The URL can be used to link to this page

Home My WebLink About3722 Saltmarsh Lp 17-3738 (a)F'AF,14 �Iw 40or co Q v O s B�! cn N� b Lu C co . `�®g1111191�/fir'®o Bi -oz W- 4*0 dU • Z r 'W CD0 ^�A c0 E° a I.I.I z ®• O m. °° • O r - O ti M 0 U .a J C LL CLQ (� (n C I` 'gin ,r I.-, N C��-O0 > '6 I (D a c CN (D O G N , r (D I` p .—" O E S—S 00 Q LL ILo ML c � rnw z a� z i3 as a E O N s x W p (7 M W i � Q i r N � J N 00 y` .J ^ 0 E u � ■ � � ccr�y -� CEJ M j M ' O J i � O O N Z3 O Q (n O (n M co � 0o0 CL V rq LANA O � O N d' 0 Lo- > -o a� >_ o c c �., O o w L 0 a R r � ISSUE DATE 11/09/2017 REVISIONS _-_-.----.._- ............._... - --- -- ---- PROJECT: 17-0308 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE 4 �00 Q' LCI. Wj ca ,, �r`°�� b►�JjAd< Lu ! uw ' cc: Z :`% 0: C) �o © M O � U _C.0 cn N C (o Q cL m N( 0 c ._, O E w Lo c6 1C 00 u- vi � •N W QY � E 0 � w E 0 W Y :1l Y Y 1 Y i W a V E M N O WM w w �Z- J 0 z z a m 0 � O o O �7- O (! o ,-r-j-i tT iN QNO Ln ¢ 0 O o o O Ld . 0) z .0 Q Qj 0 L C a C NO .0 w 4 w Ln O a m o '■ r w w z w O ISSUE DATE 11/09/2017 w REVISIONS o Of < PROJECT: 17-0308 z SCALE: AS NOTED ¢ DRAWN BY: JML & JFT DESIGNED BY: MJS SLAB PLAN (2) 4050 S.H. — 15'-4" Gathering Room 9'-4" CLC. '4 N A/C COMP. H.B. T - 2X6 FRAME &- . .. .. __--- _.. KNEEWALL c BELOW 36" NCD e ---...._ - -- - - - BARTOP `" __ 1( _l u: DBL. SINK w/ D.W. TC c 18"-8"" DISPOSAL 8"-10'" c., Q.--- _ --.--- _... RANGEw/ Kitchen . HOOD ABV 9'-4- CLC. -- a w ---- - __ 42" KNEEWALL W/ u_ olw L_I �.._� - § ... COUNTERTOP_ �► DECO CAP o -� 36" HT. w/ CAB. ABV. (TYP.) N M _ - -- - B L4 AN RY / 6" AN RAL ( P) pg - N - SLOPE C IG, N I ers u- ?s ul 8 R @ 5/3 "' N 2"-4 X-8"5- ) - ��2..�., / 17 10111"-0," 4.,,4," M T _......._ .. - _ -- C c �CI(11 T N W.H. FULL HT. "' Z112" GYPSUM BOARDS PPLIED Pw�r. c WALL TO GARAGE SIDE & UNDER 4 STAIRSURFACE AND SIDES 9'-4" CLC. N 2'-4" 15.-81" 4".0" L`� 5",4" 4 TTI SI W.C. w� 2030 F.G. 8"" (TEMPS._., - Covered Lanai � z 2- INDICATES NUMBER OF WINDOWS. 9'-4" CLG. F.F.F. 4 I 2.-8" -4" 4 I I 81.0"x 8'-0" S.G.D. w o Y nt SL - SIDE LIGHT ao _� .n FG - FIXED GLASS Dining Room 9'-4" CLC. 11'-4" CLC F.F.F. (2) 4050 S.H. — 15'-4" Gathering Room 9'-4" CLC. '4 N A/C COMP. H.B. T - 2X6 FRAME &- . .. .. __--- _.. KNEEWALL c BELOW 36" NCD e ---...._ - -- - - - BARTOP `" __ 1( _l u: DBL. SINK w/ D.W. TC c 18"-8"" DISPOSAL 8"-10'" c., Q.--- _ --.--- _... RANGEw/ Kitchen . HOOD ABV 9'-4- CLC. -- a w ---- - __ 42" KNEEWALL W/ u_ olw L_I �.._� - § ... COUNTERTOP_ �► DECO CAP o -� 36" HT. w/ CAB. ABV. (TYP.) N M _ - -- - B L4 AN RY / 6" AN RAL ( P) pg - N - SLOPE C IG, N I ers u- ?s ul 8 R @ 5/3 "' N 2"-4 X-8"5- ) - ��2..�., / 17 10111"-0," 4.,,4," M T _......._ .. - _ -- C c �CI(11 T N W.H. FULL HT. "' Z112" GYPSUM BOARDS PPLIED Pw�r. c WALL TO GARAGE SIDE & UNDER 4 STAIRSURFACE AND SIDES 9'-4" CLC. N 2'-4" 15.-81" 4".0" L`� 5",4" 4 TTI SI W.C. 16'-0" x 7'-0" GAR. DR. 11.8" 161-011 1° 1 "-8" 7"- 8 4'" -4" Ir 19"-41" 91.4'1 28"-8'" First Floor Plan SCALE: 1/8" = 1'-0" (1107) 1/4" = 1'-0" (2204) Y u� 18°-0"" 2030 F.G. 8"" (TEMPS._., - 3080 DR. 2"-3"�,• ,� 1" �„ -- — 2- INDICATES NUMBER OF WINDOWS. 4" 4 MT - METAL THRESHOLD 4 w o Y nt SL - SIDE LIGHT _� .n FG - FIXED GLASS TR -TRANSOM 11'-4" CLC F.F.F. 2 Car Garage PKT -POCKET DOOR OBS - OBSCURED GLASS 9'-4" CLG. F.F.F. o TEMP - TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG wz HR - HORIZONTAL ROLLER u9 BP - BYPASS a: 4 BF - BIFOLD o �- - 00 SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. O Z NOTES: . u C j 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB H.B. 9 LL ca 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM 16'-0" x 7'-0" GAR. DR. 11.8" 161-011 1° 1 "-8" 7"- 8 4'" -4" Ir 19"-41" 91.4'1 28"-8'" First Floor Plan SCALE: 1/8" = 1'-0" (1107) 1/4" = 1'-0" (2204) Y u� 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 u9 BP - BYPASS a: 4 BF - BIFOLD TYP. -TYPICAL - 00 SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. O Z NOTES: . u C j 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 9 LL ca 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIE %%J11111#1111 �Y a �d�,drio OR ERRORS TO BE REPORTED PROMPTLY TO FINN SUPERVISOR FOR CLARIFICATION.000 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED !0Z `s' BY COMMUNITY AND COUNTY CODES. Q ; 0 : � O 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER —,J�. .W 0 r< CODE M307.2 & M1309.3. Q- •,> ®®..90 `✓®� 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER 5.0. ®•' SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ o r'. C) REF. SPACE. N 0 co U 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. J 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. C O _O v/ iii 0)10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL T_ - N m � CD N SHEETS FOR EXTERIOR WALL FINISH SEPC'S. > •Q 1 0) 11. REFER TO DETAIL SHEETS FOR FLASHING M CD p REQUIREMENTS AT ALL WOOD TO MASONRY co N ^ INTERFACES. ,W O o C:) •� 0 E 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 cu U.N.O. T .0 oo < CL LL 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 72" c U.N.O. tr w z 14. ALL WT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. -v g •• .ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. � a w 15. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN .� w UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL � 00 BE CONSIDERED SHEAR WALL SWS = SHEAR WALL 1 uj SEGMENTS. o � o 16. FRAME WALL SEGMENTS WHICH HAVE AN w o w UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL a BE CONSIDERED SHEAR WALL SWS = SHEAR WALL a D SEGMENTS. o w� 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING w o SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 13/8" THICKNESS AS PER FBC-R302.5.1. o oa ,. 18. INSTALL 518" TYPE X DRYWALL ON GARAGE CEILING z fu a N BENEATH HABITABLE ROOMS (TYP.) < M 0 V Ero 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 L N E LL; M.P.H. o 1 • i �., 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI Q u` o O I"� -SCALDING � N C DEVICES INSTALLED. d X M ul w o J DOOR NOTE KEY: �z DOOR SIZE CALLOUT: c m 20 = 2"-0" 40 B.F. = 4'-0" BIFOLD 0 24 = 2'4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD (0 28 = 2'-8" o =) O 30 = T-0" z Ocllj * ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER < BUILDER/CLIENT w O V `� o WINDOW NOTE K 0 EY. QF , 0 i' N WINDOW SIZE CALLOUT: = z 0r- 00 M c M n 2040 - 2'-0" x 4' -0 , p rp 2050 = 2'-0" x 5'-0" z c 2060 = 2'-0" x 6'-0" o .off_• a '� o ;� 5 ai s z a * ALL WINDOW CALLOUTS ARE MEASURED IN FEET &Q o INCHES AS PER THE EXAMPLE TABLE ABOVE. O Q w Ln O a 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 � F= FLOOR BEING SERVER PER (FBC-R312.2). ouj ~� rea Tabulations �n � C Living; o 1 st floor: 960 Sf MW ---..:.-- -- _.-..-- - ..------- 2nd Floor; 1 127 sf ISSUE DATE 11/09/2017 cn Total Living: 2,087 sf o o REVISIONS Entry: 50 sf Covered Lanai: 120 sf a < PROJECT: 17-0308 — - ..._.. _.. ----------- SCALE: AS NOTED Garage: 394 sf a z _ DRAWN BY: JML & JFT- �0 DESIGNED BY: MJS Total Area: 2,651 sf �- a - -.__...._._..._........._._.__-_._..__...._.-----_....... F_ Opt. Bed 5 w- Bath 205 Sf ....� FLOOR PLAN Total Area: 2,856 sf 02 GENERAL NOTES KEY: 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 281,810 OBS OBSCURED GLASS ..-. _ __..___ -_ ____....___.__.. - .-.--_.---_ _ __......,__----- ._ _. _ ._,_. _ _.....,.._ ......_-_.-_.__._ .__ .,m,.._.. ,,.._.._. TEMP -TEMPERED GLASS 11'-211 59.0.1 100.011 2'-611 SH - SINGLE HUNG _. __ ._...._._. ,. _,__., _. __,___ _ _______T______.__-- — _ - _ _-_-- _�_-- ___-- - DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS 3010 F.G. 305C S.H. BF - BIFOLD (TEMP.) (EGRESS) 3056 S.H. TYP: - TYPICAL _.......... ........._ ..... ........ _ .. SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, (2) R & S r` ., TEMP GLASS _ AND TRANSOMS ARE NOTED ON PLANS. - ENCLOSURE _`� 9'-0" CLG. NOTES: ,C, ; = 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB 50.099 M 11-4(0_ 9.011 " 51.011 F, 141$9, SITE. 2;-0 . _.._ .__ _._ 9. TYP 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM MSD• f I CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES c7 OR ERRORS TO BE REPORTED PROMPTLY TO U, 9>.0" CLG. Master v SUPERVISOR FOR CLARIFICATION. 1 - I I WiC•%' 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED 9'-0" = v Suite M BY COMMUNITY AND COUNTY CODES. CLG.; C T °i 10'-0" TRAY 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CLC. CODE M307.2 & M1309.3. VANITY wl TC -2 - 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER 4 MIRROR ABV. SPACE. rN cm � ((' ,� K E88PAC` 1 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 5- \ \�V�) ��, V% 9 -0 CLG. 5 -SH `� 7, PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ REF. SPACE. edroom 38. SAG RESISTANT DRYWALL ON ALL CEILINGS. oQ �C cn 9'-0" CLG. U-: N � ' 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. zo `�' LL `� w _ 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL o 1'"811 °P SHEETS FOR EXTERIOR WALL FINISH SEPC'S. X-0" 614" 2' 3'-8" _ 11'-0" 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY op Bedroom 2 INTERFACES. F_ - w m 22' X� 9'•0" CLC. 12. U.N.O.ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3' I `9' ? c ACCESS 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 2" d _A r U.N.O. _ ._ 50 B F LAV. �2 .... - 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. A.H U -.__._ •. ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. 9'-0" CL 1L`O 9'-0" CLG. ,�Rnw Pa R & S _ � ;' AS REGlp - --. - 15. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN -obi R T C (OPT) r _ UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL At L!��" tO .1 �, t SINK BE CONSIDERED SHEAR WALL SWS = SHEAR WALL �11/� coti . a L11 L__ -.J I L ER SEGMENTS" _......... .. .... .. _. -__._-- --.___-- -------.._-- .--_.__-- 16. FRAME WALL SEGMENTS WHICH HAVE AN rD 42" KNEEWALL yq)- ( P) T Ln� UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL -. -- --�" - - BE CONSIDERED SHEAR WALL SWS = SHEAR WALLcr C'� ^• M -�__- r-�� _..c..-_.�_._...c,.�;:. r...__:r:.:. z,.. r..::.. i .:::.r:_.:..J. -._�:: 9'-0" CLG. � SEGMENTS. o - ....._ N_w W.C,� 6" AN RAL ( P) _.(OPT) __ ..... -OPT - .__ Li -- DRYER ASIiE a 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL — 1 — BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING w _ V n 18 7 & 6 L _ -. L l A SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT o TUBI r °� 2x8 WALL LESS THAN 13/8" THICKNESS AS PER FBC-R302.5.1. ---- - - 0 SHOWER �, u 202 F.G. 202 F.G. 202 F.G. w D-- ---- aci 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING N BENEATH HABITABLE ROOMS (TYP.) Q R&S = � 10Q v> 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 2 50 B.F. M.P,H. o 0 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING Q DEVICES INSTALLED. ) 4.6 10.0113.8 2 -1011 12 0------ DOOR NOTE KEY: n �. QDOOR SIZE CALLOUT: w o Bedroom 4 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 9'-0" CLG. 24 = 2'4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD w 28 = 2'-8" 30 = 3'-0" o * ALL INT, DOORS TO BE 6'-8" TALL U.N.O. OR PER `` BUILDERICLIENT Q w 0 _ _ _ - ------------- 3050 S.H. - ---------�______---L------- WINDOW NOTE KEY: Q (EGRESS) WINDOW SIZE CALLOUT: w 2040 = 21-0" x 4,-0" 2050 = 2'-0" x 5'-0" z 2060= 2'-0" x 6'-0" " ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE, o * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV" Q SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF z WINDOW CLEAR OPENING A MIN, OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2), a 29.211 101.610 V-091 39.099 31-011 81-0/1 U C/) t 121.891 160-090 � W w Second Floor Plan w SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) Y Q 119 c� ul v W c -i OD ��®�®r►111is'le''®� 4�'•oC' LL, ct p�2 p o t Liz® •V pe 2. ®�' ci 00.0 ®® IYlllllr '�� d- O I'-- E O M O U (D O U) uj T- ti 'cn I` >CD N c�CN� a r.., to 0 E 711, Locu =�.0 c u - c U) Q' w tn z w z w 0. w oz ri N W U cl Y Q n Q z O ,--r d J (N CD V E cn 1 L N -M E uJ- U) o ro N to O z z 4 n z D O O _ N r 4+ o i Q (n O Lo rn o N V N Ln z a c _M Q O M C p U- s. C p u z tl 5 'C3 q j n > C C Q C c 4 w n O CL b r Y •Q z Y n Q z ISSUE DATE 11/09/2017 Y REVISIONS PROJECT: 17-0308 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN ui co 80 z c -j m 00,000000000 %* s. .ter i co • %. I ....... — - ---- C) mt C) 0ti O M U) CD o) Nc (.0 > a Q7 0 04 E U) N 0 (.0 C a) c) cn 0 O 0 E S cu - - cu co Q CL u- c- co rnW Z Z E 0 0 W 0z 0 +, 6 W ...... .... ..... - -------- 00 cn CD fo -J u - E r— 4- CD U) 40– 14 m C14 fn C> N 4-1 C) ul) C) cn 000 ro CJ N Lf) O R3 cl) LL C) 0 C o a Fj -c < uj Ln O i5L ISSUE DATE 11/0912017 REVISIONS ..... ..... PROJECT: 17-0308 SCALE: AS NOTE DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" 04.A 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. @SECOND FLOOR 10'-8 3/4"..FIN. .-FLR. HT, @SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 9'-0" BRG. HT. SECOND FLOOR y 7'-8" HDR. HT. @ SECOND FLOOR 0 Lu 11'4' BRG. HT. F. m--------- C14 @ ENTRY 10'-83/4" FIN. FLR, HT, o @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 1x6 SMOOTH FINISH BAND (TYP-) Left Elevation "A" (Standard) SCALE: 1/8" = T -O" (11x17) 1/4" = TV (2204) 9p zo 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. Right Elevation "A" (Standard) SCALE: 1/8" = T -O" (11x17) 1/4"!= T -O" (2204) 9'-0" BRG. HT. I .. - . FLOOR @ SECOND R @SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER !6 7/16" OSB. SHEATHING (TYP.) -10'-8-314" FIN. FLR. HT. @SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR, HT. 1x6 SMOOTH FINISH BAND (TYP.) ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR, 9'-0" BRG. HT. T @SECOND FLOOR HDR. HT. @ SECOND FLOOR ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 10'-8 3/4" FIN. FLR. HT. --------@ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. Lu 0 m fy- 0 O CL O cn O 0 z Lu CK z z V) ui 0 V� z u - Li (n w LLJ 0 V) -j z 0 0 cn Of Lli cn w CK m Ld Ld Lu a: cq R uj A! LL ��s"'o1111111019II,/// u- 0 P -s UJ 0: w ab cmr 00 2c. II � % C) O C-4 E CO 0 u - Q0 co ti CD C.0 (0 a) , > , 0-) (D m 04 E cc CNI (0 0 L- ti cn N . c r-- c:) 0 C) 0 E Z!, LO cu cu 00 < CL U�-� m W z 0 W E z 0 0 U a Li L 2 D th fo 8 r il 00 V E Ln CO C) (3) = r0*1 u- 22 r -j if V) Cry If p Q crC� Ln m T -A I he 'a T-1 4m L- QC 00 N tQ U N Ln a. c �-4 < M—, U C:) S? c: 0 z C) fu 0 -a < C rj r - L13 Ln 0 z ISSUE DATE 11/09/2017 REVISIONS cc) ................ PROJECT: 17-0308 >- SCALE: AS NOTED z < z: DRAWN BY: JIVIL & JFT DESIGNED BY: MJS ELEVATIONS "A" 05.A I NOTES: 1 STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2014, 5TH EDITION SECTION R311.7. 2. MAX HT. OF RISER TO BE 7 3/4If. 3. MIN. WIDTH OF TREAD TO BE 911 (EXCLUSIVE OF NOSING. 4. ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING. 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. 6. 3/8" MAX VARIATION IN ANY RISE/TREAD. 7. HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4" - 2" OR TO PROVIDE EQUIVALENT GRASPABILITY. 8. UNDER MIN. 611 WIDE @NARROW END. 9. 34'-38" HANDRAIL HT. 10. HEADROOM CLEARANCE MIN 61-811. 2x4 P.T. IN BETWEEN STRINGERS - ATTACH TO SLAB w/ 12d CUT NAILS @ 6" O.C, AND (2) 12d EACH END OF 2x4TOE NAILED TO STRINGER. rsTYPm -,-�S F-\ 0N N EC �\ �6 SCALE: 3/4" = 1'.0" (11x17) 1 1/2" = T -O" (22-"04") 3/4" PLYWD. SUB -FLOOR 2x JOISTS 16" O.C. MAX 2x LEDGER ATTACHED TO STUDS w/ (2) 12d NAILS @ EACH STUD—- HUS26 JOISTS TO LEDGER \— beS @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS -- REQUIRED BY MUNICIPALITY -TO BE PLACED DIRECTLY UNDER LEDGER --� LA N ll-'-) S4 LdN" CONNE("-��T. DETA� L 061) SCALE: 3/4" = T -O" (11x17) 1 1/2" = T -O" (2204) PLATFORM FRAMING 9'-0" BRG. HT. @ SECOND FLOOR 7'-8"_HDR._HT..,,6, @SECOND FLOOR I" -10...-8 3/4" FIN. FLR. HT. ....... ... @ SECOND FLOOR 9'4"BRG. .HT. ...... 8'-0" HDR. HT. 0'-01' FIN. FLR. 1011 FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 06 1/2" GYPSUM BOARDS APPLIED TO ALL UNDER lz STAIR SURFACE AND SIDE si 06 Stair Section SCALE: 1/4" = T -O" (11x17) 1/2" = TV (2204) 1x8 SKIRT BD. 2x12 TREADS____ CUT TO FIT 1/2" PLD. BLOCKING 2�/112 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) S2 -\ TREAD R�SEIFRI DETA� L O�SCALE: 3/4" = l' -O" (11x17) 1 1/2" = l' -O" (22x34) 3/4" PLYWD. 9'-0" BRG. HT. @ SECOND FLOOR OoL 7'-811 HDR. HT. T @SECOND FLOOR 10'-8 3/4" FIN, FLR. HT. @ SECOND FLOOR 9',4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR, 1x8 CAP CASING. 2X4 @ 24" O.C. SHEETROCK BOTTOM PLATE PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) Hr-,LIQs3--'�WALL Di -Tr -,J L 96- SCALE: 3/4" = l' -O" (11x17) 1 1/2" = l' -O" (22x34) PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS w/ 12d NAILS @ 6" 0,C. @ (2) 12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. R U S S s5 STA� m 0� SCALE: 3/4" = T -O" (11x17) 11/2" = TV (2204) STRINGER TO FLOOR TRUSS Stair Details 1=: (2 SCALE: 3/4" TV (11x17) 1 1/2" = T-01" (2204) V) cn or a - z LD V) m z cf) co ui x ui n it 0 z 0 U5 m O rd Lu w 0 a z uj si -J U --j AD 8 u- ,Tlzc; a oliO: u !w &5* p 1; ! �R 0 Z d�< -V 1�1 W 4<' % 0 00000000000 V4010� Or- o E 4 co 0 cn (D (o 1 0) a) cL 0) (o 04 E RS N 0 CA C r-- c:) 0 c) 0 E cu co <C CL u- rnw z 0 0 ►- W E z 0 0 4� V) fo E jQ E 4-J C) 1102 O O I 12 :3O C) Ile u CaG P, O V) u C .5i 'r , :C8s .0 r. 0 -0 < Lu Ln 0 8 - ISSUE DATE 11/09/2017 REVISIONS PROJECT: 17-0308 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS ■�J GF wl First Floor Electrical Plan SCALE: 1/8" = T -O" (11x17) 1/4" = T -O" (2204) SOFFIT MOUNTED W.P. GFI (FIELD VERIFY LOCATION) OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 150 AMP GENERAL NOTES KEY: 1. OWNER TO VERIFY EXACT LOCATION OF SERVICE 4/0 SCR AL. FLOOR OUTLETS IN FIELD. AMP NEMA 3 METER SEE FLOOR PLAN FOR FUSE SIZE 2. LOCATION OF FIXTURES AND / OR OUTLETS MAIN A/C DISC. ARE SUGGESTED LOCATIONS AND MEET DISC. MOST LOCAL CODE REQUIREMENTS. #14 COPPER TO LIGHTS AND OUTLETS ADDITIONS OR ADJUSTMENTS MAY BE MADE #10 COPPER TO WATER HEATER BETWEEN THE OWNER AND BUILDER IN THE TYP. #8 COPPER TO RANGE FIELD. ELECTRICAL #8 TO A/C UNDERGROUND— PANEL 3. ALL OUTLETS IN THE KITCHEN OR SERVICE BY (20 CIRCUITS) BATHROOMS TO BE GFI PROTECTED. POWER CO. 4. ALL OUTLETS OVER COUNTERTOPS TO BE #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 5. ALL SMOKE DETECTORS ARE TO BE HARD SERVICE TO BE BONDED TO FOOTING STEEL WIRED AND INTERCONNECTED. NOTE: 6.8'H. VANITY LIGHTS IN MASTER BATHROOM. ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 7.7'H. VANITY LIGHTS IN ALL OTHER BATHROOMS. 8, ALL OUTLETS NOTED IN BEDROOMS MUST BE 150 AMP ELECTRICAL RISER AFI. PROTECTED. NOTES: THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT RESPONSIBILITY ITIS THE IT IS THE ELECTRICAL CONTRACTORS TO VERIFY THE REQUIREMENT 0 AND LOCATIONS OF ALL ELECTRICAL E OU I QUIPMENT, (INCLUDING KITCHEN EQUIPMENT) IPM AND PROVIDE AND INSTALL COMPLETE P LC ELECTRICAL SERVICE AS REQUIRED. T L ELECTRICAL KEY: CEILING MOUNTED LIGHT -�-PULL CHAIN LIGHT PC 0 RECESSED LIGHT �-o WALL MOUNTED LIGHT WALL WASH RECESSED DUPLEX RECEPTACLE 220 V RECEPTACLE � 1/2 HOT, 1/2 SWITCHED =1Qwp WATER PROOF RECEPTACLE FLOOR RECEPTACLE PRE -WIRE FOR CLG. FAN -9 GFI GROUND FAULT INTERRUPT 8 WALL SWITCH 83 3 -WAY SWITCH 8D DIMMER SWITCH TELEPHONE JACK <H CABLEJACK PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT ELECTRICAL PANEL D70 CHIME kE DOOR BELUGARAGE DOOR SWITCH L= DISCONNECT SWITCH X ELECTRICAL METER S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE DETECTOR SMOKE DETECTOR COMBO CEILING FAN WALL SCONCE CHANDELIER SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT O( FAN/LIGHT COMBINATION GARBAGE DISPOSAL MOTOR SPEAKER JUNCTION BOX L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION CO ti E 00 CD (Dc > i= �fnCNO E0 c: cn (D C) -c 0 0 E 0 E S Lo M co < I u - c X U) Mw z L rA z E 0 w oE 0 vi Fo OWN.