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HomeMy WebLinkAbout3788 Saltmarsh Lp 17-2453 (a)cf) C= J, '00 0 z uj C3 Lu c _j Cf> 0 -1 � EL co o 0% .A W00 lui O=® . . . . . . . . . . C) O0 [�- 04 co) u- (D U coi 0) r a m 04 ca U) N (.0 0 (o c- C) OOE 0 c- MT U-) cc T- I:! -c ca oo < CL u- Lo MW w CN z z E 0 E z a0 in U) il u D il uj > uj uJ N8 J O M U) raw E LL Q i thm 'o �5 4w- 00 a 00 K �j r O cj rq ul co Q a LLJ z CL 0 " C:) c: V) cn 2 CD o < a = < Lu Ln Q- LL) co U.1 LLJ ry 0 z LLJ 0 cl� ISSUE DATE 09/19/2017 REVISIONS :2 < PROJECT: 17-0227 z >- SCALE: AS NOTED z < DRAWN BY:'-'--SML & iFT DESIGNED BY: MJS—L---- COVER PAGE H.B. + 30'-0" 16'-0" 141„011 P 11,411 14'-8"� .- \ 4" PVC PIPE FOR AIC ------ -_-_- W ac®Q x H.B. + 30'-0" 16'-0" 141„011 P 11,411 14'-8"� .- \ 4" PVC PIPE FOR AIC ------ -_-_- W ac®Q 'U O®�; 'w ... A/C CHASE COMP. /) CJ 0 O M O V -j c u -co cm fn r—.N 07 C~O N � U) 04 Co Q auoao 4 u') >C ca Q 13- u - . __.-._..______ z z �g E ----------------/-�-- - 00 ro a Y Q i~ / Y Q 17 W H.B. + 30'-0" Slab Plan SCALE: 1/8" = TV (11x'17) 1/4" = TV (2204) + H.B. 4 v 4 N 4 GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE, 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY. DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = 3'-0" ALL INT, DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT a O O 0 w O Li Op O 0 z w Q cn z O w 0 0 Q cn a w 0 z Q CL Fbi Z N w 0 V w 0 vi z¢ J CL w w 9 Ld a: 16'-0" 141„011 11,411 14'-8"� .- \ 4" PVC PIPE FOR AIC ------ -_-_- W ac®Q 'U O®�; 'w ... A/C CHASE COMP. /) CJ 0 O M O V -j c u -co cm fn r—.N 07 C~O N � U) 04 Co Q auoao _.— ........ -.__..._.____.....__ u') >C ca Q 13- u - . __.-._..______ z z �g E ----------------/-�-- - 00 ro Y Q i~ / Y Q W Y W 2 Ln LU wC) ¢ M a ..i E u-. N iz to o / fa " 000 X w M (1) z z Q co n i :D O o p N > 42OC) 6 V M ,-' Cr ' S eq 00 fd U N Ln z C M n O O ►. O N z �� �. > o p C N L - / o �■ L LJ z w Q 0 z w o a ISSUE DATE 09/19/2017 w REVISIONS 8'-0" S.G.D. PROJECT: 17-0227 z SCALE: AS NOTED DRAWN BY JML & JFT - - - - - - - -- - -._. --- -- ---- - - / 3'-92 " I I /o ° �p D.W. I der g 0 0 / _LL I I (OPT) REF F ----r i II _ + ELEV. 0'-0" A.F.F. / I / / I I I I I I / 411 1 001 2'-10" / 4.0 2.9 10.1 8.0 I Fl // ---- ----- W J 30 DR. H WER W C. IT ----I III I I o J I^F 2'-2" X-0" 2'-10" _ - -� 28 DR. W.H. a w o d Z 0 _ co <- 1.0." 151.401 21-801 4'-011 m Lu r O' J 16'-0" GAR. DR. 31011 16,_011 3'-0" 11„401 40_00 2'-0" 221.011 8'.0" 30'-0" Slab Plan SCALE: 1/8" = TV (11x'17) 1/4" = TV (2204) + H.B. 4 v 4 N 4 GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE, 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY. DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = 3'-0" ALL INT, DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT a O O 0 w O Li Op O 0 z w Q cn z O w 0 0 Q cn a w 0 z Q CL Fbi Z N w 0 V w 0 vi z¢ J CL w w 9 Ld a: Nco Cl z' W ac®Q 'U O®�; 'w ... CJ 0 O M O V -j c u -co cm fn r—.N 07 C~O N � U) 04 Co Q auoao O E :S u') >C ca Q 13- u - C� rnw z z �g E 0 v, Ez 00 ro Y Q Y Q W Y W 2 Ln LU r ¢ M a ..i E u-. N iz to o z © fa " 000 X w M (1) z z Q O n i :D O o p N > 42OC) 6 V M ,-' Cr ' S eq 00 fd U N Ln z C M n O O ►. O N z �� �. > o p C N L C L- LLJ Q W Ln O CL m o �■ L LJ z w Q 0 z w o a ISSUE DATE 09/19/2017 w REVISIONS PROJECT: 17-0227 z SCALE: AS NOTED DRAWN BY JML & JFT DESIGNED BY: MJS SLAB PLAN 01 ui c c+r) azo uj q LL ��+agrYYY9YYeyyj w te=a �.°.•'L� U, 2 Q = W °D 0: Z s (� O • © r d 0 C� M O U J CA u- (.0 cm Q.Q004 N 04 0 OcoNCD O cl)_ O E d' 00 CL u- rn� w z i3 m � E , -c z O0 w U o uj N W a LU 0 a � ON N 0 2m: M ^'� V L ©E u i � � o M M� 00 •-i ._1 O CD N � N per^ O tl) M � i 000 N y- ►-1 C � 1� w O •L O ¢ w Ln O 8 - ISSUE DATE 09/19/2017. ISSUE REVISIONS -___- ------ .--:.._....__._.. PROJECT: 17-0227 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN Y 02.AC Second Floor Plan - SCALE: 1/8" = 1'•0" (11X17) 1/4" = 1'•0" (2204) ABBREVIATIONS: 2- INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. MT - METAL THRESHOLD FR - FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR -TRANSOM GB - GLASS BLOCK PKT - POCKET DOOR OBS - OBSCURED GLASS TEMP -TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS BF - BIFOLD TYP. - TYPICAL d SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, a� AND TRANSOMS ARE NOTED ON PLANS. cs :L4 00 NOTES: - - �— Q a 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. c LU � i 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM c:_ `g CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR TO BE REPORTED PROMPTLY at LL ERRORS TO SUPERVISOR FOR CLARIFICATION. �. �� ice® ®•®•...®®®•• •'� �y 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED ®t��, BY COMMUNITY AND COUNTY CODES. `® 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER � '{w, =p CODE M307.2 & M1309.3. � S•�j s co � �•®'••. 5. PROVIDE RECESS H&C WATER W/ DRAIN @ WASHER ®� '���®� SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ 0 ©�N REF. SPACE. O U 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. _ 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. >� co 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL Qj c: I`- (o SHEETS FOR EXTERIOR WALL FINISH SEPC'S. >.Q 11; REFER TO DETAIL SHEETS FOR FLASHING N V) 04 CO O REQUIREMENTS AT ALL WOOD TO MASONRY 4-0 (o ^ N .0 INTERFACES. O 0 0 ,(D 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 ' E U.N.O.cu 0 � oo <C CL LL 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 c U.N.O. z 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. -0 g of ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. E a a co 15. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL O w BE CONSIDERED SHEAR WALL SWS = SHEAR WALL 41 SEGMENTS. o � uo w 16. FRAME WALL SEGMENTS WHICH HAVE AN o w UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL Q BE CONSIDERED SHEAR WALL SWS = SHEAR WALL o SEGMENTS. o w� 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL o °< BE EQUIPPED W/ A 20 MIN. FIRE RATED SELF CLOSING m o SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT ux- w LESS THAN 13/8" THICKNESS AS PER FBC R302.5.1. Z U') CLO 18. INSTALL 5/8 TYPE X DRYWALL ON GARAGE CEILING m M BENEATH HABITABLE ROOMS (TYP.) ¢ w O q L 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 zzM CD w (V CU 0 E M.P.H. Lit i'o L O 20, ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING zO f , � DEVICES INSTALLED. ¢ X CD n awuj M Q 01 DOOR NOTE KEY: J z 0: Z DOOR SIZE CALLOUT: � m 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD gcn 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD Uw ___- _ 28 = 2'-8" o � O 30 = 3'-0.. z o 0 ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER ;E BUILDER/CLIENT c< � f la" o WINDOW NOTE 0 0 E KEY. zQ � `� M a� ,� i .. r W oo N Ln WINDOW SIZE CALLOUT: w a M 2040 = 2'-0" x 4'-0" a p tv 2050 = 2'-0" x 5'-0" zo u 2060 = 2'-0" x 6'-0" z O rn a = L- c * ALL WINDOW CALLOUTS ARE MEASURED IN FEET & Q 481 'v C) INCHES AS PER THE EXAMPLE TABLE ABOVE. o c Q Ic Ln 0 CL m * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF z w WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED M FLOOR BEING SERVER PER (FBC-R312.2). o a �0 z cn z ui cn a: C°w rel w ISSUE DATE 08/03/2017 N o 0 REVISIONS o bi c, m PROJECT: 17-0227 " > SCALE: AS NOTED Yz DRAWN BY:...__._JML & JFT..__ CL z _ DESIGNED BY: MJS N F— FLOOR PLAN - 0 03 0"-0" FIN. FLR. STONE DETAIL 811 SCALE: 3/4" 1'-0" (11x17)1 1/2" l' -O" (2436) 2 ENG DETAIL 91-01, PER FSC2014 5TH EDITION R806, MIN. 40% - MAX 50% OF PER MANUFACTURER'S SPECIFICATIONS. @SECOND FLOOR T-8" HDR. HT. REQUIRED VENTILATION TO BE IN UPPER PORTION OF @SECOND FLOOR 11.011 ATTIC SPACE AND THE BALANCE TO BE IN LOWER O.H. 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR PORTION (EAVES). ... . ....... .... 9'-4" BRG. HT. ly 8'-0" HDR. HT. MINIMUM NET VENTILATION AREA SHALL BE 1+0 OF VENTED 1x8 SMOOTH FINISH BAND (TYP.) SPACE. DEC. LIGHTING (TYP.) 0'-0" FIN. FLR. TOTAL VENTED SPACE: 2,331 = 7.77 SF. NET FREE 9'-0" BRIG. HT @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. FIBERGLASS SHINGLE ROOF INSTALLED AS PER FSC2014 5TH EDITION R806, MIN. 40% - MAX 50% OF PER MANUFACTURER'S SPECIFICATIONS. — - - ---- ------ -------- - T 1x6 SMOOTH FINISH BAND DET. 1 pp.) Front Elevation "C" SCALE: 1/8" = TV (11x17) 1/4" = TV (22x34) Rear Elevation " C" SCALE: 1/8" = T -O" (11x17) 1/4" = T -O" (22x34) 9'-0" BRIG. HT. @SECOND FL -0-0R-- 71-81' HDR. HT. @SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP,) 10'-8 3/4" FIN. FLR. HT. @SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. PER FSC2014 5TH EDITION R806, MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BE 1+0 OF VENTED SPACE. TOTAL VENTED SPACE: 2,331 = 7.77 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 3.108 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 4VENTS @ .695 /PER VENT TILE: O'HAGIN MODEL "S'", SHINGLE: LOMANCO 770-D), Lu LOWER PORTION VENTILATION TOTAL: 4.662 SR TO BE PROVIDED w/ SOFFITS @ EAVE: rt 80.00 LF. 0.074 SF. VENTING/L m 0 LOWER ROOF PERCENTAGE: 60% UJ LJ C; -j u- 00, 00 f LU co evz • cl) see* C:) ot CD C:) I` -E C'4 0 0 —jNu- c corn ce tm a) a > 0) < cL CSi 04 E M U) N 0 *.5 e--, r-.. (D c I,- C:) *c: 00 0 E 'It Lo Cc cu 00 < LL c n w z 13) t t 0 -c w z 1 0 ui 0 0 < os T1 Lu z tjJ om cn F C>)e Lu z 0 (1) fo LU 0 00 z 0 ol rN < w a - 0 V) 2 ZzN fa E u- L u,j U z :L- C) QV) 40- z V) < W ro 00 00 c QX z < QD LLJ:;j� V) I-- Wm - - - - - - - - - - - RIDGE NTS RE , 7; cf) LLA 0 :D 0 00 C) t'14 < fo o < cn C) z 0 < hd ck 00 rq u Ln uj)- cr) z < c: 'o fv) Z 0 U)p12 c: a) if v v- Ld 0 L0 0 V) 481 C) 0 < CL CD Lj c < Lu Ln O a - U M < -i 1 00 4:12 PITCH Pah )- Z Lli 0 LJ < V) z LLJ Lf) U-1 0 < m LLJ ct� ui ISSUE DATE j 08/03/2017 00 REVISIONS 00 r w < PROJECT: 17-0227 V) >- -- ---- SCALE: AS NOTED Y z cr, < < 0- Z: DRAWN BY: JML & JFT �2 DESIGNED BY: MJS Roof Laout y 0 SCALE: 1/8" = T -O" (11x17) 1/4" = T-101" (2204) ELEVATIONS "C" 04.0 a N 0' -O.' -'-.FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. j, - @SECOND FL00 — Z C9 Lu 7/8" TEXTURED CEMENTITIOUS --- ? FINISH ON METAL LATH OVER - - - - 7/16" OSB. SHEATHING (TYP.) 12 m 10'-8" BRG. HT, j, g -' @ ENTRY 10'-8 3/4" FIN. FLR. HT. - o @ SECOND FLOOR 9'-4" BRG. HT. ............ _81-0" HDR. HT. RANDOM SIZE CULTURED STONE ON OUTER FACE ONLY (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYR) 01-011 FIN. FLR. Left Elevation "C" SCALE: 1/8" = TV (11x17) 1/4" = TV (22x34) O.H: 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. �iis Right Elevation C SCALE: 1/8" = T-0 (11x17) 1/4" = TV (22x34) Li. o� O O , 0 W I Oi O 0 z LJ cn U) W 0 a Ln W 0 Z Q V) w z 2 U) w. 0 0 ON. Lu n: c . Go Gam , u) EL. ®ze (,V W LL p w ® Os iZ yj. �L C T W cc: +< 0 Q of Z s OS �( 4 C) �. r C-4 M 0 LL co fly uj co N N C (D 04 E < .CL m Mco�cfl O N^ r N C�p•N, 0 o d Es...ca W < CLu- N w Z �g �a E 0 cn w 0E0 ro J L '7 L W 5 - LLJ W 0 j fu E V, M M _ N o E u V z e, o co 00 Li M mMug o 0 D n p (%4 - � 0 ru 41 i ,Q0` V) p M c+, ,.� - i 6000 N fp U N Ln a c -cs H N p j J -0 C Np o Q w Ln O a 1J L r � Y i z Q ISSUE DATE 08/03/2017 z REVISIONS. PROJECT: 17-0227 _ z SCALE: AS NOTED _ DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" 06 1 CIr M oo -J "► r���®111111I� = W � its Q :V d 000 fees IIIII Q v - d' O O h E M Q U LLL. (o cn N.( > 0) N C p N N ) _ D E O d' ... Lo '—c' .0 cu co < �w z EI W E 0 p U i W N W LuQ a $ r 0', 0 � N CU © E u CD0 M � � 0 i 177 i O O N � N IS M O cr ) u f oc) N U LL O. C 5i N O N a, > .0 � i > N O C C =p 4 O M O Q W Lnn 0 E i i i ISSUE DATE_[ 08/03/2017 REVISIONS PROJECT: 17-0227 _ _ SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 06 1 u u `c L Q c F o�7 O O r' E v-- M p V ,N i cn u m -co co cl Cid N 'a Im .Q C A 4) N cu co N O cl) N CI`p.—, 00, .... _Lo cu X co Q rl LL c �w ay z 'a a) a E , 0 E z E W W W fu uj Q CD Q 1 M ...... 4� zro a (n O M fu co 00 a M O O p N Q cr Uj O M i N CL �-+ C M LLn '--� O O C .a p J .� C5 Lu Ln O O 8 - ISSUE DATE 09/19/2017 ISSUE REVISIONS PROJECT: 17-0227 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT o�7 0s 0 e^� E r- M p V LL Cn C6co �N ti COd7 ' 0-m N cqp M co co G .__ I`- Imo- N � 0E �� Lo ca T oo X -ccu n u- M -� W z g as a .c W E tn :3 o i r i W fo W V) Lu CL 8 N J N N V z �. CD M fu 4— 0 C ro 0 i > � O p N � ' N =p Cl (n M i Nt� CL O H M Ln � > Ri M p J (� 6A Mn C O ❑„ \ i N C) C p C 0 ¢ w � O 0 - ISSUE ISSUE DATE 09/19/2017 REVISIONS 5 r PROJECT: 17-0227 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 0s D1 i +i0 co � RC1 2 � Q E ®0*11111A1pB� I e®%/Q, i . _� O o�y ® O= o �- 0 � N M U _! C6 LL C CO N P .N N C > co 1'a "i:. 1 0) m co � �_ 0 C ,� e--, r., y 0 C) _Lo t6 >( 0o < tLLL �w N Z 47 Z N a 0 U1 E W 0 0 Fo cn W U A Lu W Ln a fu a g N /N V O M E u- L z Ln 1401- M 000 M Ln J O O N � N N cr (n �� M Ln00 CN Ln -u O O "0 C p' CL j -p > N O C Q W Ln O d ISSUE DATE 08/03/2017 REVISIONS PROJECT: 17-0227 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS D1 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ENGINEERED LUMBER FIELD REPAIR NOTES GENERAL 10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 1.1. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL / NOTES ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 1. OMITTED REBAR MINIMUM FLOOR DESIGN LIVE LOADS: VALUES AS FOLLOWS: DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR FOUNDATIONS COLUMNS BEAMS STUD INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF E = 1,700,000 Win' U.N.O. E = 2,000,000 Wing U.N.O. E = 1,500,000 Win' U.N.O. MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM Fb = 2650 Fb = 3000 Fb = 2200 FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO BEARING CAPACITY 2000 PSF CONSOLIDATION. MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE TERMITE TREATMENT Ft = 1650 Ft = 1700 Ft = 1500 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF Fc 1I= 3000 Fc li= 3000 Fc 11= 2100 BEND). SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) Fc l = 450 Fc 1= 900 Fc = 450 2. STRAPS/CONNECTOR SUBSTITUTION THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT Fv = 285 Fv = 285 Fv = 150 & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. CONSUMER SERVICES. CONDITION U.N.O. 3. STAIR CONSTRUCTION EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) CEILING CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CAST IN PLACE CONCRETE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS 4. METAL STUD SUBSTITUTION 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF OTHERWISE SPECIFIED. WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN 5. OMITTED J -BOLT AND A MAXIMUM WATER/CEMENT RATIO OF 0.58, LIVING SPACE IS ABOVE THE GARAGE. -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST DESIGNED AND DETAILED BY OTHERS. MIN. 7" EMBEDMENT. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" ASTM A-615 GRADE 60 HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1 AxW1.4 TABLE WITHIN BCSI-133). 6. MORTAR JOINTS WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN UNDER STAIR PROTECTION -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCKAFFECTED (NO VERT. REINF. REQ -D) THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR -.FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH EA -SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN, REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND (12.7MM)GYPSUM BOARD. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELLAS 1st (2) "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ,b: TO BE EPDXIED INTO TIE BEAM/FTG BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EAI. SIDE OF JOINT AND PROVIDE (1) #5 AT EACH END SHALL BE PROVIDED. AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES VERT. REINF. IN EA. CELL, CONT. PER PLAN. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. OF PRESSURE TREATED: WOODS, AS PER THE FOLLOWING GUIDELINES. 7, OVERHANGING CMU WALL 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA -FOR CMU OVERHANGING FOUNDATION <1/211, NO FIX IS REQ'D POUR TIEBEAM & VERT. CENTER TO UPPER 1/3 OF THE SLAB. MINIMUM G50 ZINC COATING CELLS PER PLAN. BOLTS AND THREADED RODS 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF PRESERVATIVE WOOD TREATER. STRUCTURAL STEEL HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI TUBE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. OF PRESSURE TREATED WOOD. STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE] STEEL: ASTM A53, TYPE E OR S, Fy = 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PREFABRICATED WOOD TRUSSES 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36Fy=36 KSI. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED THEIR 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE,A325N U.N.O. ALL A325N BOLTS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. EA LI FT SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLI SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) MASONRY WALL CONSTRUCTION CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL TO BE A307 THREADED ROD &CONFORM TO A36 ORA307 ANCHOR S SHALL BOLTS BB LT CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. CONFORM TO ASTM F1554 ALL BOLTS CAST IN CON RETE: ASTM AASTM A-307 PSI (fm = 1900 PSI) THE MEMBERS OF THESE WALLS WOULD NOT NEED. TO HAVE CONNECTORS APPLIED. SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS I WAND APPROVAL. WELDED PROVIDED TO EOR BEFORE FABRICATION FOR REVOROGEN). 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". AND STRUCTURAL PLANS FOR MORE INFO. CONNECTIONS: ELECTRODES- E70XX ONO (LOW H FILLET WELDS SHALL BE 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO %s" UNO. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE TRUSS ENGINEER OF RECORD FASTENERS, LOAD, AND TOLERANCES. PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2 CLEARANCE TO INSIDE FACE. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LATEST EDITION OF ANSI TPI 1. ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR MANUFACTURER UNLESS NOTED ON PLANS INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). POSITIONERS IN MIDDLE OF WALL 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY DP 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND TRUSS DESIGN LOADS � 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED TOP CHORD: Lr = 16 PSF ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. DL = 7 PSF (SHINGLE TYPE ROOF COVER) 10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 1.1. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DL = 14 PSF (TRUSS OVERBUILD) LATH STRIP OR CAVITY CAPS MAYBE USED TO PREVENT THE FLOW OF GROUT INTO BOTTOM CHORD: DL = 5 PSF CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. MINIMUM FLOOR DESIGN LIVE LOADS: 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR C) DECKS = 40 PSF D) STAIRS =40 PSF 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. MINIMUM FLOOR DESIGN DEAD LOADS: 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ A) FLOORS = 15 PSF B)BALCONIES = 15 PSF EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE GENERAL LOADING: CONSOLIDATION. ATTIC WITHOUT STORAGE = 10 PSF WOOD CONSTRUCTION ATTIC WITH LIMITED STORAGE = 20 PSE 20 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN GUARDRAILS IN -FILL COMPONENTS = 50 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) GENERAL TRUSS BRACING &.BLOCKING REQUIREMENTS 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), -GC. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 12d TOENAILS EACH END. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST DESIGNED AND DETAILED BY OTHERS. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.0, HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT SIMPSON HSS2 STUD SHOES, TYP U.N.O. TABLE WITHIN BCSI-133). 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d CORROSIVE TO STEEL. IT THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) NOT. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING MASONRY IS TO BE PRESSURE TREATED. POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. (L 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 STRUCTURAL NOTES WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+� VALUE DENOTES PRESSURE AREA (SQ FT) O S1C - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 (-) 22.9 (- 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 (-) 26.4 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 Q (- 19.8 - 22.0 GARAGE DOORS V-0" x T-0" 16'-0" x 7'-0" (+) + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 al 55 1"' a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS.6. DESIGNATED AREAS WHERE THE ULTIMATE WIND !SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE', RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET SHEET TITLE0 J U_ w Sc STRUCTURAL NOTES _ F - w O S1C FOUNDATION PLAN z Z S2C DOWEL PLACEMENT PLAN 0 S3 FOUNDATION DETAILS O a. S4C LINTEL PLAN w 2 S5C FIRST FLOOR FRAMING PLAN 0 J Q S6 NOTES & CONNECTOR LEGEND _ H S7C ROOF FRAMING PLAN, SD1 GENERAL DETAILS O SD2 GENERAL DETAILS U o SD3 GENERAL DETAILS d SD4 GENERAL DETAILS QC w a SD5 2 -STORY DETAILS d S D6 2 -STORY DETAILS U_ W Z ST1 GENERAL STAIR DETAILS > 0 (L ui U W D U) LL Z O Q O J LU F- F - w Z 8 W O Q Z O W W IL 2 0 Z MASTER UPDATES O J O Z 9 NUMBER DATE DESCRIPTION INTIALS _ F- 1 3/1/2017 CREATED ELEV A, B, & C DP F - 2 4/24/2017 ADDED PADS TO SIDES OF SGD OPENING AT REAR, MADE DP _ BEDROOM #5 OPT AND LOT STANDARD, & QC CLEAN UP � COPYRIGHT MCD 2015; The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WI-- Q D © o Q O LL Fd-- J Z wo O Xo 0 Uj(D > o ry rW U ww U F- M > W r- N W " 00 LLJ� W o w- ° +Q �: � a ° 4 .. J Z o w o Z 41AAdBq�eF U 0 w oft co U o Oz W U o O. z LLJ U O z .... 0 Q W LU z In LU 0 O O J 5`� + Z W V5 ~ _o q 1 UJ - OLLJ ~ O 06WZ~m"s Pz w •-- rn _ .c ZUGH f��o�o LLJco �`[OOQ: cc LU 6 �' L.L.. 0 cc < z z E O�p�a I-LL�'N~-I F ZpwNd LU U O " F- L.L.. .. Uj _ U) V Z et p OO > -j V� LJJ J LU ui = ZLU U) W J W W (L 1- ter a = W .,o 0 N BLDG DESIGN: --- STRUCTURAL ENG: MCD -DESIGN: --- -STRUCT: DP / DJ QC CHECK: CC JOB No. PSQ-2171165 SCALE: AS INDICATED DATE: 07/20/17 00 L _ FO Co r` S3. 0 w ao ti LO SYMBOLS LEGEND FOUNDATION NOTES: w 30'-0" ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #50jQ CONT. FTG. TO TIE BEAM ($'-0" O.C. MAX U.N.O.) 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 0 0 o p LAPPED MIN. 6" AND SEALED. 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH j INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL U - CONT. FTG. TO TIE BEAM. (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR Lu EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. F=- Q 2 m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. O Z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG, & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Z F- U INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LAP SPLICES SHALL BE NO LESS THAN 30". 0 H J GRADE 60 #5 CONT. FT.G TO TIE BEAM. z Z O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR O O � F- O RECESSING DOOR SILLS. 0W 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a W Z 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE _ Q SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) U Q CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O (f) C0 Z CL THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W W W U USE ALTERNATE APPROVED METHOD. Q 5 H m C? 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY � COMMUNITY & COUNTY CODES. 1i" c� 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL w C� SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE d AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. �����,`�r➢➢Wl��ry,F®'� M 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 0 � r [1�00 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q�.' , r4 Y Ci DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO 6. -� Z DETERMINE STEP LOCATIONS IF REQUIRED 4 : W •_ �+► O : = U 11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS : W j \ eve AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD CL Q s®® •d'�y�� '` ,W FOOTING STEP DOWN AND CORNER INFORMATION. U �® (Soeoo®oo�•m° � ps" Q's MFO 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE L -LL S3 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH O ���s➢➢������� m W PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Z 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER O l COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS C/)V FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE O O PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL • CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO a- n p �Of�y M SOILB FOUNDATION IE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, w COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS F- DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). _ o Z THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS MM BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 � O w U o O PSF. U 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO Q C/) • p G �4 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE f!1 �g� rli LL � STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND O FOOTING SIZES PENDING DEPTH OF STEMWALL. Z O u~i O Z O y FOOTING SCHEDULE U 17 Qm 50 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O_j W N O WAY MIN, 2" HORIZ, CLEARANCE BETWEEN MIN (2) # 5 E.W. W c BARS & 3" MIN. COVER TO EDGE OF CONC. UD 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. = W 3: UJ 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24 SIDE @3 OC. & MIN _ O b BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" 'S U SIDE 6" O.C. UCO Ito 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 4G1 O BARS & 3" MIN. COVER TO EDGE OF CONC. 1 _ Z 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. Or - 2,3 WAY M. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U (n U a BARS & 3" MIN, COVER TO EDGE OF CONC. Q W ",� °) � N 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. Z U) z IW- `� E <8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. p < H Z �? U- 0) BARS & 3"MIN. COVER TO EDGE OF CONC. J 0 Q O w (D � cR 00 2.6 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. O Z U 1=- O O 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0- LJ.. 1- Oo N IW- Z ^ c lo M J�fYZ�o BARS & 3 MIN. COVER TO EDGE OF CONC. -j Q O O W d S 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O z z _ W " O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z Z Z ~ I- H W o BARS & 3" MIN. COVER TO EDGE OF CONC. Q Q O Q w O O O42"x42'"x12" dp w/ #5's EQUALLY SPACED EA. V W 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. p """ Q U_ O (6Q a BARS & 3" MIN. COVER TO EDGE OF CONC. Z ~ 0 N J FO 42"x42"x16" dp w/ #5"s EQUALLY SPACED EA. W O O (� N `t S3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. W „",,,I Q BARS & 3 MIN. COVER TO EDGE OF CONC. H I-- 48"x48"x12" dp w/ #5's EQUALLY SPACED EA.. Z I— z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W f 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. = W O 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. E _ BARS & 3" MIN. COVER TO EDGE OF CONC. 3: U) U. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. O 3 46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 0 V BARS & 3" MIN. COVER TO EDGE OF CONC. W Z Nt 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. z 0 � 4.3 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. U) 1, 9BARS & 3" MIN. COVER TO EDGE OF CONC. W 0 54"x54"x16" dp w/#5's EQUALLY SPACED EA. U �! 4.5 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN(8)#5 E.W.— BARS & 3" MIN. COVER TO EDGE OF CONC. W COW W 11 54"x54"44" dp w/#5's EQUALLY SPACED EA. W WAY MIN. 2"HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. .. LU BARS & 3" MIN. COVER TO EDGE OF CONC. = Z 60"x60"x16" dp w/#5's EQUALLY SPACED EA, LU 5 i WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E,W. t/) W Q �r \/ BARS & 3" MIN. COVER TO EDGE OF CONC. .j 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 1=- 'Q. WOP , 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. Z = V BARS & 3" MIN. COVER TO EDGE OF CONC. p V � Q = Fn W 00 G v p O�GC4 Z IL C4 BLDG DESIGN: --- STRUCTURAL ENG: MCD _ DRAFTING: -DESIGN: --- STRUCT: DP / DJ QC CHECK: CC JOB N0. PSQ-2171165 SCALE: AS INDICATED FOUNDATION PLAN DATE: 07/20/17 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 16'-0" 14'-0" MFO PAD FO 2.6 S3 S3 T-1 U- 2.6 I U MFO ■ O a °D S3 , C14, - M FO r-- S3 (-)0`-4" h ■. ■ ■ ■ ■ ■ L 14 I 2 MF1 J 6'-4" 9'-811 - CV 4" THICK CONC. SLAB W/ - N ■ FIBERMESH. OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL. b <r 0 O 0'-0" ■ ( FIN. fLR. � o oO 12'-0" 5'-6" (2 -STORY FTG) T-1 1/2" FO S3 \✓ 2.3 ■ ■F I I I IL — J 2 L ., a FO ■ 10'-10" _ M S3 1 ■ ■ 10'-10" 7'-10" T-3 5/8" T-8 5/8" 4'-3 3/4" FO o FO S3 M S3 I. .ILlN I Fr 0 M S3 I N MF1 ■ IT --o -1 T- c7 S3 1 i i 2.6 i+i LI O F0 I I II I I ■ ° 0 53 11 -W-- I J C?� N F[Br ■ a (-)0'411 _- tV 2.6 CiLL ■ 0 FL GL NT FO FO I -- S3 ■ FO r T-8" 18'-4" L A 3 ■ 0 N 2 o Iti ■ I I■ F02 00 S3 `V MF1 Is3 I • ■ • ■ MDO SD MDO SD 3'-0" 16'-0" 3'-011 8" 6-4" 1, -Oil 22'-0" 8'-0" 30'-0" ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #50jQ CONT. FTG. TO TIE BEAM ($'-0" O.C. MAX U.N.O.) 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 0 0 o p LAPPED MIN. 6" AND SEALED. 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH j INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL U - CONT. FTG. TO TIE BEAM. (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR Lu EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. F=- Q 2 m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. O Z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG, & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Z F- U INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LAP SPLICES SHALL BE NO LESS THAN 30". 0 H J GRADE 60 #5 CONT. FT.G TO TIE BEAM. z Z O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR O O � F- O RECESSING DOOR SILLS. 0W 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a W Z 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE _ Q SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) U Q CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O (f) C0 Z CL THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W W W U USE ALTERNATE APPROVED METHOD. Q 5 H m C? 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY � COMMUNITY & COUNTY CODES. 1i" c� 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL w C� SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE d AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. �����,`�r➢➢Wl��ry,F®'� M 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 0 � r [1�00 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q�.' , r4 Y Ci DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO 6. -� Z DETERMINE STEP LOCATIONS IF REQUIRED 4 : W •_ �+► O : = U 11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS : W j \ eve AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD CL Q s®® •d'�y�� '` ,W FOOTING STEP DOWN AND CORNER INFORMATION. U �® (Soeoo®oo�•m° � ps" Q's MFO 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE L -LL S3 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH O ���s➢➢������� m W PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Z 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER O l COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS C/)V FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE O O PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL • CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO a- n p �Of�y M SOILB FOUNDATION IE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, w COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS F- DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). _ o Z THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS MM BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 � O w U o O PSF. U 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO Q C/) • p G �4 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE f!1 �g� rli LL � STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND O FOOTING SIZES PENDING DEPTH OF STEMWALL. Z O u~i O Z O y FOOTING SCHEDULE U 17 Qm 50 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O_j W N O WAY MIN, 2" HORIZ, CLEARANCE BETWEEN MIN (2) # 5 E.W. W c BARS & 3" MIN. COVER TO EDGE OF CONC. UD 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. = W 3: UJ 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24 SIDE @3 OC. & MIN _ O b BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" 'S U SIDE 6" O.C. UCO Ito 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 4G1 O BARS & 3" MIN. COVER TO EDGE OF CONC. 1 _ Z 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. Or - 2,3 WAY M. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U (n U a BARS & 3" MIN, COVER TO EDGE OF CONC. Q W ",� °) � N 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. Z U) z IW- `� E <8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. p < H Z �? U- 0) BARS & 3"MIN. COVER TO EDGE OF CONC. J 0 Q O w (D � cR 00 2.6 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. O Z U 1=- O O 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0- LJ.. 1- Oo N IW- Z ^ c lo M J�fYZ�o BARS & 3 MIN. COVER TO EDGE OF CONC. -j Q O O W d S 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O z z _ W " O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z Z Z ~ I- H W o BARS & 3" MIN. COVER TO EDGE OF CONC. Q Q O Q w O O O42"x42'"x12" dp w/ #5's EQUALLY SPACED EA. V W 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. p """ Q U_ O (6Q a BARS & 3" MIN. COVER TO EDGE OF CONC. Z ~ 0 N J FO 42"x42"x16" dp w/ #5"s EQUALLY SPACED EA. W O O (� N `t S3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. W „",,,I Q BARS & 3 MIN. COVER TO EDGE OF CONC. H I-- 48"x48"x12" dp w/ #5's EQUALLY SPACED EA.. Z I— z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W f 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. = W O 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. E _ BARS & 3" MIN. COVER TO EDGE OF CONC. 3: U) U. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. O 3 46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 0 V BARS & 3" MIN. COVER TO EDGE OF CONC. W Z Nt 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. z 0 � 4.3 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. U) 1, 9BARS & 3" MIN. COVER TO EDGE OF CONC. W 0 54"x54"x16" dp w/#5's EQUALLY SPACED EA. U �! 4.5 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN(8)#5 E.W.— BARS & 3" MIN. COVER TO EDGE OF CONC. W COW W 11 54"x54"44" dp w/#5's EQUALLY SPACED EA. W WAY MIN. 2"HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. .. LU BARS & 3" MIN. COVER TO EDGE OF CONC. = Z 60"x60"x16" dp w/#5's EQUALLY SPACED EA, LU 5 i WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E,W. t/) W Q �r \/ BARS & 3" MIN. COVER TO EDGE OF CONC. .j 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 1=- 'Q. WOP , 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. Z = V BARS & 3" MIN. COVER TO EDGE OF CONC. p V � Q = Fn W 00 G v p O�GC4 Z IL C4 BLDG DESIGN: --- STRUCTURAL ENG: MCD _ DRAFTING: -DESIGN: --- STRUCT: DP / DJ QC CHECK: CC JOB N0. PSQ-2171165 SCALE: AS INDICATED FOUNDATION PLAN DATE: 07/20/17 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 9 0 0 bo SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 a Q CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) C o O • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 LL CONT. FTG. TO TIE BEAM. w H Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. O Z U O F- INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. p H W GRADE 60 #5 CONT. FT.G TO TIE BEAM. Z O 0 p a f- 0 LU 0 W (1) #5 HORIZONTAL TIE � C) a U 0 AT TOP, BOTTOM AND w U) O z o - W W AT 24"o.c: VERTICALLY _j Lij < M m a BETWEEN COLUMN a� a AND MAIN HOUSE CMU (1) CONT. #5 to FROM TIE BEAM W TO FOOTING a ��141,6 (1) #5 a O ; •®••®.°.•,® �j Ili M HORIZONTAL LAP' U ` �►•' ®°•,J�' Gy 6. TIE AT TOP, SPLICE, Z a ®0S; 3 l W00 BOTTOM AND MIN. a $z "Y AT 24"o.c. rff OF 25" c i v o �, O: Z = Z VERTICALLY ° W 60, z!"". v®' Q J FILLED CELL BETWEEN COLUMN AND Q ®�®6°�®°°• ®®••R !�®�@` W p MAIN HOUSEU ®�J�®gerdi��P®e�®®� O CMU U_ PLAN VIEW , z SECTION VIEW o p � w � a °ray co MD10 TYPICAL MASONRY COLUMN TIE IN UjQ a ,`'� °r�r� N 3/4" = 1'-0" J o = 1a�-• O z W U CO O U) can �_ z C OZ � p �Q O O 0 Uj W _ LO Z W 0 �O zZ Q o m 0' a U ti©d U a �r W �07�� L ti Z 0 O W M � 0 W 06Wz1 _Uj_ Uj (DQ���� z U O 0�wzto ai a W I- w I. -K- W c z �ax2 .. o Q < QwQwZO J U o,62<a ,a Z I- u.�1 C4 W � O V N Q LU J W I- 0 1= co W O 3 LU Z Z t ao W cn W W ry J 2WO�C OaW = Z WOE -1 IXJ a ,a W CL w p '� U) U U) Q = W W to p v p C4 Z F_ CL N — BLDG DESIGN: --- STRUCTURALENG: MCD __DRAFTING: DESIGN: --- -STRUCT: DP/DJ QC CHECK: CC JOB No. PSQ-2171165 SCALE: AS INDICATED mr MICA L PLACEMENT PLAN DATE:.... 