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Home My WebLink About2642 Flicker Cv 18-2735 New Construction SFH0 30'-0" GENERAL NOTES KEY: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR 14'-0" 16'-0" EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) 10'-0" 4'-0" 14'-8" V.4" ABBREVIATIONS: • 2- IF OF DOORS. AIC • 2- # OF WINDOWS. COMP. • MT - METAL THRESHOLD • FR - FRENCH DOORS • SL - SIDE LIGHT (2)3050 S.H. • FG -FIXED GLASS _ • TR -TRANSOM �------------------ Y • GB - GLASS BLOCK • PKT - POCKET DOOR Covered Lanai f • OBS - OBSCURED GLASS I • TEMP -TEMPERED GLASS N - a - • SH - SINGLE HUNG N _ 9'-4" CLC. F.F.F. N ? � _ � • DH -DOUBLE HUNG � � H.B. 8" 12'-8" 8" 3'-4" 8'-0" 4'-8" 1 1 zo • HR - HORIZONTAL ROLLER x `•' q • BP - BYPASS z Dining Room 4" I BF - BIFOLD 0 Z 9'4" CLG. 8'-0" x V-0" S.G.D. ( TYP. - TYPICAL z aGi d NOTE: -4 SPECIALTY WIN, FIXED GLAS _ ��lllllll/� m oo WINDOWS, ANDDTRANSOMS ARE NOTED ONS OTEON x�```` 4;;•� PLANS. \\ �� ;• 6•. / LL:` o °P 8" o NOTES: O� Z M o� p.�� CD " ''* 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON • • - J = 04 110 5.3 3 -5 3.4 I 'p 16-8 c,, JOB SITE. = 2 o 6 � p: Z N r " r n r " LL r " O W co ~- Q Q Z - - - - - - _ y • V• - - - - - - J 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE pis yd; •.� , c \ " Gathering FROM CALCULATED DIMENSIONS ONLY. ANY �i,� �'•••• • "• �G �� \ \ 12 TOP EXT: _ DISCREPANCIES OR ERRORS TO BE REPORTED ROOM 4 PROMPTLY TO SUPERVISOR FOR CLARIFICATION. I o o\ \ FME 34 9'•4" CLG. 3. MECHANICAL EQUIP. LOCATIONS WILL BE _ VENT TO -,,,,3 a m CODES. > D.W. OsA�s� o \ \ KNEWALL /2 m DETERMINED BY COMMUNITY AND COUNTY EXT. p T- o a Os ��i� BELOW 36" 0 N 00 �/ 0 0 z Kitchen BARTOP 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB M EO \ v PER CODE M307.2 & M1309.3. U 9'-4" CLC 5. PROVIDE RECESS H&C WATER w/ DRAIN @ LL C 8'-2" 1'-0" 3'-0" 6'-0" M 10'-0" _ WASHER SPACE, r- •N CD CO Q I _ 0 6. VENT DRYER THRU EXTERIOR WALL U.N.O. ~ , � F 2080 B.F. o .L d7 N Q N I M - - _ COUNTERTOPS (OPT) PANTRY 1/2" GYPSUM 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE Q Q. (N N 0 ----� I -.REF. � � � CV � 0 36" HT. w/ CAB. ABV. SLOPED BOARDS @ REF. SPACE. _ CO o L - - j CLG. APPLIED TO THE �-' '� ti N UNDER STAIR _ 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. '� p p d. r I i I I I I CV cl SURFACEAND _ 0 E�" M - 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. LO Ca X I ( I N I I SIDES o= i -z ca I ( �'n ��Q D- V , 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL '- N a L 1 J 5 H SHEETS FOR EXTERIOR WALL FINISH SPECS. 7.-2" T.4" Guest in W 11. REFER TO DETAIL SHEETS FOR FLASHING 4� z OPEN TO I q 9'-4" o Suite _� a� a . g � _ �,,, INTERFACES. TS AT ALL WOOD TO MASONRY E 1 co `' J ABOVE I CLC 9'-4" CLC. b� o -' - J " = 8" 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 z N LINE OF FLOOR ABV. 4 - Z' U.N.O. _ p z 4 3'-10" z �* 4'-0" 2'-6" 4'-8" 2'-8" 6'-0 3'-4" q N N � = 9'-4" 4 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 0 � Vj o M u Y CLG 2' U.N.O. o N _ COUNTERTOPS 14. ALL INT. FIRST FLOOR CEILINGS AT 9'�" U.N.O. N `.`�' @ 36" HT. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o O �, c i 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH o- Q ? M i4 HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR o Q L PRE -PLUMB ��O MORE SHALL BE CONSIDERED SHEAR WALL SWS = m O er SHEAR WALL SEGMENTS. o B.1 �- 9'-4" � co ( P w Ln B.1 = SHOWER o o ti `i �' ¢ I Ia 9'-4" CLC g4 � ECES 16. OPENING BETWEEN GARAGE AND RESIDENCE Z V, > o p X00 CLC �� I a I �� 9-4 CLC `„ SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED it M N N f Wdr• ti N L[- � �� I LLo w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR < a U co yy ( M " fu N NOT LESS THAN 1 3/8 THICKNESS AS PER � N V 2 4 9'-4" W.I.C' 1 N " FBC-R302.5.1. " CLG 114 I I 9'-4" CLC LAV UJI W.C. o (fi u- o 0 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE o Q � fV� W.C. L- -J M.T. R & S _ CEILING BENEATH HABITABLE ROOMS (TYP.) NM N N wcl� 4" VANITY w/ 42" HIGH HALF ow 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 a X r_4 *Iz 080 DR. IRROR ABV. WALL w/ TEMP. W:H. M.P.H. Z o M.T. GLS. ABV. J FULL HT. 19. ALL TUB & SHOWER UNITS WILL HAVE � z WALL ANTI -SCALDING DEVICES INSTALLED. z i 5,-0" 3,-0" 1,-4" $" 5,$" 4,-4" /7' " 2,-0" w m I Ent PRE -PLUMB FOR ---/ OR 20. ALL OPERABLE WINDOWS LOCATED MORE THAN z 72" ABV. SURFACE BELOW SHALL HAVE THE N _ °O t• WATER SOFTENER LOWEST PORTION OF WINDOW CLEAR OPENING A c�-n 4 I I 11'-4" CLC F.F.F. a' MIN. OF 24" ABOVE FINISHED FLOOR BEING o . p SERVER PER (FBC-R312.2). Z O I w _0 5/8" TYPE X DRYWALL N o z ON CEILING (TYP) c 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER w >_ O co BUILDER / CLIENT o Qfu :3 p N - - - -� N DOOR NOTE KEY: w } a Ln _ Ld 1-4M t\ DOOR SIZE CALLOUT: t- o O cn ca p LL 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD ? 0 0 .� ------------- --- 24=2'-4 50 B.F.=5'-0'BIFOLD ~z p- > -� •- I I 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD >_ o a I 2 Car Caraize I 28 = 2'-8" a Q c No �- 0 30 = T-0" o W Q w Ln O a C? I g _ 9'-4" CLC F.F.F. I m 0 z LINEDFFLoo' WINDOW NOTE KEY: z �� _ o� cn F - - - - I H.B. WINDOW SIZE CALLOUT: o Owe - 2040 = 2'-0" x 4'-0" " Q I Ore 2050 = 2'-0" x 5'-0" tz o 2060 = 2'-0" x 6'-0" V)uj Z - - - - - - - - - - • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & w > 16'-0" x T-0" GAR. DR. oo INCHES AS PER THE EXAMPLE TABLE ABOVE. w : �o Area Tabulations w i 21-0" 61.0" 11-4" 2r.4" 16'-0" 2'-4" Living: _ ISSUE DATE 06/06/2018 U)L 90.4" 20'-8 1st floor: 1,219 Sf o o REVISIONS 2 30.0 2nd Floor: 1,499 sf Q r " Total Living: 2,%18 Sf o < PROJECT: 18-0315 - cn entry: 93 S Y z SCALE: AS NOTED - » ii covered lanai: 117 sf < z DRAWN BY: JML & JFT First Floor Plan A B garage: 427 Sf o DESIGNED BY. MJS (Standard) Total Area: 3,355 sf FLOOR PLAN O SCALE 1/8" = TV (11x17) 1/4" = TV (22x34) opt sitting room: 169 sf 0 0 02 12 12 61 16 9' -On BRG. HT. rL 9'-0" BRG. HT. . is nri+�ue� FLOOR - - - - SECOND FLOOR - C @ SECOND FLOOR T-8" HDR. HT. rl_ @ SECOND FLOORS @ SECOND FLOOR O.H. 1x6 SMOOTH FINISH BAND 0 (TYP.) = 7/8" TEXTURED CEMENTITIOUS - o FINISH ON METAL LATH OVER 0 7/16" OSB. SHEATHING (TYP.) Nm 11'-4" BRG. HT. 11'-4" BRG: HT. @ ENTRY _j / @ ENTRY 10'-8 3/4" FIN. FLR. HT. `? �'/ 10'-8 3/4" FIN. FLR. HT. o @ SECOND FLOOR 1'.H/� ' L SECOND FLOOR 9'-4' BRG. HT. O 9'4" BRG. HT. i 8'-0" HDR. HT. DET. 3 1x2 OVER 1x6 SMOOTH FINISH - BAND (TYP.) - Y RANDOM SIZE CULTURED I STONE ON OUTER FACE ONLY - - (TYP.) 3/8" TEXTURED CEMENTITIOUS - - FINISH OVER C.M.U. (TYP.) L11I - 0'-0" FIN. FLR. _ El ED N M F7 1 El El E] I( I N El i 1 El E] 171171 8" E71 3 z" [2- NSCALE: 17 El E71 SCALE:3/4" =1'-0" (11x17)1 1/2' =1'-0" (2436) 3 8" OVERHANG DETAIL 6" i l tt O i l O ti E SPACE. 2Z" 3 KEYSTONE FINISH TOTAL VENTED SPACE: 1,857 = 6.19 SF. NET FREE FOAM SILL w/BRACKET 4 BRACKET & SILL a M 1x2 OVER 1x6 SMOOTH UPPER PORTION VENTILATION TOTAL: 4.952 SF. FINISH BAND (TYP.) = 0 eo TO BE PROVIDED w/ OFF RIDGE VENTS: — f � RANDOM SIZE CULTURED r-+ >a Z STONE ON OUTER FACE ONLY Z - Ld ! ) TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). `4 U) Lu LOWER PORTION VENTILATION TOTAL: 1.24 SF. CD 0j (D C2 TO BE PROVIDED w/ SOFFITS @ EAVE: Q Q� 80.00 LF. @ 0.049 SF. VENTING/LF. i ��Ncoo 0'-0" FIN. FLR. r U ER R00 PERCENTAGE: 40 /o VARIES .� �/j � LOWER ROOF PERCENTAGE: 60% SCALE: 314"= 1'-0" (11x17)1 u-6'=_ 1/2"= 11'-0" (2436) 6 STONE VENEER DETAIL 12 12 61 16 9' -On BRG. HT. rL 9'-0" BRG. HT. . is nri+�ue� FLOOR - - - - SECOND FLOOR - C @ SECOND FLOOR T-8" HDR. HT. rl_ @ SECOND FLOORS @ SECOND FLOOR O.H. 1x6 SMOOTH FINISH BAND 0 (TYP.) = 7/8" TEXTURED CEMENTITIOUS - o FINISH ON METAL LATH OVER 0 7/16" OSB. SHEATHING (TYP.) Nm 11'-4" BRG. HT. 11'-4" BRG: HT. @ ENTRY _j / @ ENTRY 10'-8 3/4" FIN. FLR. HT. `? �'/ 10'-8 3/4" FIN. FLR. HT. o @ SECOND FLOOR 1'.H/� ' L SECOND FLOOR 9'-4' BRG. HT. O 9'4" BRG. HT. i 8'-0" HDR. HT. DET. 3 1x2 OVER 1x6 SMOOTH FINISH - BAND (TYP.) - Y RANDOM SIZE CULTURED I STONE ON OUTER FACE ONLY - - (TYP.) 3/8" TEXTURED CEMENTITIOUS - - FINISH OVER C.M.U. (TYP.) L11I - 0'-0" FIN. FLR. _ El ED (2017) FLORIDA BUILDING CODE (6TH EDITION) F7 1 El El E] I( I E E71 El [71 El i 1 El E] 171171 E71 E7 17 El E71 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. SCALE 1/8" = TV (11x17) 1/4" = TV (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 1x8 SMOOTH FINISH BAND (TYP.) DEC. LIGHTING (TYP.) 0'-0" FIN. FLR. Rear Elevation "C" (Standard) SCALE 1/8" = TV (11x17) 1/4" = TV (2204) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @SECOND FLOOR h VAN BRG. HT. h V-0" HDR. HT. F ATTIC VENT CALC'S: 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) h 0'-0' FIN. FLR. r (2017) FLORIDA BUILDING CODE (6TH EDITION) R806. MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOUVER O PORTION (EAVES). tt O MINIMUM NET VENTILATION AREA SHALL BE Ao OF VENTED O ti E SPACE. r M O TOTAL VENTED SPACE: 1,857 = 6.19 SF. NET FREE Ld 300 REQUIRED a M __jco UPPER PORTION VENTILATION TOTAL: 4.952 SF. ? = 0 TO BE PROVIDED w/ OFF RIDGE VENTS: � 5 VENTS @.652 /PER VENT r-+ >a Z (n cli'� Z - Ld ! TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). c r LOWER PORTION VENTILATION TOTAL: 1.24 SF. CD 0j (D C2 TO BE PROVIDED w/ SOFFITS @ EAVE: Q Q� 80.00 LF. @ 0.049 SF. VENTING/LF. ��Ncoo c: U ER R00 PERCENTAGE: 40 /o � p .� �/j � LOWER ROOF PERCENTAGE: 60% :G) u-6'=_ 'Z_ o _ ;w co w froQi 00 ° o�`t 2 >Z 0: Z - !•! 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) h 0'-0' FIN. FLR. r O tt O O ti E r M O V N __jco U- � (n cli'� CD 0j (D Q Q� ��Ncoo c: a) N CDL o�`t 0 �cu = = N co c � rnw �^ z m z �a O N s w E z V5 cn w w 0 U W - _ O � 2 oLa tW A Q - - Z cif� O N ---------------- t o ------------�Q - U LLJ Q) r r m y t 1 O r to i f r f Z- g W+ -a 4 i i OFp cf) W d O r r w w 1"" � (.J M r- Q zZN V �U� r r o - 1 LL OoO L 1-- w r a O =3 N 0 -----J ----- fu N N U) Q --- -- -- x o w yip I — w z J - J Z IL Z - O OFF -----------J - - (n < - rrts RE � �o - - -. - - 2 � ca � ------ U, w - W- w o o - cnN� w� W f � O oa o 0 J — Ln ( T-4 i Ne 4 M a M � 00 N Lu U N Ln M =a p = z cn 0- > -0 N Z==E� 10 0 > p C a . -� a_Q c N L ¢ w Ln O a f �< , r m r 4:11 PRCH r,X,� - O - —� Q li 1 S - r r o= LIJ ov Q r L �c - - - - -- N z cf a w w i cy_ o I > m _ ISSUE DATE 06/06/2018 r V) o REVISIONS a uj Of Imo' cy< PROJECT: 18-0315 V) SCALE: AS NOTED ROOF Y Z a¢. Z DRAWN BY: JML & JFT DESIGNED BY: MJS Layout 0 0 N SCALE 1/8" = TV (11x17) 1/4" = TV (2204) ELEVATIONS "C" r 04.0 12 61 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR IV 1'-i O.H. W FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 �6 ALI 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. 2'-0" 1'-0" @SECOND FLOOR \ TYP. O.H. LLILL • = �-1 0ZUl cj W 00 W a .v ¢ O:Zz Z ;• -V• D 11'-4" BRG. HT. c @ ENTRY �+ t!= �� '•'••• •'•' �� 101-8 3/4" FIN. FLR. HT. ca �% SECOND rwvR ALL HORIZONTAL & VERTICAL OoL 9'-4" BRG. HT. i CONTROL JOINTS PER ASTM 1063 h 8'-0" HDR. HT. O CV E 04 p _ U \ _ — u- � � O = 7/8" TEXTURED CEMENTITIOUS WW z FINISH ON METAL LATH OVER 0'-0" FIN. FLR. 7/16" OSB. SHEATHING (TYP.) eo N � m CO � —W Ld af L9 10'-8 3/4" FIN. FLR. HT. O o @ SECOND FLOOR - 1x6 SMOOTH FINISH BAND _ 91-4" BRG. HT. - IV Y z 12 8'-0" HDR. HT. ii �iazDRAWN z FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 �6 ALI 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. 2'-0" 1'-0" @SECOND FLOOR \ TYP. O.H. LLILL • = �-1 0ZUl cj W 00 W a .v ¢ O:Zz Z ;• -V• D 11'-4" BRG. HT. c @ ENTRY �+ t!= �� '•'••• •'•' �� 101-8 3/4" FIN. FLR. HT. ca �% SECOND rwvR ALL HORIZONTAL & VERTICAL OoL 9'-4" BRG. HT. i CONTROL JOINTS PER ASTM 1063 h 8'-0" HDR. HT. O CV E 04 p _ U \ _ — u- � � O 9'-0" BRG. HT. @ SECOND FLOOR Y 7'-8" HDR. HT. j4 @ SECOND FLOOR H 7/8" TEXTURED CEMENTITIOUS = FINISH ON METAL LATH OVER 't z 7/16' OSB. SHEATHING (TYP.) ;_- C? _-tem 11'-4" BRG. HT. N @ ENTRY ug 10'-8 3/4" FIN. FLR. HT. o @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 1'.H, 1x SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. j4 TYP. =o 9'-0" BRG. HT. z @ SECOND FLOOR N' W T-8" HDR. HT. o o f @ SECOND FLOOR < N \,\ \\xi \ ` . \\_ \� o� aO-' c)O.H ri a (T ul) M aa... L-tY 07 N W Q o_ - r-4 ^ 1-4 o O ti 10'-8 3/4" FIN. FLR. HT. > p C , U) O O L -)CUUNU rLVVK a-- Q W 1 14 O d om ALL HORIZONTAL & VERTICAL h 9'4" BRG. HT. CONTROL JOINTS PER ASTM 1063 y n OIL 8'-0" HDR. HT. o LLJ \\ t\ i V)z >� WLLJ �a _ m =:2 ISSUE DATE 06/06/2018 WW REVISIONS In ti 0'-0" FIN. FLR. 0 CO � —W Ld af Q Q� 04 O c < - 1x6 SMOOTH FINISH BAND (n CV N p Y z 12 _ ii �iazDRAWN z (TYP.) BY: JML & JFT N(D .-. = 6� Right E 6 w_ 3/8" TEXTURED CEMENTITIOUS .� .-. ti N •T C) •� ELEVATIONS "C" cn� FINISH OVER C.M.U. (TYP.) O v v SCALE 1/8" = TV (11x17) 1/4" = TV 0'-0" FIN. FLR. � � 0'-0" FIN. FLR. L N X .�. 0 _ - aOQ�LL c CO rnW N Z QS Z Left Elevation "C) 0 U) Ix -cW 0 Standard ( ) - uo »_,» »_,» SCALE. 1/8 - 1.0 (11x17) 1/4 - 1.0 (22x34) o� Lu o ow o� Q o� - - _ m C - O � z 0 c (' M a O n Z Ld w C=E ¢a u V O M FIBERGLASS SHINGLE ROOF INSTALLED AS N N V PER MANUFACTURERS SPECIFICATIONS. n O � ' u- N O Z , w (Y') �— Ln ko c c0 ¢ 0- T-1 r14 9'-0" BRG. HT. @ SECOND FLOOR Y 7'-8" HDR. HT. j4 @ SECOND FLOOR H 7/8" TEXTURED CEMENTITIOUS = FINISH ON METAL LATH OVER 't z 7/16' OSB. SHEATHING (TYP.) ;_- C? _-tem 11'-4" BRG. HT. N @ ENTRY ug 10'-8 3/4" FIN. FLR. HT. o @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 1'.H, 1x SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. j4 TYP. =o 9'-0" BRG. HT. z @ SECOND FLOOR N' W T-8" HDR. HT. o o f @ SECOND FLOOR < N \,\ \\xi \ ` . \\_ \� o� aO-' c)O.H ri a (T ul) M aa... L-tY 07 N W Q o_ - r-4 ^ 1-4 o O ti 10'-8 3/4" FIN. FLR. HT. > p C , U) O O L -)CUUNU rLVVK a-- Q W 1 14 O d om ALL HORIZONTAL & VERTICAL h 9'4" BRG. HT. CONTROL JOINTS PER ASTM 1063 y n OIL 8'-0" HDR. HT. o LLJ \\ t\ i V)z >� WLLJ �a _ m =:2 ISSUE DATE 06/06/2018 WW REVISIONS 0'-0" FIN. FLR. 0 —W Ld af O c < 12J -1 Y z 12 _ ii �iazDRAWN z BY: JML & JFT - 6� Right E 6 0- z N - (Standard), ELEVATIONS "C" cn� 9'-0" BRG. HT. @ SECOND FLOOR Y 7'-8" HDR. HT. j4 @ SECOND FLOOR H 7/8" TEXTURED CEMENTITIOUS = FINISH ON METAL LATH OVER 't z 7/16' OSB. SHEATHING (TYP.) ;_- C? _-tem 11'-4" BRG. HT. N @ ENTRY ug 10'-8 3/4" FIN. FLR. HT. o @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 1'.H, 1x SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. j4 TYP. =o 9'-0" BRG. HT. z @ SECOND FLOOR N' W T-8" HDR. HT. o o f @ SECOND FLOOR < N \,\ \\xi \ ` . \\_ \� o� aO-' c)O.H ri a (T ul) M aa... L-tY 07 N W Q o_ - r-4 ^ 1-4 o O ti 10'-8 3/4" FIN. FLR. HT. > p C , U) O O L -)CUUNU rLVVK a-- Q W 1 14 O d om ALL HORIZONTAL & VERTICAL h 9'4" BRG. HT. CONTROL JOINTS PER ASTM 1063 y n OIL 8'-0" HDR. HT. o LLJ \\ t\ i V)z >� WLLJ �a _ m =:2 ISSUE DATE 06/06/2018 No � REVISIONS 0'-0" FIN. FLR. Ld af c < PROJECT: 18-0315 Y z SCALE: AS NOTED _ ii �iazDRAWN BY: JML & JFT - DESIGNED BY: MJS Right E N - (Standard), ELEVATIONS "C" SCALE 1/8" = TV (11x17) 1/4" = TV (22x34)- 05.0 0 NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION SECTION R311.7 11 Z. MAX HT. OF RISER TO BE 7 3/4 . 