- in w U cn V) co a_ LLJ u E Z C) u- 4 -J c) m uj 40- u� ro r4 m a C�4 X Li ui 0 z cn LL_ ....... . ... D 0 WE fo < a_ C) 00 fu r-4 Ln < 0 0 0 r �'oo LLJ 0 V) C/) :5 4-Uj C) (0 0 < c: C14 m: r < ui Ln 0 0- 10 Li Li Tz Lli Li Li 0 ISSUE DATE 11/09/2017 REVISIONS ---------- PROJECT: 17-0308 >- SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 Second Floor Electrical Plan. SCALE 1/8" = 1'-0" (11x17) 1/4" = 1'•0" (22x34) OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 19 150 AMP SERVICE AMP METER MAIN DISC. UNDERGROUND SERVICE BY POWER CO. TYR - ELECTRICAL PANEL (20 CIRCUITS) 4/0 SCR AL. NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISC. #14 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #8 TO A/C `- #2 -GROUND TO (2) 5/8" RODS (V APART) ALSO SERVICE TO BE BONDED TO FOOTING STEEL NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 150 AMP ELECTRICAL RISER GENERAL NOTES KEY: 1. OWNER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. 3. ALL OUTLETS IN THE KITCHEN OR BATHROOMS TO BE GFI PROTECTED, 4. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). 5. ALL SMOKE DETECTORS ARE TO BE HARD WIRED AND INTERCONNECTED. 6.8'H. VANITY LIGHTS IN MASTER BATHROOM. 7.7'H. VANITY LIGHTS IN ALL OTHER BATHROOMS. 8. ALL OUTLETS NOTED IN BEDROOMS MUST BE AFI. PROTECTED. NOTES: THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL KEY: CEILING MOUNTED LIGHT PC PULL CHAIN LIGHT n RECESSED LIGHT WALL MOUNTED LIGHT WALL WASH RECESSED DUPLEX RECEPTACLE 220 V RECEPTACLE 1/2 HOT, 1/2 SWITCHED 0 w AWP WATER PROOF RECEPTACLE o FLOOR RECEPTACLE o 0 w PRE -WIRE FOR CLG. FAN o W GFI GROUND FAULT INTERRUPT o WALL SWITCH z 3 -WAY SWITCH Q 5 -WAY SWITCH z �o DIMMER SWITCH o 0 (� TELEPHONE JACK d Q H CABLEJACK t/i z ® PRE -WIRE GARAGE DOOR OPENER CLw FLUORESCENT LIGHT Ld z © ELECTRICAL PANEL w 0 Fo-cl) CHIME z {-F!l DOOR BELUGARAGE DOOR SWITCH w cri L= DISCONNECT SWITCH z a. 74 ELECTRICAL METER w F_ S.D. SMOKE DETECTOR z C.M.S.D. CARBON MONOXIDE DETECTOR / SMOKE DETECTOR COMBO o.. CEILING FAN z WALL SCONCE 0 o CHANDELIER V) Li Li V) W SPOT LIGHT � i - m FLUSH MOUNT FLUORESCENT LIGHT co of FAN/LIGHT COMBINATION w Of GARBAGE DISPOSAL MOTOR Q m b cn x ® SPEAKER Q CL 0 JUNCTION BOX o N a L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION U L a , ¢ w Ln 0 ci 'i LL a b z U ct cl Ck ct LL ct O r' d. O C/ 0 w Q cn Q w `� LL 0 z z Q z o o a O M O N J U- cn C U) cn �cn 0) ' CD > CcU)04�o r-. c �r O O 0 E �-- v -=-C m 000CLLL c U) CA w z °? E a , O N w E E a U Q i fo LL J I^ 00 V ESM O = �•�� 1t >, ra U-)O v ( ) N a 0 O > p _ - N � N - m 4 c �, � p � 00 f14 UQ� d c N M Ln C O V) M LL h C � N O 'sem On 0- >' O C ..s N N 0 C uj a: FZJ 00 a z ............ . - --------- C� 10 so loo se, .00 co cc: of 0 4, c c8z 0 1�- E C-4 co 8 u_ cn a 'c: cr) CL 0-) 04 cc co E 0 cn 0 = = co < CL I u - C w z 0 0 E z 0 0 +, 0 th D 2 u Z) If W fa U CD E M r fo _j _Lj E LL rq 4-J ul) 0 10 J_ IN ul) X 46 CD m 4-1 7 ul) C) L 00 r�4 M C-4 Ln (n c) e- Q) o z I > O 0 < a r4 = _Lj < uj Ln a- _�j < z Li 0 / / � �\ \ \ \ \ � / i i � ISSUE DATEI 11/0912017 REVISIONS PROJECT: 17-0308 z >- SCALE: AS NOTED DRAWN BY: JML & JFT -DESIGNED BY: MJS ------ DETAILS Dl ON C R,E I'E 5 L 0 G< L I N T F -E L GL5, 5L< FEEF, F -11_4N RE SE,4LAN7- 5 T (2) FEF, 4N(�HOF, 145 F= HIALT I( 14 L L FIANEL ANCHCDF--_, L�5EF_) IN F`ANELe OVER 2_5l'5,F=. IN 4F-,�EA,15 EI-15ETDDED kIO�ZZONTALL'�` IN THE t�OfRTA�R JOIN75 F.�3LETUJEEN EVEF,)" O-THEF, COLIF.)SE. PANEL iREINFOF,GING; 15 OF TWO �=AFALLEL WlfRE5, 15/��ll O,C, (FOF, L�5E UJI71=4 171-�INLINE` bEf;;�IE�3 C�sLe, 51-<J OFRD 2" O,C_ (F( ---)F, UP "F-'REr'llEfRE" 5EFIE`5 C3L5, 5L<J, W1 5-1,�TT WELDED CF,10e&IJJIFRE�3 AT F,EGULAF, INTEFV,41,_5, 41 AN 101 LENG�THF) 4V41L,45LE, f=1C EASEL ANCHORS JeED TO 1IE FIITT55JF,:'(��-H CC)tNING� 5LOC,< r-=14NEL5 INTO THE WHEN CHANNELC�, A-F,3E NOT U6E[D, FORt-lED FF,:10t-1 20 GAUGE FEFFO�RATEF_-)- THFEN L\/4NIZEE� &TEEL STFRIF�)5/ F-ANEL ANCI4CF,5 A�RE AVAIL. IN 1-"/4" UJIDT4�S LFNTi-45, FC F\Xf=,4N5ION 5TF,'If=5 (50TTO�-I)' �-IAIDE OF WHITE H-�-L ENE,AT T�=IE H AND T��E 6TF_�IF�5 FEFDL,4CF:=_ t'�Of;RTAF, AT THESE FOINT5 TO CLJF_�_ 4 4" �4 1 ON I 1`"_1_. ... ...... . ....... GLA55 5LOC< AN�-) ALLOUJ Ta -4F_ F-=-1,4NEI- Tc'�) EXf=,4N[) 4 CON7F,AC7 F fR E F LT-', FOF, 7A[,_ OF, IASONfR'�r' CHAeF CON57fRL�C,710N/ PC EXI=ANSION 57FRIF-D5 ARF AVAILAf5LE Tk-IIC'X X 411 X 24-11 INSTALLATION NOTES: LONC-z.FIANEL ANC-,HOR C0NeTFIJCTION/ 5T[D, -41, UJILDE 5TFI�llf=15 1. THROUGHOUT NSTAL'ATION, KEEP THE WINDOW JAMBS ARE EA5IL-T` CL�T TO 3" WC)TH, FOR 314" 'FIFREt-IIEF�E` GEF,,,IEE� F)L<1 PLUMB AND SQUARE. KFEP HEAD ANS SILL LEVEL AND SQUARE. AND TO 21/4" WIDTH-, FOFl 31/al' "TlAINLINE'l 5E_FIEE? eLoc,< Lu MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTAN-1-1-Y CHECK WID11--i AJ MFETING RAILS (i.e. DOUBLE 0 HUNGS) TO AVOID "BOWED OU L,, INSTALL.ATION. 3. APPLY GENEROUS BEAD OF CAUL.K ALONG INTERIOR SURFACE OF NAILING FIN ON ALL. SIDES PRIOR 1-0 SETTING WINDOW INTO 6 GLASS BLOCK/ DETAILS SCALE: N.T.S. OPENING. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC R905.2.7 GL uj 4. PLACE 114" SHIMS AT SIL.L. CORNERS AND SET WINDOW IN10co I /I,, ABOVE ROOF WITHIN 10'—] �2 Sl--IIMS. CENTER THE WINDOW IN THE OPENING, Al LOWING A CDX PLYWOOD OR O.B.S. GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, LATH AND STUCCO WHEN INSTALLATION IS COMPLETE, TIIESE SHIMS MAY BE PRE -FAB CAP OVER CHIMNEY ui R E"M 0 VE__ D, "J" METAL FLASHING 5, �ASTF_NL (IRAIGHT, NOT ANGLED) IN EVERYHCDPL/R TYP. 4x5 BASE FLASHINGz OTHER R SLOT STARlING, AT THE MIDDLE- 017 THE 2 C/) ROOF COVERING PER PLAN ui WINDOW, FASTENER MUST BE EMBEDDED INTO SOLID WOOD A 7/8" STUCCO OVER PAPER 0 15/32" C.D.X. OR 7/16" O.S.B. (MIN, 2.5:12 MINIMUM OF I". KEEP WINDOW LOCKED UNITIL AI -..I-- SIDES ARE BACK WIRE MESH U.N.O. z 1/2" PLYWOOD EXT'R. SHEATHING PITCH) SECURED, G,� . CAULK OVER FASTENERS AND ANY FASTENER SL.OTS NOT ALL AROUND NAILED 8d@6&12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FBC R905.2.7 cn LLJ US E D WOOD BASED EXTERIOR 2x's @ 24" O.C. W/ HUGHES MP35 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. SHEATHING-OSBz ATTACHED TO SHEATHING WHEN < 8. INSLJL.ATE AROUND PERIMETER WITI---I BATT TYPE INSUALTION. GREATER THAN 24" x 24". DO NOT USE EXPANDABLE FOAM. Ld 15# FELT DRAINAGE PLANE u� THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 2x4 BLOCKING 2x4 BLOCKING 9. FOR ANY NSTALLAT'ION FINIS[ -ED WITH BRICK OR STONE, 7/8" NOMINAL STUCCO -7 ALLOW 1/4" CAP AT SILL BETWEEN STRUCTURE AND WINDOW. THICKNESS TRUSS (cD 24" O.C. 1% uj THEN, CAULK THIS GAP. '10. CAULK GAP BETWEEN INSTALI ED WINDOW EXTERIOR PAPERBACK LATH rRUSS @ 24" PERIMETER AND J—CHANNE-L (OR BRICK OR OTI--IER EXTERIOR FINISl--IING MATERIAL. WHICH SURROUNDS WINDOW), PEEL AND STICK TAPE < ROOF COVERING PER PLAN LLJ FLASHING SEQUENCING: DRAINAGE PLANE OVERLAP CONTROL BEAD _—T ROOF UNDERLAYMENT PER 1. APPL_Y BOTTOM PIECE OF SELF---ADI--IESIVE TYPE FIL,ASILING FLASHING AND MEMBRANE STRIP OVER WOOD FIRE BLOCKING 2x4 BLOCKING FBC R905.2.7 cl- OVER ALL OF ROUGH OPENING. FRAME / MASONRY CONNECTION. METAL FIRE BLOCKIN2 ROOF SHEATHING '141 uj 2, SET WINDOW UNI -1. AROUND FLUE LINER 6" MIN. LAP ON METAL 3. APPLY 2ND BOTTOM PIECE OF SELF—ADHESIVE. 1_YF`E 2x4 #2 SPF OR #3 Z: cn FLASHING OVER NAIL-ING FIN AND BLDG PAPER. METAL OR PLASTIC SYP STUDS @16" O.C. d, APPLY SIDE STRIFIS OF SELF-- ADI --I ESI VIE TYPE FLASHING. EXPANSION JOINT �'3. APPI.-Y T01" PIECE OF SEI-.I----ADI--IESIVE TYPE FLASHING. NOTE: 1/2" NOMINAL -IING IS A GENERIC TERM. SEL -F - ----- AD[-IESIVE TYPE FEAST CEMENTITIOUS FINISH SEE SPECIFICATIONS `-OR MATERIAL l'O BE USED. MANTLE 0 /> L) MEMBRANE STRIP COVERING WOOD FRAME I �-1 N T: INTERSECTION UNDER EXPANSION JOIN EQUAL, I1 IS "T I IE RESPONSIBILITY OF TI --IE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WI 1-H APPLICABLF LAWS AND TO PROTECTO WRAP BT-20XL-9" WIDE. TO cn LLJ PRE -FAB FIRE BOX EXTEND 2" BELOW THE CMU \< ,ODES, BUILDING C DAMPER DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS Li 18" NON-COMBUSTABLE WINDOW. THE ACID MAY DESIROY THE COIL. SPRING BALANCE SYSTEM, WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED MATERIAL FOR HEARTH <\ \< V) L'i TO MURIATIC ACID. FOUNDATION "2 _LAT OR STORE IN SUN BEFORF ------ _-E - ----- ---- ----------- --- - --- - 0 DO NOT I AY WINDOWS F INSTALLING. Lj cr� ALL WARRANTIES NULL AND VOID IF ANY VERTIC',AL 1--IOL.ES ARE < p Lj 1 - INTO WINDOW SILL AREA OF ANY WINDOW. V) v VALLEY RAFTER n� < n SCALE,: 3" V-0" U 2 MD"OW FLASHING �ETAILS STUCCOO'DAKFLASH�NTAILPRE-FAFIESCALE: N.T.S. FLASHINGDETAIL SCALE: N.T.S. 0 a ON C R,E I'E 5 L 0 G< L I N T F -E L GL5, 5L< FEEF, F -11_4N RE SE,4LAN7- 5 T (2) FEF, 4N(�HOF, 145 F= HIALT I( 14 L L FIANEL ANCHCDF--_, L�5EF_) IN F`ANELe OVER 2_5l'5,F=. IN 4F-,�EA,15 EI-15ETDDED kIO�ZZONTALL'�` IN THE t�OfRTA�R JOIN75 F.�3LETUJEEN EVEF,)" O-THEF, COLIF.)SE. PANEL iREINFOF,GING; 15 OF TWO �=AFALLEL WlfRE5, 15/��ll O,C, (FOF, L�5E UJI71=4 171-�INLINE` bEf;;�IE�3 C�sLe, 51-<J OFRD 2" O,C_ (F( ---)F, UP "F-'REr'llEfRE" 5EFIE`5 C3L5, 5L<J, W1 5-1,�TT WELDED CF,10e&IJJIFRE�3 AT F,EGULAF, INTEFV,41,_5, 41 AN 101 LENG�THF) 4V41L,45LE, f=1C EASEL ANCHORS JeED TO 1IE FIITT55JF,:'(��-H CC)tNING� 5LOC,< r-=14NEL5 INTO THE WHEN CHANNELC�, A-F,3E NOT U6E[D, FORt-lED FF,:10t-1 20 GAUGE FEFFO�RATEF_-)- THFEN L\/4NIZEE� &TEEL STFRIF�)5/ F-ANEL ANCI4CF,5 A�RE AVAIL. IN 1-"/4" UJIDT4�S LFNTi-45, FC F\Xf=,4N5ION 5TF,'If=5 (50TTO�-I)' �-IAIDE OF WHITE H-�-L ENE,AT T�=IE H AND T��E 6TF_�IF�5 FEFDL,4CF:=_ t'�Of;RTAF, AT THESE FOINT5 TO CLJF_�_ 4 4" �4 1 ON I 1`"_1_. ... ...... . ....... GLA55 5LOC< AN�-) ALLOUJ Ta -4F_ F-=-1,4NEI- Tc'�) EXf=,4N[) 4 CON7F,AC7 F fR E F LT-', FOF, 7A[,_ OF, IASONfR'�r' CHAeF CON57fRL�C,710N/ PC EXI=ANSION 57FRIF-D5 ARF AVAILAf5LE Tk-IIC'X X 411 X 24-11 INSTALLATION NOTES: LONC-z.FIANEL ANC-,HOR C0NeTFIJCTION/ 5T[D, -41, UJILDE 5TFI�llf=15 1. THROUGHOUT NSTAL'ATION, KEEP THE WINDOW JAMBS ARE EA5IL-T` CL�T TO 3" WC)TH, FOR 314" 'FIFREt-IIEF�E` GEF,,,IEE� F)L<1 PLUMB AND SQUARE. KFEP HEAD ANS SILL LEVEL AND SQUARE. AND TO 21/4" WIDTH-, FOFl 31/al' "TlAINLINE'l 5E_FIEE? eLoc,< Lu MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTAN-1-1-Y CHECK WID11--i AJ MFETING RAILS (i.e. DOUBLE 0 HUNGS) TO AVOID "BOWED OU L,, INSTALL.ATION. 3. APPLY GENEROUS BEAD OF CAUL.K ALONG INTERIOR SURFACE OF NAILING FIN ON ALL. SIDES PRIOR 1-0 SETTING WINDOW INTO 6 GLASS BLOCK/ DETAILS SCALE: N.T.S. OPENING. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC R905.2.7 GL uj 4. PLACE 114" SHIMS AT SIL.L. CORNERS AND SET WINDOW IN10co I /I,, ABOVE ROOF WITHIN 10'—] �2 Sl--IIMS. CENTER THE WINDOW IN THE OPENING, Al LOWING A CDX PLYWOOD OR O.B.S. GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, LATH AND STUCCO WHEN INSTALLATION IS COMPLETE, TIIESE SHIMS MAY BE PRE -FAB CAP OVER CHIMNEY ui R E"M 0 VE__ D, "J" METAL FLASHING 5, �ASTF_NL (IRAIGHT, NOT ANGLED) IN EVERYHCDPL/R TYP. 4x5 BASE FLASHINGz OTHER R SLOT STARlING, AT THE MIDDLE- 017 THE 2 C/) ROOF COVERING PER PLAN ui WINDOW, FASTENER MUST BE EMBEDDED INTO SOLID WOOD A 7/8" STUCCO OVER PAPER 0 15/32" C.D.X. OR 7/16" O.S.B. (MIN, 2.5:12 MINIMUM OF I". KEEP WINDOW LOCKED UNITIL AI -..I-- SIDES ARE BACK WIRE MESH U.N.O. z 1/2" PLYWOOD EXT'R. SHEATHING PITCH) SECURED, G,� . CAULK OVER FASTENERS AND ANY FASTENER SL.OTS NOT ALL AROUND NAILED 8d@6&12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FBC R905.2.7 cn LLJ US E D WOOD BASED EXTERIOR 2x's @ 24" O.C. W/ HUGHES MP35 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. SHEATHING-OSBz ATTACHED TO SHEATHING WHEN < 8. INSLJL.ATE AROUND PERIMETER WITI---I BATT TYPE INSUALTION. GREATER THAN 24" x 24". DO NOT USE EXPANDABLE FOAM. Ld 15# FELT DRAINAGE PLANE u� THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 2x4 BLOCKING 2x4 BLOCKING 9. FOR ANY NSTALLAT'ION FINIS[ -ED WITH BRICK OR STONE, 7/8" NOMINAL STUCCO -7 ALLOW 1/4" CAP AT SILL BETWEEN STRUCTURE AND WINDOW. THICKNESS TRUSS (cD 24" O.C. 1% uj THEN, CAULK THIS GAP. '10. CAULK GAP BETWEEN INSTALI ED WINDOW EXTERIOR PAPERBACK LATH rRUSS @ 24" PERIMETER AND J—CHANNE-L (OR BRICK OR OTI--IER EXTERIOR FINISl--IING MATERIAL. WHICH SURROUNDS WINDOW), PEEL AND STICK TAPE < ROOF COVERING PER PLAN LLJ FLASHING SEQUENCING: DRAINAGE PLANE OVERLAP CONTROL BEAD _—T ROOF UNDERLAYMENT PER 1. APPL_Y BOTTOM PIECE OF SELF---ADI--IESIVE TYPE FIL,ASILING FLASHING AND MEMBRANE STRIP OVER WOOD FIRE BLOCKING 2x4 BLOCKING FBC R905.2.7 cl- OVER ALL OF ROUGH OPENING. FRAME / MASONRY CONNECTION. METAL FIRE BLOCKIN2 ROOF SHEATHING '141 uj 2, SET WINDOW UNI -1. AROUND FLUE LINER 6" MIN. LAP ON METAL 3. APPLY 2ND BOTTOM PIECE OF SELF—ADHESIVE. 1_YF`E 2x4 #2 SPF OR #3 Z: cn FLASHING OVER NAIL-ING FIN AND BLDG PAPER. METAL OR PLASTIC SYP STUDS @16" O.C. d, APPLY SIDE STRIFIS OF SELF-- ADI --I ESI VIE TYPE FLASHING. EXPANSION JOINT �'3. APPI.-Y T01" PIECE OF SEI-.I----ADI--IESIVE TYPE FLASHING. NOTE: 1/2" NOMINAL -IING IS A GENERIC TERM. SEL -F - ----- AD[-IESIVE TYPE FEAST CEMENTITIOUS FINISH SEE SPECIFICATIONS `-OR MATERIAL l'O BE USED. MANTLE 0 /> L) MEMBRANE STRIP COVERING WOOD FRAME I �-1 N T: INTERSECTION UNDER EXPANSION JOIN EQUAL, I1 IS "T I IE RESPONSIBILITY OF TI --IE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WI 1-H APPLICABLF LAWS AND TO PROTECTO WRAP BT-20XL-9" WIDE. TO cn LLJ PRE -FAB FIRE BOX EXTEND 2" BELOW THE CMU \< ,ODES, BUILDING C DAMPER DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS Li 18" NON-COMBUSTABLE WINDOW. THE ACID MAY DESIROY THE COIL. SPRING BALANCE SYSTEM, WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED MATERIAL FOR HEARTH <\ \< V) L'i TO MURIATIC ACID. FOUNDATION "2 _LAT OR STORE IN SUN BEFORF ------ _-E - ----- ---- ----------- --- - --- - 0 DO NOT I AY WINDOWS F INSTALLING. Lj cr� ALL WARRANTIES NULL AND VOID IF ANY VERTIC',AL 1--IOL.ES ARE < p Lj 1 - INTO WINDOW SILL AREA OF ANY WINDOW. V) v VALLEY RAFTER n� < n SCALE,: 3" V-0" U 2 MD"OW FLASHING �ETAILS STUCCOO'DAKFLASH�NTAILPRE-FAFIESCALE: N.T.S. FLASHINGDETAIL SCALE: N.T.S. 0 a FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEETS FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/74° SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ -D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT, PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/7-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/g' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES ENGINEERED LUMBER GENERAL WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B NOTES ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN FOUNDATIONS VALUES AS FOLLOWS: EFFECTIVE COLUMNS BEAMS STUD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF E = 1,700,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM Fb = 2650 Fb = 3000 Fb = 2200 BEARING CAPACITY 2000 PSF O TERMITE TREATMENT Ft =1650 Ft =1700 Ft =1500 (+) 21.2 Fc 11= 3000 Fc ii= 3000 Fc li= 2100 THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE Fc 1= 450 Fc = 900 Fc I = 450 PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT Fv = 285 Fv = 285 Fv = 150 ESTABL SHEDMBY THE FLOAY BE RIDA IN DEPOARTTMENT OF AGRICULTURE AND RDANCE WITH RULES AND LAWS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONSUMER SERVICES. CONDITION U.N.O. (- 26.4 CEILING CONSTRUCTION CAST IN PLACE CONCRETE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 50 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF LIVING SPACE IS ABOVE THE GARAGE. 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, MEANS AND METHODS AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO CONSTRUCTION MEANS &METHODS ARE THE SOLE RESPONSIBILITY OF THE ASTM A-615 GRADE 60 CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1 AxW1.4 ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND UNDER STAIR PROTECTION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND (12.7MM) GYPSUM BOARD. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. . M EACH END SHALL BE ON ALL REI METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, CENTER TO UPPER 1/3 OF THE SLAB. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BOLTS AND THREADED RODS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS MINIMUM G50 ZINC COATING FASTENERS FOR !PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. FOR t OTHERCOMBINATIONSF LLOW THE RECOMMENDATIONS OF THE 3 O AL O 0 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PRESERVATIVE WOOD TREATER. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. OF PRESSURE TREATED wooa; MASONRY WALL CONSTRUCTION PREFABRICATED WOOD TRUSSES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN V. ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE TRUSS ENGINEER OF RECORD FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE POSITIONERS IN MIDDLE OF WALL LATEST EDITION OF ANSI TPI 1. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 8, HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MANUFACTURER UNLESS NOTED ON PLANS COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" TRUSS DESIGN LOADS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL TOP CHORD: Lr = 16 PSF LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DL = 7 PSF (SHINGLE TYPE ROOF COVER) CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING DL = 14 PSF (TRUSS OVERBUILD) CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BOTTOM CHORD: DL = 5 PSF 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MINIMUM FLOOR DESIGN LIVE LOADS: CONCENTRATED 'LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ C) DECKS = 40 PSF D) STAIRS = 40 PSF EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. CONSOLIDATION. MINIMUM FLOOR DESIGN DEAD LOADS: WOOD CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN GENERAL LOADING: SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) ATTIC WITHOUT STORAGE = 10 PSF 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. ATTIC WITH LIMITED STORAGE = 20 PSF STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO, 2 GRADE SHALL BE USED GUARDRAILS IN -FILL COMPONENTS = 50 PSF REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS, END -JOINTED GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) -ADDIT'L BRACING & BLOCKING PER BCSIA & TRUSS MANUFACTURER'S DWGS CONDITIONS. E.O,R. TO REVIEW IF INSTALLED. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY 12d TOENAILS EACH END. DURABLE OR PRESERVATIVE -TREATED WOOD. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 BY OTHERS. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST HSS2 STUD SHOES, TYP U.N.O. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR TABLE WITHIN BCSI-B3). STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND IS TO BE PRESSURE TREATED. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN MASONRY, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOODEN TOP PLATES. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING --- POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEETS FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/74° SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ -D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT, PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/7-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/g' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED ( LTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 0 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND VALUE DENOTES PRESSURE AREA (SQ FT)+) - VALUE DENOTES SUCTION AREA O O FOUNDATION PLAN (+) 21.2 (+) 21.2 10 (-) 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 (- 26.4 LINTEL PLAN (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 -) 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" _Ip~tea-c 8 CO Odd;M S7A ROOF FRAMING PLAN 020.9 019.7 WIND PRESSURE/ SUCTION DIAGRAM 55 4 4 ,a l 5 5 J% 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 M 0 •y% u- 6-° °2 00 O O 0•..a� tv Z SHEET SHEET TITLE 0 r o®•°•• • ®�® Z u,. w Sc STRUCTURAL NOTES LLI w �- LI,IU�w q - U. - S1A FOUNDATION PLAN O z Z S2A DOWEL PLACEMENT PLAN o 0 S3 FOUNDATION DETAILS O a. a S4A LINTEL PLAN w 2 p .