07/2,17 1/411=11-011 S2C COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W (1) #5 FROM FTG. TO -- (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 0= TIE BEAM SPLICE TO a �, TIE BEAM SPLICE TO a 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING BE MIN. 30" GROUT �� BE MIN. 30" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE CELL SOLID (2) #5 BARS @ TOP CELL SOLID (2) #5 BARS @ TOP REQ'D MIN 4" BELOW U) MASONRY WALL ° WHEN MONO DEPTH MASONRY WALL °�� WHEN MONO DEPTH w CONC. SLAB PER (1) #5 CONT, w/ 1-1/2" ► w _ ��. EXCEEDS 26". IF �� EXCEEDS 26". IF p Z SEE PLAN I� DEPTH IS LESS THAN SEE PLAN DEPTH IS LESS THAN FOUNDATION PLAN COVER TYP. 1-1/2 COVER TYP. CONC. SLAB PER O 2 1/4" I to O 26" THESE BARS ARE 00 1 p FOUNDATION PLAN ? Z 26 THESE BARS ARE CONCRETE SLAB PER O O Q w CONCRETE SLAB PER CONCRETE SLAB PER , z � NOT REQUIRED `v = $ NOT REQUIRED FOUNDATION PLAN 7 ? 2x PT SILL PLATE to Z -' FOUNDATION PLAN r�� FOUNDATION PLAN = 9 D - �, > Z w p z VARIES ;�: w z °° v I _0 O C] #3 STIRRUPS @ SEE PLAN l' z de' CL I- W � 48 O.C. WHEN ° e 4 ° . ° ° ° a m °.., °" ° ° °° b ° LL O Z MONO DEPTH 00 .4° 00 O g °. ° , ° _ EXCEEDS 26'"; IF = — - ° GRADE #3�STIRRUPS @ : - ° ° GRADE z w a - I I e n. ° ° _ - _ ° •` ° I I=) I =) I- I- ° ° 48 O.C. WHEN — — _ _ I I= _ _ I 1=1 I = �- I=1 1= I L- p U) z DEPTH IS LESS I I= ((--- ° :a .. ' , --10�ml ? MONO DEPTH I I= I - ; --1 i W z <z - I - - - - _ - THAN 26 o rr' . I > w _ — ZL8 T I Irr _W =w_EXCEEDS 26 , IF i -- - e a O � 4 I - - -� THESE BARS - - I (=I I `� n - IU o = I—I I ° ¢ I -IF- - I - Ci 1- m co _ DEPTH IS LESS oo *. I - _ - I -I-ARE NOT REQ'D _I I I I - M THAN 26 _I III I— MIII_ _ III I I ILI; I I _; -_ _ I THESE BARS - - 811 16,1 (2) #5 BARS CONT. I I I W ARE NOT REQ'D ' `-I I CLEAN COMPACTED jW/ 3" COVER TYP. 13�' COVI CLEAN COMPACTED I (3' COVER FILL @ 95% STANDARD CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED FILL 95 /o STANDARD DENSITY FILL 95 /o STANDARD @ @ ° @ ° U COVER TYP.' AT xrr 8" 8,r FILL 95% STANDARD � ' 8" 1'-41' 8"� 1 -4 DENSITY (2) #5 BARS CONT. DENSITY W/ 3" COVER TYP. (2) #5 BARS CONT. wl 3" M 2 -STORY GOND. (3) #5 DENSITY p ��`®�rrrr���a®,a®®� w m COVER TYP,; AT CLEAN COMPACTED BARS REQ'D & FTG TO ®® ®®, ®@ ���®��®' a. cow WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE Z ��' °° ''•® �/ ®® W WHERE 2ND STORY OCCURS, FTG • 00o SHALL BE 1 -8 WIDE w/(3) #5 BARS e� ®60 _ V-8" rr SHALL BE 1'-8" WIDE w/(3) #5 BARS BARS REQ'D &FTG TO DENSITY. `� rY"®P '• •� � � z BE 20" WIDE ° W " W �•� "Q�p J CL W TING AFO�TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN _ °•. ®®.• FO TYPICAL EXTERIOR FOO•® 3/4"=1'-011 3/4"=11-0'1 3/4"=1'-0" 3/411=1'-0" 3/4"=1'-0'" ILL °si®® PA,O�®®® � p ®®®ero' 6 a w rear®e ILL z O 5 a o . N (1) #5 FROM FTG. TO TIE z O z° 2x BRG WALL PER BEAM SPLICE TO BE MIN. U � 0 PLAN AND BEARING VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D F- W o WALL SCHEDULE 30" GROUT CELL SOLID STEEL AT 2 STORY LOCATIONS STEEL A7 2 STORY LOCATIONS m o OPT. MASONRY CURB Q W ZO @ ELEV. U-0" w/ (1) #5 CONT. BAR ..� 1�/ CONC. SLAB PER SLOPED GROUT TO MIN. 24 BEFORE aC �': 9 FOUNDATION PLAN DRAIN CONC. SLAB PER 8"x8" THICKENED SLAB ANOTHER STEP <: d O N 0 'j ° °` Z z 0 2x P.T. SILL PLATE 0 FOUNDATION PLAN w/ 1 # ° OPTIONAL CURB BY O 5 CONT. . � ° �� Q O 8 O BUILDER w/ 3" COVER TYP. #5 CONT. • �a CONC. SLAB PER „. - <.p �' 1� ..� w z E ° .:....: , a ° ° ca ° a I° OUNDATION PLANE p ° t : • e ''. • "P. e, ° I=GRADE W <° °° . ° 'I • , + e, �r _ . FOUNDATION PLAN A _ ° e 1' , w Uj i' FOR QUANTITY = _ _ ^I I 1=III=III— �. z mow—_h+_III— — I--' — — 0 aCD 4.. ........... W ° ° ° f- w —I L—III . -III I I _ • : — �' .w _ - — = I III—III ° —III—III—III— —_ —.. z -I =T 00 -I I I—I I I ° - -I - _ _ _ -_ <'r ° , .� ..� .�.�� ..:�, : , : ° #5 x 30" x 30" CORNER" p b .' e. ' .. ' '... ' III—III ° °• .' .4a:. _— 11—III—I I I— I I—I I 1 �i l I' �I I I—III- ° t _— ° , . U X4 a° BAR, ONE FOR EA. 1 :1—I I I �. — III—) I; I I I -I I II III I I I a .. ' 4, p a. _ I; a e.°. ° Ie 0 o _ ri III=III III=1 I 111=1 ° I–=I I I I L I I I I I= I I ;III=s'' I I �8"=1 — ° ° . _-_ _I I --- I 4' . 4 1.� REBAR TYP�u.N.O. z z � (2) #5 BARS CONT. w/ 3 III=III III III= I.� ' . — -8 4 — I I I ° ' 4 ,° - - I =_ I °. '• e a ° ° 1Q COVER TYP. AT T_ ° �, -_ -r r r- W .r........� ...,�,� : • ... . " e ° I Q J " rr „ I I—III—III' W e'' ' ° . q . < ; . mol _I I � �,'� r°� �+� ° . ° Z 2 -STORY COND. (3) #5 8 $ 8 _�' ° �. III 1=j I- (2) #5 BARS @TOP WHEN MONO w �.'r,. �.«,.w ..: _ � ' p M ,� BARS REQ'D &FTG 7026". e (I— e A , � ...Q..� . .. �..., ° .. U tic, d CLEAN COMPACTED ,�� - DEPTH EXCEEDS 26 . IF DEPTH w hI I I-_ I I =I I L= (I - (2) #5 CONT, w/ 3" ° U F 0 � BE 20 WIDE FILL @ 95% STANDARD IS LESS THAN 26", THESE BARS > _ Q W -1 DENSITY 11.411 (2) #5 CONT. w/ 3rd 1611 MLN. - I I_I I: COVER TYP. z W 06 w Z c- ARE NOT REQUIRED _ (2) #5 BARS CONT. COVER TYP. I - I I-III—III—III—I (2) #5 BENT BARS w/ m Q I- z ) � " #3 STIRRUPS @ 48" O.C. W/ 3" COVER TYP. CLEAN COMPACTED MIN. 30" LAP SPLICE uwj 0 U 0 o uj 'L 's WHEN MONO DEPTH FILL @ 95% STANDARD a Z Z O W Z ai EXCEEDS 26" IF DEPTH IS WHERE 2ND STORY OCCURS, FTG DENSITY J W R Z W a c 'rr SHALL BE 1'-8" WIDE w/(3) #5 BARS - �''� <( tL' - LESS THAN 26 THESE z 0 � p � g BARS ARE NOT REQ'D ZZI--hW W o AF0 FOOTING AT INTERIOR BEARING FO FOOTING @ SHOWER AT MASONRY AFO THICKENED EDGE AFO�TYPICAL STEP FOOTING DETAIL fiF1'�TYPICAL CORNER BAR DETAIL (TOP VIEW) © �" o w < o o 3/4"=1'-0" 3/4"=1'-0" %3/4�r_1f Orr 3/411=1'-0" 3/4' =1'-0"' 0 ` Q S O C6 Q a U_ C14 _ W ZOUNQ Z F- -0 ~ --- • TOP (2) #5 x 4'-0" `C ~ O PVC OR SCH40 P- W 8 CMU - CENTERED AT PIPE m CONC. SLAB FINISH PER ELEV. SLEEVE = W PER PENETRATION I- _ FOUNDATION FINISH FLOOR S U) PLAN FILLED CELL PER PLAN WOOD POST PER PLAN PENETRATING�Q a .a •° ---I I N=I I -I _ PIPE W FOR SIZE AND BASE -) I(=I=III= I I=I I= I= W Z W CONNECTION - °... e," , GRADE �' •' - i � (� 0 — --__ 4 a.. -,...,... -- _ — 1 —ISI=I — U) �. M TOP COURSE TO BE - ■:.. -` .�..I - I �_� I=I-`_" I=I I-I_=I I p Q 0 GARAGE _ CHAIR BLOCKS. PVC SLEEVE T III- I I I I I I= I- - _�_a ENTIRE BASE TO BE io �I I ISI I I—I I=) WPI W 11 SLOPE ---- FILLED SOLID MIN. DIAMETER -� I�I=I-- _ - I j ___ SEE FDN PLAN _ I , W PER DOOR MANUFACTURER TO BE 2 PIPE -I I_-) i) T- - FOOTING PER PLAN I - I I I I I "� W TOP VIEW CORNER SEE ELEVATION ; - FOR SIZE 0 n W ::° SIZES LARGER -III-III-1i'1=-� CLEAN COMPACTED FILL -III_ & REINF. EXTEND SLAB OUT 1 1/2'" AT w/ 1 # THAN THE @ 95% STANDARD DENSITY Z CMU BASE 5 � = Q � FRONT ENTRY DOOR CONC. SLAB PER VERTICAL @ EACH PENETRATING (SIDE VIEW) PIPE VERTICAL THRU FDN F- W O LU & GARAGE ENTRY S FOUNDATION PLAN GARAGE WALL PIPE ,_ THRESHOLD PER SWING DOOR BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE ° ° Q W 0. MANUFACTURER .-__._..__. O "" V u� ' CENTERED AT PIPE Z , PVC OR SCH40 wQ Cy ,a CONC. SLAB PER v DRIVEWAY BY SEE FOUNDATION FOR m a Q 8" C.M.U. FINISH PENETRATION SLEEVE - V U) FOUNDATION PLAN W- BUILDER- CONCRETE PAD SIZE w W m 01411 w PER ELEV. M OR PAVERS �' :Q ° w a N Z M CONC. SLAB OR ° y w FINISH FLOOR -_- - ° =: ° <� _ _ O title PAVERS PER PLAN ° 4 O Q M 1 ' 4e,' ... :.. ISI =III= n. o. N ._ .., ° �SLOPE ° e . , j ?: PENETRATING M , e MANUFACTURER _ - - ' ' t 11, PIPE ___ I� ° BLDG DESIGN: PER DOOR MANU SLOPE EXT. SURFACE III-) I I—I — - —I I i I f=` CLEAN COMPACTED a, ° I r'' LOOP TIE (TYP.) I — ° • �l •, °' =—I—I I STRUCTURAL ENG MCD rr I FILL @ 95 /o STANDARD s •°• OR GRADE 1/8 PER:� a° a 4 - _ . _._..._ _....__.. - d - , : �" : • FOOTING PER i g : - ° a DRAFTING: FOOT AWAY FROM I _I I I I I I DENSITY - I- ° 1 "' PLAN ° I I= - --- " " I I ate° �. ° „ 8 x 8 THICKENED - 4 .. ;•-■ �": _ -DESIGN, BUILDING g 3 COVER TYP. CLEAN COMPACTED z-STRU.CT: DP/DJ ELASTOMERIC JOINT EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD - - = _ -' ° I- PVC SLEEVE -_ I=I I �) I E FI I I (- 4' ° .n ...� ._._.._.. •-,I -III I SEE FDN. III_ ..QC�CHECK; CC FILLER DENSITY FRONT VIEW -I I PLAN FOR I- _ DOOR fiFikFOOTING ENTRY MASONRY COLUMN ( )izE & I�Ellyl;.: JOB N�•PSQ-21711x5 F11 EXTERIOR DOOR POURED SILL F1 THICKENED EDGE @ GARAGE@ 3/4"=1'-0" 3/4"'=1'-0" PIPE PERPENDICULAR TO FND scaLl�:: As INDICATED 3/4"=1'-0" DATE: 07/20/17 AF4\TYPICAL FOUNDATION PENETRATIONS 3/411=1'-0"S3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST 'i METAL LATH OR WIRE SCREEN THE GROUT 1S LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS 1 D TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK Ti BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL 13000 psi CONC, w/ (1) #5 DIA. REBAR a . °�— STD. 90 DEGREE ANGLE 3000 psi ° L : d. ' 1 "1",^t I- CONC. w/ (1) #5 DIA. REBAR 4 ° CORNER AS REQ'D INDICATED IN GRADE 60 a BEND 0 • �., '. 4.... .. 4. ; LENGTH' a . NO LINTEL, #5 TO BE W.••1 rTYPI AL SHEAR WALL HOOK PER ° ;': '•: .LINTEL PER PLAN C 1 D HOOKED INTO 17/8 41/4 7 MD08 I:.a TRANSOM OPENING 91/4 18 SIDE VERTICALS P. 5 5/8 91/2 20 3 55/8 �►. as ° n,. 4d ° .a'. d .° ,• d'' a ' a ° ,a : n q , �'' SEE DOWEL PLAN FOR C 81/16 SEE WF01/SD3 FOR ' FILLED CELL INFO. '"�' MIN. (1) IS REQ'D ON 81/16 181/2 MORE INFO #7 j 4318 9 13/16 16 1/2 35 51/4 EITHER SIDE U.N.O. 213/41 42 d ° J. (2) 2X8 SYP#2 P.T. HEADER 4. TURNED SIDEWAYS. -wit" illimi tolot— d ° a a° ATTACH TO MASONRY .... °.... WALL W/ SIMPSON HU28-2 �pwW z •. • HANGER @ EA. END, W/ +';"• .'`'': MAX. OPENING 4 FT ' o d ° TO MASONRY & (6) 10d .° o wU_ �II CLw d. BOTTOM STEEL IN LINTEL IF ZM(Dp cD w INDICATE- SHOULD HOOK INTO ° VERTICAL CELLS PER MD08 '�. 4. °r .4 °p q'. as ' ROUGH OPENING PER PLAN i'. A 'a TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK Ti BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL 13000 psi CONC, w/ (1) #5 DIA. REBAR a . °�— STD. 90 DEGREE ANGLE 3000 psi ° L : d. ' 1 "1",^t I- CONC. w/ (1) #5 DIA. REBAR 4 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE q da �' MD08 FOR LAP INFO. 'a 4 a .°.. % SCALE: 3/4" = 1'-0" GRADE 60 a BEND 0 • �., '. 4.... .. 4. ; LENGTH' a . NO -SHEAR WALLAT OPENING W.••1 rTYPI AL SHEAR WALL SEGMENT ° ;': '•: .LINTEL PER PLAN C 1 D #3 17/8 41/4 7 15 I:.a TRANSOM OPENING 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 A' . n "; • d FRAME INFILL AROU +: -~. 6 7 WINDOW BY BUILDER , �'' SEE DOWEL PLAN FOR 33/4 81/16 SEE WF01/SD3 FOR ' FILLED CELL INFO. '"�' MIN. (1) IS REQ'D ON 81/16 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE q da �' MD08 FOR LAP INFO. 'a 4 a .°.. DO TYPICAL MASONRY CONSTRUCTION % SCALE: 3/4" = 1'-0" GRADE 60 a BEND 0 • �., '. 4.... .. 4. ; LENGTH' a . NO -SHEAR WALLAT OPENING W.••1 rTYPI AL SHEAR WALL SEGMENT 1A, ;': '•: .LINTEL PER PLAN C 1 D #3 17/8 41/4 7 15 21/4 DO TYPICAL MASONRY CONSTRUCTION LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) % SCALE: 3/4" = 1'-0" GRADE 60 SEE PLAN FOR TOP OF WALL AND LINTEL INFO BEND 0 • �., '. 4.... .. 4. ; LENGTH' LAP SPLICE W.••1 11 B C , -• 1A, ;': '•: .LINTEL PER PLAN C 1 D #3 17/8 41/4 7 15 21/4 TRANSOM OPENING 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 "; • '. ..' FRAME INFILL AROU +: -~. 33/4 7 WINDOW BY BUILDER ``° �'' SEE DOWEL PLAN FOR 33/4 81/16 SEE WF01/SD3 FOR ' FILLED CELL INFO. '"�' MIN. (1) IS REQ'D ON 81/16 181/2 MORE INFO #7 j 4318 9 13/16 16 1/2 35 51/4 EITHER SIDE U.N.O. 213/41 42 J. (2) 2X8 SYP#2 P.T. HEADER 4. TURNED SIDEWAYS. ATTACH TO MASONRY .... WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING t •. • HANGER @ EA. END, W/ +';"• .'`'': MAX. OPENING 4 FT ' ..; (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH' LAP SPLICE A 11 B C , , D 1A, " B C 1 D #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 j 4318 9 13/16 16 1/2 35 51/4 913/16 213/41 42 U 1 #3=2%2' #4=2%2' #5=2%" #6=3" #7=3%" PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE W APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE QUALITY LOTTS &POWERS STEEL APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL o STANDARD LINTELS STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. LL 2'-2"', 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY U) 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. 3'-2" 1217 2165/1969 6113/ 2931 8672/4576 10000/6224 J. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. z 3'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 8" BEARING EA. END � U_ 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN I- 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT z w O 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O R 0 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 1- O w 7'-0" 416 752/699 1843/1625 3486/2602 6390 / 3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CL LU Z CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR. THE LOADS.. 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 U U 10'-0"! 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN, DIMS w w 10'-8 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W = LU 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 0 Ii`_ m -- -- -- 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL W 12'-8 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS q 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0 0 292/0 1160/0 1660/0 2439/0 MATERIALS 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSI, ®�C®®®®® LLi 181-811 1 0 142/0 598/0 1114/0 1468/0 2. f PRESTRESSED LINTELS = 6000 psi. ®r ••®'®1°®°'•• iJi ®��®� a 00 Uj 20'-0 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP, - ®� �• Y o 20'-8"' 0 145/0 550/0 981/0 1376 / 0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE `'- ® Og = z 22'-8 0 110 / 0 450 / 0 824 / 0 1147 / 0 STRENGTH = 1900 PSL 2 Co Q O® y RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW 0- U -i Q CLEAR OPENING 8R6-1 B/8R6-0B 8R14-1 B/8R14-0B 8R22-1 B/8R22-06 RELAXATION. 7/32 WIRE PER ASTM A510. , •. "• ��`� z 2'-41', 1694/1694 3725/3280 5499/5421 �� ••®•®®•• �'� Q 2'-8 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE ®"'°� A r P ®� ®� LL LL 3'-0"' 1230/1230 2769/2769 4085/4085 m 3'4" 1081/920 2769/1716 4085/2839 F =FILLED WITH GROUT / 4'-4 8461833 2121/1716 3127/2839 MARK LINTEL REQUIREMENTS U =UNFILLED R = RECESSED 5'-411' 664/572 1761/1761 2595/2595 QUANTITY OF #5 REBAR @ `./ p 6'-4" 526/434 1539/1539 1329/2267 0 8RF6-1 B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY 7'-4" 480 / 322 1334 / 1334 1964 / 1552 8 F 1 6-1 B/ 1 T 8'-4' 415/235 1152/1152 1694/1552 O 8F8-1B/1T �. _ J QUANTITY OF #5 REBAR AT TOPU o. 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8RF14-1B/1T NOMINAL HEIGHT -� 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL WIDTH F- Z 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED.. 8F16-1B/1T z U o OTYPE DESIGNATION o E 8RF14-0B/1T WALL LEGEND 8F20 -113/1T = 9'-4" T.O.M. =INTERIOR/EXTERIOR D _ #5 REBAR AT TOP MIN. (1) REQ'D Z O BEARING WALL (OR LINTEL O 8F20-0B/1T U .-j O ® = 10'-8" T.O.M. IF REFERENCED ON SHEET - z C.M.U. H S4). VERIFY HEIGHT W/ O 8RF22-1 B/1T g GROUT w 14'-8" 6'-01" ARCHITECTURAL PLANS 0 Z #5 REBAR AT BOTTOM OF LINTEL - U.N.O. O 8F24-1B/1T `T CAVITY `n 0 8RF22-0B/1T BOTTOM REINFORCING PROVIDED L 7-5/8" ACU IN LINTEL (VARIES) V D O O O 8F24-0B/1T 8" NOMINAL WIDTH Z O CD 8-0 0 8RF30-1B/1T FILLED Q p 0z p 8F32-1B/1T 1-1/2" CLEAR m 0 ti O O 0 8RF30-0B/1T a a z 0 J O w M E M H z #5 REBAR AT TOP MIN. (1) REQ'D - oi5 w "� co _, % v s 81732 -0B/1T V :.a H z - u ¢z CW.U. U¢O_���,E 8F38-1B/1T 002ZUndranOw 6 Z _ F -0 -I. --c W o 8 O 8F12 -1 B/OT m �< 0 0 CIOL s 0 8F40 -1 B/1T �I`- - �I` BOTTOM REINFORCING PROVIDED 0 z Q cn I- Z E M O 7-5/8" ACTUAL IN LINTEL (VARIES) Q < O w<O w 8F28 -1B/1T 8 NOMINAL WIDTH O ^ O Q d Q N M 0 8F40 -o6/1T UNFILLED W z O U N ...I j 0 to CO F- W L6 ti 1-1/2" CLEA~ ZQ I- 2 _ J a °' W �rrw F- o �=#5"REBARA`TTOPMIN.(1)REQ'D LU a o Z w w TOP KNOCK OUT/ LINTEL BLOCK J T-0„ M U)O U) w ; a .. COURSE I-XW V U ©I— a s #5 REBAR AT BOTTOM MIN. (1) Z rte'- m Q REQ'D a' J 0 .- CV O ��------,� 16 GA. POWERS STEEL BOXED r" O p N D OMIN. 8" WIDE X 8" LONG np. J 7-5/8" ACTUAL LINTEL w Q Q BEAM POCKET. SEE 8" NOMINAL WIDTH > J FRAMING PLAN FOR POWERS STEEL J W 00 © BEAM INFORMATIONUJ W i°o M. " SAFE LOAD TABLE NOTES _ .1 Fi z 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W O 60 °p d LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2", SAFE LOADS FOR ALL D.. O r' RECESSED LINTELS BASED ON 4" NOMINAL BEARING. j 1 MIN. 2. 0 = NOT RATED, 0 41-811 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. b co <C S r4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR m o� 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING O Z �-�— ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. W0cl . N 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. OMIN. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY BLDG DESIGN: --- CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF STRUCTURALENG: MCD 16'-0"DRAFTING: SUPPORT. -DESIGN --- ° 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER M" 1. • �--�• _-STRUCT DP/DJ �.. a °• 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, QC CHECK. ...._.