3. MIN. WIDTH OF TREAD TO BE 9" (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. 6" WIDE @NARROW END. 1 11 12 6[ U. 34 -38 HANDRAIL HT. in wr=,&nR(1nKA ('_1 RAW 91 -All \ \\ PRE-ENGINEERED ROOF TRUSSES �X� 9'-0" BRG. HT. @SECOND FLOOR (SEE TRUSS LAYOUT) \\\; 7'-8" HDR. HT. JIF @ SECOND FLOOR ick ISI a:4 cri �_v N Y � &5 ca d W . `+``��t111111 l zli� A af z, ,Z�,.• •. M ca co LL �O. O O.J_ w cc ��•�Z wo i Cl d' O O ti N O M U _J to UL HANDRAIL R311.7 CO 6TH EDITION - FBCR (2017) aj ctico .Q c -aa)34"-38" ABV. TREAD NOSING / I S5 Q N CO N co 0 10'-8 3/4" FIN. FLR. HT. ON OPPOSITE WALL. 06 2 ^ � N 2x4 P.T. IN BETWEEN STRINGERS -ATTACH TO @ SECOND FLOOR (3) 2 x 12 S STRINGERS cI�O•� '� o O E 0 ... SLAB w/ 12d CUT NAILS @ s" O.C. AND (2)12d 9'-4" BRG. HT. EQUALLY SPACED/ �' Lo +U EACH END OF 2x4TOE NAILED TO STRINGER. - O Qclul S1 TYP. STA0R CONNECT. 8'-0" HDR. HT. S2 Fl - r M °' Z 06 Z q6 ,)SCALE:»_ »»_»E 3/4 1.0 (11x17) 1 1/2 1-0 (22"x34") o s 0 EZ 10" N N N lx8 SKIRT BD. I W O o w _ �ry Q 2x12 TREADS CUT TO FIT S4 — — — _ N M o � V) /1• 06 S1 r ti o a 06 a,@ � � U wo m � a� / 1/2" PL�YVND. BLOCKING co o zo N 2 12 STRINGERS 0'-0" FIN. FLR. o �OC) 0 N -a 1/2" GYPSUM BOARDS APPLIED Z N V >. „ LL' " TO ALL UNDER STAIR 2 o O TOTAL N p DATA: RISE: 10-8 3/4' (18 RISERS @ 7.15 EA.) TOTAL RUN: 17 (17 TREADS @ 10"EA.) SURFACE AND SIDES N mI-- N N fu 3'-6" 714" w LANDING 9T @ 10" - - w 4-J o J T�EA� F___R'�SEFR) DETA��SZ CD =m 06 SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (22x34) O Z Stair Section NW oZ) O 1x8 CAP zN caswG. SCALE: 3/8" = 1'-0" (11x17) 3/4" = 1'-0" (22x34) U)r o j Wr �, a (!� o 2x4 @ 24" O.C. z o Q ~ � M 3/4" PLYWD. SUB -FLOOR Lu z w � U N M Ln i �a O U) ^O SHEETROCK 2x JOISTS 16" O.C. MAX - Ij - O_ j 2x LEDGER ATTACHED TO STUDS y A!t o = z •� .� •> O = w/ (2)12d NAILS @ EACH STUD 3/4" PLYWD. SUB -FLOOR v a C N = BOTTOM PLATE m Q w Ln O a HUS26 JOISTS TO LEDGERI� 3:O w PRE-ENGINEERED z 2x'S @ 16" O.C. MAX.FLOOR TRUSSES 24" O.C. o Q PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. f ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY -TO BE - z . SEE TRUSS LAYOUT ( ) PLACED DIRECTLY UNDER LEDGER N z 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO > FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ w o EACH END OF LEDGER TOE -NAILED TO STRINGER. �Q mz� w S3' ---'ALF WALL S4 LAN D N G CONNECT. DETA�L S5 STA FR CONNECT. FLr\® T'FD\U S S o ui ISSUE DATE 06/06/2018 oc REVISIONS 06 SCALE: 3/4" = 1'-0" 01Ix17) 1 1/2" = 1'-0" (22x34) 06 SCALE: 3/4" = 1'-0" 01Ix17) 1 1/2" _ 1'-0" (22x34) PLATFORM FRAMING 06 SCALE: 3/4" = 1'-0" 01Ix17) 1 1/2" = 1'-0" (22x34) STRINGER TO FLOOR TRUSS W Q� =1 < PROJECT: 18-0315 Y z SCALE: AS NOTED Z DRAWN BY: JML & JFT DESIGNED BY: MJS CD -Stair Details 0 SECTIONS SCALE: 3/4 = TV (11x17) 11/2" — l' -O" (22x34) C 06 EXTRA DUTY OPTIONAL OVERHEAD SERVER GENERAL 1 V OTES KEY" SAME AS UNDERGROUND 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR 200 AMP OUTLETS 1N FIELD. SERVICE 4/OS CR AL. AMP NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC. A/C DISC. AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE TYP. #8 COPPER TO RANGE GFCI PROTECTED. ELECTRICAL #8 TO A/C UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET. POWER CO. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. A — — — — — — — — — — — — — — — — — — #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO SERVICE TO BE BONDED TO FOOTING STEEL 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI PROTECTED. �\ NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT A�/ PRE -WIRE BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. W.P. GF / CLG. FANILITE UTLE i 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE BOX GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA \ ARE TO BE GFCI PROTECTED. I A AFqP 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" LIGHT I =WIRE A.F.F. (U.N.O.). � I-TYP.) U/C1GFCI FOR 4 RECESS 12. ALL SMOKE/CARBON MONOXIDE DETECTORS DISPOSAL & LIGHTS ARE TO BE HARD WIRED, INTERCONNECTED AND DW. AFCI PROTECTED. FI \ 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER E \ \ BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. O o \ \ PRE -WIRE / AF @ 55" � O I O ~ CLG. FAN/LITE A.F.F. NOTES: N \ \ f • THIS DIAGRAMMATIC PLAN IS INTENDED TO C'7 U SHOW LIGHTING AND CONVENIENCE OUTLETS N 1 1 ONLY. IT IS THE ELECTRICAL CONTRACTORS i= LL I ' RESPONSIBILITY TO VERIFY THE REQUIREMENT ' N ti •� / AND LOCATIONS OF ALL ELECTRICAL cn n LOW \ EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) O ,� �p , -0 GFI \ I ! \ AND PROVIDE AND INSTALL COMPLETE Q Q ELECTRICAL SERVICE AS REQUIRED PER NFPA, (n N � NEC, FBC CODES AND ALL REIGNING 0) (0 0-1 = / MUNICIPALITY CODES, STANDARDS AND I*-- N ORDINANCES. O O 1 / • LOCATION OF FIXTURES AND / OR OUTLETS ARE 0 E SUGGESTED LOCATIONS AND MEET MOST LOCAL un, � • • X 3F1 42 — F CODE REQUIREMENTS. ADDITIONS OR Qca ADJUSTMENTS MAY BE MADE BETWEEN THE LL ITCH G A OWNER AND BUILDER IN THE FIELD. 0) W • ALL ELECTRICAL WORK AND APPLIANCES ARE IN y Z ABV.I I I I I ( FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. z I I i 6TH EDITION (2017) RESIDENTIAL, AND ALL a) d APPLICABLE LOCAL STANDARDS, CODES, AND E / A ORDINANCES. 0 • VARIOUS SYMBOLS ON ELECTRICAL LEGEND c Z A I F MAY OR MAY NOT BE USED ON THIS PLAN. 0 0 I N F o 0 v o S.D. ARE -WIRE A ELECTRICAL KEY: i CLG. FAN/LITE o (n C • .M.S.D. / . ofF O / a_Y CEILING MOUNTED LIGHT o a cn S.D. PC PULL CHAIN LIGHT o o a 00 ; / - L �J F F RECESSED LIGHT a s 1"� � V cc WALL MOUNTED LIGHT Z cu w (� c 2 �- I (' I o ~ N U- 1 AF WALL WASH RECESSED I o 0 cv O LL_ _j A I I( / DUPLEX RECEPTACLE ul N w M N N r=a I I I GFI GFI 220 V RECEPTACLE o X 1/2 HOT, 1/2 SWITCHEDN o --- LL_ AWP WATER PROOF RECEPTACLE _jJ Z a- z AF GFI FLOOR RECEPTACLE . @ 42" PRE -WIRE FOR CLG. FAN _ zQGFI GROUND FAULT INTERRUPT Z� Lj 2� l WALL SWITCH o o p \ 8 3 -WAY SWITCH N k 8. DIMMER SWITCH o Q c° .5 =3-J o N TELEPHONE JACK z o (n ,.i cn E -i CABLE JACK 0- 00 N � } a c CN Ln \ ® PRE -WIRE GARAGE DOOR OPENER Q 4--C ch n — — \ 7LL FLUORESCENT LIGHT Z L c c/)O •- ._ \ . _ GFI @ ® ELECTRICAL PANEL uj M �- >o = AF GFI — GARAGE ® CHIME " -p 4-' o O a Q w �n 0 a @ 42 CLG, I -O DOOR BELL /GARAGE DOOR SWITCH o ° N F ------------------------I • a� I I L= DISCONNECT SWITCH J �, } I I ELECTRICAL METER M � \ I I UJ S.D. SMOKE DETECTOR Q i N 0 I I C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR N z I I w DIGITAL ` — — — - — CEILING FAN uj w o \ I KEYPAD I WALL SCONCE m 3: _ ISSUE DATE 06/06/2018 CHANDELIER ---------------J o / - Nw SPOT LIGHT o 40bo REVISIONS FLUSH MOUNT FLUORESCENT LIGHT Ld � �® FAN /LIGHT COMBINATION Q PROJECT: 18-0315 < Y cn z SCALE: AS NOTED " " 4 GARBAGE DISPOSAL MOTOR Of Z DRAWN BY: JML & JFT First Floor Electrica- SPEAKER l Plan A B � DESIGNED BY: M i i JS O JUNCTION BOX (Standard) LV. LOW VOLTAGE r ELECTRICAL LAYOUT SCALE: 1/8" = T-0" (11x17) 1/4" T-0" (22x34) V.P. VAPOR PROOF a- A.F. ARC FAULT PROTECTION 07 P. #8 COPPER TO RANGE GFCI PROTECTED. ELECTRICAL #8 TO A/C UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET. POWER CO. _ 6. ALL OUTLETS LOCATED IN THE KITCHEN AND — — — — — — — — — — — BATHROOMS ARE TO BE GFCI PROTECTED. f _ AF #2 -GROUND TO (2) 5/8' RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. f 4 RECESS f NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE l LIGHT E ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT f I f BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. � PRE -WIRE(, „ f f 2 0 0 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA CLG. FAN/LITE ARE TO BE GFCI PROTECTED. AF { f f 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). I 12. ALL SMOKE/CARBON MONOXIDE DETECTORS l / ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER o GFI/ L O S,p• / BATHROOM AND T-0" IN ALL OTHER BATHROOMS. o J �. AF @ 72" NOTES: o 04 0 A.F.F. • THIS DIAGRAMMATIC PLAN IS INTENDED TO M U SHOW LIGHTING AND CONVENIENCE OUTLETS N ONLY. IT IS THE ELECTRICAL CONTRACTORS LL / — _ RESPONSIBILITY TO VERIFY THE REQUIREMENT � N •� — — — — !- AND LOCATIONS OF ALL ELECTRICAL to EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) t S -C3 AND PROVIDE AND INSTALL COMPLETE QO-0)NE _ I ELECTRICAL SERVICE AS REQUIRED PER NFPA, CU CO CV (0 — C NEC, FBC CODES AND ALL REIGNING(0 .•. MUNICIPALITY CODES, STANDARDS AND NC ti C 1 ORDINANCES. '� O opt � V.P`I • LOCATION OF FIXTURES AND / OR OUTLETS ARE O E. . — J SUGGESTED LOCATIONS AND MEET MOST LOCAL 42" — — —_ — — — — — — — L CU s CODE REQUIREMENTS. ADDITIONS OR Cu GFI ADJUSTMENTS MAY BE MADE BETWEEN THE CO Q a- LL O C.M.S.D. q • AL ELECTRICAL WORK A DER AND BUILDER IN THEAPPLIANCES ARE IN m w \ \ FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. Z P' 6TH EDITION (2017) RESIDENTIAL, AND ALL v g APPLICABLE LOCAL STANDARDS, CODES, AND E a ORDINANCES. 0 �� — — — — — — — — �� • VARIOUS SYMBOLS ON ELECTRICAL LEGEND L W F \ MAY OR MAY NOT BE USED ON THIS PLAN. O z II \ _ — v 11 PRE -WIRE w 41 Fn u o BELOW %/ CLG. FANILITELLJ AF o ry AF o S.D. i ELECTRICAL KEY: M l � Y wC 0- Q / F C.M.S.D. CEILING MOUNTED LIGHT o a- O F wo m PULL CHAIN LIGHT � o L_ N ...� PC z � a 0 n f F ui mi RECESSED LIGHT W T'� m U c n PRE -WIRE I WALL MOUNTED LIGHT zr%j� V c v CLG. FAN/LITE I — — — — — — — v, >. - .a WALL WASH RECESSED o 1 LL AF ( DUPLEX RECEPTACLE w c M f- ko ro A 220 V RECEPTACLE a x *N-1 N A S.D. � 1/2 HOT, 1/2 SWITCHED CO Z J AWP WATER PROOF RECEPTACLE < z F \ �\ a z o FLOOR RECEPTACLE n Ld PRE -WIRE FOR CLG. FAN '- f ApA GFI GROUND FAULT INTERRUPT� PRE-WIREui WALL SWITCH L — � CLG. FAN/LITE o o p o 3 -WAY SWITCH Cn - f O C.M.S.D. a L- N �o DIMMER SWITCH r0 a_+ o C) N TELEPHONE JACK o o c� m ate_ V.P. S.D.F H CABLE JACK a .L N A A ® PRE -WIRE GARAGE DOOR OPENER w u f s4 Ln Q 4- ch IN — O f0 FLUORESCENT LIGHT Z o O .Q p V L---- ------ 42" ® ELECTRICAL PANEL = z c�N GF > p ® CHIME Q c N = / ow Q W !n O d DOOR BELL / GARAGE DOOR SWITCH v m F / /. AF — _ = DISCONNECT SWITCH Q>_ f_ 11 PRE -WIRE® ELECTRICAL METER CLG. FAN/LITE I S.D. SMOKE DETECTOR o Q V.P. C.M.S.D. CARBON MONOXIDE/ SMOKE DETECTOR Cn o I CEILING FAN n LJ I fLj - I I��o F _ -- f _ WALL SCONCE = CHANDELIER m ISSUE DATE 06/06/2018 o SPOT LIGHT o o REVISIONS FLUSH MOUNT FLUORESCENT LIGHT = Of FAN /LIGHT COMBINATION c, m PROJECT: 18-0315 SCALE: AS NOTED " " 4 GARBAGE DISPOSAL MOTOR Z DRAWN BY: JML 8� JFT Second Floor Electrical® SPEAKER Plan A B C i i DESIGNED BY: MJS O JUNCTION BOX o (Standard) L.V. LOW VOLTAGE 0 ELECTRICAL LAYOUT >_ SCALE 1/8" 1'-0" (11x17) 1/4" = 1'-0" (22x34) V.P. VAPOR PROOF a- 0 A.F. ARC FAULT PROTECTION " 08 V O - OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND GENERAL I OT ES KEY. V 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR 200 AMP OUTLETS IN FIELD. SERVICE 4/0 SCR AL. AMP NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. METER SEE FLOOR PLAN FOR FUSE SIZE MAIN 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC. A/C DISC. AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE P. #8 COPPER TO RANGE GFCI PROTECTED. ELECTRICAL #8 TO A/C UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET. POWER CO. _ 6. ALL OUTLETS LOCATED IN THE KITCHEN AND — — — — — — — — — — — BATHROOMS ARE TO BE GFCI PROTECTED. f _ AF #2 -GROUND TO (2) 5/8' RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. f 4 RECESS f NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE l LIGHT E ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT f I f BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. � PRE -WIRE(, „ f f 2 0 0 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA CLG. FAN/LITE ARE TO BE GFCI PROTECTED. AF { f f 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). I 12. ALL SMOKE/CARBON MONOXIDE DETECTORS l / ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER o GFI/ L O S,p• / BATHROOM AND T-0" IN ALL OTHER BATHROOMS. o J �. AF @ 72" NOTES: o 04 0 A.F.F. • THIS DIAGRAMMATIC PLAN IS INTENDED TO M U SHOW LIGHTING AND CONVENIENCE OUTLETS N ONLY. IT IS THE ELECTRICAL CONTRACTORS LL / — _ RESPONSIBILITY TO VERIFY THE REQUIREMENT � N •� — — — — !- AND LOCATIONS OF ALL ELECTRICAL to EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) t S -C3 AND PROVIDE AND INSTALL COMPLETE QO-0)NE _ I ELECTRICAL SERVICE AS REQUIRED PER NFPA, CU CO CV (0 — C NEC, FBC CODES AND ALL REIGNING(0 .•. MUNICIPALITY CODES, STANDARDS AND NC ti C 1 ORDINANCES. '� O opt � V.P`I • LOCATION OF FIXTURES AND / OR OUTLETS ARE O E. . — J SUGGESTED LOCATIONS AND MEET MOST LOCAL 42" — — —_ — — — — — — — L CU s CODE REQUIREMENTS. ADDITIONS OR Cu GFI ADJUSTMENTS MAY BE MADE BETWEEN THE CO Q a- LL O C.M.S.D. q • AL ELECTRICAL WORK A DER AND BUILDER IN THEAPPLIANCES ARE IN m w \ \ FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. Z P' 6TH EDITION (2017) RESIDENTIAL, AND ALL v g APPLICABLE LOCAL STANDARDS, CODES, AND E a ORDINANCES. 0 �� — — — — — — — — �� • VARIOUS SYMBOLS ON ELECTRICAL LEGEND L W F \ MAY OR MAY NOT BE USED ON THIS PLAN. O z II \ _ — v 11 PRE -WIRE w 41 Fn u o BELOW %/ CLG. FANILITELLJ AF o ry AF o S.D. i ELECTRICAL KEY: M l � Y wC 0- Q / F C.M.S.D. CEILING MOUNTED LIGHT o a- O F wo m PULL CHAIN LIGHT � o L_ N ...