- Z<0�� 5 S5A FIRST FLOOR FRAMING PLAN O -� 4 S6 NOTES & CONNECTOR LEGEND _Ip~tea-c 8 CO Odd;M S7A ROOF FRAMING PLAN w SDI GENERAL DETAILS OZ©=zwZ z SD2 GENERAL DETAILS O D Oz=WYO E z SD3 GENERAL DETAILS d ri V�¢W�a J SD4 GENERAL DETAILS w o z SD5 2 -STORY DETAILS Q U SD6 2 -STORY DETAILS U_ Z W ST1 GENERAL STAIR DETAILS Z ° CD O c� z Uj H U MASTER UPDATES `� F. 0 NUMBER DATE DESCRIPTION INTIALS Cn o H (M z OQ O 1 10/21/2016 CREATED ELEV. A, B, C & OPTION BEDROOM#5 DP a �C/) U 2 3/10/2017 UPDATED FOR GRADE 60 STEEL & SHEET NUMBERING DP O Uj 0 O o � 3 9/22/2017 REVISED STAIR FROM AN 'L' SHAPE TO A STRAIGHT RUN FOR DP T_ WN ELEVATAIONS A, B, & C STANDARD Q 4 12/6/2017 FRAME WALK REVISIONS PER WP -13 & WP -15 MR w z 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. O H 0�. I) 0 W ��wllllllllalr ®r W M •y% u- 6-° °2 00 O O 0•..a� tv Z Z U_ ® ¢ O$ 0 J r o®•°•• • ®�® Z till lIII%% `e W O LL LLI Z ♦^ O LLI w �- LI,IU�w q - (U,i Q -r 0 E 1 0) = to r 8 0 Ci in 17 Caw ch w p .- Z<0�� 5 Z 0 _Ip~tea-c 8 CO Odd;M OZ©=zwZ z Oz=WYO E Q V�¢W�a J o z (� 1_ -_ ZOM O o 0 'S Lu UJ *' z L.L F_ F. W. v ) H (M OQ UjZ �C/) a� � 0 O o � T_ WN W Q �1 0z �� 00, � UJI � 8 =W � LU W W a� QCaa I -W .3W� 00U�OCZ LIJo0�coZ cc a°' -- BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171574 SCALE: AS INDICATED DATE: 12/08/17 FOUNDATION NOTES: 1. PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. �p 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH JO PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL u - (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR = EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 1 Cn w r' wv�w 1C) P U. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM O ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. z Z LAP SPLICES SHALL BE NO LESS THAN 30". O (n 4. CONSULT W/MAN, SPECIFICATIONS PRIOR TO POURING OR S RECESSING DOOR SILLS. 0 r . ZQZ>_jw O U- CA 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a ^ LL QC CHECK: MRB 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE _ SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) I,,,,, CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR J USE ALTERNATE APPROVED METHOD. Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY I= - COMMUNITY & COUNTY CODES. 2 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL w SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE J AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. O 9. NO WOOD STAKES PERMITTED IN FOUNDATION. U Oo " 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Z d DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED .J 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS w AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD a FOOTING STEP DOWN AND CORNER INFORMATION. _ U 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH O PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Z 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER O COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS (n FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE O PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO a FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. LLI SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, w COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). U THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS W BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2004 PSF. U) 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO O DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE U) STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND u„ FOOTING SIZES PENDING DEPTH OF STEMWALL. O Z FOOTING SCHEDULE a� U 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. OJ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. uj BARS & 3" MIN. COVER TO EDGE OF CONC. _ o 5 PARALLEL TOh- Q j 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. &I N & M H 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL. C) Q > BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. w 24"44"x12" dp w/ #5's EQUALLY SPACED EA. 11 Z O WAY MIN, 2" HORIZ, CLEARANCE BETWEEN MIN (3) # 5 E.W. Q BARS & 3" MIN. COVER TO EDGE OF CONC. 0 Z 28"48"x12" dp w/ #5's EQUALLY SPACED EA. =LLI�� p 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. d 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. Z 2.5 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Ln uj 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0- BARS & 3" MIN. COVER TO EDGE OF CONC. 1 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. �noo_ BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. O 3.5 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. Z 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. w BARS & 3" MIN. COVER TO EDGE OF CONC. H 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q BARS & 3" MIN. COVER TO EDGE OF CONC. F- 48"x48"x16" dp w/ #5's EQUALLY SPACED EA, U) _ 4A WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. h - BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"44" dp w/ #5's EQUALLY SPACED EA. p 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. H BARS & 3" MIN, COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. Z 4,3 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. O_ BARS & 3" MIN. COVER TO EDGE OF CONC. E5 w 54"x54"x16" dp w/#5's EQUALLY SPACED EA. o 4.5 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (8) # 5 E.W. to BARS & 3" MIN. COVER TO EDGE OF CONC. uj 54"x54"44" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. H BARS & 3" MIN. COVER TO EDGE OF CONC. 60"40"x16" dp w/#5's EQUALLY SPACED EA. 5O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. `—t 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. 0 UD wo �p 0 Z 00 Cn w r' wv�w 1C) P BLDG DESIGN: --- E Jd7:)(0r- O STRUCTURAL ENG: CNS CDZ -NT7C w CI m -DESIGN: --- r . ZQZ>_jw O U- CA -STRUCT: MR ^ LL QC CHECK: MRB - o >- o c JOB No. PSQ-2171574 Dw OXV 9 z<03:2w o 0 � FOUNDATION PLAN O SlA C] 1,1.1Z E 0 Q ui O 1 /4"=1'-0" a�<��° Z M Q Oo " w 0 2 .J I— Z ...... uj O w W Q F- uj a� o Q j 0 C) Q > LL 11 M W Z =LLI�� W w n uj Ln a 0 = w 1 V �noo_ �p 0 Z 00 CL BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171574 SCALE: AS INDICATED FOUNDATION PLAN --Dp7E.__ 12/08/17 SlA 1 /4"=1'-0" JVMR & ASSOCIATES, LLC is strictly prohibited. e c 0 ih 4 SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU PLAN VIEW SECTION VIEW MASONRY COLUMN TIE IN (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). 1 /2"=1'-0" DOWEL PLACEMENT PLAN 1/411= 1 1-011 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. LU o - ----O J U_ W H U_ O z O CL W W O J Z J 0 CIL W I U) C W O z W (Y ai ore ��rllllllf/®®®r® dLIJ M °• �b S LU o O o��r•'Gj 6•"" W Z z W :LU co O r-4 I •r®rrrr•® V �` �i®®, 'k P FZ®�`�®`® m Uj ///lllllll� V � p Ix U 3J o F- 6 pa ° o Z O o � —D J am W F_ I.- z w Q (DF- U Ljj W OU 0'-- E Q o Z oa JQU)h.G_' V U) UjC�WZ04 []Mr.C�' W zQOJ�� I CL W Bch 0w z zPWR0 °a �¢<LU_ja z�0 LL OM z p o s W —� U.1 LLJ h � o z F_ _ O U) W OQ Zw M OO Q O UUJ z � O 0 Uj Waw " =Z :��'� W W W ��'' Q aVO. �W �W� 1 w0 F— WQ o0VCl) I= H � o O 0 C Z oGQ� BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- STRUCT: MR 1 QC CHECK: MRB I JOB No. PSQ-2171574 1 I SCALE: AS INDICATED I DATE: 12/08/17 1 S2A (1) #5 FROM FTG. TO BOND BEAM IN FULLY C 0) GROUTED CELL. 4'1. MASONRY WALL SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP NOTE: AT FRENCH WHEN MONO DEPTH MASONRY WALL �I I. EXCEEDS 26". IF SEE PLAN DEPTH IS LESS THAN CONCRETE SLAB PER 26", THESE BARS ARE FOUNDATION PLAN IIS NOT REQUIRED :I #3 STIRRUPS @ NOT REQUIRED a. 48" O.C. WHEN 4' °• a17a- „ i MONO DEPTH I a° 4 °' ��" 00 EXCEEDS 26", IF = _ - . d . a GRADE z DEPTH IS LESSIL T = _ THAN 26" �� hI g o THESE BARS - I-- —_E1 I ' . °°°. `• a — o `v ARE NOT REQ'D Q0 EXTEND SLAB OUT 1 1/2" AT (2) #5 BARS CONT. ' � I I W/ 3"' COVER TYP. CLEAN COMPACTED 8" 1'-4" FILL @ 95% STANDARD ARE NOT REQ'D DENSITY ALL REINFORCEMENT SHALL FILL @ 95% STANDARD MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS FTG GRADE AND 1-1/2" CLEAR TO SHALL BE 1'-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO WHERE 2ND STORY OCCURS, FTG WEATHER SHALL BE 1'-4" WIDE W/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING 3/4"=1'-01" 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE CLEAN COMPACTED 2x P.T. BASE PLATE FILL @ 95% STANDARD DENSITY CONC. SLAB PER FOUNDATION PLAN (2) #5 BARS CONT. W/ ' 1-11 T 1-111 -' 1.1- 3" COVER TYP. r.8" , 8" " " WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS FOOTING AT INTERIOR BEARING 3/4"=1'-0" SPECIFICATIONS ENTRY SWING DOOR CO CONC. SLAB PER W FOUNDATION PLAN W ry SLOPE PER DOOR MANUFACTURER SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED �F�lEXTERIOR DOOR POURED SILL (1) #5 FROM FTG. TO C 0) BOND BEAM IN FULLY 4'1. MASONRY WALL w v SEE PLAN NOTE: AT FRENCH (2) #5 BARS@ TOP w WHEN MONO DEPTH DOOR LOCATIONS. "II EXCEEDS 26". IF LOWEST STEP OF DEPTH IS LESS THAN CONTRACTOR TO I I 26", THESE BARS ARE M NOT REQUIRED VERIFY WITH DOOR „ i SEE PLAN MANUF, FOR 4'. lo SLOPE REQUIRED RECESS ' GRADE 48" O.C. WHEN iI`_ I THRESHOLD PER MFR'S. — MONO DEPTH SPECIFICATIONS THRESHOLD PER MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT (— I I— DEPTH LESS co _ FRONT ENTRY DOOR & GARAGE SPECIFICATIONS ENTRY SWING DOOR CO CONC. SLAB PER W FOUNDATION PLAN W ry SLOPE PER DOOR MANUFACTURER SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED �F�lEXTERIOR DOOR POURED SILL (1) #5 FROM FTG. TO o BOND BEAM IN FULLY 4'1. MASONRY WALL GROUTED CELL. SEE PLAN SPLICE TO BE MIN. 30" (2) #5 BARS@ TOP BUILDER WHEN MONO DEPTH W "II EXCEEDS 26". IF LOWEST STEP OF DEPTH IS LESS THAN CONCRETE SLAB PER I I 26", THESE BARS ARE FOUNDATION PLAN NOT REQUIRED VARIES „ i SEE PLAN II 4'. p° .Ir #3 STIRRUPS @ - — I ' GRADE 48" O.C. WHEN iI`_ I I� — MONO DEPTH f ° —i z oo p EXCEEDS 26", IFI I °a (— I I— DEPTH LESS co _ ° 4 — 4 _ •• �. - _, THAN I I I EXCEE DIS THESE BARS FOR CONT. ARE NOT REQ'D I I=I I = CLEAN COMPACTED (2) #5 BARS CONT. FILL @ 95% STANDARD W/ 3" COVER TYP. 8" 1'-4" DENSITY ALL REINFORCEMENT SHALL O.C. WHEN MONO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO SHALL BE 1'-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO IF DEPTH IS LESS WEATHER W/ 3" COVER TYP. FO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this do( 3/4"=1'-0" (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 30" GROUT CELL SOLID SEE PLAN FOR SHOWER SIZE I II o ALL REINFORCEMENT SPECIFIED IN PLAN ABOVE - WALL z OPTIONAL CURB BY ANCHOR TO HAVE MIN. 8" C.M.U. FINISH PER BUILDER 18"cn ELEV. CONC. SLAB PER LOWEST STEP OF FINISH FLOOR FOUNDATION PLAN 4;. PENETRATING PIPE 60 GRADE :'° '"_' .,o, „ i a4 — II z —- —.... 8" 4" CONCRETE SLAB PER #5 LOOP TIE (TYP.) o I_I M j (2) #5 BARS @TOP It I I I (_ I I 1=1 I i—± WHEN MONO DEPTH I _ FOR REQUIRED #5 —1 EXCEE DIS e" FOR CONT. DEPTH LESS THAN g FOUNDATION 26", THESE BARS ARE #3 STIRRUPS @ 48" INFORMATION NOT REQUIRED O.C. WHEN MONO FOOTING PER PLAN BARS FOR EACH CONT. DEPTH EXCEEDS 26", PVC A E "" (2) #5 BARS CONT. IF DEPTH IS LESS D W/ 3" COVER TYP. THAN 26" THESE BARS REVIEW ARE NOT REQ'D AFO FOOTING @ SHOWER AT MASONRY 3/4"=1'-01" ® FILLED CELL PER PLAN 401 GARAGE TOP VIEW @ CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND DRIVEWAY BY 4„ BUILDER- CONCRETE OR PAVERS 4 4. Q COMPACTED FILL @ 95% STANDARD `-III -11 —III I I i DENSITY 411 8"8" x 8" THICKENED 01 EDGE W/ (1) #5 CONT. W/ 3" COVER, TYP. *Ff THICKENED EDGE @ GARAGE DOOR 3/4"=1'-0" .ument is copyrighted and is the exclusive property of MONTA CONSULTING & DI CONC. SLAB PER ti FOUNDATION PLAN w lk 4 ° 4 �IIII III (1) #5 BAR CONT. W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY NON-BEARING SLAB STEP DOWN CONC. SLAB PER - FOUNDATION PLAN 3/4"=1'-0" 8"x12" THICKENED IRI AR IN/ ( 1) #Fi rONT, CLEAN COMPACTED FILL @ 95% STANDARD DENSITY AFOkTHICKENED EDGE ALL REINFORCEMENT SPECIFIED IN PLAN ABOVE - WALL 3/4"=1'-0"1 STEEL AT 2 STORY LOCATIONS ANCHOR TO HAVE MIN. 8" C.M.U. FINISH PER FOUNDATIONS AS SPECIFIED THIS DETAIL, 7" EMBEDMENT BELOW ELEV. MIN 5" LOWEST STEP OF FINISH FLOOR 00 CURB PENETRATING PIPE (1) #5 CONT. W/ 1-1/2" MAX. 4" r 4 , z ..''iwd ar ......n.. W CONCRETE SLAB PER #5 LOOP TIE (TYP.) . ° o A.%, M an REFER TO e a I _ FOR REQUIRED #5 FOUNDATION PLAN 4• a 4 e" FOR CONT. +� g FOUNDATION I h BEND EACH CONT. #5 FOR REQUIRED #5 INFORMATION 16" 4. OR INSTALL #5 HOOK FOOTING PER PLAN BARS FOR EACH CONT. (FRONT VIEW) PVC A E "" DETAIL MD08 ON D LINTEL PLAN CONTACT EOR FOR ADDITIONAL REVIEW IF BEARING WALL ALL REINFORCEMENT SPECIFIED IN PLAN ABOVE - WALL FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ANCHOR TO HAVE MIN. FOUNDATIONS AS SPECIFIED THIS DETAIL, 7" EMBEDMENT BELOW MIN 5" LOWEST STEP OF ANOTHER STEP 00 CURB �- - (1) #5 CONT. W/ 1-1/2" d. W M COVER TYP. z ..''iwd ar ......n.. W CONCRETE SLAB PER a FOUNDATION PLAN . ° o A.%, I I I III— an 4'. e a I _ FOR REQUIRED #5 ° 4• a 4 1 44 ° °. .... 16" MIN, VERIFY PLAN DETAILS I I I''I l 1�l I (= I I h BEND EACH CONT. #5 FOR REQUIRED #5 8" 16" 4. so (2) #5 BARS CONT. W/ ---� 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS 04 DOUBLE STEP FOOTING 3/4"=1'-0" NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL, MIN. 24" BEFORE 0zZ - U0 ANOTHER STEP 00 �- - z 0 n d. a c° � z ° !7w. C " G W n ....�...... �" �. ° W >c a Q.. ... ..''iwd ar ......n.. W °d.44° a _ . ° o A.%, I I I III— ° ' q ° . ° I VERIFY PLAN DETAILS W o a' ° . 4 . b I _ FOR REQUIRED #5 W �'" '"' "` CONT, BARS. MAINTAIN COVER TYP. I 16" MIN, VERIFY PLAN DETAILS I I I''I l 1�l I (= I I h BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3 COVER TYP. BARS FOR EACH CONT. BAR. LAP REBAR PER DETAIL MD08 ON LINTEL PLAN FO TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 8" CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING e° .4 d GRADE PIPE. MAX 4" PVC SVE M ME ih IT ER 416 FOOTING I FOOTING PER PLAN CLEAN COMPACTED 'n g FILL @ 95% STANDARD (SIDE VIEW) DENSITY FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS (2) #5 x 4'-0" BARS CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION .1 Q °� d 4 4 i till a • Q _ I 4 - —III— 4 : a 4 I =� F_ REFER TO -- =FOUNDATION PLAN PIPE PARALLEL TO FND ;I_i —I I (—III=1 I —I II -FOR CONT. I� SEE FDN. FOUNDATION I I PLAN FOR I - SIZE & REINF. INFORMATION AN TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND 3/4"=1'-0" --SIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DI W � d O W W HOLD BRG WALL BACK m: 2x BRG WALL PER SO GYP FINISH ISPLAN AND BEARING O F7"'� LUSH W/ WALL SCHEDULE FOUNDATION BELOW 0 Z CONC, SLAB PER I O FOUNDATION PLAN W M O ti j I 2x P.T. BASE PLATE IL W O ° z a. O ° d Q . I I— , _ a of Z z � g177m,=—II c� -� ILII=1 11 III-�11 C) (2) #5 BARS CONT. W/ U 6"" 8"" 8" 10" Z W 3 COVER TYP. Q CLEAN COMPACTED W FILL @ 95% STANDARD W DENSITY a ®r�r�t�wll�"�dr�® Uj M WHERE 2ND STORY OCCURS, FTG Q SHALL BE 1'-8" WIDE W/(3) #5 BARS V 4®mss® �o�� ®,.•+®®®m®®//�j/�d " U.® . O FO BEARING SLAB STEP DOWN Z t. W % S W CD Fn � %0�'a LW ®•®• O ®®AC•. ®®•+��ti®o•'®� U nian� F- U 0 '� a6JlYlI �N W U o 0 � d VERIFY W/ DETAILS FOR REQ'D 8 €r o� STEEL AT 2 STORY LOCATIONS O z 4 n 0 U 6 • Owe , J a co nal° W #5 CONT. _ " 1'41 ° REINFORCEMENT SEE 4 FOUNDATION PLAN FOR QUANTITY U) or "'°� ""` """�' ° 4 90 -DEGREE #5 HOOK Z °' ' a .. a I BARS AT CORNER, OR ti ° "' I BEND CONTINUOUS #5 Q to w ° 4. ° '4 ° .d°.. 'I", BARS AROUND OU U w I4I CORNER. LAP REBAR U 0 � rn Z)r- E 01%� � "' •,•°am' � ,.°, ° ° PER DETAIL MD08 ON Z W 06 -- O 0) °° WN'LINTEL PLAN Q 0 W Z a W Z QQJLJL�75 a JO 0>_0 = W� 8 z -- Ozzl=-wRo Q J<<cr Fa- O ,Or, M *Fl)�TYPICAL CORNER BAR DETAIL (TOP VIEW) °z_ 0 o � W Z H F -z F_ W LL (1) W F-- U) OQ M WOOD POST PER PLAN ZW FOR SIZE AND BASE U) w Z CONNECTION WW (� O 0 TOP COURSE TO BE cn cIr j CHAIR BLOCKS. W N W Q 11 ENTIRE BASE TO BE _> FILLED SOLID SEE ELEVATION U O O W W CMU BASE VII/ (1) #5 _ = W VERTICAL @ EA.D „ W CORNER. SEE PLAN W W Cd FOR BASE SIZE; BARS Q `n TO TIE INTO EXT. FTG. ° BY TIE IN OR EPDXY a Z Z Wp (� = W 1 da a W O it CT a CONNECTION I d' a L.m o D U V THICKENED EDGE ° wzw �F—IL1 FOOTING PER MF08 ON I :'Q aA ° I W D 0 1 e �O Z 00 THIS SHEET BEYOND a° ° w N J (� Q w =� CONC. SLAB OL�N 4 M 0- q°.� ~ PAVERS PER PITCH BLDG DESIGN: GRAD STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- SEE FOUNDATION FOR I d, .-STRUCT: MR PAD SIZE I „ ° I ° ° 4 I a 1 = QC CHECK: MRB CLEAN COMPACTED_ �'�I" =I := 106 No. �a I PSQ-2171574 FILL @ 95% STANDARD I . a ' -- DENSITY I I — ° �� SCALE: AS INDICATED DATE: 12/08/17 fiF1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=11-01" S3 =SIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS 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 _ z 4 CORNER AS REQ'D 1 INDICATED IN 41/4 LINTEL PER PLAN `. ;f,:. LINTEL, #5 TO BE HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' 4. F 4 ° ° q • ° .° ' o • ' A 4 p 1d IcL d 9 d .4 d °4, I ,° JLJJ - III N p 4 LL05 ° II;< ZZ5 4. ZBOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 ° 4 ° ROUGH OPENING PER PLAN ' ° q ° e =fel I I Itl I '.I,1 TYPICAL TRUSS ANCHOR PER PLAN GRADE 40 -- PROVIDE SCREEN WHEN BLOCK BELOW 4 IS NOT REQUIRED TO BE FILLED LENGTH STANDARD 90 DEGREE HOOK a TYP'BOND BEAM 8" x 8" x 16" K.O. LU LINTEL BLOCK FILL w/ 3000 psi CONC. w/ NO (1) #5 DIA. REBAR 04TYPI AL SHEAR WALL 0 11 B C ' 1 D z 4 g 1 15 =fel I I Itl I '.I,1 SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 4 BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH �4 TA ° '4 NO -SHEAR WALLAT OPENING 04TYPI AL SHEAR WALL 4 J .d 11 B C ' 1 D #3 4 4 4 1 15 41/4 LINTEL PER PLAN `. ;f,:. a #4 4 INFO. MIN. (1) IS REQ'D 91/2 20 3 '. 121/2 24 ON EITHER SIDE OF 31/8 7 113/4 25 33/4 7 =fel I I Itl I '.I,1 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T -D" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 4 BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE ° '4 NO -SHEAR WALLAT OPENING 04TYPI AL SHEAR WALL SEGMENT 11 B C ' 1 D #3 17/8 4 4 1 15 d 41/4 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T -D" LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING 1 A, " B SEE DOWEL LAYOUT ' D A, 11 B C ' 1 D #3 17/8 • 7 15 PLAN FOR FILLED CELL 41/4 LINTEL PER PLAN `. ;f,:. 18 #4 21/2 INFO. MIN. (1) IS REQ'D 91/2 20 3 '. 121/2 24 ON EITHER SIDE OF 31/8 7 113/4 25 33/4 7 151/2 OPENING U.N.O. ' 33/4 TRANSOM OPENING j 14 " ' 1 41/2 8 1/16118 1 /2 36 -- -- 43/8 9 13/16116 1/2 (2) 2X8 SYP #2 P.T. WOOD HEADER 1 51/4 19 13/161213/4, WF01/SD3 \ 42 1. fc PRECAST LINTELS = 3500 PSI. 2. f PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW 18'-0" 0 211/0 750/0 1177/0 1676/0 TURNED SIDEWAYS. ATTACH (2) 2X8 20'-0" 0 180/0 1 598/0 1024/0 1441/0 .°` 22'-8" 0 110/0 450/0 1 824 / 0 1147/0 .� FRAME INFILL AROUND CLEAR OPENING s ' '; :: ° �� SYP #2 P.T. HEADER TO MASONRY 2'4" 1694/1694 �::!• WINDOW BY BUILDER LINTEL WALL W/ SIMPSON HU28-2 OR HUC28-2 2'-8" 1425/1425 3343/3280 4933/4933 V-0" 1230/1230 SEE WF01/SD2 FOR 4085/4085 `°�• HANGER @ EA. END. USING (14)1/4' RECESSED LINTELS BASED ON 4" NOMINAL BEARING. LINTEL MORE INFO T-4" 1081/920 2769/1716 4085/2839 4'4" 846/833 DIA. X 2-3/4" TAPCONS OR EQUAL INTO 3127/2839 MARK REQUIREMENTS = U UNFILLED MASONRY & (6) 10d NAILS INTO ` 1761/1761 2595/2595 _3 Z HEADER. NAIL EACH PLY AND EACH R =RECESSED &FILLED WITH GROUT O A 8R6-0B/1T 6'-4" 526/434 1539/1539 1329/2267 QUANTITY OF #5 REBAR @ T-4" 480/322 1334/1334 ADDITIONAL HEADER PLY W/ (2) -ROWS 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. O 8F8-OB/1T 8'-4" 415/235 1152/1152 1694/1552 8F16-1B/1T BOTTOM OF LINTEL CAVITY 10d NAILS STAGGERED @ 6" O.C. AND CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF • .:.. DRAFTING: --QUANTITY OF #5 REBAR AT TOP SUPPORT. 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER MIN 2" FROM ENDS. Q 8R14-1B/1T 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT ° 0 8F16-1B/1T 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. SCALE: AS INDICATED REFER TO DESIGN PLANS FOR DATE: 12/08/17 ': • ' REQUIRED IN -FILL FRAMING DOOR OR WINDOW OPENING *:.y ;,..