__.._. _ CC LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 180° HOOK JOB No. PSQ-2179165 SCALE: AS INDICATED 4DO8R8EBAR SPLICE DETAIL LINTEL PLAN DATE: 07/20/17 _ _ . SCALE: 3/4" = 1'-0" 1/811=11-011- /811=11-011 n contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES LLC is strictly prohibited. mima COPYRIGHT MCD 2015: The informatlo tp p Y Y p � Y FIRST WALL LEGEND SIMPSON HU24-2 EACH END. Uj= o ao C2 BLOCKING TO BE INSTALLED BETWEEN TOP CHORDS QC CHECK: Q c�) w �WLLI �1 SCALE: DATE: I= 1 Q C3 CJ5 0 w CJ = Z W 0 0 CJ3 Q QwIL J = 9'-4" T.O.M. = INTERIOR/EXTERIOR O Cil cM� 3 cnU U) < co 0 v W �C M BEARING WALL (OR LINTEL -J cn p 01 Z X dr- aN 2 ® _ IF REFERENCED ON SHEET - 10'-8"T.O.M.. w STRUCTURAL ENG: MCD ____.... ...... _....... _._____ __.. .._....._...._ DRAFTING: -DESIGN: --- S4). VERIFY HEIGHT W/ Q 20 ARCHITECTURAL PLANS w _ WS1 U.N.O. 0 z D ` O - � < Z J 0 Ro o r W C7 C__O 01 (7ED W O w -n N N N N a LD02 CJ3 w w� O D d_ o 'l �� 0¢ U z Q CL D1 CJ5 W = W U W 4 N • • J W Fa 9Lj� 01 CL D Q = y� �•®• Y o0 e� w o F11G J tYS * Q - J Z ¢ W av o Q �j ds�1_1 iF1 2 w�> Q ��� ®®®®®®`®®� W 0 o p F 11 D U Vii® S1 �� IL flit D ° 0 m i O F O > 0 w O WS 1 D a ol��JT c F11 D0 B 5 19 U SD1 B 4 :1:8] W12 F11 W 0 0 FTS I , Q w `= 1= C14 C14 r i i F 1 i H 4 18 F1.1 N Q O U Stili LL i i ■i O FO Z 0 _.I_i 1,SD Q O z U0 ■'' BLO _ F6G j H 0 WS1 O W z BW1 FiG p U z H2x8 Z — BW1` -� � -n -n -n 0 m C7 r. cfl co co «� D U ( 1'j vLU o o S1 BW1 S1 z Z ti N C1�Z�M� E D p 0,5w tomo c� Z 0 a (D' 00 n. tt z LL --��azao =)<00W °z w ----- I 2 ■ ■ CONNECT FT4 TO LVL U) _ 2 ui c -n -n -n w -n -� ____ " opo ■ W/ SIMPSON HHUS2$-2 �/ 0 Q z o 0= FT4 III O O U�U- a�OUQa I, -------- i IIII G z O z 0 04 Q O U"¢ F1 W H2x8 D (IIII H LL DO D� SD1 BW1 F4 2X4 SYP #2 BLOCKING @ SD1IIII LEDGER G2 p H 16" O.C. ATTACH EACH END TO TRUSSES W/ LD04 BOTTOM @ I j F4 (3)12d TOE -NAILS. ATTACH F1 D 10'-8" IIII W TO WALL WS1 E18 BLOCKING D65.25x16 VB BELOW W/ SIMPSON DTC 1 II BOTTOM U LL D FT2 CLIP IIII G4 @ 9'-4° 0 F1 F1 W Z Z b. El< D FT1 D CJ CJ z 0 r FIRST FLOOR SIMPSON HU24-2 EACH END. PLAN o ao C2 BLOCKING TO BE INSTALLED BETWEEN TOP CHORDS QC CHECK: Q c�) w �WLLI �1 SCALE: DATE: I= 1 C3 CJ5 0 w CJ = Z W CJ3 Q QwIL J W Cil cM� 3 cnU U) < co 0 v W �C M cn p 01 Z X dr- aN FIRST FLOOR FRAMING PLAN o ao QC CHECK: Q c�) w �WLLI �1 SCALE: DATE: I= LLJ J > 2LLI 0 w = Z W U0 Q QwIL W cnU U) < W �C M cn p 01 Z X dr- aN Cil BLDG DESIGN: --- STRUCTURAL ENG: MCD ____.... ...... _....... _._____ __.. .._....._...._ DRAFTING: -DESIGN: --- FIRST FLOOR FRAMING PLAN -STRUCT: DP / DJ QC CHECK: CC JOB No. PSQ-2171165 SCALE: DATE: AS INDICATED 07/20/17 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/4'1=11-011 S5C COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE Lu Q CONNECTION &FASTENERS UPLIFT VALUES VALUES ¢ ao TAG HEADER FASTENERS TAG STUD LUMBER CAP. BLOCKING O (2)2X4 SPF #2 BUNT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) TAG BEAM SIZE CONNECTIONS Q o SPACING SPECIES TOP BOTTOM (plf) O ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d B (3)2X4 SPF #2 BUILT UP STUD COLUMN HETA16 w/(9) 1Odx13" NAILS OR FRAME TO CMU 1$10 1$10 TO POST: SIMP. HTS20 OR MSTA18 �- H2x6 (2)2x6 #2 SYP w/3" FLITCH PLATE 16d NAILS BW1 16" SPF TOENAILS TOENAILS NO MID -SPAN l HETA20 w/(9) 1 O x 12' NAILS TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS = UPLIFT 2 HETA16 OR (2)HETA20 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 ►- << C (4)2X4 SPF #2 BUILT UP STUD COLUMN O B2x8 WITH 1/2" FLITCH 1" 2' w = H2x8 (2)2x8 #2 SYP w/1"' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) SP4 W/(6) SP4 W/(6) (1)ply 2035 (I)ply 2035 w/(6)10d NAILS & (14)4x24 O Z 2 16d NAILS BW2 16" SPF 1„ 1„ 570 plf MID -SPAN (1)ply TRUSS (10)1 Od x 112 NAILS FRAME TO CMU PLATE 1 Od x 12 NAILS 1 Od x 12 NAILS (2)ply 2500 (2)ply 2500 TAPCONS u) O ATTACH KING STUD TO HEADER w/(10) D (2)2X6 SPF #2 BUILT UP STUD COLUMN (2)ply TRUSS (12) 16d x 1" NAILS ON MASONRY: (1) SIMP. MSTAM24 < w H2x10 2)2x10 #2 SYP w/3 FLITCH PLATE SP4 W/(6) SP4 W/(6) HETA16 w/(18)1 Od x 12' NAILS OR H10A 1015 H10A 1340 � z 16d NAILS BW3 16 SPF 570 plf 1rd. PT. a �„ FRAME TO FRAME > Z w O I Od x 12" NAILS 1Od x 12" NAILS 3 (2)ply TRUSS HETA20 w/(18) 1 Od x 12 NAILS H1OA-2 1070 H1 OA -2 1245 TO POST: SIMP. HTS20 OR LSTA18 O Q L H H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) O (3)2X6 SPF #2 BUILT UP STUD COLUMN 16d NAILS (3) 12d (3) 12d NO HTS20 w/(24)1 Od x 11" NAILS TO BEAM: SIMP. HUC410 w/(18)16d & CL O W gW4 MID -SPAN :14 2 FRAME TO FRAME 1245 1450 (2)2x10 #2 SYP (10) 10d NAILS W LL (D Z 12 SPF TOENAILS TOENAILS UPLIFT E (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) B2x10 WITH 1/2 FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od w - Q H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O (2)2X8 SPF #2 BUILT UP STUD COLUMN aa 1 PLATE NAILS & (18)3"x24' TAPCONS H V Q U 16d NAILS SP4 W/(6) SP4 W/(6) 5� (2)HTS20 w/(24)1 Od x 12' NAILS FRAME TO FRAME 2490 2900 ON MASONRY: (1) SIMP. MSTAM24 O 0 Z BW5 12" SPF 1„ �„ 760 plf MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 10d x 1� NAILS 1 O x 12 NAILS W H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) = Q F- in O (3)2X$ SPF #2 BUILT UP STUD COLUMN = w 16d NAILS TO POST: SIMP. HTS20 OR LSTA18 -- - SP4 W/(6) SP4 W/(6) 6 H2.5A w/(10)8d FRAME TO FRAME 535 600 BW6 12" SPF 10d x 11" NAILS 10d x 11" NAILS 760 plf 3rd. PT. TO BEAM: SIMP. HUC410 w/(18)16d & ATTACH KING STUD TO HEADER w/(10) 2 2 c H > (3)2X4 SYP #2 BUILT UP STUD COLUMN (2)2x12 #2 SYP (10) 10d NAILS H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS v MTS 12 w/(14)1 Od x 12' NAILS W (3) 12d (3) 12d NO FRAME TO FRAME 860 1000 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od w (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)1'x24" TAPCONS a H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) BW7 16" SYP TOENAILS TOENAILS UPLIFT MID -SPAN O (2)2X6 SYP #2 BUILT UP STUD COLUMN ON MASONRY: (2) SIMP. MSTAM24 w 16d NAILS MGT w/(22)1 Od 8" EPDXY ANCHOR WSIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 O �� ®w9Yliblb®�®®� LLi M BW8 16„ SYP SP4 W1(6) SP4 W/(6) 5" EMBEDMENT V `��� �r d �®id® a (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) 1 Od x 12 NAILS 10d x 12" NAILS 664 plf MID -SPAN K (2)2X8 SYP #2 BUILT UP STUD COLUMN TO POST: SIMP. HTS20 OR LSTA18 Z °�® 0°°'►`�J�jL®� LLI 00 H3x12 PLATE BETWEEN PLIES 16d NAILS HTT4 w/(18)16d x 22 NAILS & e" EPDXY ANCHOR w/SIMP. Q ��#P °®° ® _ . �e C� 9E FRAME TO CMU 3640 4235 TO BEAM: SIMP. HUC410 w/(18)16d & ®0 41 °° Z tV W9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 1rd. PT. L 4x4 SYP #2 POST SET EPDXY MIN. 7 EMBEDMENT cri ®� �aa „. B 3 (10) 10d NAILS � �f s � = CU HEADER SUPPORT # JACKS/KINGS REQ D. @ OPENING 10d x 12" NAILS 10d x 13" NAILS O 83.5x11. (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od W ® o ° Q �p HGT-2 w/ 16 10d NAILS w/" EPDXY ANCHOR w/SIMP. SET 25 NAILS & (18) x24 TAPCONS a :®� s- ; r LLI Q SEE PLAN FOR WALL WIDTH 10 ( ) EPDXY MIN 5" EMBEDMENT FRAME TO CMU 6280 6280 4 OPENING SIZE (2) 12d (2) 12d NO M 6x6 SYP #2 POST JACKS @ EA. END KINGS @ EA. END BW1q 12" SYP MID -SPAN O ON MASONRY: (2) SIMP. MSTAM24 <t ;, y'®® � � "`" Z TOENAILS TOENAILS UPLIFT _ °O°® •'® a d 1'-0" TO 3'-11" 1 1 11 HTSM16 w/(8)1 Od NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 ®�®� °004,00 ®®` 0 TO POST: SIMP. HTS20 OR LSTA18 O *41111111111% 2 BW11 12'" SYP SP4 W/(6) SP4 W/i6) p MID -SPAN <8> 8x8 SYP #2 POST Z 885 If TO BEAM: SIMP. HUC410 w/(18)16d & 4 -0 TO 7.11 2 10d x 13 NAILS 1 O x 12 NAILS 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 (10) 10d NAILS O P 3-1/2"x3-1/2" LVL COLUMN. 83.5x11. (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Dd to 8'-0" TO`9'-11" 2 3 SP4 W/(6) SP4 W/(6) 875 �� O BW12 12" SYP 1„ 885 pIf 1rd. PT. ( ) NAILS & (18)1"x22" TAPCONS > 10d x 1 NAILS 10d x 11" NAILS 3 13 (2)LSTA18 w/ 14 1Od NAILS HEADER TO STUDS 2220 2470 ( )4 4 O 2 2 ON MASONRY: (2) SIMP. MSTAM24 X • �, 10'-0" TO 12'-0" 3 4 <8> 3-1/2"'x5-1/4" LVL COLUMN. D' SP4 W/(6) SP4 W/(6) W Q �„ T BW13 16" SPF 1„ 280 plf MID -SPAN 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pIf STANDARD HEADER NOTES 10d x 12 NAILS 10d x 12" NAILS TO POST: SIMP. HTS20 (7R LSTA18 _ V�3� o @ 32"o.c. @ 32 O.C. R 3-1/2"x7" LVL COLUMN. TO BEAM: SIMP. HUC410 w/(18)16d & U Q o O (10) 10d NAILS _ � �Q Z 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D, SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 83.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od IY Z U O IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF 1„ 380 plf MID -SPAN APPROVAL FROM E.O.R. 10d x 12 NAILS 10d x 12" NAILS O 3-1/2"x9-1/2" LVL COLUMN. _ NAILS & (18)'-4"x243-" TAPCONS (0 0 @ 24"o.c. @ 24"o.c. 16 MSTC28 w/ 3616d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24 0 � Z � 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ( ) r ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 5-1/4"x5-1/4" LVL COLUMN. W `,,� O 9��G�� U 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE STANDARD BEARING WALL W/STRAPS NOTES T SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 O o 2~ 9G �� �� � TO POST: (2) SIMP. HTS20 OR LSTA18 Z c,i 4�' NAILS @12 O.C. ONE SIDE. MIN. 2 FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY WPLAN FOR WALL SIZE, ASSUME 2x4 STUDS U.N.O. V 5.1/4 x7 LVL COLUMN. ON MASONRY: (2) SIMP. MSTAM24 0 Z O� HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO O LTT20B w/(10) 10d NAILS & �'EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 5.25x16 3 1.75"x16" LVL ~ O MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 18 ( ) EPDXY MIN 7" EMBEDMENT CMU 1290 1300 O * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) U �_ co 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2X6 STUDS. USE X TV" LVL COLUMN. ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. J W Q PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. O HTT4 w/(18) 16d x 22 NAILS w/e EPDXY ANCHOR WSIMP. EACH SIDE w 5. IF MORE THEN (I)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4: IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 19 SET EPDXY MIN. 7" EMBEDMENT -AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 = USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW'CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. Y 3 1/2" X 11 7/8" LVL COLUMN _ � 1 1" TO POST: 2 SIMP. HTS20 OR LSTA18 I WFD$/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 20 (3)HTS20 w!(24)10d x 12 NAILS FRAME TO FRAME 3735 4350 O 0 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. il' AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY - (2) SIMP. MSTAM24 U 7. BASE PLATE TO BE ATTACHED TO FOOTING USING z J -BOLTS OR EPDXY ( ( ) 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & O 5 1/4" X 9 1/2" LVL COLUMN 83.5x20 (2) 1.75"x20 LVL U Z 8. SEE DTL. WF09/SD2 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. W/ 7" MIN. EMBEDMENT, USE SIMPSON SET -XP EPDXY W/ EPDXY 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) Zt 25 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. �+ �^+ �+ O STANDARD COLUMN NOTES ROWS OF 1/4 X 3 112 SDS SCREWS @ 24 O.C. � .� 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. R EACH SIDE O m '"-� z ROOF NOTES. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 �+ U ti o SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. STANDARD BEAM NOTE`? `t co o W -' N 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE GT w/ (22) 1 Od NAILS TO GIRDER & (1) 5/8" A.T.R. THRU Z Ca z Uj M �. E 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 23 BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 O 06 � Z U? U_ c� ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. BE P.T. OR WOLMANIZED. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12 w 7 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM U E Z (DU o ,� ON PLAN. O O w z ca CONVENTIONAL FRAMING SHALL BE 16 O.C. MAX. OR OTHERWISE NOTED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP r O W (0 Z c 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. AN AR CONNECTOR NOTES 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS SOLID POSTS. AT EXTERIOR CONDITIONS Cu"I" D D 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF -� Q Z c AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. 4x4: ABU44 w/(12)16d NAILS & e"EPDXY ANCHOR WMIN. 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM z p W O u� 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE p Z q = c W z SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2 GAP FROM TOP PLATE TO TRUSS 7" EMBEDMENT E CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP: HETA16/20, U,N.O. ON PLAN. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) <( Q � Q w Z O BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 6x6: ABU66 w/(12)16d NAILS & $ EPDXY ANCHOR WMIN. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE TOENAILS. 7„ EMBEDMENT O U O a 12d OENA COLUMN. 5 AT FLO R TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. p Q � r✓a 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 8x8: ABU 88 w/(18)16d NAILS & (2) $ EPDXY ANCHORS w/ SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ Z c>r N -� CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. MIN. 7" EMBEDMENT 24"o.c. R 32"o.c.) 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT W W ZO w N << WRITTEN _ J 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX, ARE U � � ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNE T ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. APPROVAL FROM THE E.O.R. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. I"- O WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS <Zt 7 .r..- B) ATTIC LOCATED HVAC UMTS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TDP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 W ` 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS FOR 2 -PLY U.N.O. ON PLAN = W OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR/� L SCHEDULE 3 ~ 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. NA. CON ECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. U � EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS IF UPLI,T EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. O DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. NAILING SCHEDULE: STANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. w Z .4 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. z 0 e - THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: '� gd 131 x 22 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. W �- O � TRUSSES " 1' 10. USE 5/8 TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16 OSB (WITH SHINGLE), 5/8 OR 19/32 OSB (WITH TILE) 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16J20 0 4 J ABOVE THE GARAGE, FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" W O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND .148" x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. W (,/) W b" 11 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR 10d IF UPLIOT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. ? Waj PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF f- "� OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP 12d 148" x 34" Q W DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW SPACED NO MORE THAN 24 O.C. FLOOR FRAMING NOTES = Z U, AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS:1„ PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B.. AND SHALL BE NAILED (1) ROW @ 3" O.C. 16d 162 x 32 GENERAL NOTES W a SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER-' Z ❑ V S TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED AND THE E.O.R. 1S 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. LU EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS: 8d RING SHANK .113" x 2g 2. REFERTO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. a U t� „ _ NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS Uj CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. W � CN SEE WF10/SD4 FOR MORE INFO. NAILING NOTES N DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE � Z 12. IF DESIGN NAILS: NAILING SCHEDULE X 4 N ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 1 CONTRACTOR MAY USE A DIFFERENT NAIL THEN FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT DED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK; NG AS IT MEETS OR EXCEEDS THE (FLOOR TRUSSES). - BLDG DESIGN: --- AD INDICATED AS LO SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE NAILS: 'NAILS USED iN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN STRUCTURAL ENG MCD AREAS. THIS LOADS CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY DIAMETER AND LENGTH INDICATED. NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON DRAFTING: THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. EDGES AND 12" IN FIELD. DESIGN: --- STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGERSTRUCT: DP / DJ BUILDER NOTE: BE IN ACCORDANCE WITH ASTM A 153. NOTES. ....._ ._.:.__. __.__._ NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT QC CHECK: CC IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING - -- JOB No. PSQ-2171165 LAYOUT 24/16 SPAN RATED SHEATHINGNOTES TO AVOID CONFLICT. . REQUIRES BLOCKING AT ALL UNSUPPORTED 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. SCALE:. �AS INDICATED. ____ PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END STOP---- 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES WITH (3) 1 O TOENAILS.CONNECTOR LEGEND DATE. 07/20/17 REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE.S6 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. H2x6 H2x6 CJ 1 ' "^W H2x6 WALL LEGEND w Qa 0 0 0 [� = 9'-4" T.O.M. = INTERIOR/EXTERIOR - - - - BEARING WALL (OR LINTEL = 10'-8" T.O.M. IF REFERENCED ON SHEET uJ S4). VERIFY HEIGHT W/ H ARCHITECTURAL PLANS U_ _ U.N.O. O z 10I— O ow EXTERIOR FRAME WALL z z SCHEDULE O 0 (PARK SQUARE) C W Z WALLS WITH PLASTER OR STUCCO FINISHES _ _ SPACING SPACING F- C) Q U z WALL HEIGHT STUD & SPECIES O (1) U INTERIOR ZONE END ZONE J W UJ LU 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX _ I=- m I-- 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX W W �q LU 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16 O.C. MAX _3 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX ���r1iII�Bp��l®® LH co � o a00 - EXTERIOR FRAME WALL NOTES®®®� �� Y o �� �Cf) •®.Li J Z 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED ''a • iw O Ds� J _� C_7 UJ TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR gcs IX• et = ❑ '5 REQUIRED STUD SPACING. Q :•, c� o'p ® w 0 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS = d.®•• & NAILING PATTERN. U -....sees ®®, O 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE p®o P ®® m U_NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF (0 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN Z 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS > 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE 4 N FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED a ED FOR SPF #1/#2 STUDS ONLY. OI��Jo v 5. 1F EXT, FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCON _ a y1��3J FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. Id O z° W Z U o 0 ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B ©� Z STANDARD 2ND FLOOR FRAMING o NOTES: z "o$ � I- Z 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR � z WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. p J W Uj 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: Uj OPENING SITTING ON MASONRY WS06/SD5(STRAPS/ BASE � CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT go ON PLANS OR SHEATHING IS NOT CONTINUOUS) w try OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Q 0 SHEATHING IS NOT CONTINUOUS) Z m 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O wJ a Q Z WJ Z o I Z ❑ 06W(A J W -8 (7Q90 U , c Q Li. Z OI—COWIL p�wzo ' Z Z �m1:2U) , ZM--Oww o ❑¢ 2 p<aWE' ZO O U o O qa ❑ Q��Nr LLILLO O (W 04 _ -' F_ U. ❑ I--- z h- p -- F<- W = W O ry i U) o z Z 0 a UJ WJW U 'Q W IY =ZLU� _j Q d Q Uj W = t FnV U) Q W -W, OTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND S7CCOPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p 04 e.- � a nom. N BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: .__ -STRUCT: --------- DP/DJ 'QC CHECK: CC JOB No. PSQ-2171165 SCALE:AS INDICATED ROOF FRAMING P DATE 07/20/17 OTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND S7CCOPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W V_ V_ 00Q p o OF OPENING SHEATHING PER PLAN STRUCTURAL O SHEATHING PER PLAN • ' PROVIDE STANDARD 2x6x12 P.T. CENTER H10A U.N.O. SHEATHING U_ _ A "'`"" ", I H10A U.N.O. H10A U.N.O. w • ' .' w HOOK BUCK 2 ca •" •... ,. •...