� PC z � a 0 n f F ui mi RECESSED LIGHT W T'� m U c n PRE -WIRE I WALL MOUNTED LIGHT zr%j� V c v CLG. FAN/LITE I — — — — — — — v, >. - .a WALL WASH RECESSED o 1 LL AF ( DUPLEX RECEPTACLE w c M f- ko ro A 220 V RECEPTACLE a x *N-1 N A S.D. � 1/2 HOT, 1/2 SWITCHED CO Z J AWP WATER PROOF RECEPTACLE < z F \ �\ a z o FLOOR RECEPTACLE n Ld PRE -WIRE FOR CLG. FAN '- f ApA GFI GROUND FAULT INTERRUPT� PRE-WIREui WALL SWITCH L — � CLG. FAN/LITE o o p o 3 -WAY SWITCH Cn - f O C.M.S.D. a L- N �o DIMMER SWITCH r0 a_+ o C) N TELEPHONE JACK o o c� m ate_ V.P. S.D.F H CABLE JACK a .L N A A ® PRE -WIRE GARAGE DOOR OPENER w u f s4 Ln Q 4- ch IN — O f0 FLUORESCENT LIGHT Z o O .Q p V L---- ------ 42" ® ELECTRICAL PANEL = z c�N GF > p ® CHIME Q c N = / ow Q W !n O d DOOR BELL / GARAGE DOOR SWITCH v m F / /. AF — _ = DISCONNECT SWITCH Q>_ f_ 11 PRE -WIRE® ELECTRICAL METER CLG. FAN/LITE I S.D. SMOKE DETECTOR o Q V.P. C.M.S.D. CARBON MONOXIDE/ SMOKE DETECTOR Cn o I CEILING FAN n LJ I fLj - I I��o F _ -- f _ WALL SCONCE = CHANDELIER m ISSUE DATE 06/06/2018 o SPOT LIGHT o o REVISIONS FLUSH MOUNT FLUORESCENT LIGHT = Of FAN /LIGHT COMBINATION c, m PROJECT: 18-0315 SCALE: AS NOTED " " 4 GARBAGE DISPOSAL MOTOR Z DRAWN BY: JML 8� JFT Second Floor Electrical® SPEAKER Plan A B C i i DESIGNED BY: MJS O JUNCTION BOX o (Standard) L.V. LOW VOLTAGE 0 ELECTRICAL LAYOUT >_ SCALE 1/8" 1'-0" (11x17) 1/4" = 1'-0" (22x34) V.P. VAPOR PROOF a- 0 A.F. ARC FAULT PROTECTION " 08 V O z x SCALE. N.T.S. SCALE: N.T.S. o CONCRETE BLOCK HEADER OR STEEL LINTEL PC EXP. STRIP OPC ANCHOR STRIP - GLS. BLK. PER PLAN — — PC PANEL REINFOR. SEALANT PC ANCHOR STRIP ` �EXP. BOLT (2) PER ANCHOR I MORTAR ASPHALT/51 EMULSION ``��••...•..•••��,y��,�� CONC. BLOCK �. ° 0o oQ;••`� � 6•.2 , 0 WALL aim o 00 _ :a w: W W �; Q EXTERIOR FINISH z ;Z�':> z °� o ��nnt CD o E PANEL ANCHOR CONSTRUCTION r- co 0 PC PANEL REINFORCING (TOP): USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN 0 � J C6 THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO LL r PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ � Vj -- � — "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' >� j N LENGTHS AVAILABLE. > •L CD 0 cu cq 0 co PC PANEL ANCHORS (MIDDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE 4? �. = SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED- •� O THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1[" WIDTHS X 24" LENGTHS. O E " � � .�cu Q EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE 0 D' LL' STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO 1 r: 4. 4 EXPAND &CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC z EXPANSION STRIPS ARE AVAILABLE THICK X 4 WIDE X 24 LONG. FOR PANEL ANCHOR CONSTRUCTION, 5 g STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 31" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, a� FOR 3_., "THINLINE" SERIES BLOCK. E - w INSTALLATION NOTES: E Z 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL - w 00 w LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. �_ o 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT' w INSTALLATION. 0 �Q 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO oSETTING WINDOW INTO OPENING.BLOCKDETAILS 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE GLASS N a_ Q OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN SCALE: N.T.S. o0 a - INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC m 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE ABOVE ROOF WITHIN 10' R905.2.7 0 MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP CDX PLYWOOD OR O.B.S. _ o WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. LATH AND STUCCO V) M > a > 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. PRE -FAB CAP - OVER CHIMNEY w � w V N 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. "J" METAL FLASHING Q a -� ` 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE HCDPL/R TYP. z CV V c 4 m OF EXPANDABLE FOAM WILL VOID WARRANTY. 4x5 BASE FLASHING ._ 'o 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE ALLOW 1/4" GAP AT SILL BETWEEN ' R.ROOF 7/8" STUCCO PAPER COVERING PER PLAN o rL O �r*4 STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. OVER BACK WIRE MESH U.N.O. ,� ,� 15/32 C.D.X. OR 7/16 O.S.B. (MIN. o �„ z U Q w 102 (� �-- �O 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER 1/2" PLYWOOD EXTR. SHEATHING - 2.5:12 PITCH) a fa N N � EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FBC w w o 2x's @ 24" O.C. W/ HUGHES NfP35 w J ATTACHED TO SHEATHING z FLASHING SEQUENCING: WHEN GREATER THAN 24"x24". ujz i =o • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2x4 BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. TRUSS @ 24" O.C. o • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING.. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. � �` I / , TRUSS @ 24" O.C. Q V) C N NOTE: w� a o Q ROOF COVERING PER M SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. PLAN z n ,-� I ROOF UNDERLAYMENT a- TUJ c 00 N IMPORTANT: FIRE IBLOCKING NG 2x4 BLOCKING '� 15# FELT DRAINAGE PLANE METAL FIRE ROOF SHEATHING Q -- '� M IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH WOOD BASED EXTERIOR SHEATHING- OSB AROUND FLUE LINER 6" MIN. LAP ON METAL z o N C aj W APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS a 2x4 #2 SPF OR #3 o .- 'Q WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER SYP STUDS @16" O.C. � c=, `-' ,0 > L C WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE 7/8' NOMINAL STUCCO THICKNESS { Q o =p � o O INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. /./ /�� , / i o C) m Q w O a PAPERBACK LATH 15 PEEL AND STICK TAPE a a MANTLE / if ' / z w METAL OR PLASTIC EXPANSION JOINT - ' LLJ DRAINAGE PLANE OVERLAP CONTROL BEAD ' d /�j /;/ Q co Of FLASHING AND MEMBRANE STRIP OVER WOOD i n FRAME / MASONRY CONNECTION. / f [ I. _I/ /%/ i w MEMBRANE STRIP COVERING WOOD FRAME 4 � � w � W mw INTERSECTION UNDER EXPANSION JOIN EQUAL �� PRE -FAB FIRE BOX Q TO PROTECTO WRAP BT-20XL-9' WIDE. TO DAMPER I i% w EXTEND 28 BELOW THE CMU 18" NON-COMBUSTABLE f i''/ _ � ISSUE DATE 06/06/2018 1/2" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH i v, � REVISIONS FOUNDATION o a PROJECT: 18-0315 v' Y Z SCALE: AS NOTED < z DRAWN BY: JML & JFT VALLEY RAFTER _ � DESIGNED BY: MJS 0 N SCALE: 3" = 1,_C,, DETAILS 2 WINDOW FLASHING DETAILS SCALE. N.T.S 20 STUCCO BOND BREAK/FLASHING DETAIL PRE -FAB FI REDOX �LASHI NG DETAIL � D1 SCALE. N.T.S. SCALE: N.T.S. o GENERAL NOTES ENGINEERED LUMBER FIELD REPAIR NOTES 1 ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF 1. OMITTED REBAR 1h DEX OF DRAWINGS FOUNDATIONS THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED MAX. DRY DENSITY AS DBEAR NG CAPACITY 0 OEPSF MINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO SHEET SHEET TITLE MANUS SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE �7 TERMITE TREATMENT VALUES AS FOLLOWS: 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING COLUMNS BEAMS STUD BEND). REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE E = 1,700,000 IbAn' U.N.O. E = 2,000,000 Ibhn2 U.N.O. E = 1,500,000 Wing U.N.O. 2. STRAPS/CONNECTOR SUBSTITUTION Sc STRUCTURAL NOTES Q FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT /� W LIST OF REQUIREMENTS Fb = 2650 Fb = 3000 Fb = 2200 &LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL sic FOUNDATION PLAN CAST IN PLACE CONCRETE Ft = 1650 Ft = 1700 Ft = 1500 MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF Fc II= 3000 Fc II= 3000 Fc I1= 2100 3. STAIR CONSTRUCTIONw S2C DOWEL PLACEMENT PLAN 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, Fc j = 450 Fc 1= 900Fc 1= 450 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE ,^ - AND AMAXIMUM WATER/CEMENT RATIO OF 0.58. Fv = 285 Fv = 285 Fv = 150 ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO USED FOR RISERS &TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) S3 FOUNDATION DETAILS o 2. 4. METAL STUD SUBSTITUTION ASTM A-615 N 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 CONDITION U.N.O. DE 60 MIN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN. 5. OMITTED JOOD D -BOLT BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS S4C LINTEL PLAN WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CEILING CONSTRUCTION -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. MIN. 7" EMBEDMENT. S5C FIRST FLOOR FRAMING PLAN w 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. ``�,l��„�/ � 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE �� -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" 2. 5/8 TYPE X GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN w ```�� * /�* ui REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND LIVING SPACE IS ABOVE THE GARAGE. J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS S6 NOTES CON N ECTOR LEGEN D SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301. 6. MORTAR JOINTS `� ��G�°......°��,/" d 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCKAFFECTED (NO VERT. REINF. REQ'D) ' q V , t� w00 BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND MEANS AND METHODS -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON S7C ROOF FRAMING PLAN (� � �Q'� ° °M' ti a°ZZ � J Z AT EACH END SHALL BE PROVIDED. CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. Z " �w w �: J = = U� 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS Ist (2) S D 1 GENE RAL DETAILS � �" w ° �` ~ � a = a J ��iU Q O, z � a JO 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, /� m i :, co� :� O` W aN CENTER TO UPPER 1/3 OF THE SLAB. FRAMING PLANS /DETAILS ALONG W/ CONNECTOR &COMPONENT MANUFACTURERS' THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG S D2 GENERAL DETAILS Q : -7� a BOLTS AND THREADED RODS SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND -FOR BLOCKS NOT STAGGERED GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. VERT. REINF. IN EA. CELL, CONT. PER PLAN. p 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS UNDER STAIR PROTECTION 7. OVERHANGING CMU WALL SD3 GENERAL DETAILS _j FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR CELLS PER PLAN. S D4 GENE RAL DETAILS F OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES p 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE (12.7MM) GYPSUM BOARD. 1N WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN S D5 TWO STORY DETAILS cn OF MECHANICALLY DEPOSITED ZINC COATED STEEL WITH COATING WEIGHTS IN METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. O W ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, S D6 TWO STORY DETAILS 0 ~ MASONRY WALL CONSTRUCTION METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL > 1 DTIUNITSMINIMUM WEIGHT, SD P,AND/OR HAVE THE APPROPRIATE COATING DIFFERENTENT TYPES O d w CONFORMING TO ASTM C90,W/A NET COMPRESSIVE STRENGTH OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ST1 GENERAL STAIR DETAILS a D 1. WOOTREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE PSI (fm = 1900 PSI) w_ 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM G50 ZINC COATING _ 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE O 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. � SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE a 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS PRESERVATIVE WOOD TREATER. FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF w Z 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK ASTM F1667 a O WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE PREFABRICATED WOOD TRUSSES FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 0 POSITIONERS IN MIDDLE OF WALL SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT z U 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL C W COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. w 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED: CL ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS U 10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" AND STRUCTURAL PLANS FOR MORE INFO. W 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METALU_ 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 0 LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CELLS BELOW THE USE OF FELT PAPER AS A STOP IS PROHIBITED z 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO LATEST EDITION OF ANSI TPI 1. CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. . 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ MANUFACTURER UNLESS NOTED ON PLANS EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF CONSOLIDATION. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY WOOD CONSTRUCTION TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TRUSS DESIGN LOADS: SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) TOP CHORD: Lr = 16 PSF 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY DL = 7 PSF (SHINGLE TYPE ROOF COVER) GRADED "No.1/No.2" BY NLGA, OR BETTER. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" DL = 14 PSF (TRUSS OVERBUILD) SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. BOTTOM CHORD: DL = 5 PSF 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF MINIMUM FLOOR DESIGN LIVE LOADS: SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING C) DECKS = 40 PSF D) STAIRS = 40 PSF WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. SHALL BE SPF#2 OR BETTER U.N.O.. MINIMUM FLOOR DESIGN DEAD LOADS: 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING A) FLOORS = 15 PSF B)BALCONIES = 15 PSF (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. GENERAL LOADING: 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD ATTIC WITHOUT STORAGE = 10 PSF SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. ATTIC WITH LIMITED STORAGE = 20 PSF 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER GUARDRAILS IN -FILL COMPONENTS = 50 PSF AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS DURABLE OR PRESERVATIVE -TREATED WOOD. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/APA 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS BY OTHERS. LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL 12d TOENAILS EACH END. HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS HSS2 STUD SHOES, TYP U.N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. U1 STANDARD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE CLB ACROSS TRUSS WEBS 13.. UNTREATED NTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT WOODEN TOP PLATES. TABLE WITHIN BCSI-BX. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 1. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 2. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 3. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. O U) O+ U° Ofa W A� o LLF Of HO 060606060606 D Z U z 3� °e� - 0 .J z a m � Z U_ U_' Ix O �w O '` w _ z �0t E QJ M :D^ O U 06- O co~ U T O r, U' wZpMc H W ti -..I JQQD}O U _ D(n_OW_vco F-- z < 0 2 ii o a W v, VofQWJ°- O (_ Z�OM v 00 CD z LU W N a 0 - 0 z V J w O W ; ; SYMBOLS LEGEND FOUNDATION NOTES: ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE CONT. FTG. TO TIE BEAM (8'-0" O.G. MAX U.N.O.) LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS • INDICATES GROUT FILLED CELL WITH 2 VERT. GRADE 60 #5 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH O PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR 30'-0" CONT. FTG. TO TIE BEAM. BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q 14'-0" 16'-0" 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM W 151-4" 8" ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. A/C INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.LAP SPLICES SHALL BE NO LESS THAN 30". W PAD F01 GRADE 60 #5 CONT. FT.G TO TIE BEAM. S3 2.6 2.6 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. ►� 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. ® ® ■ ■ ■ ■ bo 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0 O ® SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F= CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 0 ® PAVERS THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR w I4F01 0 USE ALTERNATE APPROVED METHOD. _ V_ O S3 �" 001 11 `C 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 0 `i��11111111//��' a ® ~ �` COMMUNITY & COUNTY CODES. 00 ' N ( 3'-0" 8'-8" 4'-4" 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O ��r�`. •••••••��••�I/j �� J ov SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE Z ti Q�.� •��2 VN ' AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION 0 � a 6' • 11! HINSTRUCTIONS. W � w O J '�.-+ I v ® • • ® 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q • ) ~ O' Z DZ i O H • O �� 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED �d. ••• �`z'> O�3 2 2 DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO �i�''• ��LL Fq111 DETERMINE STEP LOCATIONS IF REQUIRED //�* m 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS S3 S3 AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD ® I FOOTING STEP DOWN AND CORNER INFORMATION. O ® N ® 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 0 W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH cq Q PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 0 I °°° _ 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER o 0 0'-0" FIN. FLR. I F01 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS a FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W O Zo I S3 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL _ 4" THICK CONC. SLAB W/ CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FIBERMESH. OVER 6 MIL VAPOR I FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. � O BARRIER OVER COMPACTED FILL. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, Q COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). ® 6'-0" ® THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS U 2 -STORY FTG. BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 w Z 7 -2 ( 6 -0 10 -10 PSF. a Q 0 2.3 F ======I 3 F06 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p v I DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE U 0- r'" S3 I STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND 0 FOOTING SIZES PENDING DEPTH OF STEMWALL Q (� ® i -� I 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE W W LL 77-1I— ® HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE—STOP— � p F06 I IF CONTACT E.O.R. PRIOR TO CONSTRUCTION . Q a I 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING = ■ ( I I S3 SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE U W I I FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION p ,� F06 MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION (0 NS3 ( ■ PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE ZO c') O ® a) CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY W co I ( I ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT U O REQUIREMENTS ARE MET. o Z o ® 1s'-2" 10'-10" FOOTING SCHEDULE Z 9 15'-6" o _ pq o m ® I 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U J °, _ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. ^^ V z °� cc BARS & 3" MIN. COVER TO EDGE OF CONC. F- I PRE -PLUMB Lo O 12"x24"x12" dp w/#5's EQUALLY SPACED EA. �, 0 Z L.T. 3-8 0 24 SIDE @3 O.C. & MIN 7 I ( = 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN Q ` Z 3 #5 PARALLEL TO 12" co C� BARS & 3" MIN. COVER TO EDGE OF CONC. O SIDE 6" O.C. LL O W 1C (Q o F03 i 24"x24"x12" dp w/#5's EQUALLY SPACED EA. Z LLI U ti w I I S3 I 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. _O J rn H m r- E BARS & 3" MIN. COVER TO EDGE OF CONC. P .�O C) I Q (n U F01 i�--_- 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U cA Z : N S3 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. OJ 0 W Z 0 M ii i F06 BARS & 3" MIN. COVER TO EDGE OF CONC. w 0 Z Q O � �_ N I 91-4" 11 S3 - I 30"x30"x12" d w/#5's EQUALLY SPACED EA. H W Z ~ U~ m - o - U_____� o - I F07 p J J pd 0 >" o 0 ® 2 STORY FTG. R- 2.5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. _ U N O v r_S3 BARS & 3" MIN. COVER TO EDGE OF CONC. ~ ~ U W O Q c T�F01 ( I F03 (_)3_ ® 32"x32"x12" d w/ #5's EQUALLY SPACED EA. ~ Z 0 02 w Z 6i 0E J� 6 i L__J S3 O 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z W O Q W Q O= BARS & 3" MIN. COVER TO EDGE OF CONC. Q W _j a °O p W Q LL CO ® ® ■ ® 36"x36"x12 dp w/ #5's EQUALLY SPACED EA. _ < O (D O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O (n Z Cl) ■ 3 -8 ® BARS & 3" MIN. COVER TO EDGE OF CONC. U O a0 0 F11 PRE -PLUMB FOR 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q S3 L WATER SOFTENER 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z (-)0 ( BARS & 3" MIN. COVER TO EDGE OF CONC. 0 T 3.5,4, (-)0 -4" ® 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. ( N - r �5 WAY MIN71. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. I F06 a- m: _ BARS & 3" MIN. COVER TO EDGE OF CONC. 2 v PAVERS S3 I 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 0 0 a w t 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. t I BARS & 3" MIN. COVER TO EDGE OF CONC. 0 D10 48"x48"x16" dp w/#5's EQUALLY SPACED EA. OJ Cl) W C ■ S2C a 0`0 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 0 > 2 I BARS & 3" MIN. COVER TO EDGE OF CONC. O Z J W 11 I ® 48 x48 x24" dp w/ #5's EQUALLY SPACED EA. 3: W U_ 00I4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. w •, W co, I ■ ■ I ■*1 o } - BARS & 3' MIN. COVER TO EDGE OF CONC. F- W L J. I 0)N N o F02 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. z Z W ,� �- S3 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q Q Q 8 71.81' 1 -0 ' c� r` BARS & 3" MIN. COVER TO EDGE OF CONC. U) :D 0 20'-0" 54"44"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W BARS & 3" MIN. COVER TO EDGE OF CONC. O W O 54"44"x24" dp w/#5's EQUALLY SPACED EA.R 00 Z 0 �5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. w Q f 0 F02 I S3 BARS & 3" MIN. COVER TO EDGE OF CONC. z a a N 60"x60„ x16” dp w/#5's EQUALLY SPACED EA. ® ® 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BLDG DESIGN: -- F13 W BARS & 3 2.6 � G O " MIN. COVER TO EDGE OF CONC. STRUCTURAL ENG: MCD S3 � 2.6 _ 6646"x`16"dp w/#5's EQUALLY SPACED EA. w DRAFTING: 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. o -DESIGN: - BARS & 3" MIN. COVER TO EDGE OF CONC. t=--STRUCT: JW QC CHECK: CC U) JOB No. PSQ-21— J DO DO SCALE: AS INDICATED FOUNDATION PLAN z D D Ow DATE: 02/28/17 9'-4" 214" 16-0" 2'-4" L cn sic -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. 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. J Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z w 0 6-8" X-8" 14'-8" 11-4" INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. r; 0 N ■ ■ ■■ ■ (1) # 5 @ TOP, BOTTOM ❑ zz ■ & @ 24" O.C. VERTICALLY BETWEEN o COLUMN & MAIN 13 C? w N HOUSE CMU ❑a. G)® - w `��f a lll,, u.i It 3,_0„ 8,_8„ , A„ FILLED CELLJE51v �,�.••' �.> tij �� Y o 4 -4 `n •. .•• - Z z .•� rn • 2% JCC PLAN VIEW CO J •IL_u �: a =0 J 00 �W•�i ° Q �`z=W Q �2.�z v:p_ oVw ® • • (1) CONT. # 5 FROM ��y •'• } 0 - TIE BEAM TO FOOTING O �i�� •.....• O �� tJi. • i R LL w ih MASONRYWALL � REINFORCING PER CD °° ■ ® (1) # 5 @ TOP, BOTTOM PLAN (TYP). z W --_� & @ 24" O.C. U) I -- VERTICALLY BETWEEN 5;Q I I COLUMN & MAIN ' o °°° HOUSE CMU o "v w r; 0 SECTION VIEW O J 00 J Q fiDl MASONRY COLUMN TIE IN ® ® 1/2"=1'-0" w z J O O o O F --='____=====a 0 F z �61�//�� L-------------- J c VJ ■ N M of �I I I I I I I ■ W W 00 ! I 1 I I I F- - p Q , WM bo 0 (V ■ O - ® 0 U c LLT ■ ° o w z 8 ■ _FP ., Q V Z . co LCL. Z (D � M ~ co o < i/� W o 0 0 E ti ® Q Q. p J�� U T----- , V LL °6 - O _ r` rn_ fn Z N , O J Uw pcor..� Z F -Z> 00= =V F'- m — w J W J�OJp}o 2 ® LL J Z '^ IV Ui O o Yo LL ---------J Q W w Q �- N _ 2 LL Z 0 U ■ ■ U Oc 0 Q G 41-811 0 (V ■ w La O 0 N r ao � O o O J zo o Wc ■ z w ■0JW T N ■ W =Wtj ■ ■ ■■■ W >- W z w Z a 1'-8" 6'-8" 1'-0' co _ F_ U to _ W �e o O Z (D CL a N _ ■ ■ BLDG DESIGN: U) STRUCTURAL ENG: MCD wDRAFTING: -DESIGN: N STRUCT: JW ■ • • ■ QC CHECK: CC I-- cn JOB No. PSQ-21— -011 16-011 -011,SCALE: AS INDICATED D0 DATE: 02/28/17 OWEL PLACEMENT PLAN w 1/4"=1 -0 S2C (— COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRG WALL BACK MASONRY WALL 2x BRG WALL PER Q BOND BEAM IN FULLY BOND BEAM IN FULLY ABOVE - WALL SO GYP FINISH IS ;It' : �_� SEE PLAN PLAN AND BEARING z GROUTED CELL. GROUTED CELL. ANCHOR TO HAVE MIN. FLUSH W/ z SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP WALL SCHEDULE w ' 7 EMBEDMENT BELOW MIN 5" FOUNDATION BELOW p WHEN MONO DEPTH I WHEN MONO DEPTH _ MASONRY WALL .I I. EXCEEDS 26". IF cn r1 CONC. SLAB PER LOWEST STEP OF CONC. SLAB PER I EXCEEDS 26 . IF ch SEE PLAN ti FOUNDATION PLAN - -v DEPTH IS LESS THAN w � I CURB FOUNDATION PLAN � DEPTH IS LESS THAN 26", THESE BARS ARE ¢ ,r X (1) #5 CONT. W/ 1-1/2" W M W " ti CONCRETE SLAB PER CONCRETE SLAB PER > I 26 , THESE BARS ARE ¢ r- I NOT REQUIRED NOT REQUIRED COVER TYP. z Q N FOUNDATION PLAN I' FOUNDATION PLAN a cn W ¢ > 2x P.T. BASE PLATE w CONCRETE SLAB PER W a > I z #3 STIRRUPS @ I VARIES Q FOUNDATION PLAN O SEE PLAN > d, . i 4•: o 48" O.C. WHEN ° •. •... _ a •• r.. - ° • W MONO DEPTH d• 1 . oo I d! 'I Ir oo - - EXCEEDS 26 , IF -I I - GRADE z #3 STIRRUPS @ GRADE - _ _ - - _ - 1111 • d•'. 4. T I LE - •'' I' - 48" O.C. WHEN - .IP. - gC • • ° I I `° o •' •' 'd ' _ - - - • - ° III -'I I z ��11 111 DEP H S SS I— I I— ' 1 —_ _ CC I= I I _ __ _ _ - III _ " — — _ — — — p * a _I z o MONO DEPTH I I i Z o -- , _- g I- • I O ♦ �G THAN 26 _11 • ' I I (- I- - I I, _ I 1r— ' —I I - III -III- I _ - OQ _ -, rr _ • I �, I I , III _I I — I _ • Z Z I—I I—III— d — I I —I I L, �ti W THESE BARS I . ° ( I o M EXCEEDS 26 , IF - - I • .. I a o I I 8 6 I - - - _ , - —I U �`�.•••• ••• •• �e� Y o �— I I=1 I a I I=� DEPTH IS LESS �— I I—I I :- _ I I- — I I—_� — — _ — — -- 26 ARE NOT REQ'D III I I - .. III- THAN 26,r f I I III - —III—III I —III III=1 I -1 I I I I = I- z Z. a -�y� o o': W ' _ — THESE BARS _ (1) #5 BAR CONT. III .r ' I „ '11 I I I I 1 , I (, I �_ �w w Q S� (2) #5 BARS CONT. I - = I = ►- m. - p ,- ,-1 , - ' i I ARE NOT REQ'D I I I (=III=III CLEAN- COMPACTED W/ 3 COVER TYP. 8 16 4 p _ �� o Q O� � _ , III=III-III • Z. W/ 3" COVER TYP. CLEAN COMPACTED (2) #5 BARS CONT. r1 FILL @ 95% STANDARD CLEAN COMPACTED 2 #5 BARS CONT. WJ Q i '. \�. �� Z ,1 1 rr FILL 95% STANDARD " 8 1 -4 DENSITY o O 6" 8" 8" 10" �i •h • •' ♦♦ @ W/ 3 COVER TYP. FILL @ 95 /o STANDARD DENSITY DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. o ��''8 * . PCO `\ ♦ U_ ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED " ��N1111111N�� MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD FILL @ 95% STANDARD = WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2 CLEAR TO GRADE AND 1-1/2 CLEAR TO SHALL BE 1'-4" WIDE W/ 3 #5 BARS DENSITY DENSITY w SHALL BE 1'-4" WIDE W/(3) #5 BARS O ANY FACE EXPOSED TO ANY FACE EXPOSED TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG O WEATHER WEATHER SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS Z o W fiFO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN o Q ro 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"-1' M -011 3/4"=1'-0" a W F- O J Q W Z J O d 2x BRG WALL PER (1) #5 FROM FTG. TO PLAN AND BEARING TIE BEAM SPLICE TO WALL SCHEDULE BE MIN. 30" GROUT CELL SOLID 2x P.T. BASE PLATE SEE PLAN FOR CLEAN COMPACTEDSHOWER SIZE FILL @ 95% STANDARD DENSITY II CONC. SLAB PER I p CONC. SLAB PER�-- 8"x12" THICKENED a O _ `. _ > FOUNDATION PLAN I z FOUNDATION PLAN o I— • Q a W p OPTIONAL CURB BY SLAB W/ (1) #5 CONT. ca I " - BUILDER W/ 3" COVER TYP. z } :. : a I #5 CONT. O "v li0 _ I� AA... ..: P4. z M CONC. SLAB PER z w �. _ REINFORCEMENT SEE z '" GRADE FOUNDATION PLAN j - ;..�° d . ". w p I d FOUNDATION PLAN O _M�10911 . we" see men now'"Ma •'.. 'I:_—..y;—_ —--_ 1 d •z —I - .' , .. -1 I—III—I III—� I I • _ a_ -A _ I o _j " -I :' ......: I _ — — • d — —• : • • ' e . a --s • - . •O • • - -I I 1—III— - - - - d •.. d s �.' I - .�.a w GRADE '1 - - =III=I (1 =. I -�. :' 90 -DEGREE #5 HOOK a ----- :..._.. I - III I I - - _ =1 I I = I _ ... , • , III III- . ; - I •. BARS AT CORNER OR ui d III I 111= I I=1 I I I I I_I z — I ... . — — 8" 4" — _ ' —I I � � III—III I I ., -1 I IEZ:1 I I a . ' o _ a d. BEND CONTINUOUS #5 GO Z (-III �, • VERIFY PLAN DETAILS ° ' "' - . I 8 o III I- — I - s w —.au" — - ... I d • '_ , .. 