•: DIMENSIONS MAX 4'-0" 8R14.0 8R14-013/1T/1T LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING 1 A, " B C ' ' D A, 11 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 8 1/16 j 14 30 1 41/2 8 1/16118 1 /2 36 #7 43/8 9 13/16116 1/2 35 1 51/4 19 13/161213/4, 1379/0 42 2 LAP SPLICE EMBEDDED U 4DO8 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" STANDARD 90° HOOK `- STANDARD 180° HOOK #3=2%" #4=2%" #5=2% #6 = 3" #7=3%" STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 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 MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 00 60 (DMIN. 1 .1 LINTEL PLAN W z V 0.. I.i U) 0 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE W CO yj ilrrrrr®®®® c�i.Nr ' �w z 1-1/2„ CLEAR ®�®®®r° 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 U_ e O STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 81`24-113/8F24-013 8F32 -113/8F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5 (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. LCL 11_611 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820- 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 414" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 71-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 O 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630 / 1738 13'-4" 0 328/0 1234/0 1779 /0 2662/0 MATERIALS 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 1. fc PRECAST LINTELS = 3500 PSI. 2. f PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 20'-0" 0 180/0 1 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 22'-8" 0 110/0 450/0 1 824 / 0 1147/0 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB ° �� RELAXATION. 7/32 WIRE PER ASTM A510. 2'4" 1694/1694 3725/3280 5499/5421 LINTEL DESIGNATION SCHEDULE 2'-8" 1425/1425 3343/3280 4933/4933 V-0" 1230/1230 2769/2769 4085/4085 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. LINTEL F = FILLED WITH GROUT T-4" 1081/920 2769/1716 4085/2839 4'4" 846/833 2121/1716 3127/2839 MARK REQUIREMENTS = U UNFILLED 5'-4" 664/572 1761/1761 2595/2595 _3 Z 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING R =RECESSED &FILLED WITH GROUT O A 8R6-0B/1T 6'-4" 526/434 1539/1539 1329/2267 QUANTITY OF #5 REBAR @ T-4" 480/322 1334/1334 1964/1552 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. O 8F8-OB/1T 8'-4" 415/235 1152/1152 1694/1552 8F16-1B/1T BOTTOM OF LINTEL CAVITY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF STRUCTURAL ENG: CNS DRAFTING: --QUANTITY OF #5 REBAR AT TOP SUPPORT. 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8R14-1B/1T 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT ° 0 8F16-1B/1T 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. SCALE: AS INDICATED DATE: 12/08/17 TYPE DESIGNATION NOMINAL WIDTH E O 8R14.0 8R14-013/1T/1T WALLI /�~ V V�� I �`�nvG'V c N D O 8F16-0B/1T 1-1/2" CLEAR ) 81`20-1B/1T = 9'-4" T.O.M. _ ® - INTERIOR/EXTERIOR Q _ #5 REBAR AT TOP MIN. (1) REQ'D "" BEARING WALLS VERIFY H 8F20-0B/1T U .-.,i = 11'-4" T.O.M. HGT. W/ ARCHITECTURAL ¢ z C.M.U. PLAN U.N.O. OR LINTEL O 8R22-1B/1T � ° GROUT 0 81`24-1B/1T = 11'-4" TOP OF z #5 REBAR AT BOTTOM OF LINTEL KNEEWALL CAVITY O 8R22-0B/1T r- BOTTOM REINFORCING PROVIDED 7-5/8� ACTUAL IN LINTEL (VARIES) O 8F24-0B/1T 8" NOMINAL WIDTH FILLED 0 8R30 -113/1T 0 8F32-1B/1T 1-1/2" CLEAR 0 8R30 -013/1T . ¢4,.LU O#5 8F32 -0B/1T REBAR AT TOP MIN. (1) REQ'D U ¢ C.M.U. 0 8F38-1B/1T z -opo g O 8F12 -1B/OT LnLOO z `- - zo BOTTOM REINFORCING PROVIDED O 8F40-1B/1T---�I` 7-5/8" ACTUAL IN LINTEL (VARIES) 0 8F28 -1B/1T 8" NOMINAL WIDTH 9, \' / UNFILLED � 8F40-0B/1T 1 .1 LINTEL PLAN W z V 0.. I.i U) 0 1/811=11-011 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. z (D ti W CO yj ilrrrrr®®®® c�i.Nr ' �w z 1-1/2„ CLEAR ®�®®®r° � F—_ 00 o� a•° �® \ Z .®.® :C0 �0+s U_ e O 0 _ u.i lw CO �► a ¢ C, w #5 REBAR AT TOP MIN. (1) REQ'D Zo o , Q 0 +06 000j..®..•®*•t�j�� Z Q LLM LCL ro® a0`®�`� m p00 � 0 J u�, °d TOP KNOCK OUT/ LINTEL BLOCK V W "'J O 0 0 1.-#5 REBAR AT BOTTOM MIN. (1) < Z U� o 6 _j READ w M 0 ° W Z 19z Or 7-5/8” ACTUAL LINTEL 0 J 8" NOMINAL WIDTH POWERS STEEL ° �� tt D m 1/811=11-011 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. z (D ti W CO yj ©J�nC I- �w z 1-1/2„ CLEAR ces- � F—_ z¢0--jof� 4, 1_6p:mti c 10�0�-Q 8 W z � Z¢O�; W 0=zwzE a ¢ C, w #5 REBAR AT TOP MIN. (1) REQ'D OZHWYO WLU 0 ft W IL Z Q LLM Li O LL 4 0 W J � 0 J u�, °d TOP KNOCK OUT/ LINTEL BLOCK 1/811=11-011 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 �w z 1-1/2„ CLEAR � F—_ 4, W z � a ¢ C, w #5 REBAR AT TOP MIN. (1) REQ'D WLU � � 0 J u�, °d TOP KNOCK OUT/ LINTEL BLOCK W "'J W O w A ' �.;.a •• COURSE 0 0 1.-#5 REBAR AT BOTTOM MIN. (1) < Z _j READ w M � * --�� 16 GA. POWERS STEEL BOXED Z W Z Or 7-5/8” ACTUAL LINTEL 0 J 8" NOMINAL WIDTH POWERS STEEL N Vi LL W < g W = w 11 SAFE LOAD TABLE NOTES z ° L Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. UJ = LLJ 1 2. 0 = NOT RATED. 0 m I— a1 Q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W (/) 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Z _3 Z 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING .� O 00 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. BLDG DESIGN: --- 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF STRUCTURAL ENG: CNS DRAFTING: SUPPORT. -DESIGN: 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. -STRUCT: MR 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. QC CHECK: f MRB` JOB No. PSQ-2171574 SCALE: AS INDICATED DATE: 12/08/17 1/811=11-011 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. WALL LEGEND W Q 0 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY j = 11'-4" T.O.M. HGT. W/ ARCHITECTURAL w PLAN U.N.O. OR LINTEL _ = 11'-4" TOP OF Q KNEEWALL 0 z O O CL w O 0 z ¢ O I= C LU CLJ CL W o 0 uj M = 1�� ♦j 00 ��?� °'' ® p= W Q V Z O ®U o ¢ W •a°® �° . Z Q� ci. w F- U ° 1y��3J o 0 7 m^ 0 LL C ° O z n Q° O� o ... V � M Q W w 2 H H Z LU Z Z V W LU ()' uj 0 LU z¢0J�� C0 ---10~0>-o8 a M° O1Xv9 z � alZ W o=zwz E o ()<MW = O Q W LL ,r I— � O ua Z Z w o W .J �O w J LL z F U) W W U. oQ 0 Z 0 ©Uj O� cLU 0 n `r W F- LLI N 2W> no =WC W � a W t QOr � a V p =W2 Uof -amQ coo co W w z W V 1— G X1 X50 �coZ co CL BLDG DESIGN: -- STRUCTURALENG: CNS DRAFTING: -DESIGN: --- STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171574 SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 12/08/17 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 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. 1/411=11-011 S 164 HEADER SCHEDULE BEARING WOOD WALL SCHEDULE A (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG HEADER FASTENERS TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. O (4)2X4 SPF #2 BUILT UP STUD COLUMN ii (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 12" NAILS (2)ply TRUSS (12) 16d x 12" NAILS FRAME TO CMU (1)ply 2035 (2)ply 2500 SPACING SPECIES TOP BOTTOM (A BLOCKING H10A 1015 H10A-2 1070 H2x6 (2)2x6 #2 SYP w/J" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6)164 E O (3)2X6 SPF #2 BUILT UP STUD COLUMN R (2)124 (2)124 NO 1450 EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES O NAILS BW1 16" SPF TOENAILS TOENAILS UPLIFT MID -SPAN < G� H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) SP4 W/(6) SP4 W/(6) R6 H2.5A w/(10)$4 FRAME TO FRAME 535 600 164 NAILS SYP #2 BUILT UP STUD COLUMN BW2 16" SPF 10d x 12' NAILS 10d x 12' NAILS 570 plf MID -SPAN J (2)2X6 SYP #2 BUILT UP STUD COLUMN H2x10 2)2x10#2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) R8 MGT w/(22)10d e EPDXY ANCHOR w/SIMP. SET -XP EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 O(2)2X8 SYP #2 BUILT UP STUD COLUMN HTT4 w/(18)16d x 22" NAILS & e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT 16d NAILS 3640 BW3 16" SPF' SP4 W/ 6 O SP4 W/(6) 570 plf PT. 8910 O 6x6 SYP #2 POST 10d x 12" NAILS 10d x 12" NAILS 2rd. 11 H2x12 2)2x12#2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 1175 O8x8 SYP #2 POST 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 O3-1/2"x3-1/2" LVL COLUMN. 16d NAILS 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS (3) 12d 2470 QO 3-1/2"x5-1/4" LVL COLUMN. BW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN RO 3-1/2"x7" LVL COLUMN. 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) SO 3-1/2"x9-1/2" LVL COLUMN. ElMSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O5-1/4"x5-1/4" LVL COLUMN. 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 16d NAILS OV5-1/4"x7" ' LVL COLUMN. 18 F1 81 SP4 W/(6) SP4 W/(6) 1290 1300 c X > ATTACH KING STUD TO HEADER w/(8) 19 BW5 12" SPF 10d x 12" NAILS 10d x 12" NAILS 760 plf MID -SPAN (3)HTS20 w/(24)10d x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME H3.5x7.25 (2)1.75"x7.25" LVL O5 1/4" X 9 1/2" LVL COLUMN 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 164 NAILS STANDARD COLUMN NOTES SP4 W/(6) SP4 W/(6) H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) BW6 12" SPF 10d x 11" NAILS 2 10d x 11" 2 NAILS 760 If p 1 3rd. PT. 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 164 NAILS 23 GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 13L. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS FRAME TO FRAME 3300 3965 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN, STANDARD CONNECTOR NOTES 7" EMBEDMENT (3) 12d 6x6: ABU66 w/(12)16d NAILS & 4" EPDXY ANCHOR WMIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) $" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS. SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 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 FOR 2 -PLY U.N.O. ON PLAN H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/ 12 () BW7 16" SYP TOENAILS TOENAILS UPLIFT MID -SPAN 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 164 NAILS 10d .148" x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 124148"x34° FLOOR FRAMING NOTES H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 664 plf MID -SPAN PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT SCHEDULE BW9 16 „ SYP SP4 W/(6) SP4 W/(6) 664 plf 1 3rd. PT. 1 O x 12" NAILS 10d x 12" NAILS OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END (2)12d (2) 12d NO BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN V-0" TO 3'-11" 1 1 BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 885 plf MID -SPAN 4'-0" TO T_11" 2 2 8'-0" TO 9'-11" 2 3 BW12 12 SYP SP4 W/(6) SP4 W/(6) 885 If p J PT. 10d x 11" NAILS 2 10d x 11" NAILS 2 3rd. 10'-0" TO 12'-0" 3 4 BW13 16" SPF SP4 W/(6) 1pd x 12" NAILS SP4 W/(6) 10d x 1z" NAILS 280 plf MID -SPAN �+ f� f 1 f� STANDARD HEADER DEp NOTEt7 @ 32"o.c. @ 32"o.c. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF 1 104 x 1„2 NAILS 1 104 x 1„ 2 NAILS 380 pif MID -SPAN APPROVAL FROM E.O.R. @ 24"o.c. @ 24"o.c. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLONG DTL. WF08/SD3. STANDARD BEARING WALL W/STRAPS NOTES 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 1.0d NAILS @12" O.C. ONE SIDE, MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.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 MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 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 PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 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. WF08/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. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2' J -BOLTS OR EPDXY 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS &AT 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 32" oz. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. R S RROOFNOTES. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 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 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 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. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE COLUMN. CONTINUOUS FROM FLOOR TO CEILING. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING FURTHER REVIEW. 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24" o.c. MAX. ARE ADDITIONAL LO ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. A) ALLLL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c, AT 2 -STORY OPEN AREAS INSTALL WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. QQ ROOF a EXT. WALL NAILING SHEATHING NOTE 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: TRUSSES 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) ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN O.C. IN FIELD, FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS, PLY CLIPS TO BE DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW SPACED NO MORE THAN 24" O.C. AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: 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. 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 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: 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. ADDED 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, AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, BUILDER NOTE: STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED -"-STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES WITH (3)10d TOENAILS. 164 COLUMN SCHEDULE CONNECTOR SCHEDULE A (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES VALUES SPF(Ib) SYP(Ib) O(3)2X4 SPF #2 BUILT UP STUD COLUMNHETA16 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. w/(9) 10dx12" NAILS OR HETA20 w/(9) 10d x 12" NAILS FRAME TO CMU 1810 1$10 O (4)2X4 SPF #2 BUILT UP STUD COLUMN ii (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 12" NAILS (2)ply TRUSS (12) 16d x 12" NAILS FRAME TO CMU (1)ply 2035 (2)ply 2500 (1)ply 2035 (2)ply 2500 O (2)2X6 SPF #2 BUILT UP STUD COLUMN CONTRACTOR MAY USE A DIFFERENT NAIL THEN H10A w/(18)10d x 12" NAILS OR31 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A 1015 H10A-2 1070 H10A 1340 H10A-2 1245 E O (3)2X6 SPF #2 BUILT UP STUD COLUMN R HTS20 w/(24)10d x 1 i" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES O (2)2X8 SPF #2 BUILT UP STUD COLUMN Q(2)HTS20 w/(24)10d x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 < G� (3)2X8 SPF #2 BUILT UP STUD COLUMN R6 H2.5A w/(10)$4 FRAME TO FRAME 535 600 O(3)2X4 SYP #2 BUILT UP STUD COLUMN MTS w/(14)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 J (2)2X6 SYP #2 BUILT UP STUD COLUMN R8 MGT w/(22)10d e EPDXY ANCHOR w/SIMP. SET -XP EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 O(2)2X8 SYP #2 BUILT UP STUD COLUMN HTT4 w/(18)16d x 22" NAILS & e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 O4x4 SYP #2 POST 10 HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 O 6x6 SYP #2 POST 11 HTSM16 wJ(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 O8x8 SYP #2 POST 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 O3-1/2"x3-1/2" LVL COLUMN. 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 QO 3-1/2"x5-1/4" LVL COLUMN. 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf RO 3-1/2"x7" LVL COLUMN. 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 SO 3-1/2"x9-1/2" LVL COLUMN. ElMSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O5-1/4"x5-1/4" LVL COLUMN. 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 OV5-1/4"x7" ' LVL COLUMN. 18 F1 81 LTT20B w/(10) 10d NAILS & g" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 c X > 7"x7" LVL COLUMN. 19 HTT4 w/(1$)16d x 2 NAILS w/ EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT -AT LVL / PSL COLUMNS USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS COLUMN TO FTG. 3640 4235 YO 3 1/2" X 11 7/8" LVL COLUMN 20 (3)HTS20 w/(24)10d x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 O5 1/4" X 9 1/2" LVL COLUMN 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 STANDARD COLUMN NOTES 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 23 GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 13L. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS FRAME TO FRAME 3300 3965 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN, STANDARD CONNECTOR NOTES 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 4" EPDXY ANCHOR WMIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) $" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS. SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 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 FOR 2 -PLY U.N.O. ON PLAN (`; STANDARD NAIL SCHEDULE H E D U LE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. >TANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 8d 131,. x 22. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 10d .148" x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 124148"x34° FLOOR FRAMING NOTES 164 .162"x32" GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 8d RING SHANK 113" x 28° 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. NAILING NOTES CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION I EXCEEDS THE INDICATED AS LONG AS IT MEETS REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. DIAMETER AND LENGTH INDICATED.. D FLOOR SHEATHING NOTES 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS MINIMUM NAIL LENGTH PER CONNECTOR IS REQ, IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. BEAM SCHEDULE w a TAG BEAM SIZE CONNECTIONS p t0 fY O TO POST: SIMP, HTS20 OR MSTA18 m TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS UJ (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" U. PLATE TAPCONS O ON MASONRY: (1) SIMP. MSTAM24 z CO TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS a B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d LU PLATE NAILS & (18)4"x24' TAPCONS _ ON MASONRY: (1) SIMP. MSTAM24 O z J 0 TO POST: SIMP. HTS20 OR LSTA18 TOBEAM: SIMP. HUC410 w/(18)16d & 0- (2)2x12 #2 SYP (10) 10d NAILS LL' B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d w U PLATE NAILS & (18)4"x24" TAPCONS W ON MASONRY: (2) SIMP. MSTAM24 O - --- TO POST: SIMP. HTS20 OR LSTA18 ❑ TO BEAM: SIMP. HUC410 w/(18)16d & Q B3.5x11.(10) 10d NAILS r> 25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d LU NAILS & (18)4"x24' TAPCONS I- ®y�rrlll0�l//®/d LU °; ON MASONRY: 2 SIMP. MSTAM24 D' �� r®r d oo Uj TO POST: SIMP. HTS20 OR LSTA18 (j ��.°•°k' ®®®,•!�'f� %� z N °� ° TO BEAM: SIMP. HUC410 w/(18)16d & N (10) 1 O NAILS Z r uJi`s, 133875 1. (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 7 '" Zs. ®�> coo NAILS & (18)4"x24•" TAPCONS �s®��°•+°®®s®®®®°°°�°�``� Q.' ON MASONRY: (2) SIMP. MSTAM24 d TO POST: SIMP. HTS20 OR LSTA18 ow_' TO BEAM: SIMP, HUC410 w/(18)16d & H V (10) 10d NAILS U ° B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP' HU410 OR HUC410 w/(10)104 Q o Iof� j NAILS & (18)a x24 TAPCONS a��o ON MASONRY: (2) SIMP. MSTAM24 ❑ . U) GQ ° C U_ O o ¢ TO POST: (2) SIMP. HTS20 OR LSTA18 - ON MASONRY: (2) SIMP. MSTAM24 p U z09� U 35.25x16 (3) 1.75"x16" LVL ° * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) U °� ■- d ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. 