• •. � 1/2" J -BOLT w/ 5-1/2 ~ w .•�:-.'.�;.. EMBED.CENTERED FRAME OUT TO BLOCK O EDGE AS REQ'D FRAME OUT TO BLOCK I - 2x6 P.T. NAILER FRAME OUT TO BLOCK EDGE z ¢ iy (1) #5 IN TIE BEAM ATTACHED w/ 1 1/4"x O EDGE AS REQ D I- z wQ 2-3/4" TAPCONS @ 24"' O O cr .11 �� •• •:N° (1) #5 BAR IN PRECAST O.C. AMX. & 4" FROM I � p .. LINTEL ENDS I (2) 2x TOP PLATE a, H O w �1•'• ".:i+ ; ; {�.. (2) #5's VERTICAL IN • 1/2" x 8 J -BOLT w 0 GARAGE WALL OR EPDXY ACHOR (2) 2x #2 SYP SEE PLAN 0- (� 4 GROUT FILLED CELL I (2) 2x PLATE @ w W : ' BEYOND (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN 32" O.C. & 6" FROM I FOR BEAM SIZE (ONLY = _ FOR BEAM SIZE I IF OPENING PROVIDED U U ' z 40- EACH END W/WASHER PER PLAN) 0 CO z 2x6 P.T. BUCK EACHMIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE W w w ENTIRE COLUMN TO a m SIDE OF OPENING WALL WITH STUDS @ I WALL WITH STUDS @ I I MIN. 2x4 SPF #2 KNEE Q Q m BE GROUT FILLED ly .. t '.�; •,': �.• � �- � (5) 1/2" DIA. J -BOLT W/ 16 O.C. W/ I (2) 2x #2 SYP SEEPLAN 16" O.C. W/ I 2x PT BOTTOM WALL w/ STUDS @ 16" STRUCTURAL STRUCTURAL PLATE U.N.O. O.C. w/ STRUCTURAL W 5-1/2" EMBED. AT EA. FOR BEAM SIZE I SHEATHING FROM ' a' •° , ° •. (1) #5 VERTICAL IN � c� SHEATHING ON BOTH SHEATHING ON BOTH � v) GROUT FILLED CELL (IF DOOR BRACKET, EA. SIDES FROM TOP OF I SIDES FROM TOP OF I PRECAST LINTEL OR I TOP OF WALL TO w ° •' W _ ¢ SIDE OF DOOR. I BOTTOM OF WALL. .. REQ'D PER PLAN) r =o WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE a a PROVIDE 2x2 I ATTACHED PER m > WASHER W/ EA. BEAM. ATTACHED PER RADIUS AS REQ D I O ®�®® °) NOTE: SEE MD 08 ON BEAM. ATTACHED PER •"4. U ® ®off. ®® ® 0) U ANCHOR. (1st BOLT TO NAILING SCHEDULE I NAILING SCHEDULE �Go e� W M LINTEL PLAN FOR dLLJ OTHERWISE SP2 CLIPS I I NAILING SCHEDULEIL BE 8 MAX. ABV. CURB, OTHERWISE SP2 CLIPS CI ®; ®•®® oe ° 2 o ADDIT'L REBAR INFO REST EQ. SPACED MASONRY WALL :� . a � ®o = Y o r AT TOP AND SP1 CLIPS BUILDER FRAME AT BASE ARE REQ'D e „ AT BASE ARE RADIUS AS REQ'D AT TOP AND SP1 CLIPS z ly a _j � z CV -24 O,C.) REQUIRED co w Z a ° Q J a ' • % p DO VERTICAL REINFORCEMENT DETAIL fiDO�GARAGE BUCK DETAIL fiFO KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM AFOkKNEEWALL OVER MASONRY WALL _ �'�®®° 60666 1/2"=11-011 1 /2"=1'-0" 3/4'=1'-0" 3/4"=1'-0" 3/4"=1'-0" u- ®�®®��®® P ®® O 111 OC1 z C V O0 e PRE-ENG.TRUSS PER PLAN 24" O.C. MAX cow ROOFING MATERIAL p 2 2x TOP PLATE W/ zz PER ARCHS O U Q O o P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS (3) 12d END NAILS TO LAST STUD 3/16" SEE FRAMING PLAN 12" O.C. NOTE: THIS DETAIL APPLIES TO THE. 1x6 .a x 2 1/4" " FOR CONNECTION 1x8 FOLLOWING CONDITIONS: x 2 1/4" 12" O.C. 2 PRE -CAST LINTEL PER INFO 2x4 TYPICAL TIE BEAM w/ 3000PLAN x 3 1/4" SEE ELEVATION 1 (1) EXTERIOR FRAME WALL TO CMU 3/16" ° psi CONC, w/(1) #5 REBAR CONT. 7— 2x8 3/16" x 3 1/4" ;.HL TOP OF MASONRY (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO , STD HOOK OPENING SEE ARCH PLANS FOR CMU WALL a 1 a 2x PT STUD OR ALTERNATE 1x PT WATERPROOFING BY OVERHANG INFOBUILDER/OTHERS FURRING TO CMU W/ 2x FRAMING PER PLAN WINDOW/DOOR 01 P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" " 1x8 3/16" x 2 1/4" 12" O.C. 2 2x4 3/16" x 3 1/4" 12" O.C. 1 X6 3/16" X 3 1/4" " 2x8 3/16" x 3 1/4" 12" O.C. 2 W w U C - W 0 W N O 0 4'y9 F- z0 U H00 OPENING SIZE AND NOTES: w w RE. ELEV. TYPICAL FILLED CELL w/ 3000 LOCATION PER PLAN FOR O.H. REFER TO PLAN FOR ADDITIONAL psi CONC. w/(1) #5 REBAR VERT. (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF L=.. LO TYP. SINGLE TIE -BEAM WALL FRAMING INFORMATION VERIFY w/ PLAN FOR REQ"D WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 2 0 W/ (1) #5 CONT. LOCATIONS 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN, FROM EDGE O GROUT SOLID BLOCKING AS SPECIFIED MASONRY WALL PER OF BUCK. w O IN BEARING WALL SCHEDULE PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR V z EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO z p CMU WALLAS REQ'D PER PLAN STRUCTURE BY OTHERS IN THIS CASE. p -� W P.T. BUGS PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO p Z Q z' J -BOLTS OR z" THREADED ROD, SCHEDULE „ O m (� WINDOW PER > EXISTING 2x BUCKED OPENING USE (3) ROWS OF 10d x 3 NAILS 0 � 0 U ti �, ,� 6" FROM EA. END OF WALL, WALL 4 EQ. SPACED �" TITEN HD ANCHORS w/ STAGGERED @ 12" O.C.AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. U 0 rn o FLOOR PLAN OPENINGS & AT 32"o.c. MAX. (6" MIN. O 2 <C J W _, 7N MAX. 2 PLIES OVER INITIAL P.T. BUCK. EMBED.) w/ 2"x2" SQ. WASHERS a MIN. 1 �--"" EMBEDMENT FOR HOLLOW 4: MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME w z co -j-8 e= 1" BLOCK OR 3 1/2" EMBEDMENT FOR SOLID ❑rn NOTE: 22 MASONRY NAILS OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS w Q H z - "- I • PRECAST CONC. OR (HAND OR POWER DRIVEN) BLOCK MAX. 6 FROM TOP AND BOTTOM , (FASTENING) ARE MET. U O p � _ . 0 Vj r ,S @ 16"o.c. MAY BE USEDLL:O. OR 1/4 TAPCON W/ MIN. 2 EMBEDMENT 6 O Z O (D Co �. POWERS STEEL SILL 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID 0- w z 0 J -BOLTS FOR WALLS THAT DO FROM TOP AND BOTTOM AND 12" O.C. 2 W F-- U) _ I-•. - ^ c TYP. @ ALL WINDOWS GROUTED CMU. _ J c/) W z 1Xo 6. WINDOW OR DOOR INSTALLATION BY OTHERS Z CO 0 2 g w ". c NOT CARRY UPLIFT BETWEEN `COO IL d zl--� w o D Z¢�v)E--z EXT FINISH PER PLAN DO BEARING/ SHEARWALL CONNECTION TO CMU PT BASE PLATE DO 2x BUCK DETAIL o J p ¢ ©o 3/4"=1'-0" '-0" -� U O 20- 1/2"=1 ui < :. LL N O N i MAIN FLOOR S W 1 1 U a ELEV`U-0" CONC. SLAB - `, p r . [- SEE FOUNDATION VERT REINFBEYOND • W _ 1— 1— I I- _ LLJ W V PLAN FOR MORE INFO I I=III= I 1-' SEE FOUNDATION �� I I i (A DETAILS FOR FTG INFO I - I_ PLAN MASONRY WALL PER PRE-ENGINEERED 12 SEE ROOF s EATHING O TRUSSES PER PLAN @ (TYP) SEE ELEV. H 24 O. C. MAX. PLAN NAIL PER PLAN ~ V " DOUBLE 2x TOP PLATE � (2) 2x BUILT-UP COL. DOUBLE TOP PLATE w Z fis_' O TYPICAL ONE STORY CMU WALL SECTION H10A U.N.O. IF REQ'D, PROVIDE z O �` ' SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 3/4"=1'-0"' CLOSURE WALL w/ (2) 2x TOP PLATE U) � I• ' O SINGLE TOP AND BASE @ EACH STUD 12d NAILS @ EACH END 0 Q 0 EXT. SHEATHING �� PLATE w/ (2) 16d NAILS U) > TO TRUSS. STUDS @ PRE-ENGINEERED SIMPSON LSTA30 W/ ---- w W W �� EXT. BEAM PER PLAN PT POST PER PLAN ATTACHED PER I �I 24" O.C. & EXT. ROOF TRUSS - SEE (22) 10dNAILS (ALL z = W W NAILING SCHEDULE SHEATHING INSTALLED FRAMING PLAN FOR CORNER CONDITIONS g U 2 ., W FROM TOP OF PER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND = .4 W LAP BEAM PLYS AND � I a NAIL AS SHOWN (5) 10d KNEEWALL TO BOTTOM I � NAILS PER PLY OR SP2 CLIPS AT TOP SEE PLAN FOR NAIL PER PLAN TALLER STUD) w Z EXT. BEAM PER PLAN AND SP1 CLIPS AT CONNECTION W LU O BASE ARE REQ'D. 2x BRG WALL, SEE H Q W CL HTS20 CLIP FROM 2x BLOCKING �' CRICKET AS REQUIRED PLAN FOR STUD SIZE & Z = V a 1 POST TO BEAM SPACING. MIN (2) 2x SEE FLOOR PLAN FOR o ('f WPLAN VIEW TOP OF POST MIN 2x4 STUDS @ 16 UNDER GIRDER TRUSS MORE BRG. WALL INFO Fn W (j)m O/C MAIN SPAN ROOF U.N.O. LU PT POST PER PLAN 2x P.T. PLATE TRUSS X. X. N Z IED ABU POST BASE PER 1/2" x 8" J -BOLT OR EPDXY 2x BLOCKING 2 er W PLAN ANCHOR @ 32" O.C. & 6 SIMPSON LSTA24 EACH (2) 2x TOP PLATE F` p, CL N11 0 . 5/8" THREADED ROD w/ FROM EA. END W/IN STUD ATTACH 2x TO BLDG DESIGN: --- 0NUT SET IN ADHESIVE WASHER, CENTER ON "`'--- META16 U.N.O. 2x BRG WALL, SEE --- PRE -ENG. ROOF BUILT-UP W/ (2) STRUCTURAL ENG: MCD BASE PLATE .._...___ ° PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS DRAFTING: a. 4 r; TOP KNOCK OUT SPACING. MIN (2) 2x STAGGERED @ 8" O.C. _DESIGN: --- 411SEE FOUNDATION t / COURSE W/ (1) #5 MASONRY WALL PER SEE PLAN FOR \ u PLAN FOR ADDITIONAL CONT. UNDER GIRDER TRUSS _ 9 INFO11- TRUCT: DP/DJ PLAN U.N.O..... CONNECTION `QC CHECK:. CC--------__.___. - SIDE VIEW @BASE OF POSTF1 KNEEWALL ABOVE MASONRY WALL F1 SECTION I DOUBLE BEARING F1 STEP @BEARING FRAME WALL JOB No T'PSQ-2171168 fi SCALE: AS INDICATED 3/4"=1'-0" 3/4"=1'-0" -------.__... DATE: 07/20/17 CDO CORNER COLUMN FRAMING 3/4„=1,.0„ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. .......... SD1 SIMPSON A35 CLIPS @ SIMPSON A35 CLIPS @ 24" O.C. 24" O.C. SIMPSON LSTA18 @ SIMPSON LSTA18 @ 48" O.C. AND AT ENDS 48 O.C. AND AT ENDS CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR NAIL GABLE END SHEATHING NOT REQ'D I FOR ADDITIONAL INFO AS REQ'D SHEATHING NOT REQ D TO BE CONT. @ THE 4'-8" < H A 7'-0" (1) 2x4 BRACE TO BE CONT. @ THE (2) 10d NAILSTRANSITION FROM STRONGBACK W/ (1) 2x4 BRACE (2) 10d NAILS TRANSITION FROM @ EA. BOTTOM WALL TO GABLE SIMPSON A23 @ EACH @ EA. BOTTOM BEAM TO GABLE CHORD TRUSS AT 12 O.C. CHORD TRUSS BRACE TO PLATE TRUSS BOT. CHORD t (6) 8d NAILS (MAX. 4" SHELVING. VERTICAL GAP DOUBLE 2x TOP PLATE BETWEEN 12" LONG HOLD TOP OF - 3 1/4" HOLD FASTEN SIDE WALL _ �'- WALL DOWN 1-j" TRUSS BLOCKING.) BEAM PER PLAN 2x4 BLOCKS. SHEATHING PER PLAN. LONG net HORIZONTAL 2x4 BLOCKS.—_/REFER VEXT. TO GE02 REFER TO GE02 2x4 BLOCKS. O.C. ATTACH W/ (6) 8d SHEATHING; CLG. NAILING SURFACE SIMPSON H10A 01 SIMPSON H10A ATTACH PER PLAN < DIAGONAL TO BEAM DIAGONAL TO TOP W (2) 10d NAILS @ EA. PLATE EACH END AND 32" O.C. MAX. (2) 10d NAILS @ EA. BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6s @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. _,.,.,COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTIN( NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER (5) 16d NAILS BRACE - TO BLOCKING 11 (4) 16d NAILS BRACE TO BLOCKING 2x4 SYP#2 BLOCKING @ EA. BAY ADJACENT TO EA. DIAG. AS SHOWN. (4) BAYS MIN. (2) 10d NAILS @ EA. BOTTOM CHORD WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. — 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR BAYS @ EA. DIAL. AS SHOWN, FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D H2.5 CLIP. MAX 2'-0" O.H. II PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. xx GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART NAIL GABLE END GABLE BRACING + I FOR ADDITIONAL INFO AS REQ'D NO BRACE REQUIRED 4'-8" < H A 7'-0" (1) 2x4 BRACE 7'-0" < H tS 9'4" BOTTOM CHORD TO 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H!!C18'-8" STRONGBACK W/ (2) 2x4 BRACE _ -- O.C. MAX. STUD PLATE USING 10d NAILS SIMPSON A23 @ EACH A35 DIAGONAL TO DOWN TO SHELVINGREDUCED _ - •, 16" O.C. MAX. @ AT 12 O.C. ----- LOCATIONS CARRYING HORIZONTAL BLOCK BRACE TO PLATE TRUSS BOT. CHORD CABINETS OR HEAVY (6) 8d NAILS (MAX. 4" SHELVING. VERTICAL GAP BETWEEN 12" LONG HOLD TOP OF BLOCK & TRUSS_ 3 1/4" HOLD 1/2" J -BOLTS w/ _ �'- WALL DOWN 1-j" TRUSS BLOCKING.) BELOW BOTTOM OF 2x BLOCKING x 12" TRUSS BOTTOM LONG net HORIZONTAL CHORD. SIMPSON DTC @ 48" PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" 2x4 BLOCKS. O.C. ATTACH W/ (6) 8d CLG. NAILING SURFACE NAILS (MAX. 4" 01 EMBED) MIN. 6" FROM REFER TO GE02 < VERTICAL GAP W (2) 10d NAILS @ EA. EACH END AND 32" O.C. MAX. (2) 10d NAILS @ EA. W Uj W w W 11 BLOCK & TRUSS TYP. NON -LOAD BEARING WALL PER BOTTOM CHORD W BOTTOM CHORD BOTTOM CHORD/ aur TRUSS BLOCKING.) PLAN. STUDS @ 24" _ Z O 4W REDUCE DTC SPACING J _ z W TO 24" O.C. FOR N SPACING TO BE 2x4 SYP #2 BRACING @ 24" O.C. W 0 Uj WALLS CARRYING T- REDUCED DOWN TO 2x4 BLOCKS. 'a U)Q m FOR FALSE BM ATTACHMENT w/ (3) 10d TOENAILS EA. END 4-- LOADS SUCH AS `- 16" O.C. MAX. @ �'� H C( W REFER TO GE02 o L z C) W 1 SHELVING LOADS SUCH AS 0 I-- 2x TOP PLATE TO GABLE END W/ Q CABINETS OR HEAVY b PROVIDE 16d NAILS = SIMPSON A35 CLIPS @ 16d NAILS @ 6" O.C. SHELVING. W W m 0 GABLE END TRUSS TO LONG @ TRUSS 24 O.C. FRAMING FOR FALSE BEAM, IF REQ'D N Z _ LOCATION FOR CLIP PLT.@12 O.C. MAX. TIE BEAM COURSE w/ (1) w/ (3) 10d NAILS @ EA. TRUSS BRACE ..�... ATTACHMENT, @ 48" F' p„ CMU WALL OR LINTEL 95 CONT. 2x4 STUDS @ 24" O.C. w/ SINGLE FALSE BM PER PLAN BELOW SINGLE TOP PLATE W / BASE &TOP PLATE w/ PLYWOOD IF REQ'D BLDG DESIGN: --- MIN. (4) 8d NAILS. SHEATHING COVERING STRUCTURAL ENG: MCD CMU WALL CONNECTION CLEAR SPAN CONNECTION BELOW BOTTOM OF ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** -DESIGN: --- TRUSS BOTTOM rGE_0'GABLE END @ FLAT CEILING CONNECTIONS DP / DJ _-STRUCT: QC CHECK: cc SINGLE 2x TOP PLATE PERPENDICULAR TRUSS CHORD 3/4"=1'-0" 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6s @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. _,.,.,COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTIN( NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER (5) 16d NAILS BRACE - TO BLOCKING 11 (4) 16d NAILS BRACE TO BLOCKING 2x4 SYP#2 BLOCKING @ EA. BAY ADJACENT TO EA. DIAG. AS SHOWN. (4) BAYS MIN. (2) 10d NAILS @ EA. BOTTOM CHORD WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. — 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR BAYS @ EA. DIAL. AS SHOWN, FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D H2.5 CLIP. MAX 2'-0" O.H. II PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. xx GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H A 7'-0" (1) 2x4 BRACE 7'-0" < H tS 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H!!C18'-8" STRONGBACK W/ (2) 2x4 BRACE \ SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS _ 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL e e rc 2ND 2x4 BRAC IF e ?< REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. EO GABLE END BRACING 3/4"=1'-0" CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART ��. GABLE BRACING (+) SEE CHART z STRONGBACK IF REQ'D PER CHART N AF A GABLE END SHEATHING FASTEN PER PLAN. BLOCKING LOCATION -� FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN. (4) 8d NAILS. SINGLE 2x TOP PLATE PARALLEL TRUSS 2x4 SYP #2 BLOCKING W @ 48" O.C. MAX. W1(3) 12d TOE -NAILS @ EA. _ ROOF SHEATHING PER TYP. NON -LOAD END. REDUCE PLAN ATTACH PER BEARING WALL PER SPACING TO 24" O.C. NAILING SCHEDULE PLAN. STUDS @ 24" @ WALLS CARRYING _ -- O.C. MAX. STUD LOADS SUCH AS SPACING TO BE CABINETS OR HEAVY DOWN TO SHELVINGREDUCED _ - •, 16" O.C. MAX. @ SIMPSON DTC @ EACH ----- LOCATIONS CARRYING HORIZONTAL BLOCK LOADS SUCH AS LOCATION. ATTACH W/ CABINETS OR HEAVY (6) 8d NAILS (MAX. 4" SHELVING. VERTICAL GAP BETWEEN 12" LONG HOLD TOP OF BLOCK & TRUSS_ _ NON -LOAD BEARING BOTTOM CHORD/ _ �'- WALL DOWN 1-j" TRUSS BLOCKING.) BELOW BOTTOM OF 2x BLOCKING x 12" TRUSS BOTTOM LONG net HORIZONTAL CHORD. BLOCKING LOCATION -� FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN. (4) 8d NAILS. SINGLE 2x TOP PLATE PARALLEL TRUSS J W LSTA30 HEADER TO N Q STUDS U.N.O. © Z (2) ROWS 12d NAILS O Q w STAGGERED@ 12" h O.C. � _jEA. FACE OR (3) z ROWS 12d NAILS p STAGGERED @ 12" Wp Uj O.C. FOR 2X10 OR p„ Uj z GREATER HEADER = < �- U < O O Q WW W X to ', , 2X STUDS TYP. W J CL ATTACHJAMB STUDS 2��®® PER WF08/SD3 ©� �� d� "Vii W c ®°®®° 0 ® � e°° °®®° � ®® CL 000 BASE PLATE TO BE Z °et4 ®� W ATTACHED TO FTG < QQ pet Z ML USING 1/2" 0 J -BOLTS M co° Q 0 OR EPDXY ANCHOR @ w ; ' h- ��"` p 6 FROM EA. END OF E' �•e z 4 ! <e BASE PLATE & WALL ®®i dry .®®®°°®°° �� W p 5 WP/ 7" MIN EMBED. & 2" ® WASHER. AT SLAB O ggB1 m STEP DOWNS, EMBED. m MUST BE 7" BELOW O STEP o P.T BASE PLATE CL Lj rr_m nrrlurrc oLonmu. i nrznry SP4 @BASE OF EA. U Q o ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE . O z REQ'D. SEE SCHED. FOR BEARING WALL X W U o O NUMBER OF KING AND JACK SCHEDULE FOR U) p STUDS REQ'D. MORE INFO. 0 w U) W� l O V TYPICAL HEADER DETAIL z 041-011 9 O p ®. O U ROOF SHEATHING, 025 FASTEN PER PLAN = 2 W I-- 0 W (0 <zC❑ 2x4 #2 SYP CONT. w/ (2) J W � Z 16d COMMON NAILS O m 0 ,. EA. STUD OR TRUSS U V, (0 L) o MEMBER, TYP. (MAX. Q J W J 0 � 24" O.C.). IF MASONRY, z ©u- z w M � �E USE (2) 1/4" TAPCONS ❑ 06 �W z U. C Cb w/ MIN. 2" EMBED. @ C7 _ �- W , co 24" O.C. d ZOOUjZco W F- W1,_ — ► c 10) zWc TRUSS PER PLAN Z Q p W co-� o 0 U_- 0= ❑ Qp� U)Q WOOD/MASONRY z I- U_ ftN WALL OR TRUSS, SEE LUZO p U N < LLJPLAN (TRUSS SHOWN) W J LEDGER @ LOIN ROOF o � Z 1-1/2"=1"-0" H W W 2x #2 SPF CRIPPLES AT W Fz 16" O.C. W/ SP4 AT TOP Q O AND SP1 AT BASE Q TRUSSES AT 24" O.C. V W Z V SIMPSON DTC @ 48" O O.C. ATTACH W/ (6) 8d 0 J W LSTA30 HEADER TO N Q STUDS U.N.O. © Z (2) ROWS 12d NAILS O Q w STAGGERED@ 12" h O.C. � _jEA. FACE OR (3) z ROWS 12d NAILS p STAGGERED @ 12" Wp Uj O.C. FOR 2X10 OR p„ Uj z GREATER HEADER = < �- U < O O Q WW W X to ', , 2X STUDS TYP. W J CL ATTACHJAMB STUDS 2��®® PER WF08/SD3 ©� �� d� "Vii W c ®°®®° 0 ® � e°° °®®° � ®® CL 000 BASE PLATE TO BE Z °et4 ®� W ATTACHED TO FTG < QQ pet Z ML USING 1/2" 0 J -BOLTS M co° Q 0 OR EPDXY ANCHOR @ w ; ' h- ��"` p 6 FROM EA. END OF E' �•e z 4 ! <e BASE PLATE & WALL ®®i dry .®®®°°®°° �� W p 5 WP/ 7" MIN EMBED. & 2" ® WASHER. AT SLAB O ggB1 m STEP DOWNS, EMBED. m MUST BE 7" BELOW O STEP o P.T BASE PLATE CL Lj rr_m nrrlurrc oLonmu. i nrznry SP4 @BASE OF EA. U Q o ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE . O z REQ'D. SEE SCHED. FOR BEARING WALL X W U o O NUMBER OF KING AND JACK SCHEDULE FOR U) p STUDS REQ'D. MORE INFO. 0 w U) W� l O V TYPICAL HEADER DETAIL z 041-011 9 O p ®. O U ROOF SHEATHING, 025 FASTEN PER PLAN = 2 W I-- 0 W (0 <zC❑ 2x4 #2 SYP CONT. w/ (2) J W � Z 16d COMMON NAILS O m 0 ,. EA. STUD OR TRUSS U V, (0 L) o MEMBER, TYP. (MAX. Q J W J 0 � 24" O.C.). IF MASONRY, z ©u- z w M � �E USE (2) 1/4" TAPCONS ❑ 06 �W z U. C Cb w/ MIN. 2" EMBED. @ C7 _ �- W , co 24" O.C. d ZOOUjZco W F- W1,_ — ► c 10) zWc TRUSS PER PLAN Z Q p W co-� o 0 U_- 0= ❑ Qp� U)Q WOOD/MASONRY z I- U_ ftN WALL OR TRUSS, SEE LUZO p U N < LLJPLAN (TRUSS SHOWN) W J LEDGER @ LOIN ROOF o � Z 1-1/2"=1"-0" H W W JOB No. PSQ-2171165 fi F2 NON-BEARING WALL SCALE: As INDICATED DATE: 07/20/17 SD2 3 & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LLJ O TRUSSES AT 24" O.C. V W Z V SIMPSON DTC @ 48" O.C. ATTACH W/ (6) 8d 0 NAILS (MAX. 4" O a < VERTICAL GAP W W BETWEEN 12" LONG W Uj W W 11 BLOCK & TRUSS TYP. NON -LOAD BEARING WALL PER ? W BOTTOM CHORD/ TRUSS BLOCKING.) PLAN. STUDS @ 24" _ O 4W REDUCE DTC SPACING O.C. MAX. STUD _ z W TO 24" O.C. FOR N SPACING TO BE U) W 0 Uj WALLS CARRYING T- REDUCED DOWN TO W J LOADS SUCH AS `- 16" O.C. MAX. @ �'� H C( W CABINETS OR HEAVY LOCATIONS CARRYING z C) W 1 SHELVING LOADS SUCH AS 0 I-- CY Q CABINETS OR HEAVY b O Q = _ 2x BLOCKING x 12" SHELVING. W W m 0 LONG @ TRUSS 0 N Z _ LOCATION FOR CLIP _ Q M ..