SCHEDULE BELOW BOTTOM OF BLOCKING STRAP END LENGTHS (TYP.) 4'-0" #4 CONTINUOUS MAX. I FORCE TRANSFER STRAP SCHEDULE 1'-6" 3" SIMPSON MIN. A35 BEYOND LABEL SIMPSON END LENGTH SIZE AND NO. OF NAILS @ 2'-0" O.C. STRAP (b) REQUIRED (c) (a) IN EACH END LENGTH X X Agiik 8" FTAO-CS22 CS22 0'-6" (6) 8d OR (5) 10d \ \ 3" \ • R' SIMPSON A35 OR EQUIVALENT 6.... 1-.--- „, #4 @ 24” O.C. VERT. FTAO-CS20 CS20 0'-9" (7) 8d OR (6) 10d _ µ FTAO-CS18 CS18 C`-11°' (9) 8d OR (8) 10d • E f (1) #4 CONT. (2 BARS III REQUIRED AT JUMPS, FLAT 2x6 FASTENED TO WALL TOP PLATE WITH (3) 0 L 10d NAILS ON EACH SIDE OF DIAGONAL BRACE / 1'-4" - PER DETAIL 1/S2.0) FTAO-CS16 CS16 1'-1" (11) 8d OR (10) 10d I- 01 CO FTAO-CS14 CS14 1'-4" (15) 8d OR (13) 10d _ LLI FTAO-CMSTCI6 CMSTCI6 1'-8" 25 16d SINKER d ( JGABLE END WALL TRUSS BRACING FTAO-CMST14 CMST14 2'-2°' (28) 16d [d] -- t' \\\FOUNDATIONj ,o \ S1 .3 A E WALL) FTAO-CMST12 CMST12 2'-9" (37) 16d [d] \-�._-7 C9 ci SCALE: 13/2"= 1'-O" - a. NAILS: 16d=0.162'°x3f2"; 16d SINKER=0.148">;31/4°'; 10d=0.148'°x3°°; 8d=0.131"x2%2" - b. EQUIVALENT STRAP FROM ANOTHER MANUFACTURER MAY BE SUBSTITUTED RI Iii 2 c. STRAPS SHALL EXTEND TO EACH END OF SHEAR WALL I„m,, d. DOUBLE 2x BLOCKING REQUIRED AT SIDES OF OPENING ( 41 C TRANSFER AROUNDSCHEDULE / ,,a SCALE: " = 1'-t3" . 0. '.„op7t oG 6. 1. ), ,____,: --. ,o, ‘ - 6/, NO. DATE REVISION BY -_ -_ -_ -_ -_ -_ DRAWING TITLE STRUCTURAL DETAILS ENGINEER: DMH CHECKED BY: DMH JOB NO. 1498 DRAWN BY: DMH DATE: 09-09-16 SHEET NUMBER S1 . 3 3