0 Z Q EACH SIDE w 2 H TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 133.540 (2) 1.75"x20" LVL U * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) O ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. z Z z M EACH SIDE �-�- LCC U r. LU STANDARD BEAM NOTES Q ° J _ � r z W 06 o�ti� 0 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 124 NAILS @ 12" w< w Z o O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM z z J V p m "- C° c r,' -I-- 0 o 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 2 O W W 0 � p Q W c 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM C7 V Z Q O S' � w z OzI=-W2o W UW U =3 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) Q < Q L ga. O wU 0 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. ❑ ZLo Z U) O o 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT W W ��, WRITTEN APPROVAL FROM THE E.O.R. H P 0 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS Q F- Z � W H _ Oa LIJ Zw M (O a Q F_ D LU� 0 0 cn v w0 ~ W 11 W `Z " a > W �5 = LU vl-i W � � OWC < LOv IL zo =5 LU wOH Ogg Q w z LlJ W p f,0 Z O m 11. a r "� BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: - - -STRUCT MR O QC CHECK BMRN T E S & JOB No, PSQ-2171574 SCALE: AS INDICATED CONNECTORL DATE. 12/08/17 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 Y10 WALL LEGEND Doe 10 OD L U J fir 1) 0 z W :441`6D Oki % 0 .0 Z < = 9'-4" T.O.M. = INTERIOR/EXTERIOR (D BEARING WALLS VERIFY 0 i Z0 O = 11'-4" T.O.M. HGT. W/ ARCHITECTURAL U] PLAN U.N.O. OR LINTEL Uj 0 0 ZI-LURO = 11'-4" TOP OF U_ KNEEWALL 10 < =) LU < W O0 LL (D z EXTERIOR FRAME WALL 0 0 L 0 z !9 Z CY) LL 0 0 0 SCHEDULE (PARK SQUARE) 0- WALLS WITH PLASTER OR STUCCO FINISHES Uj ct LU 2: WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 0 0 - WF< W 0 W _j 81-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX oQ 91-01, W SPF #1/#2 16" O.C. MAX 16" O.C. MAX Z UJ 09 0 Cl* 91-411 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX Lij o. 101-011 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX 0 0 EXTERIOR FRAME WALL NOTES 0 OJ z 1 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED CY) 0� TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR LU REQUIRED STUD SPACING. I'_ CL 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS < 3: & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE UL 0 NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF CD 00- SHEATHING IS TO BE REMOVED AND REPLACED, IF MORE THAN z 53 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR L) REVIEW OF EXTERIOR STUDS CD 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE 0 MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS W 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. a. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO W FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. < L0 4 0. P Ly Z LLI ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND ROOF FRAMING PLAN 1/4"=1'-011 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. z 0 LL 0 W W 0 W W VA CO r-_ U) LU U J 0 rp'- Uj L: z J Ej 0) =) < oes J Ci U) W Z N W Doe 10 OD L U J fir 1) 0 z W :441`6D Oki % 0 .0 Z < 4 (D =)w OXVA (b ORO< "�'c Z0 z z < 0 3: 2 111 0 a = z W z E 0 0 ZI-LURO o < < =) LU < W O0 LL (D 6 z 0 L 0 z !9 Z CY) LL 0 0 0 Uj VA CO r-_ U) LU U J 0 rp'- Uj L: z J Ej 0) =) < oes J Ci U) W Z N W > z5 C0 L C < 0 Q -UJ (0 P 10 iz- 0 CL 2 (D =)w OXVA (b ORO< "�'c Z0 z z < 0 3: 2 111 0 a = z W z E 0 ZI-LURO o < < =) LU < W O0 LL (D < 0 L 0 z ry Z CY) LL 0 0 Uj LL Uj U_ z 0 - WF< W 0 W oQ o� LU Z Z UJ 09 < Cl* F0w LU UJ z 0 o OJ W LLF Z > W 00- 0 53 W Uj Uj -W 4 < L0 4 0. P Ly Z LLI L'i 0 0) 0 W Z W n 0 Z 15 2no co CIL a V_ BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: . ......... -DESIGN: --- -STRUCT: MR I QC CHECK: MRB I JOB No. PSQ-2171574 I SCALE: AS INDICATED I DATE: 12/08/17 1 STA I— Q OF OPENING SHEATHING PER PLAN STRUCTURAL < SHEATHING PER PLAN H10A U.N.O. SHEATHING O PROVIDE STANDARD 2x6x12 P.T. CENTER H10A U.N.O. W10A U.N.O. Uj w HOOK I BUCK 4 A., -- 1/2" J -BOLT w/ 5-1/2" LL ° > — — — — EMBED,CENTERED FRAME OUT TO BLOCK O . �r :....� , ..,; . .. EDGE AS REQ'D FRAME OUT TO BLOCK Z a + — `" ` � 2x6 P.T. NAILER FRAME OUT TO BLOCK EDGE (1) #5 IN TIE BEAM ATTACHED w/ (1) 1/4"x EDGE AS REQ'D (1) #5 BAR IN PRECAST 2-3/4" TAPCONS @ 24" O.C. AMX. & 4" FROM O .I . LINTEL 1/2" J -BOLT a ENDS (2) #5's VERTICAL IN I O O.CO & 6XY AFROMR @ (2) 2x TOP PLATE w I., GARAGE WALL I 2 2x PLATE m GROUT FILLED CELL 2x TOP PLATE 1 - (2) 2x #2 SYP SEE PLAN W ;. BEYOND (2) O () (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY EACH ENDW/2x2x$ FOR BEAM SIZE IF OPENING PROVIDED I=- SQUARE WASHER PER PLAN) Z ¢ �I. W/MIN. 7" EMBED. > g 2x6 P.T. BUCK EACH MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE �_ �I �I ENTIRE COLUMN TO a m SIDE OF OPENING WALL WITH STUDS @ WALL WITH STUDS @ ( 2x PT BOTTOM WALL w/ STUDS @ 16" _ BE GROUT FILLED w 0 16" O.C. W/ 16" O.C. W/ EL (2) 2x #2 SYP SEE PLAN O.C. w/ STRUCTURAL _ m �. v (5) 1/2 DIA. J -BOLT W/ � PLATE U.N.O. STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING FROM I� • � w 5-1/2" EMBED. AT EA (1) #5 VERTICAL IN c9 SHEATHING ON BOTH SHEATHING ON BOTH TOP OF WALL TO w GROUT FILLED CELL (IF m DOOR BRACKET, EA. SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR 0 SIDE OF DOOR. BOTTOM OF WALL. REQ'D PER PLAN) i- oo WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE ATTACHED PER D' W -� PROVIDE 2x2 y O w BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE O m > WASHER W/ EA. NAILING SCHEDULE NAILING SCHEDULE O '.° OTHERWISE SP2 CLIPS U -- �__ ._ _.._ ._. _ __._._....: __ _.__. __-- NOTE: SEE MDO$ ON m ANCHOR. (1st BOLT TO OTHERWISE SP2 CLIPS ( MASONRY WALL AT TOP AND SP1 CLIPS Z W b 1�, LINTEL PLAN FOR Q BE 8" MAX. ABV. CURB, AT TOP AND SP1 CLIPS BUILDER FRAME AT BASE ARE REQ'D �C ADDIT'L REBAR INFO REST EQ. SPACED AT BASE ARE RADIUS AS REQ'D a -24" AT `'� ��.� _............... REQUIRED w DO VERTICAL REINFORCEMENT DETAIL ADO�GARAGE BUCK DETAIL fiFO KNEEWALL AT DOWNSET BEAM AFO KNEEWALL AT UPSET BEAM AFO�KNEEWALL OVER MASONRY WALL ��,��.00®••®°°«°°®••s®/'yd�y�ylp 1/2 =if -Oil 3/4"=1 -O 3/4"= 1 -0 3/4"=V-011• 4. i U) Lu : `x? C7 : _jU tog Z Z,�i-3 Z� =� � /! t� °•e®see®®• a® PR PRE-ENG.TRUSS PER W CLLd Ilene® PLAN, 24" O.C. MAX ROOFING MATERIAL H V ° PER ARCHS (2) 2x TOP PLATE W/ U P.T. BUCK FASTENER SCHEDULE SIZE I TAPCONS SPACING # ROWS 1x4 (3) 12d END NAILS TO LAST STUD 1 x6 SEE FRAMING PLAN x 2 1/4" NOTE: THIS DETAIL APPLIES TO THE ° -_�� 3/16" x 2 1/4" 12" O.C. ----"" FOR CONNECTION FOLLOWING CONDITIONS: ° a PRE -CAST LINTEL PER 3/16" INFO 12" O.C. 1 2x6 3/16" TYPICAL TIE BEAM w/ 3000 PLAN SEE ELEVATION 3/16" (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU 12" O.C. 2 psi CONC. w/(1) #5 REBAR CONT, TOP OF MASONRY ° (3) INTERIOR LOAD BEARING FRAME WALL TO STD HOOK OPENING SEE ARCH PLANS FOR CMU WALL , I a 2x PT STUD OR ALTERNATE 1x PT WATERPROOFING BY BUILDER/ OTHERS OVERHANG INFO a FURRING TO CMU W/ 2x FRAMING PER i.: 4 11 PLAN WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE SIZE I TAPCONS SPACING # ROWS 1x4 1 x6 3/16" x 2 1/4" " 1x8 3/16" x 2 1/4" 12" O.C. 2 c 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 31/4" " 2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: _ RE. ELEV. TYPICAL FILLED CELL w/ 3000 LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF FOR O.H. REFER TO PLAN FOR ADDITIONAL ° psi CONC. w/(1) #5 REBAR VERT. (TYP). I- TYP. SINGLE TIE -BEAM WALL FRAMING INFORMATIONVERIFY w/ PLAN FOR REQ'D WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE _ 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE F- W/ (1) #5 CONT. LOCATIONS GROUT SOLID MASONRY WALL PER OF BUCK. w BLOCKING AS SPECIFIED PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR V IN BEARING WALL SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO z STRUCTURE BY OTHERS IN THIS CASE. p I-- M CMU WALL AS REQ'D PER PLAN P.T. BUCKS PER W ti U) 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 4 I' J -BOLTS OR 2' THREADED ROD, I SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS O W 0 w WINDOW PER > 6" FROM EA. END OF WALL ,WALL ° STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. U D 0 (n0 a, _ ti E (4) EQ. SPACED 2"?ITEN HD ANCHORS w/ Q ....� -- d .- FLOOR PLAN OPENINGS & AT 32 o.c. MAX. (6, 6 MIN. MAX. 2 PLIES OVER INITIAL P.T. BUCK. o?S p . w EMBED.) w/ 2"x2" SQ. WASHERS ° MIN. 1 a"" EMBEDMENT FOR HOLLOW 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME Z (� z C M NOTE: 2� MASONRY NAILS I BLOCK OR 3 1/2" EMBEDMENT FOR SOLID OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS Z Q Z J _, (HAND OR POWER DRIVEN) I BLOCK(00 . MAX. 6" FROM TOP AND BOTTOM (FASTENING) ARE MET. I-- U m w ^ c PRECAST CONC. OR O W J 0�©>- 0 8 OR 1/4" TAPCON W/MIN. 2" EMBEDMENT 6"' r` POWERS STEEL SILL @ 16"o.c. MAY BE USED I.L.O. 5. MAINTAIN MAXIMUM 2 FASTENER EMBEDMENT INTO HOLLOW OR SOLID a J -BOLTS FOR WALLS THAT DO FROM TOP AND BOTTOM AND 12" O.C. GROUTED CMU. (� W j2 0 `t — c TYP. @ ALL WINDOWS BETWEEN <L 0 � n ti o NOT CARRY UPLIFT 6. WINDOW OR DOOR INSTALLATION BY OTHERS (� Z p = Z w Z E z OZI—I.uYO j EXT FINISH PER PLAN DO BEARING/ SHEARWALL CONNECTION TO CMU PT BASE PLATE DO 2x BUCK DETAIL o .—.� ¢ a 0 3/4"=1'-0" 1/2"=1'-0" '� Z 0." © Oo ch Z o W W MAIN FLOOR w J ELEV 0'-0" H SEE CONC. FOUNDATION SLAB - VERT REINF. BEYOND zQ W W r 1"� ....r..�.r. PLAN FOR MORE INFO W `./ • � � =� � �< I �� _ SEE FOUNDATION -----� I �—� (_ -� MASONRY WALL PER PRE-ENGINEERED 12 w DETAILS FOR FTG INFO I I- PLAN TRUSSES PER PLAN @ (TYP) SEE ELEV. SEE ROOF SHEATHING, O Q PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. H 24 0. C. MAX. DOUBLE 2x TOP PLATE w Z H10A U.N.O. DOUBLE TOP PLATE Z w M SO TYPICAL ONE STORY CMU WALL SECTION IF REQ'D, PROVIDE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE 0 9 Q ID CLOSURE WALL w/ w O Q 3/411=1SINGLE TOP AND BASE w @ EACH STUD 12d NAILS @ EACH END p ... PLATE w/ (2) 16d NAILScn v EXT. SHEATHING I \ TO TRUSS. STUDS @ PRE-ENGINEERED SIMPSON LSTA30 W/ w N Cl) SCC W EXT. BEAM PER PLAN PT POST PER PLAN ATTACHED PER y I 24 O.C. &EXT. ROOF TRUSS- SEE (22) 10d NAILS (ALL z > NAILING SCHEDULESHEATHING INSTALLED FRAMING PLAN FOR CORNER CONDITIONS a U O O ,W w LAP BEAM PLYS AND FROM TOP OF �IPER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND w _ E- = W NAIL AS SHOWN (5) 10d KNEEWALL TO BOTTOM SEE PLAN FOR NAIL PER PLAN TALLER STUD) w0 W OR SP2 CLIPS AT TOP CO w W Q NAILS PER PLY CONNECTION EXT. BEAM PER PLAN AND SP1 CLIPS AT BASE ARE REQ'D. 2x BRG WALL, SEE Q ` U a Pw HTS20 CLIP FROM �"� - CRICKET AS REQUIRED PLAN FOR STUD SIZE & Z p = W W POST TO BEAM 2x BLOCKING ' SPACING. MIN (2) 2x SEE FLOOR PLAN FOR w O 1— Cl � Q MIN 2x4 STUDS @ 16 UNDER GIRDER TRUSS MORE BRG. WALL INFO 0 0 W (1)0 PLAN VIEW @ TOP OF POST o/c MAIN SPAN ROOF U.N.O. w z nto �1 PT POST PER PLAN • TRUSS 1* 2x BLOCKING O Z 2x P.T. PLATE -i ABU POST BASE PER 1/2" x 8" J -BOLT OR EPDXY H m [L a• � PLAN ANCHOR @ 32" O.C. & 6" ° SIMPSON LSTA24 EACH (2) 2x TOP PLATE STUD BLDG DESIGN; 5/8" THREADED ROD w/ FROM EA. END W/ ATTACH 2x TO NUT SET IN ADHESIVE WASHER, CENTER ONx BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) STRUCTURAL ENG CNS META16 U.N.O.UNO. --- --- ---- _.._.._ _. .._. _..._.._.... BASE PLATE PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS DRAFTING: ° SPACING. MIN (2) 2x STAGGERED @ 8" O.C. DESIGN SEE FOUNDATION TOP KNOCK OUT M COURSE W/ (1) #5 MASONRY WALL PER PLAN FOR ADDITIONAL UNDER GIRDER TRUSS SEE PLAN FOR sTRUCT: MR ._ �U.N.O. CONNECTION QC CHECK MRB Li INFO CONT. PLAN SIDE VIEW BASE OF POST fiF1 KNEEWALL ABOVE MASONRY WALL F1 SECTION @ DOUBLE BEARING F1 STEP @BEARING FRAME WALL JOB No Psa 2171574 SCALE: AS INDICATED 3/4"=1'-0" 3/411_1141 DATE: 12/08/17 rCDO CORNER COLUMN FRAMING \11,� 3/4"=11-011 SD1 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. p d e o c z O am OPENING SIZE AND NOTES: _ RE. ELEV. TYPICAL FILLED CELL w/ 3000 LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF FOR O.H. REFER TO PLAN FOR ADDITIONAL ° psi CONC. w/(1) #5 REBAR VERT. (TYP). I- TYP. SINGLE TIE -BEAM WALL FRAMING INFORMATIONVERIFY w/ PLAN FOR REQ'D WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE _ 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE F- W/ (1) #5 CONT. LOCATIONS GROUT SOLID MASONRY WALL PER OF BUCK. w BLOCKING AS SPECIFIED PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR V IN BEARING WALL SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO z STRUCTURE BY OTHERS IN THIS CASE. p I-- M CMU WALL AS REQ'D PER PLAN P.T. BUCKS PER W ti U) 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 4 I' J -BOLTS OR 2' THREADED ROD, I SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS O W 0 w WINDOW PER > 6" FROM EA. END OF WALL ,WALL ° STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. U D 0 (n0 a, _ ti E (4) EQ. SPACED 2"?ITEN HD ANCHORS w/ Q ....� -- d .- FLOOR PLAN OPENINGS & AT 32 o.c. MAX. (6, 6 MIN. MAX. 2 PLIES OVER INITIAL P.T. BUCK. o?S p . w EMBED.) w/ 2"x2" SQ. WASHERS ° MIN. 1 a"" EMBEDMENT FOR HOLLOW 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME Z (� z C M NOTE: 2� MASONRY NAILS I BLOCK OR 3 1/2" EMBEDMENT FOR SOLID OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS Z Q Z J _, (HAND OR POWER DRIVEN) I BLOCK(00 . MAX. 6" FROM TOP AND BOTTOM (FASTENING) ARE MET. I-- U m w ^ c PRECAST CONC. OR O W J 0�©>- 0 8 OR 1/4" TAPCON W/MIN. 2" EMBEDMENT 6"' r` POWERS STEEL SILL @ 16"o.c. MAY BE USED I.L.O. 5. MAINTAIN MAXIMUM 2 FASTENER EMBEDMENT INTO HOLLOW OR SOLID a J -BOLTS FOR WALLS THAT DO FROM TOP AND BOTTOM AND 12" O.C. GROUTED CMU. (� W j2 0 `t — c TYP. @ ALL WINDOWS BETWEEN <L 0 � n ti o NOT CARRY UPLIFT 6. WINDOW OR DOOR INSTALLATION BY OTHERS (� Z p = Z w Z E z OZI—I.uYO j EXT FINISH PER PLAN DO BEARING/ SHEARWALL CONNECTION TO CMU PT BASE PLATE DO 2x BUCK DETAIL o .—.� ¢ a 0 3/4"=1'-0" 1/2"=1'-0" '� Z 0." © Oo ch Z o W W MAIN FLOOR w J ELEV 0'-0" H SEE CONC. FOUNDATION SLAB - VERT REINF. BEYOND zQ W W r 1"� ....r..�.r. PLAN FOR MORE INFO W `./ • � � =� � �< I �� _ SEE FOUNDATION -----� I �—� (_ -� MASONRY WALL PER PRE-ENGINEERED 12 w DETAILS FOR FTG INFO I I- PLAN TRUSSES PER PLAN @ (TYP) SEE ELEV. SEE ROOF SHEATHING, O Q PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. H 24 0. C. MAX. DOUBLE 2x TOP PLATE w Z H10A U.N.O. DOUBLE TOP PLATE Z w M SO TYPICAL ONE STORY CMU WALL SECTION IF REQ'D, PROVIDE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE 0 9 Q ID CLOSURE WALL w/ w O Q 3/411=1SINGLE TOP AND BASE w @ EACH STUD 12d NAILS @ EACH END p ... PLATE w/ (2) 16d NAILScn v EXT. SHEATHING I \ TO TRUSS. STUDS @ PRE-ENGINEERED SIMPSON LSTA30 W/ w N Cl) SCC W EXT. BEAM PER PLAN PT POST PER PLAN ATTACHED PER y I 24 O.C. &EXT. ROOF TRUSS- SEE (22) 10d NAILS (ALL z > NAILING SCHEDULESHEATHING INSTALLED FRAMING PLAN FOR CORNER CONDITIONS a U O O ,W w LAP BEAM PLYS AND FROM TOP OF �IPER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND w _ E- = W NAIL AS SHOWN (5) 10d KNEEWALL TO BOTTOM SEE PLAN FOR NAIL PER PLAN TALLER STUD) w0 W OR SP2 CLIPS AT TOP CO w W Q NAILS PER PLY CONNECTION EXT. BEAM PER PLAN AND SP1 CLIPS AT BASE ARE REQ'D. 2x BRG WALL, SEE Q ` U a Pw HTS20 CLIP FROM �"� - CRICKET AS REQUIRED PLAN FOR STUD SIZE & Z p = W W POST TO BEAM 2x BLOCKING ' SPACING. MIN (2) 2x SEE FLOOR PLAN FOR w O 1— Cl � Q MIN 2x4 STUDS @ 16 UNDER GIRDER TRUSS MORE BRG. WALL INFO 0 0 W (1)0 PLAN VIEW @ TOP OF POST o/c MAIN SPAN ROOF U.N.O. w z nto �1 PT POST PER PLAN • TRUSS 1* 2x BLOCKING O Z 2x P.T. PLATE -i ABU POST BASE PER 1/2" x 8" J -BOLT OR EPDXY H m [L a• � PLAN ANCHOR @ 32" O.C. & 6" ° SIMPSON LSTA24 EACH (2) 2x TOP PLATE STUD BLDG DESIGN; 5/8" THREADED ROD w/ FROM EA. END W/ ATTACH 2x TO NUT SET IN ADHESIVE WASHER, CENTER ONx BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) STRUCTURAL ENG CNS META16 U.N.O.UNO. --- --- ---- _.._.._ _. .._. _..._.._.... BASE PLATE PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS DRAFTING: ° SPACING. MIN (2) 2x STAGGERED @ 8" O.C. DESIGN SEE FOUNDATION TOP KNOCK OUT M COURSE W/ (1) #5 MASONRY WALL PER PLAN FOR ADDITIONAL UNDER GIRDER TRUSS SEE PLAN FOR sTRUCT: MR ._ �U.N.O. CONNECTION QC CHECK MRB Li INFO CONT. PLAN SIDE VIEW BASE OF POST fiF1 KNEEWALL ABOVE MASONRY WALL F1 SECTION @ DOUBLE BEARING F1 STEP @BEARING FRAME WALL JOB No Psa 2171574 SCALE: AS INDICATED 3/4"=1'-0" 3/411_1141 DATE: 12/08/17 rCDO CORNER COLUMN FRAMING \11,� 3/4"=11-011 SD1 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. SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ 48" O.C. AND AT ENDS SHEATHING NOT REQ'D TO BE CONT. @ THE (2) 1 O NAIL (2) 10d NAILS TRANSITION FROM @ EA. BOT" @ EA. BOTTOM BEAM TO GABLE CHORD CHORD TRUSS BEAM PER PLAN 2x4 BLOCK; 2x4 BLOCKS. REFER TO i 7 REFER TO GE 22777 1 SIMPSON H10A SIMPSON I DIAGONAL TO BEAM DIAGONAL PLATE BEAM CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ 48" O.C. AND AT ENDS SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION NAIL GABLE END H I FOR ADDITIONAL INFO AS REQ'D UP TO 4'-8" NO BRACE REQUIRED BOTTOM CHORD TO (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) PLATE USING 10d NAILS SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE AT 12" O.G. CABINETS OR HEAVY DOWN TO BRACE TO PLATE TRUSS BOT. CHORD SIMPSON DTC @ EACH—= LOCATIONS CARRYING HORIZONTAL BLOCK - LOADS SUCH AS LOCATION. ATTACH W/ CABINETS OR HEAVY 3 1/4" HOLD 1/2" J -BOLTS w/ VERTICAL GAP BETWEEN 12" LONG LUQ' PT 2x8 PLT., CANT. FOR HOLD TOP OF BLOCK & TRUSS WASHERS (MIN. 6" 2x4 BLOCKS. — NON -LOAD BEARING BOTTOM CHORD/ J 0 iZ- c8 CLG. NAILING SURFACE WALL DOWN 1-j" TRUSS BLOCKING.) EMBED) MIN. 6" FROM REFER TO GE02 — - BELOW BOTTOM OF 2x BLOCKING x 12" z<03:2 ii a z 10 EACH END AND 32" O.C. TRUSS BOTTOM LONG @ HORIZONTAL w J (2) 1 O NAILS @ EA. �WQWJa O MAX. (2) 10d NAILS @ EA. -__ BLOCKING LOCATION w BOTTOM CHORD a O O M 3: BOTTOM CHORD FOR CLIP J Uj - Z zzo Z W -~ TO WALL SINGLE TOP u� Y 2x4 SYP #2 BRACING @ 24" O.C. = LL PLATE W / MIN. (4) 8d ° L FOR FALSE BM ATTACHMENT w/ NAILS. 2x4 BLOCKS. a o m (3) 10d TOENAILS EA. END SINGLE 2x TOP PLATE REFER TO GE02 PARALLEL TRUSS ©2x F2 NON-BEARING WALL OQ s TOP PLATE TO GABLE END W/ LI- Uj p Z PROVIDE NAILS a. SIMPSON A35 CLIPS @ 16d NAILS @ 6" O.C. GABLE ENDD TRUSS TO GABLE- 0o 24" O.C. ' FRAMING FOR FALSE BEAM, IF REQ'D PLT.@12" O.C. MAX. TIE BEAM COURSE w/ (1) w/ (3) 1 Od NAILS @ EA. TRUSS BRACE CMU WALL OR LINTEL #5 CONT. 2x4 STUDS @ 24" O.C, w/ SINGLE 00 FALSE BM PER PLAN BELOW AW BASE &TOP PLATE w/ PLYWOOD IF REQ'D SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 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) 2x6's @ 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 CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER (5) 16d NAILS BRACE TO BLOCKING (4) 16d NAILS BRACE TO BLOCKING II 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 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TO RUN BACK TO 1ST COMMON SEE ELEV. FOR SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I X'lz 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 6 7'-0" (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING 2x4 DIAGONAL BRACE @ 48 O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART Q �X A A GABLE END SHEATHING FASTEN PER PLAN. FtK NtHutK tiUrItu. I r1tN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. 3), TYPICAL HEADER DETAIL 3/4"=1'-0" D02 LEDGER @ LOW ROOF 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (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 T 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. a SHELVING. VERTICAL GAP BETWEEN 12" LONG LUQ' HOLD TOP OF BLOCK & TRUSS ZQOm�( y ~0>-o d NON -LOAD BEARING BOTTOM CHORD/ J 0 iZ- c8 --_ WALL DOWN 1-j" TRUSS BLOCKING.) �cn�O�d:cu — - BELOW BOTTOM OF 2x BLOCKING x 12" z<03:2 ii a z TRUSS BOTTOM LONG @ HORIZONTAL J �WQWJa O < CHORD. BLOCKING LOCATION Z LL a O O M 3: W FOR CLIP Uj - Z ATTACHMENT. ATTACH Z W -~ TO WALL SINGLE TOP = W PLATE W / MIN. (4) 8d H � NAILS. g SINGLE 2x TOP PLATE PARALLEL TRUSS F2 NON-BEARING WALL OQ 1/2"= 1 I -OV, TRUSSES AT 24" U. SIMPSON DTC @ 48" O.C. ATTACH W/ (6) E NAILS (MAX. 4" VERTICAL GAP BETWEEN 12" LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) REDUCE DTC SPACII TO 24" O.C. FOR WALLS CARRYING LOADS SUCH AS CABINETS OR HEAV SHELVING 2x BLOCKING x 12" LONG @ TRUSS LOCATION FOR CLIF ATTACHMENT, @ 41 O.C. ATTACH TO WA SINGLE TOP PLATE MIN. (4) 8d NAILS. SINGLE 2x TOP PLAT NtKF'tNUIUULAK I KU55 2x #2 SPF CRIPPLES AT 16" O.C. W/ SP4 AT TOP AND SP1 AT BASE LSTA30 HEADER TO STUDS U.N.O. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER J OJ Q H Q. 2X STUDS TYP. W U ATTACH JAMB STUDS 2 W 0 O PER WF08/SD3 t — U BASE PLATE TO BE Z W ATTACHED TO FTG Q USING 1/2" 0 J -BOLTS rS OR EPDXY ANCHOR @ 6" FROM EA. END OF M BASE PLATE & WALL \ w v ��r®�►a�o�er/®®® a �- OPENINGS & 32" O.C. ��r �i®� 00 W/,7" MIN EMBED. & 2" LL ' �®' 4:'.®®.®®®®®�'�J% ®�i� Y ti WASHER. AT SLAB O L ®%�V ei J Z STEP DOWNS, EMBED. : �•�0 ° u. 6°ZZ MUST BE 7" BELOW 0 .:tu STEP • • e� nu <•,� d ¢ :�-, 0 P.T BASE PLATE y� ®® �!