�... ATTACHMENT, @ 48" F' p„ CL CM O.C. ATTACH TO WALL SINGLE TOP PLATE W / HOLD TOP OF BLDG DESIGN: --- MIN. (4) 8d NAILS. NON -LOAD BEARING STRUCTURAL ENG: MCD DRAFTING: WALL DOWN 1-2' BELOW BOTTOM OF -DESIGN: --- TRUSS BOTTOM DP / DJ _-STRUCT: QC CHECK: cc SINGLE 2x TOP PLATE PERPENDICULAR TRUSS CHORD JOB No. PSQ-2171165 fi F2 NON-BEARING WALL SCALE: As INDICATED DATE: 07/20/17 SD2 3 & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. AF�0ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" SP4 DOUBLE TOP PLATE 2x4 BLOCKS, (2) 16d • SHEATHING PER PLAN A NAILS , END. NAILS @ EA @ E P.T. @ TOP TO', ALLOW BAYS @ BLOCEA.DIAG. 1'-0" MAX PLYWOOD CANT. O.H. ELEV. FOR CONT. 2x4 BLOCKING AS SHOWN. SEE FASTEN ROOF AROUND CURVE. MIN. O.H. SIZE SHEATHING TO WHERE O.H. IS > 1'-0", 2 TAPCON ANCHORS BLOCKS w/8d NAILS DROP END GABLE w/ @ 6" O.C. PER 2x8 OUTLOOKERS @ 24" •• O.C. TO RUN BACK TO Q SEE PLAN 1ST COMMON TRUSS WITH (3) 12d TOENAILS. U_ O 0 CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. Z CONT. 2x4 2x4'S @ 24" O.C. (5) 16d NAILS BRACE STAGGERED @ 12: O.C. 2x8 W/ (2) 16d TOE2x TO BLOCKING GABLE END PROVIDE 2x4 BRACESHEATHING FASTEN TO EA. ADJ. DIAG. PER PLAN HEADER TO FASTEN TO DIAG.w/(2) NAILS EA. END SPLICE AS REQ'D 16d NAILS. jjjjjj�ARCH PER ELEV 12d NAILS STAGGERED O (2) - 8d EACH END SIMPSON H10A DIAG. STUDS U.N.O TO BLOCKING GABLE BRACING @48" PROVIDE 2x BLOCKING Q.C. MAX. 45° FROM p m FOR NAILING HORIZONTAL (+/-10°) HEADER PERI ER ---' r BLOCKING ATTACH TO BRACE NOT REQUIRED OR GREATER HEADER 6' FROM EAVES. TRUSS PER PLAN LOCATION SEE PLAN FOR OSB w/(2)8d (3) 16d COMMON SUPPORT AND TIE O Q 6 END VIEW w/ CMU DOWN OF JACK NAGS TRUSSES NAILS (TYP.) PROVIDE BLOCKING 0 U BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN, CONNECTION DETAIL (FRAME WALL SHOWN; - FOR REQ'D MAY ALSO BE W W Uj =w CONNECTIONS MASONRY) HEADER (SEE PLAN) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'*'k AF�0ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" SP4 DOUBLE TOP PLATE NOTE: CUT BACK 2x8 • y. LINTEL (SEE PLAN) PRECAST LINTEL PER P.T. @ TOP TO', ALLOW °' PLAN \\ CONT. 2x4 BLOCKING ' 7/16" O.S.B. EA. SIDE AROUND CURVE. MIN. H 2 TAPCON ANCHORS • MASONRY WALL PER 2x8 •• Q SEE PLAN U_ O 0 7- z (2) ROWS 12d NAILS Z LSTA30 STAGGERED @ 12: O.C. 2x8 W/ (2) 16d TOE2x ¢ w BLK'G. TO O.S.B. W/ Z HEADER TO NAILS EA. END jjjjjj�ARCH PER ELEV 12d NAILS STAGGERED O (2) - 8d EACH END I-- STUDS U.N.O 2x SPF CONT. @ 12" O.C. FOR 2X10 p m HEADER PERI ER ---' r BLOCKING ATTACH TO OR GREATER HEADER w (D LOCATION OSB w/(2)8d (3) 16d COMMON O Q 6 END VIEW w/ CMU NAGS NAILS (TYP.) O 0 U p Zx W/ (2) 16d- 7/16" OSB EA. SIDE, W/ Q W W Uj =w HEADER (SEE PLAN) TOE NAILS 6d NAILS @ 16" O.C. TO m -- EACH END SIDE & TOP NAILER 2x4 SPF CONT.~ BLOCKING ATTACH TO � w 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d 2x BUCK PER MD04 TO O.S.B. W/ Bd THIS SHEET NAILS 7/16" OSB EACH SIDE, 0\ ARCH PER ELEV IT E (2EACH. END 2 bd () - 8 M W/ 6d NAILS @ 16" O.C.nW. END VIEW w/ WOOD �= TO SIDE & TOP NAILER AF�0ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" SP4 DOUBLE TOP PLATE O TO EACH CRIPPLE STUD U_ H Q U_ O 0 7- z (2) ROWS 12d NAILS Z STAGGERED @ 12: O.C. O ¢ w EA. FACE OR (3) ROWS Z Z 0 12d NAILS STAGGERED O 0 I-- @ 12" O.C. FOR 2X10 p m OR GREATER HEADER w (D (3) 16d COMMON O Q 6 NAILS (TYP.) O 0 U p Q W W Uj =w m -- > . 4 2x4 SPF CONT.~ BLOCKING ATTACH TO � w 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, 0\ ®�®r0irrrrry®r® M W/ 6d NAILS @ 16" O.C.nW. �= TO SIDE & TOP NAILER Z +�� ® •°0°®••® e� ®i ••® u a O ccv 2x BUCKS, ®�° t� a,, a.' _j o Zcer i�- _ �* ® J= = o_jCD UCD _ o= w o = zLL Q 0 �► O�®` co IL z rrll O > V O (- �lZb M Ld C%4 NOTES: _ H O z 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN Cr. w U o ° 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION O F "-' 3) FOR 5 -PLY, PROVIDE 1/4"DIA, x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 2 1/2" EDGE OUTSIDE (2) 2x4's PERE DISTANCE Q w �� 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" H at 1" EDGE 1 1/2" EDGE • Z 4C,9�S U 1 ILZU 10d x 3° � o10d x 3��COMMON O 0 2 1/2" Z W 2" °'� W W w z w 21/411 Z J w 1 1/2 — U _ . N 4f ) W ¢ ¢ N ZV 0 UJ N N N 10d x 3" COMMON co w 0 0- Uj 0 10d x 3" COMMON OPP. N 0 (D p O SIDE U v o U 10d x 3 OPP. SIDE Z °z_ I I !I I a I I z 0. U ¢ o m 0 ti (n00 X1zLU co 00, J ©u?Owm E 10d x 3" COMMON CL DISTANCE PER W Q z �8 00 00rn W Q¢0�c� OPP. SIDE DETAIL 0 Z U f= D p 00� 1—��Z^c (2) 2x4's (2) 24's (2) 2x8'sW _j U) Z W o INSIDE PLY NAILS NAILED AT 8 O/C = e� ©p a m (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8"" O/C. OUTSIDE 2X�S z Z = 2 w iii o 3+ 2x COLUMN -.� 4 < w z 0 GABLE END @ FLAT CEILING w/ BOSTON HIP fiRk TYPICAL BUILT-UP STUD COLUMN DETAIL 1-011 5( ) Uj W o°WN¢ W _j � Z 0 F_ W Ujw _ � cn 2x STUDS @ 16" O.C. FOR KNEE WALL O U LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F w Z d OV SC OV SC ROOF SHEATHING, `a ` F O ROOF SHEATHING FOR STRAP Z Q k� fiN' I& � ROOF SHEATHING, 'ZI z FR��p TO FASTEN PER PLAN F- F— 0 �hGrti A FASTEN PER PLAN FNGry TRIS O CONT. ROOF SHEATHING NAIL PER PLAN � � a O OA SS lap S1 PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D W 2x4 FRAMING @ 24 11 0/y °h' „ D TO TOP CHORDS OF TRUSSES BELOW WHEN w -J W • \ W W O.C. MAX. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 2 W , D 2x4 FRAMING @ 24 7, •. O.C. MAX. PROVIDE (4) 10d x 3" \ BELOW AND CONNECT w/ HTS20 @ 32" O.C. ` 0 2x SCAB w/ 10d NAILS �, �` O Q W S O.C.PROVIDE (4)10d x3" NAILS AT JOINT E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW _ Z W @ Q cn Uj U1 NAILS AT JOINT PER -ENG TRUSSES .�. �. � W J PER PLAN 2x SCAB w/ 10d NAILS • @ 4" O.C. H A J F 2x PLATES OVER ROOF DECK PER VALLEY H A K Q C. 1 O FRAMING DETAIL LUIXz TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x6 SUB FASCIA PER PLAN 2x6 SUB FASCIA B DOUBLE TOP PLATE B v) U r Q 3: LU W m in (2) 8d TOE NAILS TO(2) 8d TOE NAILS G CMU WALL PER PLAN TRUSS CONNECTION (:) CV Z� LEDGER TO LEDGER PER PLAN SIMPSON H3; H4, OR H5 @ EA. END OF TRUSS OR C 2x4 PT; LEDGER W/ 2x4 LEDGER W/ (2) 16d C O RAFTER H C 04 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER NAILS @ 16" O.C. ` s O.C. PLAN E COMMON TRUSS PER PLAN OR CONY. FRAMING w/ E BLDG DESIGN: --- SEE ELEV. FOR SEE ELEV. FOR < J STRUCTURAL SHEATHING PER PLAN AND ROOF STRUCTURAL ENG MCD O.H. SIZE O.H. SIZE FINISH PER ARCHSFIN DRAFTING: MIN, H2X6 G CURVED ROOF TRUSSES PER PLAN OR CURVED MLN. H2X6 STRUCT: DP/DJ CONDITION @ CMU WALL CONDITION @ FRAME WALL HEADER O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED QC CHECK_ CC fiFl TYPICAL SCAB OVERHANG NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D JOB No. _ PSQ-2171165 F01 DORMER FRAMING DETAIL SCALE: AS INDICATED 3/4"=1'-0"NOTE• ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE __._._----- _ 1/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. DATE: 07/20/17 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. .,. SD3 WALL SHEATHING PER PLAN SYP#2 BOTTOM n 2x4 #2 SYP P.T. PLATE LENGTHS MUST BE AT TRUSS PER PLAN TO BOTTOM 2x WALL, SEE PLAN BLOCKING @ 24" O.C. 2x8 #2 SPF STUDS AT 2x8 #2 SPF VERTICAL BAYS W/ (3) 12d @ 8" O.C. OTHERWISE o W/ (2) 12d END NAILS 16" O.C. STD CONDITION @ FLAME WALL DTC CLIP, (2) 8d NAILS 2x8 #2 SYP PT. BASE TRUSS PER PLAN @ EACH END PLATE W/ 1/2" x 8" + INTO BLOCKING, (2) ANCHOR BOLT OR (4)10d NAILS @ EA. (2) 10d NAILS ',@ 3" O.C. TITEN HD @ 32" O.C. & BLOCKING TO 3/16" x 2 3/4" TAPCONS 6" FROM EACH END PLATE TRUSS PER PLAN ALL LOCATION TRUSS PER PLAN IN CMU, OR SIMPSON TAPCONS @ 12" O.C. TRUSS PER PLAN OTHERWISE! 2x4 WALL BEYOND AGAINST (2)10d NAILS TO META16 @ 24" O.C. Illy 2x8 STUDS ATTACHED PER BOTTOM CHORD DTC CLIP, (2) 8d NAILS (WF08/SD3) LAY 2x4 BLOCKING @ .o' ATTACHMENT BY > INTO BLOCKING, (2) 24" O.C. OVER THE 2x4 SYP #2 FLAT MASONRY WALL OR ."';p" 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM ,.. CHORD. ATTACH W/ (2) TYPICAL AT ALL LOCATION LINTEL SEE PLAN IN CMU. OR SIMPSON W 10d NAILS @ EACH • META16 TRUSS @ 24" O.C. PLAN STD CONDITION @ CMU BEARING CONDITION @ CMU WALL ALTERNATE BLOCKING @ FRAME CONDITION SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP 2x4 BLOCKING (2) 12d NAILS, TOENAILED @ EACH END.AT 24" O.C. ROOF SHEATHING TRUSS PER PLAN 3/4"=1'-0" PLATE LL O PER PLAN _ Z TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 0 O F- INTO BLOCKING, (4) 8d EXTERIOR WALL/TRUSS 11/4" x 2 3/4" TAPCONS AT 12" O.C. CD W NAILS INTO TOP PLATE o w USE (3) SCREWS/TAPCONS FOR ALL (2) 16d TOE NAILS TO LEDGER T1 J U)J Z WO 2x4 SYP #2 BLOCKING, BRACE W IM a O @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/(2) 10d W DOUBLE TOP PLATE SEE PLAN a END NAILS @ EACH NAILS @ EACH WEB END. WHEN CLOSURE WALL Ozz 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP .EXTERIOR SHEATHING. = Z LU TO STUDS OR BEAM w/ IS 'AFT OR TALLER - 2x N z W 0 W ATTACH PER PLAN WALL SHEATHING PER PLAN SYP#2 BOTTOM n FROM TOP OF WALL PLATE LENGTHS MUST BE AT BLOCKING REQ'D @ W TO BOTTOM 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS 2x8 #2 SPF STUDS AT 2x8 #2 SPF VERTICAL BAYS W/ (3) 12d @ 8" O.C. OTHERWISE o TOENAILS EACH END. 16" O.C. STD CONDITION @ FLAME WALL ATTACH 2x4 LEDGER 2x8 #2 SYP PT. BASE • W/ (3) 12d NAILS @ PLATE W/ 1/2" x 8" + EACH STUD • ANCHOR BOLT OR (4)10d NAILS @ EA. (2) 10d NAILS ',@ 3" O.C. TITEN HD @ 32" O.C. & BLOCKING TO MASONRY WALL OR 6" FROM EACH END PLATE LINTEL SEE PLAN ALL LOCATION TRUSS PER PLAN VAULTED CONDITION @ CMU TAPCONS @ 12" O.C. TRUSS PER PLAN OTHERWISE! 2x4 WALL BEYOND AGAINST (2)10d NAILS TO O 2x8 STUDS ATTACHED PER BOTTOM CHORD V (WF08/SD3) @EACH END OF ATTACHMENT BY > BLOCKING ATTACH 2x8 STUDS TO TOP 2x4 SYP #2 FLAT • • PLATE W/ (4) 12d TOE -NAILS (2)10d NAILS TO BLOCKING, @ 24" O.C. M TYPICAL AT ALL LOCATION BOTTOM CHORD W/ (2) 12d END NAILS 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X W @EACH END OF @ EACH END. • BLOCKING WALL SHEATHING PER PLAN � 2x WALL, SEE PLAN h=- ALTERNATE BLOCKING @ FRAME CONDITION 0 FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" LL O SEE TRUSS PLAN FOR MORE INFO& CONNECTION 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x12 w/ 10d X 3" NAILS @ 6" O.C. 2x12 AT WALL TO PRECAST LINTEL w/ (2)ROWS OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. STAGGERED TRANSOM BETWEEN LINTELS LINTEL PER PLAN i i SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" • TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER S01 HEADER @ POCKET SLIDER w/ TRANSOM 1/2"=1'-0" COPYRIGHT MCD 2015: The information contained in this de NOTE: .— PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE LEAST 8'-0" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS 2x8 #2 SPF VERTICAL TOP PLATE WIDTH @ 8" O.C. OTHERWISE o INSTALL SIMPSON o 0 I Ll NAILING SCHEDULE & PSPN516Z W/'(12) 16d *+ * (4) 12d NAILS EACH • NAILS TYP. TOP & BOT. W + o ATTACH 2x4 STUDS TO + (2) 10d NAILS ',@ 3" O.C. TOP PLATE W/ (3) 12d --_ 0 WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT Z H W W q THEN (2) ROWS 10d ALL LOCATION w/ (2) 1/4" x 3 1/2" NAILS @ 8" OC. TAPCONS @ 12" O.C. � Z OTHERWISE! 2x4 WALL BEYOND AGAINST VERTICALLY O 2x8 STUDS ATTACHED PER 1 BEYOND SEE PLAN V (WF08/SD3) EACH VERTICAL ATTACHMENT BY > O ATTACH 2x8 STUDS TO TOP F1 EXTERIOR SHEATHING SCHEDULE • • PLATE W/ (4) 12d TOE -NAILS TOP SPLICE @ M TYPICAL AT ALL LOCATION DOUBLE 2X4 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X W TOP PLATE • DOUBLE 2x4 TOP NAIL FIELD INSTALLED TOP PLATE PLATE TO FRAME WALL OR PRE PROVIDE 2x4 ON TOP ASSEMBLED WALL PANEL W/ (2) OF 2x8 TO PAD OUT 10d NAILS @ 8" O.C. (FOLLOW TOP PLATE. ATTACH NAILING REQUIREMENTS THIS W/ (2) 10d, NAILS 3" O.C. DETAIL FOR ALL TOP PLATE (SOLID BLOCK W/ 2x6) SPLICE LOCATIONS) ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d \ TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD 16FO TYPICAL TOP PLATE SPLICE @ BRIG. WALL 3/4"=1'-0" TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION Z W w 00 MORE INFO& w/ (2) 1$d END NAILS d �• °•�t�, U) 2x8 #2 SPF VERTICAL 1- III I I I II I o a o 0 I Ll NAILING SCHEDULE & * *+ * (4) 12d NAILS EACH Wr n orm 2 0: ',Z W 2x8 w/ (2) 10d NAILS @ o O TOENAILS INTO OTHER ®®•® . -- --_ 0 LINTEL PER PLAN U-0 4 Z H W W q 119r FLOOR SYSTEM w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. � Z 2x BOTTOM PLATE VERTICALLY O OPENING SIZE 1 BEYOND SEE PLAN V POCKET SGD EACH VERTICAL ATTACHMENT BY > O W F1 EXTERIOR SHEATHING SCHEDULE O M 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X W �4. Uj 4' SIMPS. SDS SCREWS @ 16" O.C. MAX.; %Z � h=- Q 0 z LL O Z _ Z +e- TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 0 O F- C EXTERIOR WALL/TRUSS 11/4" x 2 3/4" TAPCONS AT 12" O.C. CD W O o w USE (3) SCREWS/TAPCONS FOR ALL p > J U)J Z WO v_� W IM a O �o t/a W SEE PLAN a 1— 0 Uj LU Ozz 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP = Z LU TO STUDS OR BEAM w/ SHEATHING PER PLAN N W 0 W (2) 1/4" X 4%' SIMPS.(4) O d O Z 1Oct a SDS SCREWS @ 16" CONV. FRAMED Z Q W m 1 O.C. MAX.; TO GABLE END STUDS MEMBERS ONLY Uj Cy I=— w/ (2) 1/4" X 3Y2' SIMPS. - _ -- W �- 4'-0" MAX. W IIS Q O.C. MAX.; ) � N Z TO MASONRY w/ 2x4 PT FASCIA PER = C if, w C0 TOP PLATE CORNER TRANSITION Z ••°°°°°p•® �'® w 00 MORE INFO& w/ (2) 1$d END NAILS d �• °•�t�, U) 2x8 #2 SPF VERTICAL r� 0 -0WM EE III I I I II I II I II II II a o 0 I Ll NAILING SCHEDULE & * *+ * (4) 12d NAILS EACH Wr n orm 2 0: ',Z W 2x8 w/ (2) 10d NAILS @ O TOENAILS INTO OTHER ®®•® . -- --_ 0 LINTEL PER PLAN U-0 4 Z H W W q 119r FLOOR SYSTEM w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. � Z 2x BOTTOM PLATE VERTICALLY OPENING SIZE 1 BEYOND SEE PLAN V POCKET SGD EACH VERTICAL ATTACHMENT BY > O F1 EXTERIOR SHEATHING SCHEDULE O M 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X W �4. Uj PLYWOOD / O.S.B. TO BE USED AS SHEATHING PER PLAN �¢ 0 Z 7/16 EXP 1 P 2x DBL TOP PLATE � 3/8 W Z � U C O 2 UPLIFT RESISTANCE: NO OTHER FASTENERS (D NAIL SHEATHING AT FRAME WALL BOTTOMPLATE I_ W o )tj BEYOND REQ'D. EXCEPT AS NOTED N PLANS. AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) U) p U_ z ROW OF 8d COMMON NAILS @ 3" O.C. r� o 'A'= NAIL SPACING Q W p �4 W z 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3 I II ® IL II II II a_� O.C. A z�, Z �� II I I LI II II °w U_ � 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2 1/2 a a=O� @3"O.C. —l 0 4_z o 0 III _ WALL SHEATHING W U 0 4 NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. — Q 0 z _ ILI III II II I A m III III 11 II I SPLICE, SEE SPLICE O _ U.N.O. ON PLANS — 1/2" 0 p DETAIL. MAX 1/8" 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d J W III OPENING III II 4 II II 5pACE BETWEEN W O DOUBLE NAIL EDGE SPACING LU III III II PANELS _ COMMON NAILS @ 3" O.C. uo I I � ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING = Wo III 3 III W HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & 1- O III TYP. III II II II E5 o BOTTOM STUD U III AROUND III II II LI 2x STUDS BEYOND, �:J (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, OPENING III I I I I I SEE PLAN FOR (MORE �✓ BETWEEN EXTERIOR U z III INFO i- O < p VERTICAL MEMBER IF GABLE END SHEATHING & Z Ei z GYPSUM WALLBOARD Q MERITAGE SCALE:3/4"=1'0" 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL - FOR MORE INFO III `I-1— ^ 71- III I I I I I W MORE INFO& w/ (2) 1$d END NAILS III I I I II I II I II II II U) 2x8 #2 SPF VERTICAL r� 0 -0WM EE III I I I II I II I II II II a o 0 I Ll NAILING SCHEDULE & * *+ * (4) 12d NAILS EACH I- co N TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ -- _ -- O TOENAILS INTO OTHER TRANSOM BETWEEN -- --_ 0 LINTEL PER PLAN U-0 4 Z H W W q 2x6 #2 SYP P.T. CONT. FLOOR SYSTEM w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. CUT TO FIT 2x BOTTOM PLATE VERTICALLY OPENING SIZE 1 BEYOND SEE PLAN 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY 701 SHEATHING DIAGRAM BUILDER F1 EXTERIOR SHEATHING SCHEDULE MERITAGE SCALE:3/4"=1'0" 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL - FOR MORE INFO 2x4 #2 SPF SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO& w/ (2) 1$d END NAILS CONNECTION EACH END 4LU--',6'� NAILING PER Z 2x8 #2 SPF VERTICAL r� 0 -0WM EE @ 24" O.C. w/ EXT. SCHEDULE SHEATHING PER POCKET SGD I Ll NAILING SCHEDULE & * *+ * (4) 12d NAILS EACH 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ INTO TRUSS & (3) 12d ; ' EACH VERTICAL TOENAILS INTO OTHER TRANSOM BETWEEN TRUSS -�T LINTELS LINTEL PER PLAN r SLOPE AS REQ'D Z H W W q 2x6 #2 SYP P.T. CONT. N w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. W SPACED EVENLY VERTICALLY 2x6 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER MERITAGE SCALE:3/4"=1'0" 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL - FOR MORE INFO NOTE: 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT. RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER 1S PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED BLOCKING W _ 2x8 #2 SPF VERTICAL LINTEL PER PLAN @ 24" O.C. w/ EXT. JOINT, MAX. 1/8" GAP O m SHEATHING PER 0 r NAILING SCHEDULE & r. 4LU--',6'� NAILING PER Z (4) 12d NAILS EACH r� 0 -0WM EE TRUSS MEMBER SCHEDULE 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY � BUILDER TRUSS MEMBER (TOP NOTE: 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT. RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER 1S PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED BLOCKING W _ 2x8 TO UNDER SIDE OF Z ++ ROOF SHEATHING JOINT, MAX. 1/8" GAP O m + 0 r + 4LU--',6'� NAILING PER Z 2x8 #2 SPF VERTICAL r� 0 -0WM EE @ 24" O.C. w/ EXT. SCHEDULE SHEATHING PER oZS IW- z u? � a, NAILING SCHEDULE & 2x4 BLOCKING PLACED W � 0 !� 0 Q� viE z0l--Gt(D� TRUSS MEMBER (TOP FLATWISE (2) 16d � NAILS EACH END Q ALONG W/ WEBBING) SHEATHING SPLICE DETAIL 2x8 w/ (2) 10d NAILS @ :)© o 0 : � EACH VERTICAL z Z H W W q NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF MORE INFO & ++ ROOF SHEATHING CONNECTION + y � 0 (L + Z 2x8 #2 SPF VERTICAL LL CL N @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER ZOWN �C NAILING SCHEDULE & < (4) 12d NAILS EACH o Z z TRUSS MEMBER (TOP W AND BOTTOM CHORDS � ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER D ZQn0)ZZ E J W y � 0 (L Z LL CL N Z ZOWN �C S02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER S0 HEADER @ POCKET SLIDER D01 TYPICAL SHE SCALE:YY AS INDICATED 1/2"=1'-0" _._. ------- 1/2"=1 '-0" 4/2"=1'_0" 112"=1'-0" DATE: 07/20/17 & ASSOCIATES LLC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. cuiment is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR Y SD4 J W O U N W Z o Z z F- W � F_ W r t"� 'V ..�.......� N W f-- _ 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4' SIMPS. SDS SCREWS @ 16" O.C. MAX.; %Z � L) TO GABLE END STUDS w/ (2) 1/4" X 3'/2" 0 z SIMPS. SDS SCREWS @ 16" O.C. MAX.; Z +e- TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 0 O ~ C EXTERIOR WALL/TRUSS 11/4" x 2 3/4" TAPCONS AT 12" O.C. CD W O USE (3) SCREWS/TAPCONS FOR ALL p > J ----- CONDITIONS @ TILE ROOF v_� W IM 12 W t/a W SEE PLAN W LU 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP = Z TO STUDS OR BEAM w/ SHEATHING PER PLAN N W 0 W (2) 1/4" X 4%' SIMPS.