1a I— (2) #5 BARS CONT. W/ III—I I III- ;lll-I - _I 1 8 I I IF w p ° FOR REQUIRED #5 • : '' :' .' ° BARS AROUND V w o -;S _ - - _ - - a - i — I I- _ _ 1 -III L III=1 11= _ (2) #5 BARS @ TOP III-- _ - I I� . •' III -CONT. BARS. MAINTAIN a : I : • CORNER. LAP REBAR U z o 3" COVER TYP. 8" 81' 8" 8,1 = -r -e. III=1 I III -1 I 1 WHEN MONO DEPTH , 1 I I—I i I -I I -- - _ a� M- G _ _ - -III=1 I �—' ' — _ � „ �. — — — — —•—� — 1j. 0 _ 3 COVER. TYP. � PER DETAIL MD08 ON F•- o III=) (I III III I I 1=1 -I ISI -I : • d• 'a LINTEL PLAN p Z Q m -,-, _ EXCEEDS 26". IF _ _ -1 I I III -1'-4" I I DEPTH IS LESS THAN -16 MIN. - 16 MIN. ,. Q 7 Z 26", THESE BARS ARE VERIFY PLAN DETAILS III -I I 1=1 I 1=1 I I BEND EACH CONT. #5 O C7 �' M #3 STIRRUPS @ 48,1 w0 W NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, O.C. WHEN MONO CONT. BARS. MAINTAIN z W V ['- W DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED OR INSTALL #5 HOOK O V W/ 3" COVER TYP. 0 3" COVER TYP. BARS FOR EACH CONT. F= -j M m ►� E WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS FILL 95 /o STANDARD _..I o SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER V Q °� (0 O m N " DETAIL MD08 ON O U W Z p ch ARE NOT REQ'D LINTEL PLAN w Z Q p > cCOo N z: Wm p AFOkFOOTING AT INTERIOR BEARING AFO FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGENF�OTYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) _ Z ° o 3/4"=V-0rr 3/4"=1'-0" ~ - (A Q R O < ui o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" � Z o Oz � W W E W H O Ozl--wYO 8" C.M.U. FINISH PER z W U W¢ a 8" CMU o W < W O ELEV. FINISH PER ELEV. p Z � O co FINISH FLOOR CONC. SLAB PER U O WO o Z FOUNDATION PLAN FINISH FLOOR Z � PENETRATING PIPE - MAX. 4" PENETRATING p w N • " •.: •.. :.' #5 LOOP TIE (TYP.) a .... .4' PIPE. MAX 4" O • : d • RADE WOOD POST PER PLAN o - v FILLED CELL PER PLAN M v: . + REFER TO _ : •. - FOR SIZE AND BASE Vii'.: + ' �,: ': FOUNDATION PLAN - CONNECTION z 0 - NOTE: AT FRENCH _ : •' - - :. _ V J • FOR CONT. - DOOR LOCATIONS. :�� _ TOP COURSE TO BE p CONTRACTOR TO M - - - - - - - 4"lit Z FOUNDATION PVC SLEEVE MAX - I I Q CHAIR BLOCKS. O W o INFORMATION 6" DIAMETER - =I =I I �- W W > VERIFY WITH DOOR GARAGE i - ENTIRE BASE TO BE p MANUF. FOR SLOPE - ih Z °..+. FOOTING PER PLAN z FOOTING PER PLAN g 1= a FILLED SOLID SEE ELEVATION — O J W tt REQUIRED RECESS — — J —� _ I I CMU BASE W/ (1) #5 LU THRESHOLD PER MFR'S. - z ' —III -I I CLEAN COMPACTED w = W SPECIFICATIONS TOP VIEW @ CORNER FRONT VIEW PVC SLEEVE FILL @ 95% STANDARD VERTICAL @ EA, LV � ( ) MAX 6 DIA. CORNER. SEE PLAN - (SIDE VIEW) DENSITY p � Z THRESHOLD PER FOR BASE SIZE; BARS a Q Q n' EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER TO TIE INTO EXT. FTG. • - MANUFACTURERS IA. • cn C,� SPECIFICATIONS FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN GARAGE WALL BY TIE IN OR EPDXY ,, : • z x _. Q t BEYOND CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION I d I O ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS (2) #5 x 4'-0" BARS I Q ? U U) M _ CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE W CONC. SLAB PER w ° a s a .° • I w p 0 Y 00 Z DRIVEWAY BY PENETRATION FOOTING PER MF08 ON FOUNDATION PLAN w ba d _ THIS SHEET BEYOND ° W w Q m 4, - BUILDER -CONCRETE - - .a °'' d - . a d a W z M OR PAVERS _ Q a : d 0. N -1 I I—III �` III=� I I— d :d CONC. SLAB _I ......4 ;III=III O I I=III- _ PAVERS PER PLAN PITCH - _ ° BLDG DESIGN: M :. d. _ _ `I III—I —III I' SLOPE III -1 I I—I I �- I I III III—_I I — :' —. ° d• I. GRAD STRUCTURAL ENG: MCD a d v' _ —I j 1= 4-F1— — W DRAFTING __4 —I—I I -I :. II=1 PER DOOR MANUFACTURER d d - SLOPE EXT. SURFACE -III = - - -III-) I I` CLEAN COMPACTED _ a . d Co _ z -DESIGN: OR GRADE 1/8" PER - -III FILL @ 95 /o STANDARD -I I-) _ g -III- .d °< d I (� REFER TO SEE FOUNDATION FOR - d • . I=I IZ-STRUCT: JW FOOT AWAY FROM -I I I I! I I L I III (III I I I I- I DENSITY o III-� I I=III-III" _ BUILDING „ 8" x 8" THICKENED - - _ = I-- FOUNDATION PLAN PAD SIZE =I I A I..' 4 . :• a :.I --j-9 • d QC CHECK: CC 4 8 PIPE PARALLEL TO FND -III=I I III III III=III- CLEAN COMPACTED -I �_now _ ��._ �._ _ • I— 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. = SEE FDN. - FOR CONT. FILL @ 95% STANDARD I I III J JOB No. PSQ-21- III FOUNDATION • ' ° • AS REQUIRED W/ 3 COVER, TYP. PLAN FOR •0 Q SCALE:- AS INDICATED INFORMATION DENSITY (I - - I- z SIZE & REINF. - - - wp DATE: 02/28/17 F11 EXTERIOR DOOR POURED SILL F13 THICKENED EDGE @GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ENTRY MASONRY COLUMN "_ 11 " 1, w3/4"=1 3/4 -11-0 3/4 _ -1,-0 3/4"=1'-0" 3/4"=1S3 '-0" —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE TO CONTRACTOR: U a ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D R FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z < 0 U ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. MIN. 24" BEFORE :. '' d, w 0 w g z ANOTHER STEP • 'A ..._ Q CONC. SLAB PER I p CONC. SLAB PER�-- 8"x12" THICKENED a O _ `. _ > FOUNDATION PLAN I z FOUNDATION PLAN o I— • Q a W p OPTIONAL CURB BY SLAB W/ (1) #5 CONT. ca I " - BUILDER W/ 3" COVER TYP. z } :. : a I #5 CONT. O "v li0 _ I� AA... ..: P4. z M CONC. SLAB PER z w �. _ REINFORCEMENT SEE z '" GRADE FOUNDATION PLAN j - ;..�° d . ". w p I d FOUNDATION PLAN O _M�10911 . we" see men now'"Ma •'.. 'I:_—..y;—_ —--_ 1 d •z —I - .' , .. -1 I—III—I III—� I I • _ a_ -A _ I o _j " -I :' ......: I _ — — • d — —• : • • ' e . a --s • - . •O • • - -I I 1—III— - - - - d •.. d s �.' I - .�.a w GRADE '1 - - =III=I (1 =. I -�. :' 90 -DEGREE #5 HOOK a ----- :..._.. I - III I I - - _ =1 I I = I _ ... , • , III III- . ; - I •. BARS AT CORNER OR ui d III I 111= I I=1 I I I I I_I z — I ... . — — 8" 4" — _ ' —I I � � III—III I I ., -1 I IEZ:1 I I a . ' o _ a d. BEND CONTINUOUS #5 GO Z (-III �, • VERIFY PLAN DETAILS ° ' "' - . I 8 o III I- — I - s w —.au" — - ... I d • '_ , .. 1a I— (2) #5 BARS CONT. W/ III—I I III- ;lll-I - _I 1 8 I I IF w p ° FOR REQUIRED #5 • : '' :' .' ° BARS AROUND V w o -;S _ - - _ - - a - i — I I- _ _ 1 -III L III=1 11= _ (2) #5 BARS @ TOP III-- _ - I I� . •' III -CONT. BARS. MAINTAIN a : I : • CORNER. LAP REBAR U z o 3" COVER TYP. 8" 81' 8" 8,1 = -r -e. III=1 I III -1 I 1 WHEN MONO DEPTH , 1 I I—I i I -I I -- - _ a� M- G _ _ - -III=1 I �—' ' — _ � „ �. — — — — —•—� — 1j. 0 _ 3 COVER. TYP. � PER DETAIL MD08 ON F•- o III=) (I III III I I 1=1 -I ISI -I : • d• 'a LINTEL PLAN p Z Q m -,-, _ EXCEEDS 26". IF _ _ -1 I I III -1'-4" I I DEPTH IS LESS THAN -16 MIN. - 16 MIN. ,. Q 7 Z 26", THESE BARS ARE VERIFY PLAN DETAILS III -I I 1=1 I 1=1 I I BEND EACH CONT. #5 O C7 �' M #3 STIRRUPS @ 48,1 w0 W NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, O.C. WHEN MONO CONT. BARS. MAINTAIN z W V ['- W DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED OR INSTALL #5 HOOK O V W/ 3" COVER TYP. 0 3" COVER TYP. BARS FOR EACH CONT. F= -j M m ►� E WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS FILL 95 /o STANDARD _..I o SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER V Q °� (0 O m N " DETAIL MD08 ON O U W Z p ch ARE NOT REQ'D LINTEL PLAN w Z Q p > cCOo N z: Wm p AFOkFOOTING AT INTERIOR BEARING AFO FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGENF�OTYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) _ Z ° o 3/4"=V-0rr 3/4"=1'-0" ~ - (A Q R O < ui o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" � Z o Oz � W W E W H O Ozl--wYO 8" C.M.U. FINISH PER z W U W¢ a 8" CMU o W < W O ELEV. FINISH PER ELEV. p Z � O co FINISH FLOOR CONC. SLAB PER U O WO o Z FOUNDATION PLAN FINISH FLOOR Z � PENETRATING PIPE - MAX. 4" PENETRATING p w N • " •.: •.. :.' #5 LOOP TIE (TYP.) a .... .4' PIPE. MAX 4" O • : d • RADE WOOD POST PER PLAN o - v FILLED CELL PER PLAN M v: . + REFER TO _ : •. - FOR SIZE AND BASE Vii'.: + ' �,: ': FOUNDATION PLAN - CONNECTION z 0 - NOTE: AT FRENCH _ : •' - - :. _ V J • FOR CONT. - DOOR LOCATIONS. :�� _ TOP COURSE TO BE p CONTRACTOR TO M - - - - - - - 4"lit Z FOUNDATION PVC SLEEVE MAX - I I Q CHAIR BLOCKS. O W o INFORMATION 6" DIAMETER - =I =I I �- W W > VERIFY WITH DOOR GARAGE i - ENTIRE BASE TO BE p MANUF. FOR SLOPE - ih Z °..+. FOOTING PER PLAN z FOOTING PER PLAN g 1= a FILLED SOLID SEE ELEVATION — O J W tt REQUIRED RECESS — — J —� _ I I CMU BASE W/ (1) #5 LU THRESHOLD PER MFR'S. - z ' —III -I I CLEAN COMPACTED w = W SPECIFICATIONS TOP VIEW @ CORNER FRONT VIEW PVC SLEEVE FILL @ 95% STANDARD VERTICAL @ EA, LV � ( ) MAX 6 DIA. CORNER. SEE PLAN - (SIDE VIEW) DENSITY p � Z THRESHOLD PER FOR BASE SIZE; BARS a Q Q n' EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER TO TIE INTO EXT. FTG. • - MANUFACTURERS IA. • cn C,� SPECIFICATIONS FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN GARAGE WALL BY TIE IN OR EPDXY ,, : • z x _. Q t BEYOND CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION I d I O ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS (2) #5 x 4'-0" BARS I Q ? U U) M _ CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE W CONC. SLAB PER w ° a s a .° • I w p 0 Y 00 Z DRIVEWAY BY PENETRATION FOOTING PER MF08 ON FOUNDATION PLAN w ba d _ THIS SHEET BEYOND ° W w Q m 4, - BUILDER -CONCRETE - - .a °'' d - . a d a W z M OR PAVERS _ Q a : d 0. N -1 I I—III �` III=� I I— d :d CONC. SLAB _I ......4 ;III=III O I I=III- _ PAVERS PER PLAN PITCH - _ ° BLDG DESIGN: M :. d. _ _ `I III—I —III I' SLOPE III -1 I I—I I �- I I III III—_I I — :' —. ° d• I. GRAD STRUCTURAL ENG: MCD a d v' _ —I j 1= 4-F1— — W DRAFTING __4 —I—I I -I :. II=1 PER DOOR MANUFACTURER d d - SLOPE EXT. SURFACE -III = - - -III-) I I` CLEAN COMPACTED _ a . d Co _ z -DESIGN: OR GRADE 1/8" PER - -III FILL @ 95 /o STANDARD -I I-) _ g -III- .d °< d I (� REFER TO SEE FOUNDATION FOR - d • . I=I IZ-STRUCT: JW FOOT AWAY FROM -I I I I! I I L I III (III I I I I- I DENSITY o III-� I I=III-III" _ BUILDING „ 8" x 8" THICKENED - - _ = I-- FOUNDATION PLAN PAD SIZE =I I A I..' 4 . :• a :.I --j-9 • d QC CHECK: CC 4 8 PIPE PARALLEL TO FND -III=I I III III III=III- CLEAN COMPACTED -I �_now _ ��._ �._ _ • I— 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. = SEE FDN. - FOR CONT. FILL @ 95% STANDARD I I III J JOB No. PSQ-21- III FOUNDATION • ' ° • AS REQUIRED W/ 3 COVER, TYP. PLAN FOR •0 Q SCALE:- AS INDICATED INFORMATION DENSITY (I - - I- z SIZE & REINF. - - - wp DATE: 02/28/17 F11 EXTERIOR DOOR POURED SILL F13 THICKENED EDGE @GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ENTRY MASONRY COLUMN "_ 11 " 1, w3/4"=1 3/4 -11-0 3/4 _ -1,-0 3/4"=1'-0" 3/4"=1S3 '-0" —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. THE GROUT IS LEVEL WITH TOP OF BLOCK FOR AT CORNERS PRECAST"U., METAL LATH OR WIRE SCREEN PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D APPROVED LINTEL MANUFACTURERS: SYSTEM BEARING3 MIN " STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING ( ) CASTE -CRETE QUALITY LOTTS &POWERS STEEL HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL, #5 TO BE ' HOOKED INTO & PAPER FELT PROHIBITED) HOOK PER MD08 0 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL 1779/0 ' 8 ZQ00<ui o O STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 81=32-113/8F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 SIDE VERTICALS ' d O° °.'. '°• i ., a .' , d' •- .�,. — 6— �,.. °a ° e. ° _ ° • a . • a: • ' °C0 L�A "--Q --.=-''+�- =• :.� --k� = = _ + • - "•d ° - ° •I l II E� ° e n. BOTTOM STEEL IN LINTEL IF ° ° INDICATE -HOOK INTOCUD VERTICAL CELLS PER MD08 a �, ROUGH OPENING PER PLAN ° ` • ° ° ° A- • <' e : °' ° .d : a : ' ° '_ I .- a ' - O O W a .. N LL U) - �.°. z M C7 o `' co a `P ' • I 4--i — d O w Z w w =� — d '= STANDARD 90 DEGREE HOOK , TYP. BOND BEAM 8�� x 8� x 16„ K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi GONG. W/ (1) #5 DIA. REBAR 2. 3. 4. 5. 6. 7. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS U.N.O.U N O ALL STANDARD LINTELS TO HAVE MIN. 4” NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 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 WITHOUTof ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. (") 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. 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. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS _j Q z w i 0 z 0 m w 0 ' = v _ W =w O 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 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4949 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 �� 7-0 416 752 / 699 1843/1625 3486/2602 6390/3302 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 V-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 `��1111111//0/ M �%. �� U j C �`� �, �* •� bj��i�i a. co .%. - .�.••• ••--.-0 , �� w 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 1. fc PRECAST LINTELS = 3500 PSI. - 2 • z° ¢ O; Z Ili I BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE 18'-011 0 ` 211/0 750/0 1177/0 1676 / 0 m�, p MD08 FOR LAP INFO. 18�-8'� 0 142/0 598/0 1114/0 1468/0 2. f PRESTRESSED LINTELS = 6000 psi. Qp �iyd; •. = • •• • ��``�� Q d JA PROVIDE CLEAN OUT OPENING @ GROUT 20-0 0 180 / 0 598 / 0 1024 / 0 1441 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8' TO 11" SLUMP. O �� * "• �a� Ix � 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS _j �/ P �� U_ FILLED CELL AND REBAR (TYP). MORTAR (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE w //I111111110� m JOINTS SHOULD NOT BE CUT 22#-8" 0 110/0" 450/0 824/0 1147/0 STRENGTH = 1900 PSI. _ allRECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ~ SEE FOUNDATION FOR FOOTING _ CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB RELAXATION. 7/32 WIRE PER ASTM A510. p • .� 2'-411 1694/1694 3725/3280 5499/5421 2�-8�� 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE O W e L ••`'� 31-0" 1230/1230 2769/2769 4085/4085A. �.. 3'-4" 1081/920 2769/1716 4085/2839 F =FILLED WITH GROUT O Q ° MA - 4�� 846/833 2121/1716 3127/2839 MARK LINTEL 51-4" 664/572 1761/1761 2595/2595 REQUIREMENTS U =UNFILLED. a R = RECESSED & FILLED WITH GROUT W 6'-4't 526/434 1539/1539 1329/2267 W TYPICAL MASONRY CONSTRUCTION T-4" 480/322 1334/1334 1964/1552 O 8R6-0B/1T QUANTITY OF #5 REBAR @ o " . NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL 3/4"=1'-0" 8'-4" 415/235 1152/1152 1694/1552 M OF LINTEL CAVITY _ Q 8F8 -06/1T 8F16 -1B /1 T Q 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8R14-1B/1T QUANTITY. OF #5 REBAR AT TOP = - 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE .NEXT DEPTH DOWN. � p 8F16 -16/1T NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED.O- w Z SEE PLAN FOR TOP OF WALL AND LINTEL INFO TYPE DESIGNATION NOMINAL WIDTH � a _O SEE DOWEL LAYOUT 0 ' �� WALL LEGEND � ~ PLAN FOR FILLED CELL .,�..:.,•`T .:- _ O 8F16-OB/1T 1-1/2 CLEAR — .�..