*• y`Z. O 1® •®•®®•®®®®®• • `Cj ®' LLL W s� �-10 �® W SP4 @ BASE OF EA. U STUD U.N.O. SEE U o BEARING WALL 0=C SCHEDULE FORj Q a 0 MORE INFO. p - d U) a LL z 1/2"=1V-011 O U Q o� U ROOF SHEATHING, O Q m FASTEN PER PLAN 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ 24" O.C. TRUSS PER PLAN WOOD/MASONRY WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 24 O.C. MAX. STUD SPACING TO BE REDUCED DOWN TO 16" O.C. MAX. @ LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. HOLD TOP OF NON -LOAD BEARING WALL DOWN 1-2" BELOW BOTTOM OF TRUSS BOTTOM CHORD. `- Z W r O W Utiw H Q J D d,?�T- E Z LUQ' ZQOm�( y ~0>-o d W J 0 iZ- c8 0 �cn�O�d:cu O z<03:2 ii a z oomzwz E Q J �WQWJa O < 0� Z LL a O O M 3: W Uj Uj ~ Z Z W -~ = W H � g OQ Uj p Z 0o a1-- O AW 0 LUN WQW 11 �ZF- W� _WtW/� � _0 W W Q UJI QLO (L P:w =W� 1 WoF_erma WzW�H� Mo0wwZ 00 I-- m a- CL T- BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: _... -DESIGN: --- -STRUCT: MR QC CHECK: MRB I JOB No. PSQ-2171574 I SCALE: AS INDICATED DATE: 12/08/17 SD2 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. /-Xl+ DLV%_,r\o, (z) 10 NAILS @ EA. END. BLOCK ADJ. BAYS(( EA.DIAG. AS SHOWI FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. (5) 16d NAILS BRACI TO BLOCKING PROVIDE 2x4 BRACI TO EA. ADJ. DIAG. FASTEN TO DIAG.w/ 16d NAILS. I HIND FEK PLAN ;E O.H. IS > V-0", END GABLE w/ JOKERS @ 24" 0 RUN BACK TO )MMON TRUSS (3) 12d TOENAILS ECT TO DROP WITH H2.5 CLIP. f -01t O.H. 2x4 24" O.C. 'END HING FASTEN LAN =_ AS REQ'D ON H10A DIAG. DCKING GABLE BRACING @48" PROVIDE 2X BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN W W SEE PLAN FOR N SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR RECD CONNECTIONS MAY ALSO BEMASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE, BRACING*** PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS 3/4"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE SP4 DOUBLE TOP PLATE TO EACH CRIPPLE STUD oW (2) ROWS 12d NAILS U) O�-' '9C '1�& �' -1p 0 ROOF SHEATHING, @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OV &C' I& �� 1110 ROOF SHEATHING, FASTEN PER PLAN CQ �9& FASTEN PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TOP CHORDS OF TRUSSES BELOW WHEN N'S� --LSTA30- STAGGERED @ 12: O.C. z .1 0 BELOW AND CONNECT w/ HTS20 @ 32" O.C. 0A, O/_/ PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY OA_ Oy FRAMING DETAIL ODOUBLE TOP PLATE 2x BLK'G. TO O.S.B. W/ HEADER TO EA. FACE OR (3) ROWS SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER 2x4 FRAMING @ 24" OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF 2x4 FRAMING @ 24" j9kARCH PER ELEV (2) - 8d EACH END STUDS U.N.0 12d NAILS STAGGERED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING O.C. MAX. 2x SCAB w/ 10d NAILS NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF RE= O.C. MAX. 0 O PROVIDE (4) 10d x 3" ! IT HEADER PER -- '0" @ 12" O.C. FOR 2X10 PROVIDE (4)10d 4" NAILS AT JOINT PER -ENG TRUSSES NAILS AT JOINT LOCATION OR GREATER HEADER a. PER PLAN2x 0 SCAB wl 10d NAILS MON (3) 16d MUJ END VIEW w/ CMU J 4 W @ 4" O.C. NAILS (TCO TRUSS CONNECTION PER -ENG TRUSSES 2x 2x W/ (2) 16d 0 z PER PLAN2x6 2x6 SUB FASCIA PER PLAN HEADER (SEE PLAN) TOE NAILS _j _j 0 SUB FASCIA CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION Z EACH END < (2) 8d TOE NAILS z F- LEDGER PER PLAN 0 X 2X4 SPF CONT. 13 - W W 2x4 PT LEDGER W/ J C)_j L CY) E z BLOCKING ATTACH TO 0 � 06 _j Cj U) < 2 z C� 22- 7/16" O.S.B. EA, SIDE 7/16" OSB W/ (2) 8d UJ 0 > 0 1 LL co 0 CL W NAILS n CO 0 U5 W R 0 <'-� a z < 0 3� 2 W 0 Z a- Uj < < X CL 0 2x BLK'G. TO O.S.B. W/ 7/16" OSB EACH SIDE, m ,9kARCM PER ELEV 0 C) F<- Hoo 0 z z CV) U_ 00 W (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. 0 W 3: Z .F - TO SIDE & TOP NAILER a Uj Ilia z F<- W Z W 3: F - _r 2x BUCKS, <_ K, (/) O< F- 0 Z END VIEW WOOD co w/ V (L W C') 00 00 41/ LU 6 CID LL C= z 0 Z '?q IL 0 00 0 CD Cj ".I - z 0P C; % z 0 00 Uj Uj 0 CL PO NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN 1/4" 1" EDGE 1 1/2" EDGE 10d x 3" COMMON 2 1/2" z z W 1 1/2" W z CN 10 W C14 04 04 10d x 3" COMM( 10d x 3" COMMON OPP. SIDE 67 z z Cn 00 co Co 10d x 3" COMMC OPP. SIDE (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN GABLE END @ FLAT CEILING w/ BOSTON HIP fiFO k TYPICAL BUILT-UP STUD COLUMN DETAIL 3/4"=11-0" 1-1/2"=11-011 2 1/2" EDGE 1/4" x4" TAPCONS @ 12" L 4X 2x FRAME WALL PER -tLEDGERVV/ (z) Mu O.C. NAILS @ 16" O.C. PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION a CMU WALL CONDITION FRAME WALL TYPICAL SCAB OVERHANG 3/4"=11_01f DORMER FRAMING DETAIL z 00 A,— L� EDGE DISTANCE PER P�� INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN O2x O�-' '9C '1�& �' -1p 0 ROOF SHEATHING, @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OV &C' I& �� 1110 ROOF SHEATHING, FASTEN PER PLAN CQ �9& FASTEN PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TOP CHORDS OF TRUSSES BELOW WHEN N'S� BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. 0A, O/_/ PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY OA_ Oy FRAMING DETAIL ODOUBLE TOP PLATE <8> SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER 2x4 FRAMING @ 24" OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF 2x4 FRAMING @ 24" ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING O.C. MAX. 2x SCAB w/ 10d NAILS NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF RE= O.C. MAX. 0 O PROVIDE (4) 10d x 3" @ 4" O.C. PROVIDE (4)10d 4" NAILS AT JOINT PER -ENG TRUSSES NAILS AT JOINT PER PLAN2x 0 SCAB wl 10d NAILS J 4 W @ 4" O.C. TRUSS CONNECTION PER -ENG TRUSSES PER PLAN2x6 2x6 SUB FASCIA PER PLAN SUB FASCIA CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION Z (2) 8d TOE NAILS z F- LEDGER PER PLAN 0 TO LEDGER W W 2x4 PT LEDGER W/ J C)_j L CY) E z 1/4" x4" TAPCONS @ 12" L 4X 2x FRAME WALL PER -tLEDGERVV/ (z) Mu O.C. NAILS @ 16" O.C. PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION a CMU WALL CONDITION FRAME WALL TYPICAL SCAB OVERHANG 3/4"=11_01f DORMER FRAMING DETAIL z 00 A,— L� EDGE DISTANCE PER P�� INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN O2x STUDS @ 16" O.C. FOR KNEE WALL _� @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT QLSTA18 ROOF SHEATHING FOR STRAP CQ CONT. ROOF SHEATHING NAIL PER PLAN <8>TO PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TOP CHORDS OF TRUSSES BELOW WHEN F- BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. 0 PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE <8> SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONV. FRAMING w/ OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF RE= 1/4"=11-011 NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 10d x 3" 10d x 3" OPP. SIDE ACE PER 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. I SCALE: AS INDICATED I I DATE: 12/08/17 1 SD3 F- 0 0 < U) 2 U_ 0 O F- 0 0 J 4 W W 0 Z z F- 0 W W Cy J C)_j L CY) E z � 06 _j Cj U) < 2 z C� 22- W > 0 1 LL co 0 CL W j= M Pr _jo�a>-a 8 0W 0WVj Ca 0 U5 W R 0 <'-� a z < 0 3� 2 W 0 Z x z w Z E OQZF-WXO < < X CL 0 F<- Hoo 0 z z CV) U_ 00 W W W 3: Z .F - W z F<- W (f) W 3: F - _r g (/) O< F- 0 Z Zwo Fn w LLJ Uj z 0 0 0 j LJJ WIW�C� a CN 1-- > Z W 0_0 J X W CO Lli �a� C �5 <LL P: Z Lij 0 5 W Lu 0 cy Mo < 90 0 U) UU) 0 i Z W _-) 0 man Z 00 = Z) F- co CL v - BLDG DESIGN: --- ..STRUCTURALENG: STRUCTURAL ENG: CNS _DRAFTING: . ..... ...... -DESIGN: ... MR QC CHECK: MRB JOB No. PSQ-2171574 I SCALE: AS INDICATED I I DATE: 12/08/17 1 SD3 TRUSS PER PLAN 2x4 #2 SYP P.T. TRUSS PER PLAN BLOCKING @ 24" O.C. W/ (2) 12d END NAILS @ EACH END DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) TRUSS PER PLAN 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 @ 24" O.C. H. H DTC CLIP, (2) 8d NAILSLAY 2x4 BLOCKING @ INTO BLOCKING, (2) 24" Q.C. OVER THE MASONRY WALL OR W Iffil 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM LINTEL SEE PLAN ,' Q° AN IN CMU. OR SIMPSON °•• CHORD. ATTACH W/ (2) META16 10d NAILS @ EACH TRUSS @ 24" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d NAILS INTO BLOCKING, NAILS, TOENAILED @ TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING (2)1 Od NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" PLATE u.i PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x12 BOX HDR w/ 2x8's + THEN (2) ROWS 10d TOP & BOT., 2x8 TO NAILS @ 8" O.C. INTO BLOCKING, (4) 8d • OTHERWISE (2) 16d TOE NAILS • WALL TO PRECAST NAILS INTO TOP PLATE LINTEL w/ (2)ROWS OF p ® ' �w',0o J 2x4 SYP #2 BLOCKING, BRACE TO LEDGER 16" O.C. MAX. T STAGGERED Cm TRANSOM BETWEEN @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d LINTEL PER PLAN i i SLOPE AS REQ'D DOUBLE TOP PLATE 2x6 #2 SYP P,T. CONT. FLOOR SYSTEM END NAILS @ EACH NAILS @ EACH WEB TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY END, 2x8 w/ (2) 1 Od NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER 01 BEYOND SEE PLAN WHEN CLOSURE WALL TO GABLE END STUDS w/ (2) 1/4" X 3%" BUILDER 10 SHEATHING DIAGRAM EXTERIOR SHEATHING. F1 EXTERIOR SHEATHING SCHEDULE Z w WALL SHEATHING PER IS 3FT OR TALLER - 2x MERITAGE Z TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) O p ATTACH PER PLAN Q PLAN SYP#2 BOTTOM x 2 3/4" TAPCONS AT 12" O.C. a W z O FROM TOP OF WALL USE (3) SCREWS/TAPCONS FOR ALL BLOCKING REQ'D @ 0 w CONDITIONS @ TILE ROOF TO BOTTOM 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS F -- 12wo SEE PLAN C14Z W Q W> 11 BAYS W/ (3) 12d UL I% W O 2x8 #2 SPF STUDS AT TOENAILS EACH END. SIMPSON H3 CLIP U 0 Q 16" O.C. STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER TO STUDS OR BEAM w/ SHEATHING PER PLAN W/ (3) 12d NAILS @ 2x8 #2 SYP PT. BASE W EACH STUD (2) 1/4" X 4%" SIMPS PLATE W/ 1/2" x 8" (4)1 Od NAILS @ EA. •; ANCHOR BOLT OR BLOCKING TO MASONRY WALL OR Q -W TITEN HD @ 32" O.C. & 0. PLATE LINTEL SEE PLAN 6" FROM EACH END TRUSS PER PLAN TRUSS PER PLAN 7j VAULTED CONDI'T'ION @ CMU = W (2)1 Od NAILS TO 1 TO GABLE END STUDS 77 BOTTOM CHORD Z L w O H car m CA) @EACH END OF w/ (2) 1/4" X 3%" SIMPS BLOCKING SDS SCREWS @ 16" 4'-0" MAX. 2x4 SYP #2 FLAT W (2)1 Od NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" 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 TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PSPN516Z W/ (12) 16d 1 • \ NAILS TYP TOP & BOT. SEE TRUSS PLAN FOR u.i MORE INFO & ------',, - '" (2) 10d NAILS @ 3" O.C. CONNECTION WITHIN 48" OF SPLICE 2x12 BOX HDR w/ 2x8's + THEN (2) ROWS 10d TOP & BOT., 2x8 TO NAILS @ 8" O.C. 2x12 w/ 10d X 3" NAILS • OTHERWISE @ 6" O.C, 2x12 AT • WALL TO PRECAST Z z LINTEL w/ (2)ROWS OF p ® ' �w',0o J 1/4" x 4" TAPCONS @ ' 16" O.C. MAX. • ` STAGGERED Cm TRANSOM BETWEEN TRUSS LINTELS LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN 2x6 #2 SYP P,T. CONT. FLOOR SYSTEM w/ (2) 1/4" x 3 1/2" • TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 1 Od NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER 01 BEYOND SEE PLAN S01 HEADER @ POCKET SLIDER w/ TRANSOM 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 TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PSPN516Z W/ (12) 16d 1 • \ NAILS TYP TOP & BOT. IIII I I II IIII u.i ATTACH 2x4 STUDS TO -- ------',, - '" (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT + THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. IIII I I II IIII • OTHERWISE 2x4 WALL BEYOND AGAINST • 2x8 STUDS ATTACHED PER Z z (WF08/SD3) p ® ' �w',0o J o ' ATTACH 2x8 STUDS TO TOP • ` PLATE W/ (4) 12d TOE NAILS TOP SPLICE @ - DOUBLE 2X4 TYPICAL AT ALL LOCATION TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/(3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD l TYPICAL TOP PLATE SPLICE @ BRG. WALL 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) 1 O NAILS 3" O.C. DETAIL FOR ALL TOP PLATE (SOLID BLOCK W/ 24) SPLICE LOCATIONS) 58, �/' Y _ TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) III IIV `-- OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 1 O NAILS TOP PLATE CORNER TRANSITION -- ® <C p ®®®®•••®®•• • 4 CL pvka- LL U 2x DBL TOP PLATE 72 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS H o „ SHEATHING PER PLAN U ' BEYOND UPLIFT RESISTANCE: NO OTHER FASTENERS O NAIL SHEATHING AT FRAME WALL BOTTOMPLATE 3/8 w �Ql REQ'D. EXCEPT AS NOTED N PLANS. AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) Q a N LL z ROW OF 8d COMMON NAILS @ 3" O.C.'A'=U �� o U) U —;__ — F — 1 — T � F w z J X NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" ,I NAIL SPACING Q o o II II II II II a=a� O.C. a C 1 177II II II o11-- O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A 1/2" O I4 a°z @3"O.C: _ — z V III III I I I I ( WALL SHEATHING C_7 4O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. — ° 0 III III II II I "I SPLICE, SEE SPLICE O w U.N.O. ON PLANS Q o�ot 6 DETAIL. MAX 1/8" A 1/2. U III OPENING III I I I I I I W w O STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d O SPACE BETWEEN w w 4 w COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING J III III II PANELS _ � _ III 3 III I I I I I ca Q PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING h - J m HEADER W1 8d NAILS @ 3" O.C. (2) ROWS @ TOP & III TYP. III II II II p BOTTOM STUD III AROUND 11 I II Il (1 2x STUDS BEYOND, �` SHEATHING SPLICE, III OPENING III II I I II SEE PLAN FOR MORE � � 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR w INFO p p VERTICAL MEMBER IF GABLE END V III -71— -- -71— it I II II I w z � SHEATHING & z IIII I I II IIII u.i BLOCKING @ 24" O.C. ° w/ (2) 16d END NAILS 00 EACH END U W H IIII I I II IIII II II II o s 0 NAILING SCHEDULE & Z z ++ + + (4) 12d NAILS EACH p ® ' �w',0o J o TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 O NAILS @ �l! �• ¢ () ', pU_ Cm 0 TRUSS Q 0 LINTELS LINTEL PER PLAN A FLOOR SYSTEM 2x6 #2 SYP P.T. CONT. U_0 "LL w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY CUT TO FIT 2x BOTTOM PLATE 1 2x6 4Y2' SIMPS. SDS SCREWS @ 16" O.C. MAX.; O OPENING SIZE 01 BEYOND SEE PLAN ATTACHMENT BY TO GABLE END STUDS w/ (2) 1/4" X 3%" BUILDER 10 SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE Z w MERITAGE SCALE: 3/4"=1'0" TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) O p Q EXTERIOR WALL/TRUSS x 2 3/4" TAPCONS AT 12" O.C. WW W z O USE (3) SCREWS/TAPCONS FOR ALL 0 J CONDITIONS @ TILE ROOF F -- 12wo SEE PLAN C14Z W Q W> 11 UL I% W O W 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP U 0 Q 0 TO STUDS OR BEAM w/ SHEATHING PER PLAN W (2) 1/4" X 4%" SIMPS co ld W Q SDS SCREWS @ 16" Z Q -W Q V 0. O.C. MAX.; CONV.FRAMED H w O = W 1 TO GABLE END STUDS MEMBERS ONLY Z L w O H car m CA) w/ (2) 1/4" X 3%" SIMPS SDS SCREWS @ 16" 4'-0" MAX. w Z W O.C. MAX.; O -') F� W Z TO MASONRY w/ 2x4 PT FASCIA PER _ _ 0 Q SYP #2 LEDGER w/ 1/4° COMMUNITY SPECS ~ m C1. �• a x 2 3/4 TAPCONS @12 BLDG DESIGN: --- O.C. USE (3) SCREWS/ 2x4 SYP #2 OR STRUCTURAL -- ENG: CNS W TAPCONS FOR ALL PRE-ENGINEERED DRAFTING: -------------- _9999...__ CONDITIONS @ TILE ROOF TRUSSES @ 24" -DESIGN: --- ROOF O.C. MAX. -STRUCT: MR DESIGNED FOR O SIMPSON H3 CLIP SHINGLE ONLY QC CHECK: MRB _ JOB No. PSQ 2171574 rSDO1 TYPICAL SHED Z J J p AS INDICATED DATE: 12/08/17 I- Q - U w U IL W IL O U- - - - - --- -- - o W a cr ci LU -- ® <C p ®®®®•••®®•• • 4 CL pvka- LL U 2x DBL TOP PLATE 72 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS H o „ SHEATHING PER PLAN U ' BEYOND UPLIFT RESISTANCE: NO OTHER FASTENERS O NAIL SHEATHING AT FRAME WALL BOTTOMPLATE 3/8 w �Ql REQ'D. EXCEPT AS NOTED N PLANS. AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) Q a N LL z ROW OF 8d COMMON NAILS @ 3" O.C.'A'=U �� o U) U —;__ — F — 1 — T � F w z J X NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" ,I NAIL SPACING Q o o II II II II II a=a� O.C. a C 1 177II II II o11-- O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A 1/2" O I4 a°z @3"O.C: _ — z V III III I I I I ( WALL SHEATHING C_7 4O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. — ° 0 III III II II I "I SPLICE, SEE SPLICE O w U.N.O. ON PLANS Q o�ot 6 DETAIL. MAX 1/8" A 1/2. U III OPENING III I I I I I I W w O STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d O SPACE BETWEEN w w 4 w COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING J III III II PANELS _ � _ III 3 III I I I I I ca Q PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING h - J m HEADER W1 8d NAILS @ 3" O.C. (2) ROWS @ TOP & III TYP. III II II II p BOTTOM STUD III AROUND 11 I II Il (1 2x STUDS BEYOND, �` SHEATHING SPLICE, III OPENING III II I I II SEE PLAN FOR MORE � � 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR w INFO p p VERTICAL MEMBER IF GABLE END V III -71— -- -71— it I II II I w z � SHEATHING & z IIII I I II IIII u.i BLOCKING @ 24" O.C. ° w/ (2) 16d END NAILS 00 EACH END U W 0069•••®®••• IIII I I II IIII II II II o s 0 NAILING SCHEDULE & Z z ++ + + (4) 12d NAILS EACH p ® ' �w',0o J o TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 O NAILS @ �l! �• ¢ () ', pU_ Cm 0 TRUSS --------0 �p LINTELS LINTEL PER PLAN A -- ® <C p ®®®®•••®®•• • 4 CL pvka- LL U 2x DBL TOP PLATE 72 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS H o „ SHEATHING PER PLAN U ' BEYOND UPLIFT RESISTANCE: NO OTHER FASTENERS O NAIL SHEATHING AT FRAME WALL BOTTOMPLATE 3/8 w �Ql REQ'D. EXCEPT AS NOTED N PLANS. AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) Q a N LL z ROW OF 8d COMMON NAILS @ 3" O.C.'A'=U �� o U) U —;__ — F — 1 — T � F w z J X NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" ,I NAIL SPACING Q o o II II II II II a=a� O.C. a C 1 177II II II o11-- O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A 1/2" O I4 a°z @3"O.C: _ — z V III III I I I I ( WALL SHEATHING C_7 4O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. — ° 0 III III II II I "I SPLICE, SEE SPLICE O w U.N.O. ON PLANS Q o�ot 6 DETAIL. MAX 1/8" A 1/2. U III OPENING III I I I I I I W w O STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d O SPACE BETWEEN w w 4 w COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING J III III II PANELS _ � _ III 3 III I I I I I ca Q PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING h - J m HEADER W1 8d NAILS @ 3" O.C. (2) ROWS @ TOP & III TYP. III II II II p BOTTOM STUD III AROUND 11 I II Il (1 2x STUDS BEYOND, �` SHEATHING SPLICE, III OPENING III II I I II SEE PLAN FOR MORE � � 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR w INFO p p VERTICAL MEMBER IF GABLE END V III -71— -- -71— it I II II I w z � SHEATHING & z 1/2"=1'-01' % 1/2"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & Di 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d. END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL % 112"=1'-0" =SIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these 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 HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED SEE TRUSS PLAN FOR MORE INFO & CONNECTION LINTEL PER PL POCKET SGD -- ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER BLOCKING GYPSUM WALLBOARD Q IIII I I II IIII II II II BLOCKING @ 24" O.C. ° w/ (2) 16d END NAILS CONNECTION EACH END 4 W J IIII I I II IIII II II II o s 0 NAILING SCHEDULE & + ++ + + (4) 12d NAILS EACH 2x4 #2 SYP P.T. @ EA. o TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 O NAILS @ INTO TRUSS & (3) 12d pU_ Cm 0 TRUSS --------0 �p LINTELS LINTEL PER PLAN A FLOOR SYSTEM 2x6 #2 SYP P.T. CONT. U_0 "LL w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY CUT TO FIT 2x BOTTOM PLATE 1 2x6 4Y2' SIMPS. SDS SCREWS @ 16" O.C. MAX.; 2x8 w/ (2) 1 Od NAILS @ OPENING SIZE 01 BEYOND SEE PLAN ATTACHMENT BY TO GABLE END STUDS w/ (2) 1/4" X 3%" BUILDER 10 SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE Z w MERITAGE SCALE: 3/4"=1'0" TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/2"=1'-01' % 1/2"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & Di 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d. END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL % 112"=1'-0" =SIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these 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 HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED SEE TRUSS PLAN FOR MORE INFO & CONNECTION LINTEL PER PL POCKET SGD -- ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER BLOCKING GYPSUM WALLBOARD Q 2x4 #2 SPF SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO & w/ (2) 16d END NAILS CONNECTION EACH END (A W r 2x8 #2 SPF VERTICAL ri J @ 24" O.C. w/ EXT. SCHEDULE z SHEATHING PER °6 O ti Z C-4 °) NAILING SCHEDULE & + ++ + + (4) 12d NAILS EACH 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 O NAILS @ INTO TRUSS & (3) 12d EACH VERTICAL TOENAILS INTO OTHER 0 TRUSS — TRANSOM BETWEEN LINTELS LINTEL PER PLAN 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 2x6 4Y2' SIMPS. SDS SCREWS @ 16" O.C. MAX.; 2x8 w/ (2) 1 Od NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY TO GABLE END STUDS w/ (2) 1/4" X 3%" BUILDER SO2 HEADER @ POCKET SLIDER w/ TRANSOM 1/2"=1'-01' % 1/2"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & Di 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d. END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL % 112"=1'-0" =SIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these 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 HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED SEE TRUSS PLAN FOR MORE INFO & CONNECTION LINTEL PER PL POCKET SGD -- ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER BLOCKING GYPSUM WALLBOARD Q z J W JOINT, MAX. 1/8" GAP rn (A W r NAILING PER Q J H SCHEDULE z �••— °6 O ti Z C-4 °) 2x4 BLOCKING PLACED W FLATWISE (2) 16d Z Q Z w0 _j H c W UQm .z. J o NAILS EACH END CL W O N o �- 8 DOO SHEATHING SPLICE DETAIL O 0 r) ¢ p O< w o z©=�wz E 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 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL 1/2"=1'-01' documents without the expressed, written consent of MONTA CONSULTING & DE o Od�wY= J � < CL 0 ZzLLo --SIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited SD4 J W � O H ~ Z W z W �✓ 2 F- = 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X U)'S 4Y2' SIMPS. SDS SCREWS @ 16" O.C. MAX.; © Q no TO GABLE END STUDS w/ (2) 1/4" X 3%" SIMPS. SDS SCREWS @ 16" O.C. MAX.; Z w M TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) O p Q EXTERIOR WALL/TRUSS x 2 3/4" TAPCONS AT 12" O.C. WW z O USE (3) SCREWS/TAPCONS FOR ALL 0 J CONDITIONS @ TILE ROOF 12wo SEE PLAN C14Z W Q W> 11 I% W O W 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP U 0 Q J W TO STUDS OR BEAM w/ SHEATHING PER PLAN W (2) 1/4" X 4%" SIMPS co ld W Q SDS SCREWS @ 16" (4) 10d NAILS FOR Q -W Q V 0. O.C. MAX.; CONV.FRAMED H w = W 1 TO GABLE END STUDS MEMBERS ONLY Z L w O H car m Q w/ (2) 1/4" X 3%" SIMPS SDS SCREWS @ 16" 4'-0" MAX. w Z W O.C. MAX.; W 0 -') F� W Z TO MASONRY w/ 2x4 PT FASCIA PER _ _ 0 Q SYP #2 LEDGER w/ 1/4° COMMUNITY SPECS ~ m C1. �• "'� x 2 3/4 TAPCONS @12 BLDG DESIGN: --- O.C. USE (3) SCREWS/ 2x4 SYP #2 OR STRUCTURAL -- ENG: CNS TAPCONS FOR ALL PRE-ENGINEERED DRAFTING: -------------- _9999...