(4) 10d NAILS FOR d 1Oct a SDS SCREWS @ 16" CONV. FRAMED Z 1 O.C. MAX.; TO GABLE END STUDS MEMBERS ONLY Uj Cy w/ (2) 1/4" X 3Y2' SIMPS. (~) _ SDS SCREWS @ 16" 4'-0" MAX. W IIS Q O.C. MAX.; ) � N Z TO MASONRY w/ 2x4 PT FASCIA PER = C SYP #2 LEDGER w/ 1/4" COMMUNITY SPECS f' LL a, N x 2 3/4" TAPCONS @12" O.C. BLDG DESIGN: --- USE (3) SCREWS/ 2x4 SYP #2 OR STRUCTURAL ENG: MCD T DRgFTING;rt TAPCONS FOR ALL PRE-ENGINEERED CONDITIONS @ TILE ROOF TRUSSES @ 24" -DESIGN: --- ROOF O.C. MAX. -STRUCT: DP/DJ QC - CHECK: CC DESIGNED FOR SIMPSON H3 CLIP SHINGLE ONLY -- - -- JOB No, PSQ-2171165 D ROOF DETAIL ----- S02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER S0 HEADER @ POCKET SLIDER D01 TYPICAL SHE SCALE:YY AS INDICATED 1/2"=1'-0" _._. ------- 1/2"=1 '-0" 4/2"=1'_0" 112"=1'-0" DATE: 07/20/17 & ASSOCIATES LLC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. cuiment is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR Y SD4 I W SHINGLE OR TILE PER r' ARCHITECTURAL PRE-ENGINEERED Q ti ELEVATIONS. ROOF TRUSSES AT 24" 0 a O.C. 0 TYPICAL TRUSS TO NOTE:. ALL FLOOR D TRUSS STRAP - SEE PRE-ENGINEERED _. PRE -ENGINEERS PRE-ENGINEERED ROOF TRUSSES @ 24" FRAME CONNECTION. TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR W O.C. SEE STANDARD - CONNECTOR NOTES BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING OR SIM) IS PROVIDED ,. -' STRUCTURAL COL PER w _ ' ~ Q REFER TO PLAN FOR TRUSS STRAP -SEE. STRUCTURAL COL PER PLAN FOR SIZE AND O Z TYPICAL TRUSS TO BUILT-UP COLUMN PLAN FOR SIZE AND REQ'D # OF STUDS U) O FRAME CONNECTION. INFO. FRAMING PLAN FOR REQ'D # OF STUDS Z I-= SEE STANDARD CONNECTIONS CONNECTOR NOTES PRE -ENG, FLOOR I . DOUBLE 2x TOP PLATE ~` --- DOUBLE 2x TOP PLATE NOTE: U) Z 0 SYSTEM - IF NO FLOOR 2x BOTTOM PLATE 2x BOTTOM PLATE STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY O O LU O SYSTEM INSTALL REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING O W BEARING KNEEWALL &PROVIDE THE STRUCTURAL SHEATHING IS NOT CONT, FROM TOP OF WALL TO a F— SEE PLAN SOLID BLOCKING ATTACHED PER ATTACHED PER BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW LU 0- 0 Z UNDER COLUMN NAILING SCHEDULE NAILING SCHEDULE <C (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE = IY ABOVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO 0 z BAND JOIST & BLKG TRANSFER LATERAL LOADS J W DBL. TOP PLATE OR LVL GIRDER SIMP. HTT4 SOLID SHEATHING � m - SEE ARCHITECTURAL w/(18) 16d x 22" NAILS \ HEADER PLAN FOR OVERHANG HDR. PER PLAN TO POST (U.N.O. ON ( ) MSTC40 POST ABV. TO 511 � � SIMPSON SP4 w/ 6 10d � INFO POST BELOW U.N.O. FRAMING PLAN) & g F <� sy x1-1/2" @ 24" O.C. (USE Q ALL THREAD w/7" MIN. SIMPSON LSTA30 FFr SP6 @ 2x6 STUDS & w MIN 2x4 SPF #2 STUDS 4PROVIDE SOLID EMBEDMENT INTO TIE (1) SIMPSON LSTA30 STRAP (MAX 1p° SP8 @ 2x8 STUDS) J CL r► ®® WINDOW AS @ 16" O.C. SEE PLAN BLOCKING WITHIN FLR. STRAP W/ (11) 1Od TO ANGLE) W/ (22) 10d ®®® ®®® BEAM USING SIMP. SET FLOOR TRUSS SEE � SCHEDULED FOR MORE INFO. SYSTEM TO MATCH i� FLOOR TRUSS PER STUDS ABOVE PLATE NAILS. BEND STRAP 2 2x SPF TOP PLATE O �� ®� w CQ COL. DIMENSION EPDXY `� OVER TOP PLATE MIN. O U r� ®®• °•� �� ®- o- EXTERIOR FINISH PER FRAMING PLAN FOR 3 THEN RUN DOWN Z+ •®®•® ® .� w PLAN U.N.O. U.N.O. ON PLAN p �► •° A® 00 PLAN INT, FINISH PER PLAN REFER TO PLAN FOR PROVIDE SOLID CONNECTION INFO.. BUILT-UP COLUMN BLOCKING BELOW « ` SEE DETAIL WS11 FOR ® Z FLOOR GIRDER OR FACE OF JAMB STUDS/ HEADER - SEE 2ND <C: ti INFO. COL. EVEN WITHIN MORE INFO HEADER FLOOR PLAN FOR MIN. � an BEAM; SEE PLAN p, ® �t Q = U MID -SPAN BLOCKING 2x BOTTOM PLATE w/ w� FLOOR TRUSS MASONRY WALL SEE EXTERIOR SHEATHING HEADER SIZE & REQ'D �' co 0 J 2 12d AT 12" O.C. — BEARING WALL PER PLAN FOR MORE INFO JAMB STUDS ®® • �� Q O FROM TOP OF WALL a U.N.O. PLAN BEYOND AL GIRDER COL. HIGH BEAM ¢ ®•• ®.®®••• 3/4" FLOOR SHEATHING COLUMNS SO TYPICAL GIRDER COL. CONNECTION S0 TYPIC G @ TO BOT. RIBBON, NAIL _ , INSULATION PER PLAN ATTACHED PER PER PLAN U ®® ®®®® SEE DETAILS W510, NAILING SCHEDULE MID -HEIGHT BLOCKING n_ 11 "" "" U_ ee IF HEADER IS UPSET �e®®sr 3/4 -11-0 3/4 -1-0 2x SILL AT WINDOW AND WINDOW IS O W511 OR WS13 FOR PER BEARING WALL (2 ) FLOOR TRUSSES SEE SCHEDULE PLAN FOR DEPTH AND w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL ADDITIONAL � AT EA. END NAILED TO PLATE w/ (2) 1Od p INFORMATION THIS DIRECTION COLUMN BASE STUD PACK w/ 10d TOENAILS. EXT. W SHEET CONNECTION PER NAILS @ 8" O.C. THEN HEADER OPENINGS > O NOTE: ALL FLOOR PLAN STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x 0 • TRUSSES TO BE P.T. IF ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 1 O a- Q O1�6 M NO MOISTURE REFER TO TOE NAILS AT EA. END TOENAILS. OPENING ui � a •' ' �f�� N BARRIER (FELT PAPER FOUNDATION PLAN .; ;..•. ;:.`::::. ••..:.•• .�•. • .•,; ••• . ,::.•.•.;, ••• OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) � U OR SIM) IS PROVIDED �. :, FOR FTG. WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 '' p. _ — INFORMATION BEARING = x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x O Z SEE PLAN �I—� i .� _� SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. � UJ o THAN 4' BUT LESS w/ (2) 10d TOENAILS cn p — — _� STRAPS CENTERED @ THAN 6' T&B (PLYWOOD ©� Z LINTEL AS PER PLAN FLOOR W/(14)10d ,Q w O FLOOR SYSTEM DRAFT SEE FLOOR FRAMING A A NAILS HTT4 SHEATHING REQ'D tY l STOPPING AT 1000 SQ *SO TYPICAL TWO STORY COL. GIRDER SIMP T&B) U. V PLAN FOR FLOOR w/(18) 1Od x 2j" NAILS SEPARATE SHEATHING O d Z ti9 FT MAX: DRAFT 3/4"=11-011 LINTEL AS PER PLAN STOPPING MATERIALS SYSTEM INFO. TO POST (U.N.O. ON Z c� MIN THICKNESS SHALL NOTE: ATTACH 2x STUDS W/ O ) a UNDER WINDOW O p • 11 3 2x STUDS FRAMING PLAN & 8" Q 0 WD. HD. HT. BE 1/2 GYP BOARD OR STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY (2) SIMPSON LSTA18 (2) 16d NAILS 6 O.C. ALL THREAD w/7" MIN. V SEE PLAN 15/32" OR 7/16" OSB. REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN STRAPS CENTERED @ EMBEDMENT INTO TIE O ATTACH TO FLOOR THE STRUCTURAL SHEATHING ISNOT CONT. FROM TOP OF WALL TO FLOOR w/ (14) 10d BEAM USING SIMP. SET w TRUSS w/ 8d NAILS AT BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW NAILS ' ' CALIFORNIA CORNER A -A EPDXY 16" O.C. TOP AND (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE (2) SIMPSON LSTA18 H W PRECAST CONC. OR BOTTOM CHORDS LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO (2) SIMPSON HETA16/20 STRAPS CENTERED @ / = p FLOOR W/ (14) 10d 2x TOP & BOT. ~ O POWERS STEEL SILL TRANSFER LATERAL LOADS FLOOR TRUSS TO _ NAILS `� RIBBONS, CONT. U TYP. @ ALL WINDOWS OLID HE MASONRY WALL ......, _ \ U Z HEADER (3) 2x STUD PACK NOTE: ALL FLOOR Z SIMPSON SP4 w/ (6) 10d EXT, SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF x1-1/2" @ 24" O.C. (USE FLUSH W/ FACE OF SCHEDULE NO MOISTURE O m EXT FINISH PER PLAN SIMPSON LSTA30 SyFFr SP6 @ 2x6 STUDS & MASONRY ATTACHED U I"/1 v Q AP MAX 10° ATTACH 2x STUDS W! BARRIER (FELT PAPER NJ STR ( SP8 @ 2x8 STUDS) PER NAILING OR SIM) IS PROVIDED U ANGLE) W/ (22) 10d (2) 16d NAILS @ 6" O.C. (4) 2x STUDS FOR FLOOR FRAMINGSEE PLAN Z ter.. C - O w M E SCHEDULE; PROVIDE IF FLOOR SYS. NOT PRESENT PER FLOOR _ � � Z r 1/8 GAP BETWEEN VERT REINF. BEYOND ` ; NAILS. BEND STRAP (2) 2x SPF TOP PLATE STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION p 06 Lw,,, Z U? -1 rn 0 OVER TOP PLATE MIN. SHEATHING AND CMU WALL BELOW PER DETAIL INCDICATED w Q O c U.N.O. ON PLAN NOTE: IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING to CD — v� �- 3", THEN RUN DOWN MASONRY ON FLOOR FRAMING. INDICATED BASE STRAP O Z U �= 0 O o, - HEADER- SEE 2ND SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS d O w Z CO MASONRY WALL PER ,a ' FACE OF JAMB STUDS/ FLOOR PLAN FOR MIN. MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d 2 W F- u ~ � c PLAN f HEADER PLAN SD6 I5 INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE J F Z SINKERS AND (14) /4 X2 /4 TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO Z D (n °z w LLi 9 CONC. SLAB - HEADER 512E & REQ D " 1 " :)<000-4 SEE FOUNDATION JAMB STUDS .� N'• PLAN FOR MORE INFO EXTERIOR SHEATHINGfisoQ Z O FIN, FLR. fiso 2nd FLOOR CORNER FRAMING ATTACHMENT HEADER CONNECTION @ 2nd FLOOR o J O < � U) o = �. • FROM TOP OF WALL L) Q 0'-0" TO BOT: RIBBON, NAIL 3/4"=1'-011 3/4'1_11.Orr Q ¢ O m D_ GRADE •'• PER PLAN IF HEADER IS UPSET WW ZO U N <AND WINDOW IS w 2 SEE FOUNDATION LOWER: (1) 2x SILL H h Z DETAILS FOR FTG INFO PLATE w/ (2) 10d TOENAILS. EXT. 0 STORY SECTION HEADER OPENINGS H W SO TYPICAL TWO W LESS THAN 4FT:(1) 2x = 3/4'1=11-011 -1"-0", SILL PLATE w/ (2) 10d _ (2) 2x SILL AT WINDOW TOENAILS. OPENING '� � SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING LARGER THAN 4FT: (2) 3/4" FLOOR SHEATHING O V DETAIL WF10/SD4 w/ 2x CRIPPLE STUDS 2x SILL PLATE w/ A35 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING I— ATTACHED PER AT EA. END NAILED TONAILING SCHEDULE SCHEDULE NAILING SCHEDULE STUD PACK w/ 10d CLIPS EACH SIDE w/ 2x NAILING SCHEDULE SHEATHING PER PLAN w Z 2x STUDS , SEE I 8" O.C.HEN CRIPPLES @ 16" O.C. 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING NAILS @ FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE 0 2x4 #2 SYP BLOCKING FRAMING PLAN FOR w/ (2) 10d TOENAILS FRAMING PLAN FOR CONTINUOUS FROM F- STUDS @ 16" O.C. SPACING AND GRADE O @ 48" O.C. W/ (2) 12d SPACING AND GRADE T&B (PLYWOOD SPACING AND GRADE SOLID BETWEEN TOP OF TOP PLATE TO p Q J ATTACH SILL w/ (2) 1 O AND SEE ARCH: PLAN RIBBONS w/ SIMPSON BOTTOM PLATE. 0 > TOENAILS EACH END AND SEE ARCH PLAN SHEATHING REQ'D SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TOE NAILS AT EA. END TO VERIFY SIZE A35 EA. END TO VERIFY SIZE T&B) TRUSSES 24" O.C. TO VERIFY SIZE PLAN w (/� W LLQ 11 2x4 #2 SYP ANGLE OF SILL (MAX OPEN'G 2x BOTTOM PLATE W/ 2x BLOCKING FOR W 2x BOTTOM PLATE W/ WIDTH 4'-0"). USE A35 (MAX) 2x BOTTOM PLATE W/ .`��/ BEARING WALL PER ..I AGAINST TRUSS 11 (2) 12d @ 12"' O.C. "" � W (2) 12d @ 12 0 C E END FOR SHEATHING/ DRYWALL (2) 12d @ 12 O.C. PLAN ��„ �=% 3/411=11-010 /4"=1'-0" - COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & D 2x SYP 42 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU 1/2" GYP, CLG BD OR (2) ROVVS 8d NAILS @ (2) 5/8" TYPE "X" WHEN 3" O.C. WALL IN GARAGE SHEATHING TO MASONRY WALL PER • BOTTOM RIBBON PLAN �• NOTE: ALL FLOOR 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU NO MOISTURE BARRIER (FELT PAPER SEE CONNECTION OR SIM) IS PROVIDED SCHEDULE fis_3 TWO STORY PERP. FLOOR CONNECTION 3/4"=1'-011 ESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these ATTACHMENT w/{2) 12d VERTICAL 48" O.C. PENCLIP AT S 1 BOTTOM PLATE W/ (3) 12d NAILS EACH PRE -ENG FLOOR THAN 4' BUT LESSER END TRUSS OR FIELD THAN 6' FRAME 2x4 KNEE Z U) = Z WALL, STUDS @ 16" SIMPSON LSTA30 w/ 2x4). TO TRUSS w/(4) SYS, 42 FLOOR O.C. W/ (2) 16d NAILS @ (11) 1 O TO STUDS � TRUSSES @ 24" O.C. EACH END SEE ABOVE PLATE U.N.O. (MAX) CONNECTOR 11 BELOW USING 4lllx5 SCHEDULE FOR U LL 1/2" GYP. CLG BD OR (2) 5/8" TYPE "X° WHENCONNECTION SEE FRAMING PLAN (2)2x4 SYP#2 IN GARAGE., (1)ROWS 8d NAILS @ FOR FLOOR Q W •;r. MASONRY WALL PER 3" O.C. WALL CONNECTION BRG DIRECTLY ON :. SHEATHING TO SDS SCREWS @ 6" O.C. H Z PLAN BOTTOM PLATE 1 NOTE: ALL FLOOR EA. TRUSS. ATTACH TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN FLOOR GRIDER OR NO MOISTURE SHEATHING &CMU BEAM EACH END TO TRUSS BARRIER (FELT PAPER 2x4 PT SILL PLT. IF 0 0) Q = OR SIM) IS PROVIDED KNEEWALL 3" O.C. TYP. WALL S1 TWO STORY PARALLEL FLOOR CONNECTION S0 HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/411_11 Orr L J CO Q 3/411=11-010 /4"=1'-0" - COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & D 2x SYP 42 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU 1/2" GYP, CLG BD OR (2) ROVVS 8d NAILS @ (2) 5/8" TYPE "X" WHEN 3" O.C. WALL IN GARAGE SHEATHING TO MASONRY WALL PER • BOTTOM RIBBON PLAN �• NOTE: ALL FLOOR 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU NO MOISTURE BARRIER (FELT PAPER SEE CONNECTION OR SIM) IS PROVIDED SCHEDULE fis_3 TWO STORY PERP. FLOOR CONNECTION 3/4"=1'-011 ESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these ATTACHMENT w/{2) 12d BOTTOM PLATE U TOENAILS EA. END 2x SYP #� RIBBON (MIN ATTACH TO EACH Z U) = Z 2x4). TO TRUSS w/(4) N TRUSS/BLOCKING N � W W 0 16d NAILS; BOTTOM 11 BELOW USING 4lllx5 U LL RIBBON TO BE PT IF (2)2x4 SYP#2 ¢ Q W BRG DIRECTLY ON BLOCKING BETWEEN SDS SCREWS @ 6" O.C. H Z _ V "� 1 CMU EA. TRUSS. ATTACH F•-- CY 1X < (2) ROWS 8d NAILS @ EACH END TO TRUSS 0 0) Q = 3" O.C. TYP. WALL USING (4)16d w L J CO Q SHEATHING TO EA. � TOE -NAILS 0 c N Z � �— SEE PLAN FOR RIBBON SEE TRUSS LAYOUT _ � SIMPSON HETA16 AT CANTILEVER FOR HANGER ~ IL 04 MASONRY OR MTS12 AT WOOD FRAME NOTE: ALL FLOOR BLDG DESIGN: - - STRUCTURAL ENG: MCD WALL TRUSSES TO BE P.T. IF _..____ - DRAFTING: MASONRY OR FRAME NO MOISTURE -DESIGN: --- WALL PER PLAN BARRIER (FELT PAPER TRUSS PER PLAN -STRUCT_ DP/DJ -^ F' OR SIM) IS PROVIDED QC CHECK: CC JOB No. S1 CANTILEVERED FLOOR TRUSS CONNECTIONOs�iFLOOR TRUSS TO GIRDER CONNECTION _ _ ----- _PSQ-2171165 SCALE, AS INDICATED 3/4"=1'-0" 3/4rr=1'-0" DATE: 07/20/17 SD5 documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER 2 PLAN EXTERIOR SHEATHI 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ %2' J -BOLT OR EPDXY ANCHOR (J -BOLT PREFERED) @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN W Q� 0 EXTERIOR SHEATHING 0 FROM TOP OF WALL W TO BOTTOM OF SILL17- 4 PLATE ATTACH PER 2x4 CONT. W/ (2) 12d W = NAILING SCHEDULE NAILS TO EACH STUD O z ROOF SHEATHING O 2nd STORY WALL PER z H U ATTACH PER NAILING << W IMPSON H2.5 EA. I SCHEDULE PLAN Z W O �RUSS W I- 1 ( PRE-ENGINEERED p a TRUSS PER PLAN CLCWS Z <C • � 1 O O U 2x6 #2 SYP CONT. Q W = w LEDGER W/ (2) Y4"x3-1/2r, LCESS SDS WOOD SCREWS @ ISIMPSON LUS26. USE FLOOR TRUSS; SEE; LEDGER INTO LUS26-2 FOR 2PLY FRAMING PLAN FOR 'S UJI NUSSSHOP USS. VERIFY W/ H16 O.C. MAX. & 3 TRUSS DIRECTION AND FROM EA. END - USE (3) I CONNECTION DETAIL W DRAWINGS SCREWS FOR 24" O.C. a L_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO O MASONRY WALL PER a®®� W 11111111/i M ®' d. EA. TRUSS, 24 0O.C. PLAN p ® �. �►� ®®®is D - MAX. (AT EA. SIDE OF 00 Z�� �` •• °®•••.• •� '® j OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) ¢` ®••:�'� Y Q W D04 LEDGER LOW ROOF Q V •®•®®®i •®•• ®® 0 W z O rrll EXT. SHEATHING FROM EXT. SHEATHING Cl)> V 0 ALIGN 2ND FLOOR TOP OF WALL TO DBL 2x8 MIN. SPF #2 @ 16 ATTACH PER NAILING p STUDS w/ 1ST FLOOR BOTTOM PLATE. IF O.C. - SEE FRAMING SCHEDULE 2x8's MIN. SPF #2 @ 16" STUDS SHEATHING IS NOT PLAN FOR MORE INFO. O.C. MAX W/ MID POINT dJf�f�� N 3 ' CONT. ADD BLOCKING BLOCKING (U.N.O.) EXT. FINISH PER (2) 2x SPF#2 BASE @ SHEATHING SPLICE 2x4 BLOCKING ARCHS PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS BETWEEN STUDS Wl U J a 2 12d TOE NAILS MSTAM24 EA. SIDE OF Q p Z W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 ( ) TRUSS, THEN ATTACH @TOP REQ EACH END EA. STUD TO WALL BELOW W/ (9) 1Od W U O o 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING SEE LD02/SD2 FOR SHEATHING PER PLAN '" cq p NAILS AND (5) 1/4"x2 L1 Z MORE INFO. ATTACH PER NAILING 12" O.C. SCHEDULE U) SIG a @ ATTACH PER NAILING 3/4'" TAPCONS PER t 4 W O SCHEDULE STRAP; CENTER ° LL 2x4 SYP#2 BLOCKING- STRAP BETWEEN ° 2x8 #2 SYP P.T.'I,SILL O o Z y� SIMPSON C11$ PER W/ (2)10d TOE NAILS 2x8 #2 SYP P.T. SILL MASONRY WALL AND ° 7 Y ' �� Z N WF16/SD6 PLATE W/ 1/2" J -BOLT FRAME WALL • PLATE wl 112 J -;POLY W/ MIN. 7 EMBED. @ 6 OR EPDXY ANCHOR 0 o� C)FROM EACH END & @ CONTRACTOR MAY USE BOLT (J -BOLT U O 1�-� (2) 2x TOP PLATE 32" O.C. MAX W/ SIMPSON HTT4 AT PREFERED) W/' MIN. 7 Q WASHER. ALTERNATE WINDOW JAMB STUDS EMBED. @ 32" O.C. & T' (2) 2x SPF TOPUJ w CONNECTION: USE ALTERNATE, IF SHEATHING IS NOT INSTEAD OF INDICATED FROM EA.END PLATES U.N.O.Ln ALL THREAD ROD W/ 7" CONTINUOUS TO BASE EXTERIOR FLAT STRAP. UJ SEE PLAN FOR MIN. EMBED USING PLATE, SP8 TOP AND INTERIOR FLAT STRAP SHEATHING TO!, (2) 2x HEADER ~ O LOW ROOF TRUSS W U BEARING WALL SIMPSON SET -XP BOTTOM ARE REQ'D IS STILL REQUIRED AT OVERLAP BOTTOM 16" TALL RAISED HEEL JAMB STUD CONDITION PLATE 1 1/4" (MIN.) SEE FLOOR PLAN SP4 TOP & W REQUIREMENTS EPDXY @ 6" FROM BOTTOM CHORD FOR MORE INFO BOTTOM OF EA. U Z EACH END & @ 32" O.C. °: C.M.U. WALL PER PLAN 1x PT NAILER AS REQ'D STUD U.N.O. z EXTENSION MAX W1 WASHER SEE ARCHS FOR <C J FURRING AND a -- INTERIOR FINISH ° CONT. #5 IN TIE BEAM\_LSTA30 HEADER" SIMPSON CS18 O m U a SEE FRAMING PLAN FOR CONNECTION MASONRY WALL PER TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO _AF�lVE U � �v�aP F2 SECTION 2 STORY BRG.SECTION @ OPEN TO ABO PLAN STUDS ABOVE ARE HEADER BELOW Q LU _j C' V7 EXT. FINISH PER '• •' � ARCHS •° TO ALIGN W/ STUDS z U) z � M n E 3/4"=1'-0" 111=11-011 r. ,r BELOW ,r o 0aw z W -j - FO WALL SPLICE DETAILS 1/2 THREADED ROD WITHIN 6 OF /2 THREADED ROD w e� Q 0 c BUILT UP COLUMN ABOVE W/ NUT @ 32" O.C. MAX W/ Z 0 H 0 (D � 2x BRG WALL W/ SIMPSON 2x BLOCKING W/ (2) 12d 1-112"=1'-0" & 2" WASHER TOP & BOTTOM. NUT & 2" WASHER CL i_ ? to SP2 TOP & SP1 BASE. M ct: ti @ @ TOENAILS EACH END TOP & BOTTOM W -� tr z a 8 LSTA18 OR MTS12 MAY BE 0 � <[ O 0 u) V q USED BASE2x BASE PLATE W/{2) PRE ENGINEERED Z fl10�2W� c �/ D ZQ�PLZ E EXTERIOR SHEATHING 12d NAILS @'12" O.C. 12 TRUSSES @ 24 O.C. R 2x SPF BASE o Q Q d z 0 MAX. PER PLAN ' PLATE 0 LL ATTACH PER NAILING 3/4" FLOOR SHEATHING PER PLAN SEE ARCHS FOR ROOF EL J N Ui SCHEDULE p L,�., � r- a H ATTACHED PER WATERPROOFING AND Z W Z 0 U C <C NAILING SCHEDULE FINISH N (2) 2x4 #2 SYP TRUSS ANCHOR (SEE PROVIDE SOLID BLOCKING PRE-ENGINEERED Z J BLOCKING w/ SIMPSON �--- HUC24-2 EACH END, PLAN) WITHIN FLOOR SYSTEM Q FLOOR SYSTEM ROOF SHEATHING UNDER BUILT UP COLUMNS KNEEWALL OR SEE PLAN ATTACHED PER BEAM d USE (4) 1Od & (2) 10d �i- ,....�.. NAILS. UNDER ----- F- W CN WINDOW JAMBS USE (2) 2x TOP PLATE NAILING SCHEDULELU (2) 2x6 w/ HUC26-2. FLOOR TRUSS PER O.H. PER ELEV. �'" _ PLAN LOW ROOF TRUSS SEE MASONRY (SHOWN) (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" TRUSS PLAN FOR OR WOOD WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING (2) 2x SPF TOP o p V SHEATHING CONT, TO 2x4 BLOCKS, (2) 16d CONNECTIONS PLAN (2) CONNECTIONS FROM TOP OF WALL TOA PLATES U.N.O. BOTTOM OF TRUSS/ W z 0 r 2nd STORY WALL NAILS @ EA. END. BOTTOM PLATE BLOCKADJACENT fisi SECTION C! RAISED HEEL TRUSS GIRDER SEE PLAN FOR (2) 2x HEADER W ATTACH PER NAILING BAYS @ EA. DIAG. AS 1/2rr=1r-0 INFO: IF WALL -011 WINDOUMATTACHMENT B SEE FLOOR PLAN LU Q 0 SCHEDULE SHOWN. FASTEN ROOF WINDOW SEE PLAN FOR MORE INFO SHEATHING ISN'T CONT. W SHEATHING TO FOR LOCATION 2x STUDS SEE PLAN UJ W 2x4 NAILER W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ TOP LSTA18 STRAPS ARE W J rr BLOCKS W/ 8d NAILS @ - (2) 2x BASE PLATE w/ , STUDS ABOVE ARE >10d NAILS @ 16 O.C.R11 &SP1 @BASE. LSTA18 OR MTS12 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO W 2x4 STUDS @ 16" O.C. (2) 12d NAILS @ 12" MAY BE USED @ BASE.