- INFORMATION. MIN. (1) .• . ...IS REQUIRED ON c 8F20-1B/1T 0.•LINTELPER � � PLAN. -- � • O �� '�-� EITHER SIDE OF - W ri � - 9'-4T.O.M. -INTERIOR/EXTERIOR � ..; #5 REBAR AT TOP MIN. REQ'D � W OPENING U.N.O. BEARING WALL (OR LINTEL O 8F20-0B/1T U _j (1) 11'-4" T.O.M. IF REFERENCED ON SHEET Q Q C.M.U. :•-+• -.. TRANSOM OPENING •. _ - - Q ..: _ ,; ': S4)• VERIFY HEIGHT W/ 8R22 -16/1T co _ � g GROUT O :�:.;•_ ARCHITECTURAL PLANS `�' O . ' U W :: ;•!_ 8F24-1B/1T "' z #5 REBAR AT BOTTOM OF LINTEL � / � U.N.O. 0 � FRAME INFILL AROUND ' � CAVITY cn • WINDOW BY BUILDER -.. � :• (2) 2x8 SYP #2 P.T. WOOD HEADER 6'-0" 14'-8" � 8R22-OB/1T BOTTOM REINFORCING PROVIDED � - . '� -- %• ': TURNED SIDEWAYS. ATTACH (2) 2x8 O 7-5/8" ACTUAL IN LINTEL (VARIES) ) SEE WF01/SD3 FOR \ ' SYP #2 P.T. HEADER TO MASONRY M 8F24-OB/1T 8" NOMINAL WIDTH > U ° MORE INFO 0 o WALL W/ SIMPSON HU28-2 OR HUC28-2 ::f:•: .�` ;:� HANGER EA. END. USING (14)1/4" o D D FILLED a @ 8R30 -16/1T +.r .. N UJor DIA. x 2 3/4" TAPCONS & (6) 10d NAILS DO 81-0" ° INTO HEADER. NAIL EACH PLY AND 8F32-1B/1T 1-1/2" CLEAR EACH ADDITIONAL HEADER PLY W/ (2) F- ' z ROWS OF 10d NAILS STAGGERED @ 6"8R30-OB/1T�UO.C. AND MIN. 2" FROM ENDS.�_ REBAR AT TOP MIN. (1) <ZO8F32 -OB/1T �Z�Qz.U.Z REQ'D90 [U#5 DOOR OR WINDOW OPENING8F38 -16/1T�MAX4'-O"REFER TO DESIGN LO 0 LU 8F12 -1 B/OT r- ZzWVtiW 01 PLANS FOR REQUIRED � 0p U �- �- E IN -FILL FRAMING -1B/1TTTOM REINFORCING PROVIDED._ � v=j "It O8F40 off � � 8 DIMENSIONS 7-5/8" ACTUAL IN LINTEL (VARIES) U '--' � z � w 8F28-1B/1T 00 13'-4" 0 328/0 1234/0 1779/0 2662/0 8 ZQ00<ui o O `` . 2 o U') V) W I— 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CEL L FROM FTG TO TIE 14'-0" 0 292/0 1160/0 1660/0 2439/0 1997 / 0 Q Ix Of � a MATERIALS ' = v _ W =w O a _ 16'-0" d �,.14 284 / 0 950 / 0 ° d O - (n Z o ° W fQ.. J� rA U O 0 V- 1. fc PRECAST LINTELS = 3500 PSI. - 2 • z° ¢ O; Z Ili I BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE 18'-011 0 ` 211/0 750/0 1177/0 1676 / 0 m�, p MD08 FOR LAP INFO. 18�-8'� 0 142/0 598/0 1114/0 1468/0 2. f PRESTRESSED LINTELS = 6000 psi. Qp �iyd; •. = • •• • ��``�� Q d JA PROVIDE CLEAN OUT OPENING @ GROUT 20-0 0 180 / 0 598 / 0 1024 / 0 1441 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8' TO 11" SLUMP. O �� * "• �a� Ix � 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS _j �/ P �� U_ FILLED CELL AND REBAR (TYP). MORTAR (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE w //I111111110� m JOINTS SHOULD NOT BE CUT 22#-8" 0 110/0" 450/0 824/0 1147/0 STRENGTH = 1900 PSI. _ allRECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ~ SEE FOUNDATION FOR FOOTING _ CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB RELAXATION. 7/32 WIRE PER ASTM A510. p • .� 2'-411 1694/1694 3725/3280 5499/5421 2�-8�� 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE O W e L ••`'� 31-0" 1230/1230 2769/2769 4085/4085A. �.. 3'-4" 1081/920 2769/1716 4085/2839 F =FILLED WITH GROUT O Q ° MA - 4�� 846/833 2121/1716 3127/2839 MARK LINTEL 51-4" 664/572 1761/1761 2595/2595 REQUIREMENTS U =UNFILLED. a R = RECESSED & FILLED WITH GROUT W 6'-4't 526/434 1539/1539 1329/2267 W TYPICAL MASONRY CONSTRUCTION T-4" 480/322 1334/1334 1964/1552 O 8R6-0B/1T QUANTITY OF #5 REBAR @ o " . NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL 3/4"=1'-0" 8'-4" 415/235 1152/1152 1694/1552 M OF LINTEL CAVITY _ Q 8F8 -06/1T 8F16 -1B /1 T Q 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8R14-1B/1T QUANTITY. OF #5 REBAR AT TOP = - 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE .NEXT DEPTH DOWN. � p 8F16 -16/1T NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED.O- w Z SEE PLAN FOR TOP OF WALL AND LINTEL INFO TYPE DESIGNATION NOMINAL WIDTH � a _O SEE DOWEL LAYOUT 0 ' �� WALL LEGEND � ~ PLAN FOR FILLED CELL .,�..:.,•`T .:- _ O 8F16-OB/1T 1-1/2 CLEAR — .�..- INFORMATION. MIN. (1) .• . ...IS REQUIRED ON c 8F20-1B/1T 0.•LINTELPER � � PLAN. -- � • O �� '�-� EITHER SIDE OF - W ri � - 9'-4T.O.M. -INTERIOR/EXTERIOR � ..; #5 REBAR AT TOP MIN. REQ'D � W OPENING U.N.O. BEARING WALL (OR LINTEL O 8F20-0B/1T U _j (1) 11'-4" T.O.M. IF REFERENCED ON SHEET Q Q C.M.U. :•-+• -.. TRANSOM OPENING •. _ - - Q ..: _ ,; ': S4)• VERIFY HEIGHT W/ 8R22 -16/1T co _ � g GROUT O :�:.;•_ ARCHITECTURAL PLANS `�' O . ' U W :: ;•!_ 8F24-1B/1T "' z #5 REBAR AT BOTTOM OF LINTEL � / � U.N.O. 0 � FRAME INFILL AROUND ' � CAVITY cn • WINDOW BY BUILDER -.. � :• (2) 2x8 SYP #2 P.T. WOOD HEADER 6'-0" 14'-8" � 8R22-OB/1T BOTTOM REINFORCING PROVIDED � - . '� -- %• ': TURNED SIDEWAYS. ATTACH (2) 2x8 O 7-5/8" ACTUAL IN LINTEL (VARIES) ) SEE WF01/SD3 FOR \ ' SYP #2 P.T. HEADER TO MASONRY M 8F24-OB/1T 8" NOMINAL WIDTH > U ° MORE INFO 0 o WALL W/ SIMPSON HU28-2 OR HUC28-2 ::f:•: .�` ;:� HANGER EA. END. USING (14)1/4" o D D FILLED a @ 8R30 -16/1T +.r .. N UJor DIA. x 2 3/4" TAPCONS & (6) 10d NAILS DO 81-0" ° INTO HEADER. NAIL EACH PLY AND 8F32-1B/1T 1-1/2" CLEAR EACH ADDITIONAL HEADER PLY W/ (2) F- ' z ROWS OF 10d NAILS STAGGERED @ 6"8R30-OB/1T�UO.C. AND MIN. 2" FROM ENDS.�_ REBAR AT TOP MIN. (1) <ZO8F32 -OB/1T �Z�Qz.U.Z REQ'D90 [U#5 DOOR OR WINDOW OPENING8F38 -16/1T�MAX4'-O"REFER TO DESIGN LO 0 LU 8F12 -1 B/OT r- ZzWVtiW 01 PLANS FOR REQUIRED � 0p U �- �- E IN -FILL FRAMING -1B/1TTTOM REINFORCING PROVIDED._ � v=j "It O8F40 off � � 8 DIMENSIONS 7-5/8" ACTUAL IN LINTEL (VARIES) U '--' � z � w 8F28-1B/1T 00 13'-4" 0 328/0 1234/0 1779/0 2662/0 8 ZQ00<ui o O `` . 2 o U') V) W I— 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CEL L FROM FTG TO TIE 14'-0" 0 292/0 1160/0 1660/0 2439/0 1997 / 0 Q Ix Of � a MATERIALS z = v _ W =w O O 0 U� = w _� Q �- �• _ 16'-0" 0 284 / 0 950 / 0 1379 / 0 1. fc PRECAST LINTELS = 3500 PSI. - 2 • z° ¢ O; Z Ili I BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE 18'-011 0 ` 211/0 750/0 1177/0 1676 / 0 m�, p MD08 FOR LAP INFO. 18�-8'� 0 142/0 598/0 1114/0 1468/0 2. f PRESTRESSED LINTELS = 6000 psi. Qp �iyd; •. = • •• • ��``�� Q d JA PROVIDE CLEAN OUT OPENING @ GROUT 20-0 0 180 / 0 598 / 0 1024 / 0 1441 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8' TO 11" SLUMP. O �� * "• �a� Ix � 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS _j �/ P �� U_ FILLED CELL AND REBAR (TYP). MORTAR (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE w //I111111110� m JOINTS SHOULD NOT BE CUT 22#-8" 0 110/0" 450/0 824/0 1147/0 STRENGTH = 1900 PSI. _ allRECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ~ SEE FOUNDATION FOR FOOTING _ CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB RELAXATION. 7/32 WIRE PER ASTM A510. p • .� 2'-411 1694/1694 3725/3280 5499/5421 2�-8�� 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE O W e L ••`'� 31-0" 1230/1230 2769/2769 4085/4085A. �.. 3'-4" 1081/920 2769/1716 4085/2839 F =FILLED WITH GROUT O Q ° MA - 4�� 846/833 2121/1716 3127/2839 MARK LINTEL 51-4" 664/572 1761/1761 2595/2595 REQUIREMENTS U =UNFILLED. a R = RECESSED & FILLED WITH GROUT W 6'-4't 526/434 1539/1539 1329/2267 W TYPICAL MASONRY CONSTRUCTION T-4" 480/322 1334/1334 1964/1552 O 8R6-0B/1T QUANTITY OF #5 REBAR @ o " . NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL 3/4"=1'-0" 8'-4" 415/235 1152/1152 1694/1552 M OF LINTEL CAVITY _ Q 8F8 -06/1T 8F16 -1B /1 T Q 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8R14-1B/1T QUANTITY. OF #5 REBAR AT TOP = - 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE .NEXT DEPTH DOWN. � p 8F16 -16/1T NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED.O- w Z SEE PLAN FOR TOP OF WALL AND LINTEL INFO TYPE DESIGNATION NOMINAL WIDTH � a _O SEE DOWEL LAYOUT 0 ' �� WALL LEGEND � ~ PLAN FOR FILLED CELL .,�..:.,•`T .:- _ O 8F16-OB/1T 1-1/2 CLEAR — .�..- INFORMATION. MIN. (1) .• . ...IS REQUIRED ON c 8F20-1B/1T 0.•LINTELPER � � PLAN. -- � • O �� '�-� EITHER SIDE OF - W ri � - 9'-4T.O.M. -INTERIOR/EXTERIOR � ..; #5 REBAR AT TOP MIN. REQ'D � W OPENING U.N.O. BEARING WALL (OR LINTEL O 8F20-0B/1T U _j (1) 11'-4" T.O.M. IF REFERENCED ON SHEET Q Q C.M.U. :•-+• -.. TRANSOM OPENING •. _ - - Q ..: _ ,; ': S4)• VERIFY HEIGHT W/ 8R22 -16/1T co _ � g GROUT O :�:.;•_ ARCHITECTURAL PLANS `�' O . ' U W :: ;•!_ 8F24-1B/1T "' z #5 REBAR AT BOTTOM OF LINTEL � / � U.N.O. 0 � FRAME INFILL AROUND ' � CAVITY cn • WINDOW BY BUILDER -.. � :• (2) 2x8 SYP #2 P.T. WOOD HEADER 6'-0" 14'-8" � 8R22-OB/1T BOTTOM REINFORCING PROVIDED � - . '� -- %• ': TURNED SIDEWAYS. ATTACH (2) 2x8 O 7-5/8" ACTUAL IN LINTEL (VARIES) ) SEE WF01/SD3 FOR \ ' SYP #2 P.T. HEADER TO MASONRY M 8F24-OB/1T 8" NOMINAL WIDTH > U ° MORE INFO 0 o WALL W/ SIMPSON HU28-2 OR HUC28-2 ::f:•: .�` ;:� HANGER EA. END. USING (14)1/4" o D D FILLED a @ 8R30 -16/1T +.r .. N UJor DIA. x 2 3/4" TAPCONS & (6) 10d NAILS DO 81-0" ° INTO HEADER. NAIL EACH PLY AND 8F32-1B/1T 1-1/2" CLEAR EACH ADDITIONAL HEADER PLY W/ (2) F- ' z ROWS OF 10d NAILS STAGGERED @ 6"8R30-OB/1T�UO.C. AND MIN. 2" FROM ENDS.�_ REBAR AT TOP MIN. (1) <ZO8F32 -OB/1T �Z�Qz.U.Z REQ'D90 [U#5 DOOR OR WINDOW OPENING8F38 -16/1T�MAX4'-O"REFER TO DESIGN LO 0 LU 8F12 -1 B/OT r- ZzWVtiW 01 PLANS FOR REQUIRED � 0p U �- �- E IN -FILL FRAMING -1B/1TTTOM REINFORCING PROVIDED._ � v=j "It O8F40 off � � 8 DIMENSIONS 7-5/8" ACTUAL IN LINTEL (VARIES) U '--' � z � w 8F28-1B/1T 00 8F40 -0B/1T UNFILLEDcp 1- 8 ZQ00<ui o O U') V) W I— SEGMENT • c'7 L= z_ 1-1/2" CLEAR Q W Q Ix Of � a 'e 8" NOMINAL WIDTH w Z Z Q � �� DO LINTEL W/ TRANSOM DETAIL Lu m 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE „A.. ,.B,. "C.. ..D,. "A" ..B,. ,.C„ ..D., #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 9112 20 3 55/8 121/21 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 8 1/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16116 1/2 35 51/4 913/16 213/4 8F40 -0B/1T UNFILLEDcp 1- 8 ZQ00<ui o O U') V) W I— 0_ZWZ E OzF-WYo c'7 L= z_ 1-1/2" CLEAR Q W Q Ix Of � a 2 =J r•°' � 0 #5 REBAR AT TOP MIN. (1) REQ'D O - (n Z o W fQ.. J� rA U O 0 V- o z TOP KNOCK OUT/ LINTEL BLOCK � 0 � U .. _. Z U)O C0 COURSE - N O m f- #5 REBAR AT BOTTOM MIN. (1) co N �� REQ'D a � 4 � � 16 GA. POWERS STEEL BOXED N O o Z 7-5/8" ACTUAL LINTEL C7 F a0. J 3,-0" iv � 8" NOMINAL WIDTH p V J Q POWERS STEEL ° ° W > � z O SAFE LOAD. TABLE. NOTES OJW Mw. W = w rj) 56 - 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ~ LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL Q Q Q a • 11'-4" T.O.M. RECESSED LINTELS BASED ON 4" NOMINAL BEARING. = V • ,� 2. 0 = NOT RATED. CY Q • : a , B 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. V Cl) _ #3'-- 2 YZ' 11-4 T.O.M. O 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O -Wj ~ _ • b - -y aMIN. t- 00 Z .' v • - b #4 = 2 Y2"" 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING o 0 W + a - - #5 = 2 Y" 61-0 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL:. z #6=3" G. N _ 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. !: ' - ° • #7 = 3 Y2"7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABL ES BY p BLDG DESIGN: •• ,G MCD • "" • CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF STRUCTURAL EN • a �Q „B,. O SUPPORT. U DRAFTING -DESIGN: ? ° `SAFE LOAD FROM NEXT LOWER HGT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE 16'-O" F=-- STRUCT: JW U LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK f9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. � QC CHECK: CC REBAR SPLICE DETAIL U) JOB No. PSQ-21— J 3/4"=1'-0" SCALE: AS INDICATED LINTEL P o DATE: 02,28,17 W 1/8'1=11-011 IxS4C -COPYRIGHT MCD 2015: The information contained in this document is copyrighted py ighted 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. �u vvv U It m m m D N ■ ■ ■ z _O Cil ce) LO LJ U U 2 w ��M M ch MCJ3 L LL LL LL LL LL LL CY) H(0 0) � M D02 p ``��Illuurrr�� a 00 CJ5 0 y d Jj�Ii W D � �`'`� �•��• ••'1� III Y _ atJ- m iI d' .•� °� Gj J ' 9 II •eeeeee• LL LL J7 1p F1 F1 S1 D I!F9G ILL D 11�D 1 11 z --, N 0 W 2 F9 f 0 0 o ci. 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LEDGER W > > 3 ��gP ,�✓� ® BOTTOM @ 11'-4" - F5 z O J W J W 2 W W w ® F5 0 LUZ� M M M U z a _ Q QQ U F5 _ I— Q SD01 W U)HQ D F5 o O oo Z AAI2 _ D 2 Q. (LN FT1 W BLDG DESIGN: — s1 CJ3 U STRUCTURAL ENG: -MCD D F1 �v W DRAFTING: -DESIGN: Q u i u i ii ii � p sr _ — LL ti F Cl) CJ1 U STRUCT: JW ■ U ■ QC CHECK: CC U U) JOB No. PSQ-21— J SDO S1 1 Q SCALE: AS INDICATED D D 0 DATE: 02/28/17 RRRT FLOOR I=RAN ING PLAN NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND , 114„-_ 1-0 cn S5C COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE CONNECTION & FASTENERS UPLIFT VALUES VALUES TAG HEADER FASTENERS STUD LUMBER A (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG CAP. BLOCKING TAG SIMPSON CONNECTOR TYPE TAG BEAM SIZE CONNECTIONS SPACING SPECIES TOP BOTTOM (pli) SPF(Ib) SYP(Ib) ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d O (3)2X4 SPF #2 BUILT UP STUD COLUMN TAIL . A Odx -1 I R ME A20 w/(8) 10 x - / ' H2x6 (2)2x6 #2 SYP w/1" FLITCH PLATE � NO � TO POST: SIMP. HTS20 OR MSTA18 2 16d NAILS BW1 16" SPF TOENAILS TOENAILS MID -SPAN 1 NAILS. AT PARALLEL TRUSS CONDITIONS USE LTA2 FRAME TO CMU 1450 1450 UPLIFT w/(10) 10dxl-1/12" NAILS @ 24" O.C. U.N.O. TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 -� ATTACH KING STUD TO HEADER w/(8) C (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HE TA16 OR (2)HETA20 a H2x8 (2)2x8 #2 SYP w/2"FLITCH PLATE SP4 W/(6) SP4 W/(6) �„ TAPCONS (1)ply 2035 (1)ply 2035 82x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" F= 16d NAILS BW2 16" SPF 1 i 570 pif MID -SPAN a (1)ply TRUSS (10)10d x 12 NAILS FRAME TO CMU PLATE z 10d x 1„ 2 NAILS 10d x 1„ 2 NAILS 1„ (2)ply 2500 (2)ply 2500 w ATTACH KING STUD TO HEADER w/(10) DO (2)2X6 SPF #2 BUILT UP STUD COLUMN (2)ply TRUSS (12) 16d x 12 NAILS ON MASONRY: (1) SIMP. MSTAM24 ❑ H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE 16d NAILSSP4 W/(6) SP4 W/(6) BW3 16" SPF �„ �„ 570 pif 3rd. PT. H10Aw/(18)10d x 1' NAILS OR H10A 1015 H10A 1340 W 10d x 12 NAILS 10d x 12 NAILS �„ FRAME TO FRAME , (2)ply TRUSS H10A-2 w/(18) 10d x 1-1 NAILS H10A-2 1070 H10A-2 1245 TO POST: SIMP. HTS20 OR LSTA18 ATTACH KING STUD TO HEADER w/(10) E (3)2X6 SPF #2 BUILT UP STUD COLUMN H2x12 2)2x12 #2 SYP w/Z" FLITCH PLATE 16d NAILS (3) 12d (3) 12d NO - �„ ( o HTS20 w/(24)10d x 1- NAILS TO BEAM: SIMP. HUC410 w/ 18)16d & BW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN 4❑ 2 FRAME TO FRAME 1245 1450 (2)2x10 #2 SYP (10) 10d NAILS v (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d z H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O (2)2X8 SPF #2 BUILT UP STUD COLUMN PLATE NAILS & (18) p SP4 W/(6) SP4 W/(6) (2)HTS20 w/(24) 16d NAILS �„ NAILS 4"x24" TAPCONS 10d x 1- BW5 12" SPF 760 pif MID -SPAN El 2 FRAME TO FRAME 2490 2900 ON MASONRY: (1) SIMP. MSTAM24 10d x 12�„ NAILS 10d x 12 �„ NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) G (3)2X8 SPF #2 BUILT UP STUD COLUMN _ 16d NAILS O �' 0) SP4 W/(6) SP4 W/(6) 760 If 1 H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 W w ATTACH KING STUD TO HEADER w/(10) BV116 12" SPF 10d x 12' NAILS 10d x 12' NAILS pif PT. H (3)2X4 SYP #2 BUILT UP STUD COLUMN TO BEAM: SIMP. HUC410 w/(18)16d & ```��i;t,��f�///// a � H3.5x9.25 (2)1.75"x9.25" LVL O 16d NAILS MTS 12 w/ 14 10d x 1 �" NAILS (2)2x12 #2 SYP (10) 10d NAILS V �� * bl //i� w El ( ) 2 FRAME TO FRAME 860 1000 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/ 10)10d C� �� `� ••0000.0��/j Z BW7 16" SYP (3) 12d (3) 12d UPLIFT MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE ?�� s�� ( z `r�•••A . �'� _ ATTACH KING STUD TO HEADER w/(12) O TOENAILS TOENAILS O (2)2X6 SYP #2 BUILT UP STUD COLUMN NAILS & (18)4 x24 TAPCONS ❑ ��rQ- . �, a, (� H5.5xl 1.25 (3)1.75"x11.25." LVL • 2 Q 16d NAILS s,. ON MASONRY: (2) SIMP. MSTAM24 J = Q: vim' SP4 W/(6) SP4 W/(6) MGT w/(22)10d g EPDXY ANCHOR w/SIMP. SET -XP EPDXY ❑ _ �. 2 8 FRAME TO CMU 3330 3965 Q (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP �„ �„ 664 plf MID -SPAN K (2)2X8 SYP #2 BUILT UP STUD COLUMN MIN. 12" EMBEDMENT o Z �. ¢ v 2' Z ❑ H3x12 10d x 12 NAILS 10d x 12 NAILS TO POST: SIMP. HTS20 OR LSTA18 - Q- Q Q PLATE BETWEEN PLIES 16d NAILS HTT4 w/(18)16d x 22' NAILS & $" EPDXY ANCHOR w/SIMP. of % y } 9� FRAME TO CMU 3640 4235 TO BEAM: SIMP. HUC410 w/(18)16d & O �� b %.• Gj j •....... SP4 W/(6) SP4 W/(6) SET EPDXY MIN. 7"EMBEDMENT �� (10) 10d NAILS � �ei�� * PRO�C`` �� U' HEADER SUPPORT SCHEDULE Bw9 16" SYP �„ �" 664 plf 3rd. PT. O 4x4 SYP#2 POST 10d x 1- NAILS 10d x 1- NAILS 83.5x11. 2 z HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. 25 (2)1.75 x11.25 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d _ /11��f"��,�� SEE PLAN FOR WALL WIDTH 10 FRAME TO CMU 10980 8910 �� 3., OPENING SIZE 2 1 SET EPDXY MIN. 12 EMBEDMENT NAILS & (18)4 x24 TAPCONS JACKS @ EA. END KINGS @ EA. END T 2d T 12d NO O 6x6 SYP #2 POST a0 BW10 12" SYP TOENAILS TOENAILS- UPLIFT MID -SPAN ON MASONRY: (2) SIMP. MSTAM24 1'-0" TO 3'-11" 1 1 11 HTSM16 w/(8)10d NAILS & (4) a"x 24' TAPCONS FRAME TO CMU 1010 1175 zW 4 -0 TO 7 -11 2 2 SP4 W(6) SP4 W1(6) NO 8x8 SYP #2 POST TO POST BW11 12" SYP 885 plf MID -SPAN : SIMP, HTS20 OR LSTA18 0 I- 1 10d x 12 NAILS 10d x 12 NAILS TO BEAM: SIMP. HUC410 w/(18)16d & > Q 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 0 83.5x11. (10) 10d NAILS 8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) PO 3-1/2"x3-1/2" LVL COLUMN. (2)1.75 x11.875 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d a BW12 12" SYP �., �„ 885 plf 3rd. PT. 875 �� 3.. 10d x 12 NAILS 10d x 12 NAILS 13 (2)LS w/(14)10d NAILS HEADER TO STUDS 2220 2470 NAILS & (1 8)4 x2-4 TAPCONS _ 10'-0" TO 12'-0' 3 4 Q 3-1/2"x5-1/4" LVL COLUMN. ON MASONRY: (2) SIMP. MSTAM24 O~ SP4 W/(6) SP4 W/(6) O J STANDARD HEADER NOTES Bw13 16" SPF 280 pif MID -SPAN ❑ 10d x 12 NAILS 10d x 12 NAILS 14 LSTA18 w/(14}10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928p1f TO POST: SIMP. HTS20 OR LSTA18 Q @ 32 O.C. @ 32"o.c. RO 3-1/2"x7" LVL COLUMN. TO BEAM` SIMP. HUC410 w/(18)16d & 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 (10) 10d NAILS 1S MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF 10d x 1 �" NAILS 10d x 1 �" NAILS 380 plf MID -SPAN B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d w Z APPROVAL FROM E.O.R. 2 2 O 3-1/2"x9-1/2" LVL COLUMN. - �. @ 24"o.c. NAILS & (18)4"x24" TAPCONS o O 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. @ 24 o.c. ON MASONRY: (2) SIMP. MSTAM24 16 ATTACH STUDS TOGETHER FOLLOWING DTL: WF08/SD3. MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE STANDARD BEARING WALL W/STRAPS NOTES <T>5 -1/4"x5-1/4" LVL COLUMN. U D - SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 TO POST: (2) SIMP. HTS20 OR LSTA18 z " V 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. LVL COLUMN. ON MASONRY: (2) SIMP. MSTAM24 M VO C W 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 5-1/4"x7" MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 18 LTT20B w/(10) 10d NAILS & 5" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1300 5.25x16 (3) 1.75"x16" LVL W 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 EPDXY MIN. 7" EMBEDMENT CMU * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) a X 7"x7" LVL COLUMN. ROWS OF 1/4" X 3 1/2" SDS SCREWS 24" O.C. i PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. HTT4 w/(18) 16d x 22' NAILS w/8' EPDXY ANCHOR w/SIMP. EACH SIDE @ v W 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. 19 SET EPDXY MIN. 7" EMBEDMENT -AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 w 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. YO 3 1/2" X 11 7/8" LVL COLUMN USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS O 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. �„ z 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2' J -BOLTS OR EPDXY 20 (3)HTS20 w/(24)10d x 12 NAILS FRAME TO FRAME 3735 4350 TO POST: (2) SIMP. HTS20 OR LSTA18 O 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ZO 51/4 X 9 1/2 LVL COLUMN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) SIMP. MSTAM24 U) ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE WALL OPENINGS & > U 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 63.5x20 (2) 1.75"x20" LVL O o AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) 0 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 ,� a A U a ANCHORS. ROWS OF 1/4 X 3 1/2 SDS SCREWS @ 24 O.C. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. STANDARD COLUMN NOTES ROOF NOTES: WALL tS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY EACH SIDE ? SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 �+ r , 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. STANDARD _ \•/ U 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 RD BEAM NOTES 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8 A.T.R. THRU W z a ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 23 DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 z Q z 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SDI U.N.O. BE P.T. OR WOLMANIZED. INVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" Q GD 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. O.C. PONE SIDE MIN. 2" FROM TOP AND BOTTOM OF BEAM ai CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. �' ) z z Z 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @SPF/SYP w O t ' , C� � 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS SOLID POSTS. AT EXTERIOR CONDITIONS 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF O W w w w AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. _ �„ STANDARD CONNECTOR NOTES z U �- 4x4: ABU44 w/(12)16d NAILS & a EPDXY ANCHOR w/MIN. 12d NAILS @ 6 O.C. (TYP. ONE SIDE) MIN 2 FROM TOP AND BOTTOM OF BEAM O C , U �- SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 11. COLUMNS WITHIN BEARING WALLS w/UPLIFTTHAT DO NOT SHOW A BASE 7" EMBEDMENT 0 v 0 0 °' ❑ � n E BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR 2 CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD Q W 06 -' O cn " rn q (} 6x6: ABU66 w/(12)16d NAILS & �" 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) v A� U) TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6 FROM THEe EPDXY ANCHOR w/MIN. z N COLUMN. 7" EMBEDMENT _j J Z I- z > oo 12d TOENAILS. O W C� w ❑ M ' .S 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24 o.c. OR 32 o.c. VERIFY w/ TRUSS 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. w Q O -' w CO v, CONTINUOUS FROM FLOOR TO CEILING. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 8x8: ABU88 w/(18)16d NAILS & (2) E" EPDXY ANCHORS w/ SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ W V) F- V p °° o FURTHER REVIEW. MIN. 7" EMBEDMENT J O 0>-a 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 24"o.c. OR 32"o.c.) 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT = I- � O o_ ADDITIONAL LOADS: 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24 o.c. MAX. ARE �- W cn W O Q ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/ 3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP WRITTEN I- Z Q O � M w o A) ALL CEILING HUNG SOFFITS AND SOFFITS ( CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. APPROVAL FROM THE E.O.R. w ❑ = z w z E SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASEPLATE U.N.O. ON PLANS. I- O z F- w Y O WITH CABINETS AS SHOWN ON PLANS. MAX. AND (2) AT EACH CORNER. U NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST z W O U Q Q w a B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMPH10A FOR SINGLE PLY OR H10A-2 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS o W QIx w . 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS ' FOR 2 -PLY U.N.O. ON PLAN O (n ZO O o OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32 o.c. ORLL 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. STANDARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. Q 0 O EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THISQQ IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. z DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF CX EXT. WALL NAILING SHEATHING N OTESw LO STANDARD NAIL GENERAL DIAMETER/ LENGTH 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. U) N THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY a r' TRUSSES ROOFS: 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 2 h- 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) 8d 131" x 22' O 0 ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 z C) = O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND „ STRAP LOCATION. IF DOUBLE HETA16/20 A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE 2 HTSM16 STRAPS. Q 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN 10d .148 x 3 CONTACT E.O.R. FOR FURTHER REVIEW. O co LIJ � C 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 IF UPLIFT IS HIGHER THEN 2100lbs, OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE Z 0 = W CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP 12d 148" x 34' DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW SPACED NO MORE THAN 24 O.C. FLOOR F RAM I N G NOTES w = W � �7 Z ❑ I AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS:LULU PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. 16d 162" x 32' z OC 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 GENERAL NOTES. Q Q Q 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. 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOISTITRUSS CO. W =)V 8d RING SHANK 113" x 23i 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. a NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF $ _ CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. V a =11 LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 00 -Wj Y ~ 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILING NOTES 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING ❑ 0 co Z ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: TO AVOID CONFLICT. W W Q � 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. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. O a N 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, 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATIONo BLDG DESIGN: _ AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE INDICATED AS LONG AS IT MEETS OR EXCEEDS THE REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE.- CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV-ATIVELY DIAMETER AND LENGTH INDICATED. U) STRUCTURAL ENG: MCD THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, FLOOR SHEATHING NOTES W DRAFTING: CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. DESIGN: STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL 2. FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION STRUCT: JW BUILDER NOTE' BE IN ACCORDANCE WITH ASTM A 153. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ: IF LONGER ' v IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). QC CHECK: CC APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. a LAYOUT FLOOR NAILING NOTES JOB PSQ-21- 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED NOTES J ----STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL Q SCALE: AS INDICATED WITH (3)10d TOENAILS. SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE I-- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. w DATE: 02/28/17 CONNECTOR LEGEND w F COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSS6 OCIATES, 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. E t _ WALL LEGEND 0= 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL ® = 11'-4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS g U.N.O. ~ z w 0 EXTERIOR FRAME WALL w H2X6 H2X6 SCHEDULE U �(PARK SQUARE) N J1 Cil 0 M LO LID M SPACING SPACING H -� -� WALL HEIGHT STUD & SPECIES o U U INTERIOR ZONE END ZONE m CJ3T I - ---- --- -- -- --- ---- - I CJ3T III N _ _ 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX M I I 91-01S2x4 SPF #1/#2 16 O.C. MAX 16 O.C. MAX `�•.•• ••.• , i�� W 00 CJ5T I I CJ5T �� •' •�l� Y Z 'kirn 6•2�J I 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX Z� _ 4Q':� v O o; �F` W:W w -:J� V D12T 3 A A 3 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX m Z j is O; Z Q EXTERIOR FRAME WALL NOTES _� b� ••... ..•< 5 �. Q D D11T i F1 0 * O O LL U_ 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED w 3 D11T TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. w Q 5 16 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS KCJ3 I D10T & NAILING PATTERN. zLID . X 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE O W J1U III _ NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF ---------------------------D10 III SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR a REVIEW OF EXTERIOR STUDS a Q Q Q Q 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE _ MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS p 5 D10 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. J �� a D10 _ F - J7 w Z III ¢ D8 - - - a O X J7 III ULTIMATE WIND SPEED. 