__ CONDITIONS @ TILE ROOF TRUSSES @ 24" -DESIGN: --- ROOF O.C. MAX. -STRUCT: MR DESIGNED FOR SIMPSON H3 CLIP SHINGLE ONLY QC CHECK: MRB _ JOB No. PSQ 2171574 rSDO1 TYPICAL SHED ROOF DETAIL SCALE: AS INDICATED DATE: 12/08/17 --SIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL –� PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN ..a LINTEL AS PER PLAN WD. HD. HT. ' SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS -7—r* EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. 0'-0" . r .- 50 DBL. TOP PLATE HDR. PER PLAN - MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. - INT. FINISH PER PLAN - 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. - 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE - FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONI FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO 3/4"=1'-0" PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER MSTC40 POST ABV. TO POST BELOW U.N.O. PROVIDE SOLID BLOCKING WITHIN FLR. SYSTEM TO MATCH COL. DIMENSION REFER TO PLAN FOR BUILT-UP COLUMN INFO, BEARING WALL PER PLAN BEYOND COLUMNS MID -HEIGHT BLOCKING PER BEARING WALL SCHEDULE COLUMN BASE CONNECTION PER PLAN REFER TO FOUNDATION PLAN FOR FTG. NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 SEE FOUNDATION / DETAILS FOR FTG INFO SO TYPICAL TWO STORY SECTION SCHEDULE 3/4"=1'-0" 2x STUDS , SEE TO POST (U.N.O. ON 3/4" FLOOR SHEATHING SHEATHING PER ATTACHED PER DETAIL WF10/SD4 NAILING SCHEDULE FRAMING PLAN) & E' W THE STRUCTURAL SHEATHING IS NOT CONT, FROM TOP OF WALL TO 2x STUDS ,SEE 2x4 #2 SYP BLOCKING ALL THREAD w/7" MIN. O FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d NAILS ` (2) SIMPSON LSTA18 — SPACING AND GRADE TOENAILS EACH END W U -� co r - J AND SEE ARCH PLAN FLOOR TRUSS PER LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO PLAN TO VERIFY SIZE 2x4 #2 SYP ANGLE BLOCKING BELOW SEE DETAIL WS11 FOR 2x BOTTOM PLATE W/ AGAINST TRUSS FLOOR TRUSS MASONRY WALL SEE (2) 12d @ 12" O.C. VERTICAL @ 48" O.C. S0 TYPICAL GIRDER COL. CONNECTION (3) 2x STUD PACK SIMPSON SP4 w/ (6) 1 O W/ (3) 12d NAILS EACH EXT. SHEATHING ATTACH PER NAILING PRE -ENG FLOOR END FLUSH W/ FACE OF SCHEDULE SIMPSON LSTA30 yFFT SP6 @ 2x6 STUDS & TRUSS OR FIELD MASONRY ATTACHED ATTACH 2x STUDS W/ - STRAP (MAX 10° SP8 @ 2x8 STUDS) =)U)0WS„a U) R 0 ¢ .. FRAME 2x4 KNEE (2) 16d NAILS @ 6" O.C. ANGLE) W/ (22) 1 O Ca SCHEDULE; PROVIDE WALL, STUDS @ 16" SYS. 42 FLOOR O Q 1/8" GAP BETWEEN z O.C. W/ (2) 16d NAILS @ TRUSSES @ 24" O.C. SHEATHING AND ° 3", THEN RUN DOWN EACH END SEE (MAX) NOTE: IF WOOD WALL OR BEAM BELOW USE FACE OF JAMB STUDS/ HEADER - SEE 2ND O p CONNECTOR 1/2" GYP. CLG BD OR CANTILEVER SCHEDULE FOR (2) 5/8" TYPE "X" WHEN ° AT WOOD FRAME CONNECTION IN GARAGE 0 (1) ROWS 8d NAILS @ MASONRY WALL PER Uj 3" O.C. WALL PLAN THAN 4' BUT LESS SHEATHING TO NOTE: ALL FLOOR T MASONRY OR FRAME BOTTOM PLATE TRUSSES TO BE P.T. IF ., 1/8" GAP BETWEEN NO MOISTURE BARRIER (FELT PAPER SHEATHING & CMU BARRIER (FELT PAPER OR SIM) IS PROVIDED 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED p Z KNEEWALL S1 TWO STORY PARALLEL FLOOR CONNECTION 3/4"=1'-0" PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER MSTC40 POST ABV. TO POST BELOW U.N.O. PROVIDE SOLID BLOCKING WITHIN FLR. SYSTEM TO MATCH COL. DIMENSION REFER TO PLAN FOR BUILT-UP COLUMN INFO, BEARING WALL PER PLAN BEYOND COLUMNS MID -HEIGHT BLOCKING PER BEARING WALL SCHEDULE COLUMN BASE CONNECTION PER PLAN REFER TO FOUNDATION PLAN FOR FTG. NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 NOTE: ATTACHED PER w/(18) 16d x 22" NAILS ATTACH 2x STUDS W/ - SCHEDULE STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY 2x STUDS , SEE TO POST (U.N.O. ON Al(2) 16d NAILS @ 6" O.C. SOLID BETWEEN REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN , STRAPS CENTERED @ R. FRAMING PLAN) & E' W THE STRUCTURAL SHEATHING IS NOT CONT, FROM TOP OF WALL TO AND SEE ARCH PLAN FLOOR w/ (14) 10d ALL THREAD w/7" MIN. O BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW EMBEDMENT INTO TIE NAILS ` (2) SIMPSON LSTA18 — BEAM USING SIMP. SET (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE W U -� co r - J EPDXY \ FLOOR TRUSS PER LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO PLAN PROVIDE SOLID FLOOR W/ (14) 10d BLOCKING BELOW SEE DETAIL WS11 FOR COL. EVEN WITHIN MORE INFO FLOOR TRUSS MASONRY WALL SEE HEADER PLAN FOR MORE INFO S0 TYPICAL GIRDER COL. CONNECTION INFORMATION 2x 2ND FLOOR STUDS SEE PLAN FOR MORE A A SO TYPICAL TWO STORY COL. @ GIRDER SEE FLOOR FRAMING PLAN FOR FLOOR 3/4"=1'-0" SYSTEM INFO. 3/4"=1'-0" TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE (1) SIMPSON LSTA30 ' STRAP W/ (11) 10d TO FLOOR TRUSS SEE STUDS ABOVE PLATE FRAMING PLAN FOR U.N.O. CONNECTION INFO.. FLOOR GIRDER OR BEAM; SEE PLAN TYPICAL GIRDER COL. @ HIGH BEAM (2) SIMPSON LSTA18 STRAPS CENTERED C FLOOR W/ (14) 1 O NAILS HEADER FLOOR PLAN FOR MIN. PLAN SYSTEM IS 18" TO 36" 0 HEADER SIZE & REQ'D SINKERS AND (14) %4'X2 JAMB STUDS EXTERIOR SHEATHINGALL FROM TOP OF WALL SO 2nd FLOOR CORNER FRAMING ATTACHMENT TO BOT. RIBBON, NAIL PER PLAN (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACKw/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL w/ (2) 1 O TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMPSON LSTA30 w/ — (11) 1 O TO STUDS ABOVE PLATE U.N.O. IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 1 O TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 1 Od TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) �-- SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM A�S�oHEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON 1/8" GAP BETWEEN SHEATHING & CMU SEE CONNECTION SCHEDULE 6s__,, TWO STORY PERP. FLOOR CONNECTION 3/411=11-011 3/4"=1'-0" (3) 2x STUDS " "''— �- - (4) 2x STUDS STANDARD CORNER A -A 3/4" FLOOR SHEATHING NOTE: ATTACHED PER ATTACH PER NAILING ATTACH 2x STUDS W/ - SCHEDULE STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY 2x STUDS , SEE (2) SIMPSON LSTA18 Al(2) 16d NAILS @ 6" O.C. SOLID BETWEEN REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN , STRAPS CENTERED @ R. RIBBONS w/ SIMPSON W THE STRUCTURAL SHEATHING IS NOT CONT, FROM TOP OF WALL TO AND SEE ARCH PLAN FLOOR w/ (14) 10d O BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW 2x BLOCKING FOR NAILS ` (2) SIMPSON LSTA18 — HEADER (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE W U -� co r - J STRAPS CENTERED @ ATTACHMENT w/ (2) 12d LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO z (2) SIMPSON HETA16/20 FLOOR W/ (14) 10d TRANSFER LATERAL LOADS 2x SYP #2 RIBBON (MIN FLOOR TRUSS TO MASONRY WALL NAILS SOLID SHEXATHING @ HEADER CMU WALL BELOW PER DETAIL INCDICATED L (3) 2x STUD PACK SIMPSON SP4 w/ (6) 1 O Z ' O > co INDICATED EXT. SHEATHING ATTACH PER NAILING F�<<S x1-1/2" @ 24" O.C. (USE u� 00- FLUSH W/ FACE OF SCHEDULE SIMPSON LSTA30 yFFT SP6 @ 2x6 STUDS & SD6 IS INDICATED, BASE STRAPS ARE REQ'D OF MASONRY ATTACHED ATTACH 2x STUDS W/ - STRAP (MAX 10° SP8 @ 2x8 STUDS) =)U)0WS„a U) R 0 ¢ .. PER NAILING (2) 16d NAILS @ 6" O.C. ANGLE) W/ (22) 1 O Ca SCHEDULE; PROVIDE Z o I Z w z NAILS. BEND STRAP (2) 2x SPF TOP PLATE O Q 1/8" GAP BETWEEN z OVER TOP PLATE MIN. U.N.O. ON PLAN Ozl-w�40 SHEATHING AND ° 3", THEN RUN DOWN 3" O.C. TYP. WALL MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE FACE OF JAMB STUDS/ HEADER - SEE 2ND O p MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR HEADER FLOOR PLAN FOR MIN. PLAN SYSTEM IS 18" TO 36" 0 HEADER SIZE & REQ'D SINKERS AND (14) %4'X2 JAMB STUDS EXTERIOR SHEATHINGALL FROM TOP OF WALL SO 2nd FLOOR CORNER FRAMING ATTACHMENT TO BOT. RIBBON, NAIL PER PLAN (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACKw/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL w/ (2) 1 O TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMPSON LSTA30 w/ — (11) 1 O TO STUDS ABOVE PLATE U.N.O. IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 1 O TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 1 Od TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) �-- SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM A�S�oHEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON 1/8" GAP BETWEEN SHEATHING & CMU SEE CONNECTION SCHEDULE 6s__,, TWO STORY PERP. FLOOR CONNECTION 3/411=11-011 3/4"=1'-0" (3) 2x STUDS " "''— �- - (4) 2x STUDS STANDARD CORNER A -A 3/4" FLOOR SHEATHING SHEATHING PER PLAN ATTACHED PER ATTACH PER NAILING NAILING SCHEDULE SCHEDULE UNDER WINDOWS AND 2x STUDS , SEE GIRDERS: BLOCK FRAMING PLAN FOR SOLID BETWEEN O Oo , SPACING AND GRADE RIBBONS w/ SIMPSON W � AND SEE ARCH PLAN A35 EA. END O TO VERIFY SIZE 2x BLOCKING FOR HEADER SHEATHING/ DRYWALL W U -� co r - J 2x BOTTOM PLATE W/ ATTACHMENT w/ (2) 12d FOR FLOOR z (2) 12d @ 12" O.C. TOENAILS EA. END FRAMING PLAN, 2nd FLR STUDS TO BEAR ONU 2x SYP #2 RIBBON (MIN E z - N v C'7 w 0 M .- PER PLAN CMU WALL BELOW PER DETAIL INCDICATED 2x4) TO TRUSS w/ (4) W (2) 2x SILL AT WINDOW Z ' O > co INDICATED N BASE STRAP ON FLOOR FRAMING. REQ'D ON EITHER SIDE OF WALL. IF WF02/ 16d NAILS; BOTTOM u� 00- I•••• ' r r �U �. m .-. AT EA. END NAILED TO SD6 IS INDICATED, BASE STRAPS ARE REQ'D OF RIBBON TO BE PT IF STUD PACK w/ I Od =)U)0WS„a U) R 0 ¢ .. C ON BOTH SIDES THE WALL BRG DIRECTLY ON. Ca Z o I Z w z STUDS @ 16" O.C. O Q CMU z ATTACH SILL w/ (2) 10d Ozl-w�40 (2) ROWS 8d NAILS @ ° TOE NAILS AT EA. END 3" O.C. TYP. WALL v < a W � a SHEATHING TO EA. O p SEE PLAN FOR RIBBON SIMPSON HETA16 AT CANTILEVER MASONRY OR MTS12 CONTINUOUS FROM AT WOOD FRAME CLIP AT EA. END FOR NOTE: ALL FLOOR 0 WALL OPENINGS GREATER Uj O THAN 4' BUT LESS TRUSSES TO BE P.T. IF BOTTOM PLATE. MASONRY OR FRAME THAN 6' NO MOISTURE ., WALL PER PLAN BEARING WALL PER BARRIER (FELT PAPER W OR SIM) IS PROVIDED Ws_,*' CANTILEVERED FLOOR TRUSS CONNECTION PLAN p Z 3/4"=1'-0" NOTE: STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS i--- SOLID SHEATHING 0 SIMP. ATT4._T- 0. �♦. �'1 TO -• • • oil Rs FRAMING PLAN) I- ,� ALL THREAD w/7" MIN.►Wr •SIMP. I EMBEDMENT BEAM USING EPDXY O i HEADER a SIMPSON SP4 w/ (6) 1 O x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & W U SP8 @ 2x8 STUDS)a W (2) 2x SPF TOP PLATE 0 _- -- --- ___.. _ ---------- -----. U.N.O. ON PLAN p W HEADER - SEE 2ND Q W FLOOR PLAN FOR MIN. �s HEADER SIZE & REQ'D JAMB STUDS � ��rp�rllYlll�l®�� LLI E IT _ y •®®®®s®®® A- p 00 IF HEADER IS UPSET °•o°®Ie�� Y o AND WINDOW IS p Z LOWER: (1) 2x SILL cA ® p%�- ¢ U Co PLATE w/ (2) 10d TOENAILS. EXT.®Sj v, : � , uu p o®® HEADER OPENINGS '� d, Z -;L J LESS THAN 4FT:(1) 2x O j ® '•°®•000®•'®® `� O SILL PLATE w/ (2) 1 O a /oj®®®* oIPRO ®� LL TOENAILS. OPENING L LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 U U o CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 1 Od TOENAILS T&B (PLYWOOD p SHEATHING REQ'D < o z o T&B) LL SEPARATE SHEATHING O o , UNDER WINDOW 0 U z ''„ o��s�o 0 O Z t( m LU F– 2x TOP & BOT. RIBBONS, CONT. 'S W NOTE: ALL FLOOR ~ \ F�C<stiF�T SIMPSON LSTA30 LL z � M STRAP (MAX 10° z ANGLE) W/ (22) 10d NAILS. BEND STRAP O Oo , OVER TOP PLATE MIN. W W � 3", THEN RUN DOWN BARRIER (FELT PAPER OR SIM) IS PROVIDED O FACE OF JAMB STUDS/ U ti W � P H HEADER U Q W U -� co r - J EXTERIOR SHEATHING IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR z FROM TOP OF WALL 06 0 65 v m FRAMING PLAN, 2nd FLR STUDS TO BEAR ONU TO BOT. RIBBON, NAIL E z - N v C'7 w 0 M .- PER PLAN CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING W (2) 2x SILL AT WINDOW Z ' O > co INDICATED N BASE STRAP ON FLOOR FRAMING. REQ'D ON EITHER SIDE OF WALL. IF WF02/ w/ 2x CRIPPLE STUDS u� 00- I•••• ' r r �U �. m .-. AT EA. END NAILED TO SD6 IS INDICATED, BASE STRAPS ARE REQ'D OF MASONRY WALL SEE STUD PACK w/ I Od =)U)0WS„a U) R 0 ¢ .. C ON BOTH SIDES THE WALL NAILS @ 8" O.C. THEN Ca Z o I Z w z STUDS @ 16" O.C. O Q z ATTACH SILL w/ (2) 10d Ozl-w�40 ATTACH PER NAILING SO HEADER CONNECTION @ 2nd FLOOR TOE NAILS AT EA. END J v < a W � a OF SILL (MAX OPEN'G O p Q WIDTH 4'-0"). USE A35 CONTINUOUS FROM cn Uj CLIP AT EA. END FOR Z 0 OPENINGS GREATER Uj O THAN 4' BUT LESS BOTTOM PLATE. I. THAN 6' ., SIMP. ATT4._T- 0. �♦. �'1 TO -• • • oil Rs FRAMING PLAN) I- ,� ALL THREAD w/7" MIN.►Wr •SIMP. I EMBEDMENT BEAM USING EPDXY O i HEADER a SIMPSON SP4 w/ (6) 1 O x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & W U SP8 @ 2x8 STUDS)a W (2) 2x SPF TOP PLATE 0 _- -- --- ___.. _ ---------- -----. U.N.O. ON PLAN p W HEADER - SEE 2ND Q W FLOOR PLAN FOR MIN. �s HEADER SIZE & REQ'D JAMB STUDS � ��rp�rllYlll�l®�� LLI E IT _ y •®®®®s®®® A- p 00 IF HEADER IS UPSET °•o°®Ie�� Y o AND WINDOW IS p Z LOWER: (1) 2x SILL cA ® p%�- ¢ U Co PLATE w/ (2) 10d TOENAILS. EXT.®Sj v, : � , uu p o®® HEADER OPENINGS '� d, Z -;L J LESS THAN 4FT:(1) 2x O j ® '•°®•000®•'®® `� O SILL PLATE w/ (2) 1 O a /oj®®®* oIPRO ®� LL TOENAILS. OPENING L LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 U U o CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 1 Od TOENAILS T&B (PLYWOOD p SHEATHING REQ'D < o z o T&B) LL SEPARATE SHEATHING O o , UNDER WINDOW 0 U z ''„ o��s�o 0 O Z t( m LU F– 2x TOP & BOT. RIBBONS, CONT. 'S W NOTE: ALL FLOOR ~ \ Q LL z � M TRUSSES TO BE P.T. IF z Q Z O Oo NO MOISTURE W W � BARRIER (FELT PAPER OR SIM) IS PROVIDED O ♦^ V J U ti W � P H SEE FRAMING PLAN U Q W U -� co r - J E IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR z F– 06 0 65 v m FRAMING PLAN, 2nd FLR STUDS TO BEAR ONU CONNECTION E z - N v C'7 w 0 M .- c ._ CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING W W Z ' O > co INDICATED N BASE STRAP ON FLOOR FRAMING. REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS u� 00- I•••• ' r r �U �. m .-. c SD6 IS INDICATED, BASE STRAPS ARE REQ'D OF MASONRY WALL SEE LLd =)U)0WS„a U) R 0 ¢ .. C ON BOTH SIDES THE WALL PLAN FOR MORE INFO Ca Z o I Z w z E O Q z Ozl-w�40 ATTACH PER NAILING SO HEADER CONNECTION @ 2nd FLOOR Q J v < a W � a GIRDER TRUS PLAN (2)2x4 SYP#2 BLOCKING BE' EA. TRUSS. Al EACH END TO USING (4)16d TOE -NAILS SEE TRUSS U FOR HANGER 3/4"=1'-0" Q LL z � M z O Oo W W ~ Z F_ 0 F- W z F– ... ... W W V U) SHEATHING PER PLAN O Q ATTACH PER NAILING Uj z Z M SCHEDULE, O p Q CONTINUOUS FROM cn Uj Z 0 TOP OF TOP PLATE TO Uj O J BOTTOM PLATE. I. ., BEARING WALL PER Uj a W � PLAN p Z (e BOTTOM PLATE. 0 0 = J ATTACH TO EACH p WW TRUSS/BLOCKING F j w Uj a BELOW USING -�"x5" Q � Q SDS SCREWS @ 6" O.C. I- w = LU 0 o H CY o0 < WZW��"0 o 0 c>D Z F- CO IL V- — BLDG DESIGN: --- STRUCTURALENG: CNS DRAFTING: -DESIGN: --- -STRUCT: MR �— TRUSS PER PLAN -- QC CHECK: MRB JOB No. PSQ-2171574 FLOOR TRUSS TO GIRDER CONNECTION SCALE: As INDICATED I I I I 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. DATE: 12/08/17 SD5 (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS "�-- -""OTHERS LEDGER AT GIRDER ALIGN 2ND FLOC STUDS w/ 1ST F STUDS 2x BEARING WAL PLAN (2) 2x SPF#2 BASE PLATE. ATTACH 1 W/ (2) 16d NAILS ( TRUSS, THEN AT' 2ND PLY W/ (2) 1( @ 12" O.C. SIMPSON CS18 P WF16/SD6 (2) 2x TOP PLATE SEE PLAN FOR BEARING WALL REQUIREMENTS SECTION @ 2 -STORY BRG. PLAN 3 PLAN 1-1/2"=1'-0" EXT. SHEATHING FROM TOP OF WALL TO DBL BOTTOM PLATE. IF SHEATHING IS NOT CONT. ADD BLOCKING @ SHEATHING SPLICE W/ (3) 10d TOENAILS EA. END. SIMPS, SP4 @ TOP REQ'D ROOF SHEATHING ATTACH PER NAILING SCHEDULE 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS LOW ROOF TRUSS W/ 16" TALL RAISED HEEL BOTTOM CHORD EXTENSION ATTACH TRUSS TO BEARING WALL USING SIMPSON H10A U.N.O. 3/4"=1'-0" EXTERIOR SHEATHI"" LEDGER 0- OPEN TO BELOW 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 3/4"=1'-0" EXT. SHEATHING ATTACH PER NAILING SCHEDULE SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL M FROM TOP OF WALL BLOCKING (U.N.O.) TO BOTTOM OF SILL PLATE W/ 1/2" J -BOLT s� ` Uj - o�vJ� N.1- Q••s Z PLATE ATTACH PER ARCHS MSTAM24 EA, SIDE OF NAILING SCHEDULE W/ MIN, 7" EMBED. @ 6" EA. STUD TO WALL ROOF SHEATHING - IMPSON H2.5 EA. I ATTACH PER NAILING NAILS AND (5) 1/4"x2 RUSS ATTACH PER NAILING SCHEDULE 32" O.C. MAX W/ STRAP;CENTER I ° r IPRE-ENGINEERED — WASHER. ALTERNATE MASONRY WALL AND ° PLATE w/ 1/2" J -BOLT FRAME WALL TRUSS PER PLAN CONNECTION: USE 1/2" I . 2x6 #2 SYP CONT. I IF SHEATHING IS NOT ALL THREAD ROD W/ 7" a' EMBED. @ 32" O.C. & 3" INSTEAD OF INDICATED LEDGER W/ (2) %4'x3-1/2" MIN. EMBED USING EXTERIOR FLAT STRAP. I SIMPSON LUS26. USE LEDGER INTO SDS WOOD SCREWS @ SIMPSON SET -XP SHEATHING TO IS STILL REQUIRED AT TRUSS I BOTTOM ARE REQ'D 16" O.C. MAX. & 3" PLATE 1 1/4" (MIN.) SEEARCHS FOR 2x8 SYP #2 LEDGER W/ FROM EA. END - USE !,4 : LCESS a. (3) SCREWS FOR 24" SIMPSON LUS26. USE LEDGER INTO MASONRY WALL PER O.C. LUS26-2 FOR 2PLY F1 SECTION @ OPEN TO ABOVE MSS. VERIFY W/ 111,� I TRUSS ARCHS SS SHOP 2x BLOCKING W/ (2) 12d SP2 @ TOP & SP1 @ BASE. (2) 2x HEADER (DRAWINGS TOENAILS EACH END LSTA18 OR MTS 12 MAY BE 2x8 SYP #2 LEDGER W Z MIN. (4) 16d NAILS TO o U EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 12d NAILS @ 12" O.C. ATTACH PER NAILING 16d NAILS) LEDGER 0- OPEN TO BELOW 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 3/4"=1'-0" EXT. SHEATHING ATTACH PER NAILING SCHEDULE SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL M EXTERIOR SHEATHING -----� BLOCKING (U.N.O.) FROM TOP OF WALL PLATE W/ 1/2" J -BOLT s� ` Uj - o�vJ� N.1- Q••s Z TO BOTTOM OF SILL ARCHS MSTAM24 EA, SIDE OF PLATE ATTACH PER W/ MIN, 7" EMBED. @ 6" EA. STUD TO WALL BELOW W/ (9) 10d ROOF SHEATHING -- —� FROM EACH END & @ NAILS AND (5) 1/4"x2 I ATTACH PER NAILING ATTACH PER NAILING 3/4" TAPCONS PER 32" O.C. MAX W/ STRAP;CENTER I ° r STRAP BETWEEN I PRE-ENGINEERED WASHER. ALTERNATE MASONRY WALL AND ° PLATE w/ 1/2" J -BOLT FRAME WALL TRUSS PER PLAN CONNECTION: USE 1/2" CONTRACTOR MAY USE BOLT (J -BOLT SIMPSON HTT4 AT IF SHEATHING IS NOT ALL THREAD ROD W/ 7" a' EMBED. @ 32" O.C. & 3" INSTEAD OF INDICATED CONTINUOUS TO BASE MIN. EMBED USING EXTERIOR FLAT STRAP. I SIMPSON LUS26. USE LEDGER INTO PLATE, SP8 TOP AND SIMPSON SET -XP SHEATHING TO IS STILL REQUIRED AT TRUSS I BOTTOM ARE REQ'D EPDXY @ 6" FROM PLATE 1 1/4" (MIN.) SEEARCHS FOR 2x8 SYP #2 LEDGER W/ EACH END & @ 32" O.C. !,4 : MIN. (4) 16d NAILS TO a. C.M.U. WALL PER PLAN MAX W/ WASHER a. . a MASONRY WALL PER T..