(WHEN WALL O.C. USE SIMPSON TOENAILS EACH SIDE GIRDER, BELOW TO ALIGN W/ STUDS IS CONT. BRG ON TRUSS STRAP BELOW O Q W MTS12 OR LSTA18 TO IF WALL SHEATHING IS SEE LD02/SD2 FOR Z Z 1/2" GYP. BOARD (5) 16d NAILS BRACE BLOCKING BELOW. STUDS w/ LSTA18 @ 16 O.C. TO STOPPED BELOW MORE INFO IF I STA3 � j W (' W TRUSS BELOW) ROOF LINE TRUSSES ARE HEADER TO _I J 2x4 BRACE TO EA. NOT REQ'D IF STUD IS Q a ADJACENT DIAGONAL TO B OCKING 2x P.T. BASE PLATE SEE ADJ CONNECTED w/ MTS12 3/4" FLOOR SHEATHING ATTACHED PARALLiEL TO WALL �( 2x BASE PLATE W/ 12d BEARING SCHEDULE FOR BUILT UP F- W r FASTEN TO DIAG. W/ OR LSTA18 PER NAILING SCHEDULE @ 24" O.C. TO FLOOR ROOF SHEATHING A.B. INFO STUD z n Q (2) 16d NAILS 2x BLOCKING W/ (2) 12d FLOOR TRUSS PER SYSTEM BELOW ATTACHED PERIn © Cy LLQ < SIMPSON H1OA @ EA. TOENAILS EACH END PLAN NAILING SCHEDULE w W U m Q DIAGONAL BRACE TRUSSES PER PLYWOOD FLOORING - �� SEE FOUND. PLAN FOR FTG. REQ. PLAN SEE FLOOR FRAMING 1/2" J -BOLTS 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / A 0 j C4 Z ALL THREAD ROD ., @ STRAPS TOP & Z @ 48" O.C.; SEE WALL BRACING @ 4$'" (2) 2x4 #2 SYP PLAN FOR MORE INFO A WALL & WALL OPENINGS @ 32" o.c. B KINGS # OF STUDS TO MATCH o BOTTOM OF EA. STUD QLL N O.C. MAX. 45 FROM BLOCKING w/ SIMPSON MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL FOUNDATION DETAILS • • SEE PLAN HORIZONTAL (+/-10°) HUC24-2 EACH END BLDG DESIGN: --- FOR CONNECTION @ �. WASHER SEE BEARING WALL BRACE NOT REQUIRED USE (4) 10d & (2) 10d SEE PLAN FOR '� SCHEDULE STRUCTURAL ENG MCD BASE ' FROM EAVES TRUSS DIRECTION SCHEDULE FOR MORE INFORMATION. �w_._ _ _...... 11 DRAFTING• 2x4 BOTTOM PLATE, 6 NAILS. UNDER T _ ALTERNATE CONNECTION; 1/2 ALL AT OPENINGS LARGER THAN CONNECT TO DOUBLE 2x LEDGER TO UPPER WINDOW JAMBS ONLY & MORE INFO " ('s) THREAD ROD 6 FROM EA. END OF 4-2 ATTACH TOP PLATE TO TOP PLATE W/ 16d FLOOR WALL W/ LOW ROOF TRUSS SEE TRUSS - WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT NAILS @,6 O.C. FLOOR GIRDER SEE 1/4" X 3-1/2" SIMPSON PLAN FOR CONNECTIONS (IF MAX (7" MIN.EMBED USING SIMPSON OVER 1N/ (5) 10d NAILS INTO TOP SDS SCREW @ 16„ O.C. TRUSS IS CONT. BRG ON 2 SEE TRUSS LAYOUT SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO (2) 2x4 TOP PLATE" MASONRY (SHOWN) PLAN FOR HEADER O.S.B. TO OVERLAP MASONRY USE HETA16/20 @ 24 FOR TRUSS LOCATION 2x BEARING WALL W/ BOTTOM PLATE 1 1/4” O.C. OR ON WOOD USE HGA OR WOOD WALL PER CONNECTION & CONNECTION INFO ROOF LOAD (MIN.) CLIPS @ 24" O.C.) PLAN /''`� iia( ;4 _-rvnrr%nl r:1 i 1Mr%r_-r'j ^In MC'A11A ACl nn 0-r^ \/ IKITCM1^M MCAMIwIP+ IAIA1 1 TAC CONSULTING & DESIGN OF WMR & ASSOCIATES L.L.C.An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ,COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MON O Y p p -DESIGN: STRUCT: DP / DJ TT ^ QC CHECK: CC JOB No. PSQ-2171165 SCALE: AS INDICATED DATE: 07/20/17 SD6 FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING -- I ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS SCHEDULE IPRE-ENGINEERED — TRUSS PER PLAN I ° 2x6 #2 SYP CONT. LEDGER W/ (2) %4'4-1/2" AL SDS WOOD SCREWS @ I 16" O.C. MAX. & 3" FROM EA. END - USE IRECESS (3) SCREWS FOR 24" SIMPSON LUS26. USE LEDGER INTO O.C. LUS26-2 FOR 2PLY RUSS. VERIFY W/ F I TRUSS RUSS SHOP 1 (DRAWINGS 2x8 SYP #2 LEDGER W _ MIN. (4) 16d NAILS TO EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ %2' J -BOLT OR EPDXY ANCHOR (J -BOLT PREFERED) @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN W Q� 0 EXTERIOR SHEATHING 0 FROM TOP OF WALL W TO BOTTOM OF SILL17- 4 PLATE ATTACH PER 2x4 CONT. W/ (2) 12d W = NAILING SCHEDULE NAILS TO EACH STUD O z ROOF SHEATHING O 2nd STORY WALL PER z H U ATTACH PER NAILING << W IMPSON H2.5 EA. I SCHEDULE PLAN Z W O �RUSS W I- 1 ( PRE-ENGINEERED p a TRUSS PER PLAN CLCWS Z <C • � 1 O O U 2x6 #2 SYP CONT. Q W = w LEDGER W/ (2) Y4"x3-1/2r, LCESS SDS WOOD SCREWS @ ISIMPSON LUS26. USE FLOOR TRUSS; SEE; LEDGER INTO LUS26-2 FOR 2PLY FRAMING PLAN FOR 'S UJI NUSSSHOP USS. VERIFY W/ H16 O.C. MAX. & 3 TRUSS DIRECTION AND FROM EA. END - USE (3) I CONNECTION DETAIL W DRAWINGS SCREWS FOR 24" O.C. a L_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO O MASONRY WALL PER a®®� W 11111111/i M ®' d. EA. TRUSS, 24 0O.C. PLAN p ® �. �►� ®®®is D - MAX. (AT EA. SIDE OF 00 Z�� �` •• °®•••.• •� '® j OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) ¢` ®••:�'� Y Q W D04 LEDGER LOW ROOF Q V •®•®®®i •®•• ®® 0 W z O rrll EXT. SHEATHING FROM EXT. SHEATHING Cl)> V 0 ALIGN 2ND FLOOR TOP OF WALL TO DBL 2x8 MIN. SPF #2 @ 16 ATTACH PER NAILING p STUDS w/ 1ST FLOOR BOTTOM PLATE. IF O.C. - SEE FRAMING SCHEDULE 2x8's MIN. SPF #2 @ 16" STUDS SHEATHING IS NOT PLAN FOR MORE INFO. O.C. MAX W/ MID POINT dJf�f�� N 3 ' CONT. ADD BLOCKING BLOCKING (U.N.O.) EXT. FINISH PER (2) 2x SPF#2 BASE @ SHEATHING SPLICE 2x4 BLOCKING ARCHS PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS BETWEEN STUDS Wl U J a 2 12d TOE NAILS MSTAM24 EA. SIDE OF Q p Z W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 ( ) TRUSS, THEN ATTACH @TOP REQ EACH END EA. STUD TO WALL BELOW W/ (9) 1Od W U O o 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING SEE LD02/SD2 FOR SHEATHING PER PLAN '" cq p NAILS AND (5) 1/4"x2 L1 Z MORE INFO. ATTACH PER NAILING 12" O.C. SCHEDULE U) SIG a @ ATTACH PER NAILING 3/4'" TAPCONS PER t 4 W O SCHEDULE STRAP; CENTER ° LL 2x4 SYP#2 BLOCKING- STRAP BETWEEN ° 2x8 #2 SYP P.T.'I,SILL O o Z y� SIMPSON C11$ PER W/ (2)10d TOE NAILS 2x8 #2 SYP P.T. SILL MASONRY WALL AND ° 7 Y ' �� Z N WF16/SD6 PLATE W/ 1/2" J -BOLT FRAME WALL • PLATE wl 112 J -;POLY W/ MIN. 7 EMBED. @ 6 OR EPDXY ANCHOR 0 o� C)FROM EACH END & @ CONTRACTOR MAY USE BOLT (J -BOLT U O 1�-� (2) 2x TOP PLATE 32" O.C. MAX W/ SIMPSON HTT4 AT PREFERED) W/' MIN. 7 Q WASHER. ALTERNATE WINDOW JAMB STUDS EMBED. @ 32" O.C. & T' (2) 2x SPF TOPUJ w CONNECTION: USE ALTERNATE, IF SHEATHING IS NOT INSTEAD OF INDICATED FROM EA.END PLATES U.N.O.Ln ALL THREAD ROD W/ 7" CONTINUOUS TO BASE EXTERIOR FLAT STRAP. UJ SEE PLAN FOR MIN. EMBED USING PLATE, SP8 TOP AND INTERIOR FLAT STRAP SHEATHING TO!, (2) 2x HEADER ~ O LOW ROOF TRUSS W U BEARING WALL SIMPSON SET -XP BOTTOM ARE REQ'D IS STILL REQUIRED AT OVERLAP BOTTOM 16" TALL RAISED HEEL JAMB STUD CONDITION PLATE 1 1/4" (MIN.) SEE FLOOR PLAN SP4 TOP & W REQUIREMENTS EPDXY @ 6" FROM BOTTOM CHORD FOR MORE INFO BOTTOM OF EA. U Z EACH END & @ 32" O.C. °: C.M.U. WALL PER PLAN 1x PT NAILER AS REQ'D STUD U.N.O. z EXTENSION MAX W1 WASHER SEE ARCHS FOR <C J FURRING AND a -- INTERIOR FINISH ° CONT. #5 IN TIE BEAM\_LSTA30 HEADER" SIMPSON CS18 O m U a SEE FRAMING PLAN FOR CONNECTION MASONRY WALL PER TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO _AF�lVE U � �v�aP F2 SECTION 2 STORY BRG.SECTION @ OPEN TO ABO PLAN STUDS ABOVE ARE HEADER BELOW Q LU _j C' V7 EXT. FINISH PER '• •' � ARCHS •° TO ALIGN W/ STUDS z U) z � M n E 3/4"=1'-0" 111=11-011 r. ,r BELOW ,r o 0aw z W -j - FO WALL SPLICE DETAILS 1/2 THREADED ROD WITHIN 6 OF /2 THREADED ROD w e� Q 0 c BUILT UP COLUMN ABOVE W/ NUT @ 32" O.C. MAX W/ Z 0 H 0 (D � 2x BRG WALL W/ SIMPSON 2x BLOCKING W/ (2) 12d 1-112"=1'-0" & 2" WASHER TOP & BOTTOM. NUT & 2" WASHER CL i_ ? to SP2 TOP & SP1 BASE. M ct: ti @ @ TOENAILS EACH END TOP & BOTTOM W -� tr z a 8 LSTA18 OR MTS12 MAY BE 0 � <[ O 0 u) V q USED BASE2x BASE PLATE W/{2) PRE ENGINEERED Z fl10�2W� c �/ D ZQ�PLZ E EXTERIOR SHEATHING 12d NAILS @'12" O.C. 12 TRUSSES @ 24 O.C. R 2x SPF BASE o Q Q d z 0 MAX. PER PLAN ' PLATE 0 LL ATTACH PER NAILING 3/4" FLOOR SHEATHING PER PLAN SEE ARCHS FOR ROOF EL J N Ui SCHEDULE p L,�., � r- a H ATTACHED PER WATERPROOFING AND Z W Z 0 U C <C NAILING SCHEDULE FINISH N (2) 2x4 #2 SYP TRUSS ANCHOR (SEE PROVIDE SOLID BLOCKING PRE-ENGINEERED Z J BLOCKING w/ SIMPSON �--- HUC24-2 EACH END, PLAN) WITHIN FLOOR SYSTEM Q FLOOR SYSTEM ROOF SHEATHING UNDER BUILT UP COLUMNS KNEEWALL OR SEE PLAN ATTACHED PER BEAM d USE (4) 1Od & (2) 10d �i- ,....�.. NAILS. UNDER ----- F- W CN WINDOW JAMBS USE (2) 2x TOP PLATE NAILING SCHEDULELU (2) 2x6 w/ HUC26-2. FLOOR TRUSS PER O.H. PER ELEV. �'" _ PLAN LOW ROOF TRUSS SEE MASONRY (SHOWN) (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" TRUSS PLAN FOR OR WOOD WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING (2) 2x SPF TOP o p V SHEATHING CONT, TO 2x4 BLOCKS, (2) 16d CONNECTIONS PLAN (2) CONNECTIONS FROM TOP OF WALL TOA PLATES U.N.O. BOTTOM OF TRUSS/ W z 0 r 2nd STORY WALL NAILS @ EA. END. BOTTOM PLATE BLOCKADJACENT fisi SECTION C! RAISED HEEL TRUSS GIRDER SEE PLAN FOR (2) 2x HEADER W ATTACH PER NAILING BAYS @ EA. DIAG. AS 1/2rr=1r-0 INFO: IF WALL -011 WINDOUMATTACHMENT B SEE FLOOR PLAN LU Q 0 SCHEDULE SHOWN. FASTEN ROOF WINDOW SEE PLAN FOR MORE INFO SHEATHING ISN'T CONT. W SHEATHING TO FOR LOCATION 2x STUDS SEE PLAN UJ W 2x4 NAILER W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ TOP LSTA18 STRAPS ARE W J rr BLOCKS W/ 8d NAILS @ - (2) 2x BASE PLATE w/ , STUDS ABOVE ARE >10d NAILS @ 16 O.C.R11 &SP1 @BASE. LSTA18 OR MTS12 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO W 2x4 STUDS @ 16" O.C. (2) 12d NAILS @ 12" MAY BE USED @ BASE.(WHEN WALL O.C. USE SIMPSON TOENAILS EACH SIDE GIRDER, BELOW TO ALIGN W/ STUDS IS CONT. BRG ON TRUSS STRAP BELOW O Q W MTS12 OR LSTA18 TO IF WALL SHEATHING IS SEE LD02/SD2 FOR Z Z 1/2" GYP. BOARD (5) 16d NAILS BRACE BLOCKING BELOW. STUDS w/ LSTA18 @ 16 O.C. TO STOPPED BELOW MORE INFO IF I STA3 � j W (' W TRUSS BELOW) ROOF LINE TRUSSES ARE HEADER TO _I J 2x4 BRACE TO EA. NOT REQ'D IF STUD IS Q a ADJACENT DIAGONAL TO B OCKING 2x P.T. BASE PLATE SEE ADJ CONNECTED w/ MTS12 3/4" FLOOR SHEATHING ATTACHED PARALLiEL TO WALL �( 2x BASE PLATE W/ 12d BEARING SCHEDULE FOR BUILT UP F- W r FASTEN TO DIAG. W/ OR LSTA18 PER NAILING SCHEDULE @ 24" O.C. TO FLOOR ROOF SHEATHING A.B. INFO STUD z n Q (2) 16d NAILS 2x BLOCKING W/ (2) 12d FLOOR TRUSS PER SYSTEM BELOW ATTACHED PERIn © Cy LLQ < SIMPSON H1OA @ EA. TOENAILS EACH END PLAN NAILING SCHEDULE w W U m Q DIAGONAL BRACE TRUSSES PER PLYWOOD FLOORING - �� SEE FOUND. PLAN FOR FTG. REQ. PLAN SEE FLOOR FRAMING 1/2" J -BOLTS 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / A 0 j C4 Z ALL THREAD ROD ., @ STRAPS TOP & Z @ 48" O.C.; SEE WALL BRACING @ 4$'" (2) 2x4 #2 SYP PLAN FOR MORE INFO A WALL & WALL OPENINGS @ 32" o.c. B KINGS # OF STUDS TO MATCH o BOTTOM OF EA. STUD QLL N O.C. MAX. 45 FROM BLOCKING w/ SIMPSON MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL FOUNDATION DETAILS • • SEE PLAN HORIZONTAL (+/-10°) HUC24-2 EACH END BLDG DESIGN: --- FOR CONNECTION @ �. WASHER SEE BEARING WALL BRACE NOT REQUIRED USE (4) 10d & (2) 10d SEE PLAN FOR '� SCHEDULE STRUCTURAL ENG MCD BASE ' FROM EAVES TRUSS DIRECTION SCHEDULE FOR MORE INFORMATION. �w_._ _ _...... 11 DRAFTING• 2x4 BOTTOM PLATE, 6 NAILS. UNDER T _ ALTERNATE CONNECTION; 1/2 ALL AT OPENINGS LARGER THAN CONNECT TO DOUBLE 2x LEDGER TO UPPER WINDOW JAMBS ONLY & MORE INFO " ('s) THREAD ROD 6 FROM EA. END OF 4-2 ATTACH TOP PLATE TO TOP PLATE W/ 16d FLOOR WALL W/ LOW ROOF TRUSS SEE TRUSS - WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT NAILS @,6 O.C. FLOOR GIRDER SEE 1/4" X 3-1/2" SIMPSON PLAN FOR CONNECTIONS (IF MAX (7" MIN.EMBED USING SIMPSON OVER 1N/ (5) 10d NAILS INTO TOP SDS SCREW @ 16„ O.C. TRUSS IS CONT. BRG ON 2 SEE TRUSS LAYOUT SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO (2) 2x4 TOP PLATE" MASONRY (SHOWN) PLAN FOR HEADER O.S.B. TO OVERLAP MASONRY USE HETA16/20 @ 24 FOR TRUSS LOCATION 2x BEARING WALL W/ BOTTOM PLATE 1 1/4” O.C. OR ON WOOD USE HGA OR WOOD WALL PER CONNECTION & CONNECTION INFO ROOF LOAD (MIN.) CLIPS @ 24" O.C.) PLAN /''`� iia( ;4 _-rvnrr%nl r:1 i 1Mr%r_-r'j ^In MC'A11A ACl nn 0-r^ \/ IKITCM1^M MCAMIwIP+ IAIA1 1 TAC CONSULTING & DESIGN OF WMR & ASSOCIATES L.L.C.An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ,COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MON O Y p p -DESIGN: STRUCT: DP / DJ TT ^ QC CHECK: CC JOB No. PSQ-2171165 SCALE: AS INDICATED DATE: 07/20/17 SD6 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 — STRINGERS W/ STUDS REQ'D @ END FLOOR SIMPSON 34 CLIP TO OF LANDING W/ MIN. (6) 16d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT-UP STUD COLUMN LINE UP 2xJOIST IN 6" MIN. D 3)2x12 LINE WITH MIDDLE STANDAR { 2x12 STRINGER TO BE SYP#2 STRINGERS W/ UTILIZED AS BLOCKING 10 SIMPSON A35 / A34 CLIP TO FLOOR MIN. 2x8 SYP#2 JOISTS SYSTEM &LANDING @ LANDING @ 16"O.C. FRAMING o W/ SIMPSON A35 OR 0 LUS26 HANGER ON _ U_ EACH SIDE s 4 O U)MID SPAN BLOCKING (2) 2x12 SYP#2 BEAM o U_ PER SCHEDULE REQ'D TO MATCH JOIST DEPTH W/ (3) 10d w END OF LANDING TOENAILS EACH END FOR STRINGERS TO ° 10" MIN. CONNECT TO. BEAM TO BEAR DIRECTLY ON MIN. 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS Lzzzz ATTACHING TO MASONRY BELOW OR I WALL) CONT. LEDGER w/ (3) ALTERNATE HANGER 16d NAILS 16" O.C. MAX. @ RIGHT OF THIS SEE TABLE FOR MAX. TO EACH STUD. ((2) 1/4" x 3 DETAIL WIDTH OF LANDING 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW @ 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) STAIR WINDER DETAIL MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB PLYWOOD SHEATHING FROM (2)2x12 SYP#2 OF LANDING SHEATHING OVER - OVER LANDING HEADER TO BUILT UP LANDING ATTACHED ATTACHED PER STUD COLUMN PER GENERAL FLOOR MIN. 2x8 SYP#2 JOIST CONSTRUCTION LEDGER (P.T. IF GENERALFLOOR OPTIONAL (2)2x12 SYP#2 ATTACHING TO CONSTRUCTION ATTACHMENT TO NOTES MASONRY WALL) NOTES CMU/LEDGER IN LIEU OF BEAM @ END OF BUILT UP COLUMN 16" O.C. LANDING PER WOOD: MID SPAN BLOCKING MAX SCHEDULE HU210-2/HUC210-2 W/ TO MATCH JOIST OPTIONAL (2)2x12 SYP#2 (18)16d NAILS TO DEPTH W/ (3) 10d ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORTAND 99 TOENAILS EACH END IN LIEU OF BUILT UP COLUMN (10)10d NAILS TO (2)2x12 z WOOD: SYP#2 HEADER U-5 HU210-2/HUC210-2 W/ (18)16d MASONRY: � 0 NAILS TO LEDGER/SUPPORT co HU210-2/HUC210-2 W/ AND (10)10d NAILS TO (2)2x12 (18) 1/4"x3-1/4" TAPCONS W o SIMPSON A35 SYP#2 HEADER TO CMU AND (10) 10d CONNECTIONS MASONRY: NAILS TO (2)2x12 SYP#2 SEE PLAN FOR HU210-2/HUC210-2 W/ (18) HEADER MASONRY WALL OR MASONRY OR 1/4"x3-1/4" TAPCONS TO CMU STANDARD (3) 2X12 WOOD WALL FRAME WALLABEYOND AND (10) 10d NAILS TO (2)2x12 SYP #2 STRINGERS W/ p SYP#2 HEADER SIMPSON A34 / A35 Bf CLIP TO FLOOR SYSTEM &LANDING FRAMING 13-13 CROSS SECTION OF BEAM TO LEDGER (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF SCHEDULE REQ'D @ END OF ATTACHING TO MASONRY OR STRINGERS F MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d STRINGERS TO BE NOTCHED LANDING F CONNECT ORTO. BEAM TO BEAR @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH AT LANDING OR LET -IN 2x4 DIRECTLY ON BUILT T W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS SYP#2 CLEAT AND ATTACH TO COLUMNS BELOW T LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY JOISTS BELOW W/(2) -12d NAILS EACH SIDE WALL) @ 16" O.C. ALTERNATE HANGER @ RIGHT OF THIS DETAIL (3) 16d TOENAILS A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O C TOP AND A35 @ EA. STRINGER BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" BOTTOM CHORD TO LANDING W r NOTE: FLOOR SYSTEM PER SEE ARCHS. FOR MAX. 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM RISE OF STEPS AND FRAMING PLAN TYP. CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBG. MIN. TREAD DEPTH o 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR e STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)124 NAILS AT 8" O.C. Qp D o 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO PENDING LANDING CONSTRUCTION. \ HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE O REQUIRED. SEE PLAN 2x12 STRINGERS ONE IN, FOR REQUIRED HEADER AND ON EACH SIDE AND SUPPORT ONE @MID -SPAN A A INFORMATION. A34 @ EA. STRINGER W TO LANDING 2x JOIST (P.T. IF 2x ATTACHED TO ATTACHING TO MASONRY I=- III — STRINGER (2) 2x12 SYP#`•2 BEAM WALL) CONT LEDGER w/ I I I I I I I PER SCHEDULE @ END (3) 16d NAILS @ 16'0.C. OF LANDING FOR MAX. TO EACH STUD. ((2) LL O 2x12 STRINGERS ONE I I I I STRINGERS TO 1/4" x3-1/4" TAPCONS ON EACH SIDE AND I I 1 I CONNECT TO, BEAM 16" O.C. MAX. FOR ONE @ MID -SPAN TO BEAR DIRECTLY ON MASONRY WALL) I I I I BUILT UP COLUMN '/ BELOW. A35 CONNECTION I I I O Ow ~ WOOD OR MASONRY WALL SEE PLAN FOR 2x8 P.T. SPF #2 (MIN.) LET -IN MIN. (3) 2x4 SYP #2 MORE INFO FASTEN TO SLAB USING COLUMN 2x JOIST PER MIN. (6),1/4"x3-1/4" EVENLY SCHEDULE SPACED TAPCONS @ MIN. > O END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4"=1`-U" Lr.© O W WCL COPYRIGHT MCD 2015: The information contained in this document is copyrighted and dulica is the exclusive property of MONTH CONSULTING &DESIGN, OF WMRLC. An &ASSOCIATES, L y use p W r Q o Qp D o O W I=- LL O _ z F- O Ow ~ Z _j w0 > O O F— Lr.© O W WCL W C7 ZQ H O U <0 0 Q W =W Z .F- m W CL U®® w r00 p.® cley� 0 o® r' Oct.• + = Z ila D ad W 0 U.•®.®••• �, ®® d r PR®F ® O r reeiLL cn z O 0 �1�6Jf ce) Ld F_ O z W W O V w p a p U) ZLU , LL 0 O a Z O O Q' O F --i Op W W .r- , F- - NOT USED W �o 0 .J LU O z J 0 m z W (D 3%2' 2x4 #2 SPF STUDS U r C) U5 C) o`r SEE ARCH PLAN I I 2x4 CONT. 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TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE Z Z r STUDS W/ (2) 16d. TOE 32" ATTACHED TO TRUSS 0 NAILS PLANW BELOW (OTHERWISE W11— O _qVMMAX. SEE ARCH 4'-0" FLOOR ATTACH W/ (2) 12d p Q ABOVE i TOENAILS @ BOTTOM) W W 2x4 #2 SPF STUDS @ X x W w y J W 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) _ N W > TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 10d ., W 0.1i Q ACCOMMODATE 2x CONT. BRACE & = Z 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO W O W NOTCH SILL AND 10d NAILS @ 4" O.C. _ __ -"" FLOOR SHEATHING LU W � PLYWOOD FLOORING L (NOTCHED @ 2x6 Q W Q,, TO ALLOW VERTICAL VERTICAL LOCATIONS). ) ATTACH 2x4 TO TRUSS Z (, TO SLIDE DOWN', W/ (2) %4"x3" SDS W FACE OF TRUSS SCREWS EQUALLY LU C) 'a Z a � SPACED & CENTERED W W m C) ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS _-) !V Z O TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS @ANY OPENING F- CL N EQUALLY BLDG DESIGN: --- SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE STRUCTURAL ENG: MCD _... ---- DRAFTING: FACE OF TRUSS -DESIGN SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR -sTRucT DP/DJ — N.T.S. QC CHECK: CC JOB No. PSQ-2171165 SCALE: AS INDICATED rSTO'3 SECTION @ HANDRAIL W/ DATE: 07/20/17 _LL ST1 FLOOR TRUSSES SCALE: 3/4" =1'-0" tion, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.