`USE O)16 NIS) ` F1 SECTION @ OPEN TO ABOVE 111,� 111=11-011 ARCHS 2x BRG WALL W/ SIMPSON 2x BLOCKING W/ (2) 12d SP2 @ TOP & SP1 @ BASE. (2) 2x HEADER TOENAILS EACH END LSTA18 OR MTS 12 MAY BE Z USED @ BASE o U 2x BASE PLATE W/ (2) EXTERIOR SHEATHING �+� 12d NAILS @ 12" O.C. ATTACH PER NAILING B 3/4" FLOOR SHEATHING SCHEDULE • SEE FLOOR PLAN ATTACHED PER �t p J � cc fz- 2 W Ww 8 Z NAILING SCHEDULE (2) 2x4 #2 SYP 0 O Q_ BLOCKING w/ SIMPSON �WYO d = a O J h�00 HUC24-2 EACH END, Z � M � z USE (4) 10d & (2) 10d Quo 0 0 UNDER • SEE PLANNAILS. WINDOW JAMBS USE F— (2) 2x6 w! HUC26-2. FLOOR TRUSS PER r^ �-- V, PLAN LOW ROOF TRUSS SEE MASONRY (SHOWN) TRUSS PLAN FOR OR WOOD WALL PER CONNECTIONS 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/ %" J -BOLT OR EPDXY ANCHOR (J -BOLT PREFERED) @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN 2x8's MIN. SPF #2 @ 16" O.C. MAX W MID POINT M EXTERIOR SHEATHING -----� BLOCKING (U.N.O.) FROM TOP OF WALL EXT. FINISH PER s� ` Uj - o�vJ� N.1- Q••s Z TO BOTTOM OF SILL ARCHS MSTAM24 EA, SIDE OF PLATE ATTACH PER ` EA. STUD TO WALL BELOW W/ (9) 10d ROOF SHEATHING -- —� SHEATHING PER PLAN NAILS AND (5) 1/4"x2 I ATTACH PER NAILING ATTACH PER NAILING 3/4" TAPCONS PER ° SCHEDULE STRAP;CENTER I ° r STRAP BETWEEN I PRE-ENGINEERED ° ° ° 2x8 #2 SYP P.T. SILL MASONRY WALL AND ° PLATE w/ 1/2" J -BOLT FRAME WALL TRUSS PER PLAN ° OR EPDXY ANCHOR CONTRACTOR MAY USE BOLT (J -BOLT SIMPSON HTT4 AT PREFERED) W/ MIN. 7" WINDOW JAMB STUDS 2x6 #2 SYP CONT. EMBED. @ 32" O.C. & 3" INSTEAD OF INDICATED O FROM EA.END EXTERIOR FLAT STRAP. I SIMPSON LUS26. USE LEDGER INTO INTERIOR FLAT STRAP LUS26-2 FOR 2PLY SHEATHING TO IS STILL REQUIRED AT TRUSS I OVERLAP BOTTOM JAMB STUD CONDITION PLATE 1 1/4" (MIN.) SEEARCHS FOR 2x8 SYP #2 LEDGER W/ ''-- 1x PT NAILER AS REQ'D FURRING AND MIN. (4) 16d NAILS TO a. INTERIOR FINISH EA, TRUSS, 24" O.C. ° Q CONT. #5 IN TIE BEAM MASONRY WALL PER T..`USE O)16 NIS) ` PLAN EXT. FINISH PER F- ARCHS FO WALL SPLICE DETAILS 12 ZZI PER PLAN (2) 2x TOP PLATE (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS 1-1/2"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. PER ELEV. 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOPn1Z SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d PLAN T WALL TO 2nd STORY WALL NAILS @ EA. END. BOTTOM OF TRUSS/ BOTTOM PLATE BLOCK ADJACENT fiS1 SECTION @ RAISED HEEL TRUSS GIRDER SEE PLAN FOR ATTACH PER NAILING BAYS @ EA. DIAG. AS 1/2"=1'-0" WINDOW ATTACHMENT SCHEDULE SHOWN. FASTEN ROOF INFO. IF WALL WINDOW SEE PLAN SHEATHING ISN'T CONT. 2x4 NAILER W/ (2) SHEATHING TO 2x BRG WALL W/ SIMPSON SP2 @ TOP FOR LOCATION LSTAI8 STRAPS ARE 10d NAILS @ 16" O.C. BLOCKS W/ 8d NAILS @ (2) 2x BASE PLATE w/ &SP1 @BASE. LSTA18 OR MTS12 (2) 12d NAILS @ 12" MAY BE USED @BASE.( R MN WALL 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO 2x4 STUDS @ 16" O.C. O.C. USE SIMPSON TOENAILS EACH SIDE GIRDER BELOW MTS12 OR LSTA18 TO IS CONT. BRG ON TRUSS STRAP IF WALL SHEATHING IS SEE LD02/SD2 FOR 1/2" GYP. BOARD (5) 16d NAILS BRACE BLOCKING BELOW. STUDS w/ LSTA18 @ 16" O.C. TO STOPPED BELOW MORE INFO IF 2x4 BRACE TO EA. NOT REQ'D IF STUD IS TRUSS BELOW) ROOF LINE TRUSSES ARE ADJACENT DIAGONAL, TO OCKING CONNECTED w/ MTS12 3/4" FLOOR SHEATHING ATTACHED PARALLEL TO WALL 2x BASE PLATE W/ 12d FASTEN TO DIAG. W/ OR LSTA18 PER NAILING SCHEDULE ROOF SHEATHING (2) 16d NAILS @ 24" O.C. TO FLOOR ATTACHED PER SIMPSON H10A @ EA. 2x BLOCKING W/ (2) 12d FLOOR TRUSS PER SYSTEM BELOW NAILING SCHEDULE DIAGONAL BRACE TRUSSES PER TOENAILS EACH END PLAN PLYWOOD FLOORING � ALL THREAD ROD PLAN SEE FLOOR FRAMING @ 48" O.C.; SEE WALL BRACING @ 48" (2) 2x4 #2 SYP PLAN FOR MORE INFO I �\ FOUNDATION DETAILS O.C. MAX. 45 FROM BLOCKING w/ SIMPSON S, N i \` FOR CONNECTION @ HORIZONTAL (+/- 10°) HUC24-2 EACH END, -Ai' EE �L'�' BASE BRACE NOT REQUIRED USE (4) 10d & (2) 10d `I SEE PLAN FOR 2x4 BOTTOM PLATE, 6' FROM EAVES. NAILS. UNDER p. TRUSS DIRECTION - - � CONNECT TO DOUBLE �-2x LEDGER TO UPPER WINDOW JAMBS ONLY & MORE INFO L " " TOP PLATE O O FLOOR WALL W/ LOW ROOF TRUSS SEE TRUSS - - - NAILS @ 6"' O.C. 1/4" X 3-1/2" SIMPSON PLAN FOR CONNECTIONS (IF SDS SCREW @ 16" O.C.TRUSS IS CONT. BRG ON FLOOR GIRDER SEE SEE TRUSS LAYOUT 2x @ 24 2x4 TOP PLATE O.S.B. TO OVERLAP MASONRY USE HETA16/20 " MASONRY (SHOWN) PLAN FOR 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 Fl BRACING @ 2 STORY FRAME WALL 51 SECTION @ COMBO TRUSS fiFlkTYPICAL CONNECTION @GIRDER OR BEAM 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 (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO STA30 HEADER TO BUILT UP STUD 0 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. 111 B PROVIDE SOLID BLOCKING-\ WITHIN FLOOR SYSTEM UNDER BUILT UP COLUMNS 3/4"=1'-0" (2) 2x SPF TOP PLATES U.N.O. 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW SPF BASE R _ PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2nd STORY WALL PER PLAN FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN SP4 TOP & BOTTOM OF EA, STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM M EXTERIOR SHEATHING -----� ~ ®®®o /�2 FROM TOP OF WALL V U_ s� ` Uj - o�vJ� N.1- Q••s Z TO BOTTOM OF SILL 00 z LU ® ,� ,-,4Aj ®...o .a Z "j D PLATE ATTACH PER 0 NAILING SCHEDULE u.i ROOF SHEATHING -- —� IMPSON H2.5 EA. ° I ATTACH PER NAILING RUSS SCHEDULE I V I PRE-ENGINEERED I o ° TRUSS PER PLAN p « 2x6 #2 SYP CONT. 6 O c o O O •°' IRECESS LEDGER W/ (2) %4'x3-1/2" I SIMPSON LUS26. USE LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY USS. VERIFY W/ 16 O.C. MAX. & 3 TRUSS I 4R RUSS SHOP FROM EA. END - USE (3) DRAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO W EA, TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T..`USE O)16 NIS) H 0704 LEDGER @ LOW ROOF F- (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO STA30 HEADER TO BUILT UP STUD 0 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. 111 B PROVIDE SOLID BLOCKING-\ WITHIN FLOOR SYSTEM UNDER BUILT UP COLUMNS 3/4"=1'-0" (2) 2x SPF TOP PLATES U.N.O. 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW SPF BASE R _ PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2nd STORY WALL PER PLAN FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN SP4 TOP & BOTTOM OF EA, STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA, END OF C 4'-2" ATTACH TOP PLATE TO ALL CS18 STRAPS TO HAVE MIN WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT 12" END LENGTH ON STUDS W/ MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS *F�l2 STORY INTERIOR BEARING WALL documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z J J 0 H F- U) -U U w J W CL O U _.;. 0 > W Qsl00 M ~ ®®®o /�2 V U_ s� ` Uj - o�vJ� N.1- Q••s Z 2 2x SPF TOP 00 z LU ® ,� ,-,4Aj ®...o .a Z "j D Q V-4 0 �° co • ~ d u.i LLJ ° CL W V U ° PLATES U.N.O. p « 6 O c o O O a 8 Qo UO q am W H F- (2) 2x HEADER Z Z o U r /"� W wvtiw ~ �+� J0'�(� E Q Z B Q • SEE FLOOR PLAN �t p J � cc fz- 2 W Ww 8 Z 0 Qp3: o c= Z W w Z E 0 O Q_ �WYO d = a O J h�00 Z � M � z Quo 0 0 • FOR MORE INFO F— I=- r^ �-- V, z F- I N _ W H W 'S U) 2x STUDS SEE PLAN Zw (3 9rj M ~ �5m LU W Z O o� .� OLLI WQ> u aN �z a>oc =WC STUDS ABOVE ARE �W Baca aLO Qva P W = W 1 w0F-a Tom Q w Z Xp0 --) A. _5Wa�_ p�tOZ TO ALIGN W/ STUDS 0- IL r BLDG DESIGN STRUCTURALENG CNS DRAFTING, -DESIGN. --- -STRUCT: MR BELOW ° I I ( I STA3 ' 2x P.T. BASE PLATE SEE HEADER TO BEARING SCHEDULE FOR BUILT UP A.B. INFO UIR STUD SEE FOUND. PLAN FOR FTG. REQ. L A A 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / B STRAPS TOP & WALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH BOTTOM OF EA. STUD MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL WASHER SEE BEARING WALL SCHEDULE SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA, END OF C 4'-2" ATTACH TOP PLATE TO ALL CS18 STRAPS TO HAVE MIN WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT 12" END LENGTH ON STUDS W/ MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS *F�l2 STORY INTERIOR BEARING WALL documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z J J 0 H F- U) -U U w J W CL O U _.;. 0 > W Qsl00 M ~ ®®®o /�2 V U_ s� ` Uj - o�vJ� N.1- Q••s Z 00 z LU ® ,� ,-,4Aj ®...o .a Z "j D Q V-4 0 �° co • ~ d u.i LLJ o CL W V U ° F_ W p « 6 O c o O O a 8 Qo UO q am W H F- w U Z Z o U r /"� W wvtiw ~ �+� J0'�(� E Q Z OjS p (!� N �, a Q Z~Z> J`' LU �t p J � cc fz- 2 W Ww 8 Z 0 Qp3: o c= Z W w Z E 0 O Q_ �WYO d = a O J h�00 Z � M � z Quo 0 0 W •—I F— I=- r^ �-- V, z F- I N _ W H W 'S U) J F- Zw (3 9rj M ~ �5m LU W Z O o� .� OLLI WQ> u aN �z a>oc =WC �P �W Baca aLO Qva P W = W 1 w0F-a Tom Q w Z Xp0 --) A. _5Wa�_ p�tOZ I— m 0- IL r BLDG DESIGN STRUCTURALENG CNS DRAFTING, -DESIGN. --- -STRUCT: MR 1 QC CHECK: MRB I JOB No. PSQ-2171574 I SCALE: AS INDICATED DATE: 12/08/17 MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT-UP STUD COLUMN STANDARD (3)2x12 SYP#2 STRINGERS W/ SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM W FOR STRINGERS TO MID SPAN BLOCKING III (2)2x12 SYP#2 BEAM TO MATCH JOIST 2x12 STRINGER TO BE PER SCHEDULE REQ'D DEPTH W/ (3) 10d MID SPAN BLOCKING @ END OF LANDING TOENAILS EACH END @ LANDING @ 16"O.C. o W/ SIMPSON A35 OR j z CONNECT TO. BEAM NAILS EACH SIDE TO BEAR DIRECTLY ON JLL O BUILT UP COLUMNS 24" O.C. W/ (2) 12d — BELOW OR W to ••��✓��®® {y ® ALTERNATE HANGER SEE PLAN FOR MASONRY WALL) @ RIGHT OF THIS SEE TABLE FOR MAX. WOOD WALL DETAIL WIDTH OF LANDING WALL SEE PLAN FOR A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN. (3) 2x SYP #2 STUDS TO SLIDE DOWN TO SEE SCHEDULE FOR MAX WIDTH OF LANDING L -BRACE @ 6-0" O.C. & REQ'D @ END OF LANDING E @ ANY OPENING OQ HEIGHT OF LANDING W/ MIN. (6) 16d NAILS PER FLOOR PLAN SEE PLAN FOR DEPTH a�6jty� N TO TRUSS W/ (3) %4' x 3" FROM (2)2x12 SYP#2 DOUBLE TRUSS PARALLEL TO FLOOR OF LANDING Z W N.T.S. HEADER TO BUILT UP S SPACED/CENTERED IN 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUD COLUMN Q� NAILS . I0111 I SEE ARCH PLAN OPTIONAL (2)2x12 SYP#2 MAX. 4'-0" ABOVE FLOOR ATTACHMENT TO 24" O.C. W/ (2) 12d O NOTCH FLOOR TOENAILS BOTTOM SHEATHING TO ACCOMMODATE 2x CMU/LEDGER IN LIEU OF 2x4 SILL PLATE W/ (2) = LU U NOTCH SILL AND 10d NAILS @ 4" O.C. PLYWOOD FLOORING (NOTCHED @ 2x6 BUILT UP COLUMN VERTICAL LOCATIONS). TO SLIDE DOWN TO FACE OF TRUSS 4 Ln Q (� IIS. WOOD: 2x6 VERTICAL AND F-- TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0" O.C. & 1 SDS WOOD SCREWS @ANY OPENING W O HU210-2/HUC210-2 W/ SPACED/CENTERED IN TRUSS SEE PLAN Z TRUSS TO OUTSIDE 2x4 #2 SPF STUDS (18)16d NAILS TO W U ` _w U !- I'- o @24"O.C. Z -'i°'�C;� 06 O U r, rn 0 WZ0M,— LEDGER/SUPPORT AND c C W CL CL Z<0_jr w cin 'U (10)10d NAILS TO (2)2x12 NOTCH SILL PLATE 0 1 0} o c J FOR VERTICAL STRUCTURAL ENG: CNS �..� SYP#2 HEADER DRAFTING: EE 0 zQO�: 2Z o -DESIGN: --- Z mzw E OGZI—WYO MASONRY: p U Q:D w'� Z a JOB No. PSQ-2171574 NAILS @ 4" O.C. Q """'� HU210-2/HUC210-2 W/ DATE: 12/08/17 (18) 1/4"x3-1/4" TAPCONS ST1 TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER STANDARD (3) 2X12 SYP #2 STRINGERS W/ SIMPSON A34 / A35 STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM W FOR STRINGERS TO LINE UP 2xJOIST IN III LINE WITH MIDDLE CONSTRUCTION 2x12 STRINGER TO BE NOTES UTILIZED AS BLOCKING MID SPAN BLOCKING MIN. 2x8 SYP#2 JOISTS TO MATCH JOIST @ LANDING @ 16"O.C. o W/ SIMPSON A35 OR j z LUS26 HANGER ON NAILS EACH SIDE LL �0 JLL O (3) 16d NAILS @ 16" O.C. 24" O.C. W/ (2) 12d MAX. TO EACH STUD. ((2) � W to ••��✓��®® {y ® 16" O.C. MAX. FOR MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB CLIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF SCHEDULE REQ'D'@ END OFATTACHING TO MASONRY LANDING FOR STRINGERS TO MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d CONNECT TO. BEAM TO BEAR @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH DIRECTLY ON BUILT UP W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS COLUMNS BELOW OR LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY ALTERNATE HANGER @ EACH SIDE WALL) RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING zz( 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" A35 @ EA. STRINGER TO LANDING SEE ARCHS, FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR III PER SCHEDULE @ END CONSTRUCTION OF LANDING FOR NOTES STRINGERS TO MID SPAN BLOCKING CONNECT TO. BEAM TO MATCH JOIST TO BEAR DIRECTLY ON O DEPTH W/ (3) 10d BUILT UP COLUMN BELOW. Z TOENAILS EACH END 2x JOIST (P.T. IF NAILS O U_ z JLL O (3) 16d NAILS @ 16" O.C. 24" O.C. W/ (2) 12d MAX. TO EACH STUD. ((2) (NOTCHED @ 2x6 W to ••��✓��®® {y ® 16" O.C. MAX. FOR SEE PLAN FOR MASONRY WALL) MASONRY WALL OR NOTCH SILL AND WOOD WALL CLIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF SCHEDULE REQ'D'@ END OFATTACHING TO MASONRY LANDING FOR STRINGERS TO MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d CONNECT TO. BEAM TO BEAR @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH DIRECTLY ON BUILT UP W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS COLUMNS BELOW OR LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY ALTERNATE HANGER @ EACH SIDE WALL) RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING zz( 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" A35 @ EA. STRINGER TO LANDING SEE ARCHS, FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH MIN. (3) 2x4 SYP #2 COLUMN 2x P.T. BOTTOM PLATE 6" MIN. 00 to STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING MIN. 2x8 SYP#2 JOIST ATTACHED PER LEDGER (P.T. IF GENERAL FLOOR ATTACHING TO CONSTRUCTION MASONRY WALL) NOTES BEAM @ END OF 16" O.C. LANDING PER MAX SCHEDULE �- — OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SIMPSON A35 SYP#2 HEADER CONNECTIONS MASONRY: HU210-2/HUC210-2 W/ (18) MASONRY WALL OR 1/4"x3-1/4" TAPCONS TO CMU FRAME WALL BEYOND AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -1N 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING (2) 2x12 SYP#2 BEAM III PER SCHEDULE @ END I I I I OF LANDING FOR I I I I ( STRINGERS TO III (I CONNECT TO. BEAM A TO BEAR DIRECTLY ON I I I I IZZI I I III BUILT UP COLUMN BELOW. MIN. (3) 2x4 SYP #2 COLUMN 2x P.T. BOTTOM PLATE 6" MIN. 00 to STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING MIN. 2x8 SYP#2 JOIST ATTACHED PER LEDGER (P.T. IF GENERAL FLOOR ATTACHING TO CONSTRUCTION MASONRY WALL) NOTES BEAM @ END OF 16" O.C. LANDING PER MAX SCHEDULE �- — OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SIMPSON A35 SYP#2 HEADER CONNECTIONS MASONRY: HU210-2/HUC210-2 W/ (18) MASONRY WALL OR 1/4"x3-1/4" TAPCONS TO CMU FRAME WALL BEYOND AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -1N 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS 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" NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2.(2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO PENDING LANDING CONSTRUCTION. HEIGHT AND PLAN LAYOUT HEADER rSTO'1 GENERAL LANDING & STAIR FRAMING INFO SCALE: 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, dul NOT USED WITHIN SUPPORT r�ee►►►►►rrrr®rd rn rij U jLLJ c� CL WALL COULD BE REQUIRED. SEE PLAN OL SEE ARCH PLAN I I _----- FOR REQUIRED 2x6 VERTICAL @ 6-0" HEADER AND A SUPPORT W W INFORMATION. OPENING W/IN 2x JOIST (P.T. IF NAILS ATTACHING TO MASONRY 2x4 SILL PLATE W/ (2) � WALL) CONT LEDGER w/ KNEEWALL (3) 16d NAILS @ 16" O.C. 24" O.C. W/ (2) 12d MAX. TO EACH STUD. ((2) (NOTCHED @ 2x6 1/4" x3-1/4" TAPCONS @ ••��✓��®® {y ® 16" O.C. MAX. FOR MASONRY WALL) ®®rrtl►►eee m NOTCH SILL AND `--- WOOD OR MASONRY PLYWOOD FLOORING WALL SEE PLAN FOR V MORE INFO 2x6 VERTICAL AND TO SLIDE DOWN TO 2x JOIST PER L -BRACE @ 6-0" O.C. & SCHEDULE E @ ANY OPENING OQ HEIGHT OF LANDING PER FLOOR PLAN rSTO'1 GENERAL LANDING & STAIR FRAMING INFO SCALE: 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, dul NOT USED SECTION X -X SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. W Q 0 CL CL U W 0 1-a a r�ee►►►►►rrrr®rd rn rij U jLLJ c� CL `3Y2" OL SEE ARCH PLAN I I _----- 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO O.C. MIN. AND @ ANY W W STUDS W/(2)16d TOE OPENING W/IN X X NAILS HANDRAIL 2x4 SILL PLATE W/ (2) � 2x4 #2 SPF STUDS @ KNEEWALL 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d (NOTCHED @ 2x6 TOENAILS BOTTOM ••��✓��®® {y ® VERTICAL LOCATIONS). ®®rrtl►►eee m NOTCH SILL AND W V L PLYWOOD FLOORING V TO ALLOW VERTICAL 2x6 VERTICAL AND TO SLIDE DOWN TO L -BRACE @ 6-0" O.C. & FACE OF TRUSS @ ANY OPENING OQ ATTACH 2x6 VERTICAL a�6jty� N TO TRUSS W/ (3) %4' x 3" 31 DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS Z W N.T.S. EQUALLY S SPACED/CENTERED IN 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE Q� NAILS . I0111 I SEE ARCH PLAN w a LLi MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ X X 24" O.C. W/ (2) 12d O NOTCH FLOOR TOENAILS BOTTOM SHEATHING TO ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) = LU U NOTCH SILL AND 10d NAILS @ 4" O.C. PLYWOOD FLOORING (NOTCHED @ 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS). TO SLIDE DOWN TO FACE OF TRUSS 4 Ln Q (� IIS. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND F-- TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0" O.C. & 1 SDS WOOD SCREWS @ANY OPENING W O EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN Z TRUSS TO OUTSIDE 2x4 #2 SPF STUDS FACE OF TRUSS W U ` _w U !- I'- o SECTION X -X SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. W Q 0 CL CL U W 0 2x4 CONT. TOP PLAT (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY 0TH STUD TO BE ATTACHED TO TRUS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTO 2x4 SILL PLATE W/ (2 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRU W/ (2) a"x3" SDS SCREWS EQUALLY SPACED & CENTERE IN TRUSS ST03 SECTION HANDRAIL W/ FLOOR TRUSSES SCALE: 3/4"=1'-0" Acation, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ER 1-a a r�ee►►►►►rrrr®rd rn rij U jLLJ c� CL 3: 00 Z ") 0 j °• iy a (j 'S W W zf N r Zz {.V U p Q Qi Q J E .. 00 z Uj °•°°•000000®0CL O ••��✓��®® {y ® ®®rrtl►►eee m U) W V L V U ° OQ W a�6jty� N Z W U j o S W O b c o O ze 0 Q� 0 . z o�,o rr w a LLi V Q 10 O = Z W O 5 = LU U Q m ~ W LU e,( 2 4 Ln Q (� IIS. F-- J LLJ 1 W U W O m a I— C'1 Imm Z 00 Z 2x4 #2 SPF STUDS 0 4 W U ` _w U !- I'- o @24"O.C. Z -'i°'�C;� 06 O U r, rn 0 WZ0M,— c C W CL CL Z<0_jr w cin 'U NOTCH SILL PLATE 0 1 0} o c J FOR VERTICAL STRUCTURAL ENG: CNS �..� 0 0 Q DRAFTING: EE 0 zQO�: 2Z o -DESIGN: --- Z mzw E OGZI—WYO 2x L -BRACE W/ 12d p U Q:D w'� Z a JOB No. PSQ-2171574 NAILS @ 4" O.C. Q """'� Q M . � 2x4 CONT. TOP PLAT (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY 0TH STUD TO BE ATTACHED TO TRUS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTO 2x4 SILL PLATE W/ (2 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRU W/ (2) a"x3" SDS SCREWS EQUALLY SPACED & CENTERE IN TRUSS ST03 SECTION HANDRAIL W/ FLOOR TRUSSES SCALE: 3/4"=1'-0" Acation, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ER 3: D Z0 Z ") 0 'S W W zf -- •"' E W z U) W V OQ h Z W Q M S (5 9 0 Q� 0 M) rr w a LLi = Z W O 5 = LU U ~ W W e,( 4 Ln Q (� IIS. SS I— LU= LLJ 1 W O m a I— C'1 Imm 00 D WzW��O �o0�tpZ m CL CL BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171574 SCALE: AS INDICATED DATE: 12/08/17 ST1