140 MPH EXPOSURE. B 2 N 2 M .. A L/N 5 a AR ri a (n W 0 a 2 U W LLO U) z O > U a Z ° A - W z U zoo a °ems _ Z z LL O w v -- z OQ W U ti W J =) coOZ5 U)p O iZHZ>ao0 V W z C M c W QOm m to .. 0 I— QQ CD x F- 17-ZQ0?:2W O moi, coWa0a .. � p 01 D9 n1Lu Cil r, �n 3 �==_ _ Z L j UO Q Q w Q E �a L) III B 3 0 = ~2o0 C1 0 Z M � o U _ U 0 a H2X6� �' C2 z X I - 5 Q SO i� �`i _ LID N III SD5 �___� W _ C2 O a C2 z 0 o rJ J Fn 1 w o (j)W C W C3 z EWW m p J W n III C4 GO- A 3 _ = W Cl) E1 W }- z W Z a 3 J5 Q_ Q E2 cn 0 U Cl) _ 3 ° W A. 00 ~ CJ5 CJ5A _ Z Q ti Z CE M CJ 0 CL_ CJ3 `�� CJ3 U w d. N W BLDG DESIGN: STRUCTURAL ENG MCD W DRAFTING: H2X6 a -DESIGN: Cil CJ1 cY) LO LID M J1 A 3 V-STRUCT: JW QC CHECK: CC =C3 U U) JOB No. PSQ-21— H2X6 H2X6 < SCALE: AS INDICATED Q DATE: 02/28/17 ROOF FRAMING PLAN NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND U0 w 1/4"=V-0. u S7C 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. ALTERNATE CONNECTIONS I.L.O. J -BOLT: SHEATHING PER PLAN STRUCTURAL 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. SHEATHING PER PLAN SHEATHING 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN. TYP. TRUSS TO FRAME PROVIDE STANDARD TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME .r"- '..._. �� °.:: .a cn HOOK EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER STD. CONNECTOR w 2x6x12 P.T. SYP #2 CONNECTION PER CONNECTION PER a.:.:. ¢ CENTER BUCK STD. CONNECTOR NOTES STD. CONNECTOR NOTES FRAME OUT TO BLOCK NOTES 1/2" J -BOLT W/ 51/2" O EDGE AS REQ'D FRAME OUT TO BLOCK EMBED. FRAME OUT TO BLOCK 2 2x PLATE '. (1) #5 IN TIE BEAM 1 1/2" 2x P.T. SYP #2 NAILER EDGE AS REQ'D EDGE J OF OPENING W/ (1) 1/4"x2 -3/4"Q (1) #5 BAR IN PRECAST MIN.LAST STUD OF LAST STUD OF z TAPCONS @ 24" O.C. & � z LINTEL 4" MIN. FROM . FACE OF CMU 4" FROM ENDS LAST STUD OF KNEE WALL KNEE WALL JOINING KNEE WALL JOINING ( (2) 2x TOP PLATE w h• �: �.; ; ��, (2) #5's VERTICAL IN ANCHOR NOT PERMITTED TO BE JOINING UP TO MAIN HOUSE UP TO MAIN HOUSE ( UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN WALLS SHALL BE • i GROUT FILLED CELL INSTALLED WITHIN 1-1/2" OF HEAD JOINT WALLS SHALL BE ATTACHED (2) 2x TOP PLATE ATTACHED TO MIN. i (2) 2x #2 SYP SEE PLAN WALLS SHALL BE ( FOR BEAM SIZE (ONLY MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. TO MIN. (2) 2x FULL HEIGHT I ( IF OPENING PROVIDED (2) 2x FULL HEIGHTMs. FOR BEAM SIZE ATTACHED TO MIN. z WALL STUDS W/ (2)-16d NAILS ( I (2) 2x FULL HEIGHT I PER PLAN) i ,. WASHERS & 5-1/2 MIN. EMBED. AT EA. 2x6 P.T. DOOR 12" O.C. WALL STUDS W/ WALL STUDS W/ o �� • ` �� ENTIRE COLUMN TO a BUCK, EA. SIDE OF OPENING. FIRST ANCHOR @ (2)-16d NAILS @ 12" I 2x4 SPF #2 KNEE WALL BE GROUT FILLED w (BOTTOM & TOP) 8 MAX. ABOVE GARAGE F.F. & 6 O.C. (p2 C 6d NAILS @ 12 z0 w W/ STUDS @ 16" O.C. U.N.O. m I BELOW TOP OF BUCK. SPACE REMAINING ANCHORS MIN. 2x4 SPF #2 KNEE WALL (2) 2x #2 SYP SEE PLAN ( W/ STRUCTURAL � 24" O.C. MAX WITH STUDS @ 16" O.C. W1 FOR BEAM SIZE 1/2" x 8" ANCHOR BOLT I SHEATHING FROM o • (1) #5 VERTICAL IN g U_ @ NOTE: CONTRACTOR TO VERIFY i w w STRUCTURAL SHEATHING MIN. 2x4 SPF #2 KNEE OR TITEN HD @ 32 I TOP OF WALL TO �... • GROUT FILLED CELL (IF BUCK TO CMU ATTACHMENT _ ON BOTH SIDES FROM TOP WALL WITH STUDS @ O.C. & 6 FROM EACH BOTTOM OF WALL. rn REQ'D PER PLAN) f - a LOCATIONS PER GARAGE DOOR BUILDER FRAME LLI M s a a OF WALL TO BOTTOM OF 16 O.C. W/ i END ATTACHED PER a a w U MFR.'S WRITTEN SPECIFICATIONS RADIUS AS REQ'D .. o Illlnuu// o: NOTE: SEE MD08 ON ~ w BEAM. ATTACHED PER STRUCTURAL •. ` �� * �/i ��' W O u: (_ 2x PT BOTTOM NAILING SCHEDULE p� ao b:. LINTEL PLAN Q 45 DEG. BEVEL CUT NAILING SCHEDULE ( SHEATHING ON BOTH `� ��•�•••••••.�� Y o I PLATE OTHERWISE SP2 CLIPS U _ O - a OTHERWISE SP2 CLIPS SIDES FROM TOP OF EACH STUD TO BEAM O �� .• ••, �j ii J Z� O m iv a 2x6 P.T. SYP #2 BUCK BUILDER FRAME PRECAST LINTEL OR z . e - a EACH STUD TO DOUBLE TOP WALL TO BOTTOM OF O END, 1 1/2 ABOVE RADIUS AS REQ'D KNOCK OUT COURSE r _ COm � , I PLATE AND SP1 CLIPS EACH BEAM. ATTACHED PER ABOVE AND SP1 CLIPS pQ'� �� rn a 6•� 2 iQ JN GARAGE F.F., EA. SIDE EACH STUD TO _ = �; 2 � O 'a SECTION OF OPENING STUD TO BOTTOM PLATE NAILING SCHEDULE MASONRY WALL BOTTOM PLATE m �,� 9 p_j E_au Q� da o Oco =Z iYZ IDO VERTICAL REINFORCEMENT DETAIL fi�DO GARAGE BUCK DETAIL (MAX. 170C) AFO' KNEEWALL AT DOWNSET BEAM fii=0" KNEEWALL AT UPSET BEAM FO KNEEWALL AT MASONRY WALL o %y6 ••LL age- ,,.�''�5`'�`�' ° , 13/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" U_ �� * P � ////11111111 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN p BEAM INTO LONG SPAN AS INDICATED ON BEAM U) SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN p W STRAP IS NOT REQUIRED. in I -- O Q PT. POST (AS NOTED) 0 a EXT. AS NOTED w x LAP BEAM PLYS AND NAIL AS SHOWN (5) J 0.131 x 3 1/4" NAILS Q PER PLY _ HTS20 CLIP FROM POST TO BEAM w Z EXTERIOR BEAM AS a O (2) 2x TOP PLATE W/ SEE SIZE NOTED PLAN VIEW @TOP OF POST 2 ~ SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x 3/16" x 2 1/4" 191, I . < 1x8 (3) 12d END NAILS TO LAST STUD ROOF SHEATHING, 2 PT POST (AS NOTED)O v a 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 31/4" 191, •. _ TYPICAL TIE BEAM W/ 3000 psi PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. ABU POST BASE o 2 U) 0 - CONC. W/(1) #5 REBAR CONT. DOUBLE TOP PLATE (AS NOTED) ¢ C) WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE d STD HOOK SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE 5/8" THREADED ROD w/ C15CD NUT SET IN ADHESIVE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE @ EACH STUD (2) 12d NAILS @ EO a Q f� • W H Q 4 2x PT STUD OR ALTERNATE 1x PT EACH END MASONRY WALL PER OF BUCK. 2x BLOCKING CRICKET AS REQUIRED ° FURRING TO CMU W/ 2x FRAMING PEREEE� PRE -ENGINEER SIMPSON LSTA30 W/ i _ \ ° i c / U W —� 00 Z PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR ' 4 PLAN ROOF TRUSS - SEE (22) 10d NAILS (ALL \ d i . a ice` SEE FOUNDATION � �4 FRAMING PLAN FOR CORNER CONDITIONS a i �� _� PLAN FOR ADDITIONAL O 1 TYPICAL FILLED CELL SPACING EXTERIOR SHEATHING STRAP AROUND \� �' 1It. i INFO zz W/ 3000 psi CONC. SEE PLAN FOR NAIL PER PLAN TALLER STUD) SIDE VIEW @BASE OF POST 0 W/(1) #5 REBAR VERT. CONNECTION 0 U ° VERIFY W/ PLAN FOR 2x BRG WALL, SEE o SEE FRAMING PLAN FOR REQ'D LOCATIONS CDO CORNER COLUMN FRAMING a BEARING WALL LOCATIONS. PLAN FOR STUD SIZE & Uj SEE BEARING WALL CMU WALLAS REQ'D SPACING. MIN (2) 2x SEE FLOOR PLAN FOR 3/4"=1'-0" 8 ° SCHEDULE FOR REQUIRED PER PLAN UNDER GIRDER TRUSS MORE BRG. WALL INFO CONNECTIONS, STUD U.N.O. v r SPACING, AND BLOCKING (4) EQ. SPACED 2' TITEN HD ANCHORS W/ PRE-ENG.TRUSS PER � U 3" 2x BLOCKING PLAN, 24" O.C. MAX c~n °0 —10 REQUIREMENTS . • MIN. 1 4 EMBEDMENT FOR HOLLOW W z -. BLOCK OR 3 1/2" EMBEDMENT FOR SOLID SIMPSON LSTA24 EACH (2) 2x TOP PLATE ROOFING MATERIAL m Q Q m STUD PER ARCHS Z ~ .BLOCK. MAX. 6" FROM TOP AND BOTTOM � OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" ATTACH 2x TO "' � ti . FROM TOP AND BOTTOM AND 12" O.C. 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) SEE FRAMING PLAN z j W U W BETWEEN TRUSS PER PLAN ROWS OF 10d NAILS 0 Q 00't ' � � r- E PLAN FOR STUD SIZE & FOR CONNECTION O f - SPACING. MIN (2) 2x STAGGERED @ 8�� 14 INFO Q � o m rq- PT BASE PLATE UNDER GIRDER TRUSS SEE PLAN FOR SEE ELEVATION v 'N U.N.O. CONNECTION O.C. < . TOP OF MASONRY w W Z 4 zp J 00= y m .� DO BEARING/ SHEARWALL CONNECTION TO CMU fiF'1 SECTION @DOUBLE BEARING F1 STEP @BEARING FRAME WALL SEE ARCH PLANS FOR _ � Z � O Q~ o } o 0 ��NOWV (Co 3/4"=1'-0" 314"=1'-0" OVERHANG INFO W Q W p< w 3/4"=1'-0" � w F- �n Zo0ZwZ E 01 I— V Ozl-wYO RE. ELEV. Q W U w a a. FOR O.H. _ 2 Oa TYP. SLo INGLE TIE -BEAM O U) Zo W/ (1) #5 CONT. V O p GROUT SOLID Q z w L0 PRE-ENGINEERED w p N PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE �— SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x 3/16" x 2 1/4" 191, I . < 1x8 3/16" x 2 1/4" 12" O.C. 2 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 31/4" 191, 2x8 3/16" x 31/4" 12" O.C. 2 TRUSSES PER PLAN @ Q 2 24" 0. C. MAX. WINDOW PER > ~ DOUBLE 2x TOP PLATE FLOOR PLAN z0 U TYP. TRUSS TO FRAME IF REQ'D, PROVIDE Q - CONNECTION PER STD O W o CONNECTION NOTES CLOSURE WALL w/ o � W > SINGLE TOP AND BASE PRECAST CONC. OR EXT, SHEATHING ATTACHED PLATE w/ (2) 16d NAILS POWERS STEEL SILL O J W u PER NAILING SCHEDULE FROM TO TRUSS. STUDS @ TYP. @ ALL WINDOWS w = W (j) TOP OF KNEEWALL TO BOTTOM i 24" O.C. &EXT. LLI }; W OR SP2 CLIPS AT TOP AND SP1 I SHEATHING INSTALLED p Z �— OPENING SIZE AND LOCATION PER PLAN NOTES: CLIPS AT BASE ARE REQ'D. ( PER NAILING PATTERN I . < EXT FINISH PER PLAN Z a 0. Q Q (NP) 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF U) 0 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 H Q MASONRY WALL PER OF BUCK. 2x BLOCKING CRICKET AS REQUIRED '��' MAIN FLOOR O —� 00 Z PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR ELEV 0'-0" p r EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16" ' CONCSLAB z Q ti P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. O/C - MAIN SPAN ROOF . - •-. , SEE FOUNDATION VERT REINF. BEYOND O CL0-N SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 2x P.T. PLATE TRUSS I—_III— I—III_— PLAN FOR MORE INFO O w EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3 NAILS (I 1_� i I_— �: p BLDG DESIGN: STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. 1/2" x 8" A.B. OR TITEN HD @ 32" STRUCTURAL ENG: MCD MAX. 2 PLIES OVER INITIAL P.T. BUCK. O.C. & 6" FROM EA. END,w - MASONRY WALL PER DRAFTING 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PLATE � � - �_ PLAN -DESIGN: -- OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS - UPLIFT CONNECTOR SEE FOUNDATION - -STRUCT: JW (FASTENING) ARE MET: (SEE SCHEDULE) DETAILS FOR FTG INFO :3QC CHECK: CC 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID TOP KNOCK OUT GROUTED CMU. COURSE W/ (1) #5 MASONRY WALL PER O J JOB No. PSQ-21— 6. WINDOW OR DOOR INSTALLATION BY OTHERS CONT. PLAN < SCALE: AS INDICATED DO 2x BUCK DETAIL fiF1 KNEEWALL ABOVE MASONRY WALL S01 TYPICAL ONE STORY CMU WALL SECTION w io DATE: 02/28/17 LU 3/4"=1'-0" O 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. H I _ SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" WHERE O.H. IS > V-0", DROP GABLES2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H. O.C. O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ (3) 12d TOENAILS. CONNECT TO O.H. SIZE SHEATHING NOT REQ'D SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS DROP GABLE WITH H2.5 CLIP. MAX (T) ROWS 12d NAILS STAGGERED @ 12" TO BE CONT. @THE TO BE CONT. @THE REQ'D) 2'-0" O.H. O.C. EA. FACE OR (3) TRANSITION FROM TRANSITION FROM BEAM TO GABLE. WALL TO GABLE X X' ROWS 12d NAILS TRUSS TRUSS STAGGERED @12 CONT. 2x4 O.C. FOR 2X10 OR Q DOUBLE 2TOP PLATE x GREATER HEADER 2x4 DIAGONAL BRACE z - _ \ 48" O.C. TO 3RD BAY w @ LSTA30 HEADER TO p FASTEN SIDE WALLREQ'D STUDS U.N.O. BEAM PER PLAN SHEATHING PER PLAN. 1 \ STRONGBACK, SEE (5) 6d NAILS CHART _ \ DOWNFRAME TO TO DOOR SIM TO EXT. SHEATHING; BLOCKING\ GABLE BRACING (+) WF01/SD3 _ N SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE CHART 2X STUDS TYP. DIAGONAL TO BEAM DIAGONAL TO TOP PLATE :77 PROVIDE 2x4 BRACE ATTACH JAMB STUDS w TO EA. ADJ. DIAG.BEAM CONNECTION AS EN TO DIAG. REQ DNPER CK IF PER WF08/SD3 � M FRAME WALL CONNECTION BASE PLATE TO BE W „ „ „ w/(2) 16d NAILS. CHART N ATTACHED TO FTG o ` ' 4- REQ'D GABLE END "L" AND/OR U +`'' GABLE BRACING @ _ USING 1/2" !^d J -BOLTS O ��//�' w O BRACING STRONG BACK PER GABLE 48" O.C. NOT REQ'D A GABLE END OR EPDXY ANCHOR @ 0 �� ..••••..�`�.�jl. �i� Z END BRACING CHART � SHEATHING �Z` '• (�J % _ 6 FROM EAVES 6" FROM EA. END OF o � �•• "' �� Q 2x4 SYP #2 TOP CHORD BRACING FASTEN PER BASE PLATE & WALL j �� u- 6p'•.2 LAN. OPENINGS & 32 O.C. m = ..w Co _ _ J ZU BACK FROM GABLE ENDS MIAN. 48„) WASHEIR. AT SLAB 2„ Q _' .• Z = W ��: Q CONTRACTOR TO FIELD VERIFY WHICH GABLE END y .e �•. } p '2' 'O� STEP DOWNS, EMBED. 0 CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TO .TRUSS PER � �i d' ..•• 5 � ti. FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. MUST BE 7 BELOW i��'� •.....• O� `� DOOR STEP w CHORD. REFER TO H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED SIMPSON A23 @ EACH GE02 FOR REQ'D (1) 2x4 BRACE T-0" < H :!r: 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < HA14'-0" MAINTAIN 31/4” . BRACE TO PLATE BRACING TYP. 14'-0" < H:618'-8" STRONGBACK W/ (2)2x4 BRACE U) CLEARANCE BETWEEN 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM SEE GABLE 0 INSIDE FACE OF CMU WASHERS (MIN. 6" CHORD BRACING @ 16" PLYWOOD FOR REQ'D AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM SP4 @BASE OF EA. O 0 SHEATHING & J -BOLT EACH END AND 32" ATTACHMENT W/ (3) NAILING PER WOOD WALL SCHEDULE ON O.C. MAX. 0 10d TOENAILS EA. END 2x4 ATTACHED TO EA. ~PLAN W SHALL _ =zo MIN. (2) TRUSS BAYS N. RUN CONT. .- 2x8 P.T. PLATE, CANT. w M BACK FROM GABLE „ J ACROSS GABLE TO BOTTOM OF - FOR CLG. NAILING = U END (MIN. 48) U FALSE BEAM. - SURFACE o m 2x TOP PLATE TO ATTACHED PER PROVIDE 16d NAILS p GABLE END W/ 12d NAILING GABLE END TRUSS TO :, = NAILS @ 6" O.C. SCHEDULE GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 41-811 ,- " H_ 7 0 (1) 2x4 BRACE T-0" < H :!r: 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < HA14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2)2x4 BRACE GABLE 2x4 BRACE O WITH (2) 10d NAILS INFORMATION NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE .. (1) A23 FROM - ----- -- -- BEAM @ 16" O.C., IF REQ'D W/ (4} 2x4 BRACE IF REQ'D STRONGBACK TO 10d NAILS @ EA. TRUSS BRACE SEE CHART. DIAGONAL TIE BEAM COURSE w/ TOP AND BOTTOM . 2x4 #2 SYP CMU WALL OR LINTEL- (1) #5 CONT. BLOCKING MIN. 2x4 SYP #2 STUDS @ 16 O.C. 10d COMMON NAILS @ \ BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN 6" O.C. CMU WALL CONNECTION WI (3) 10d NAILS EACH END TYP. FRAME DOWNSTUDS ONLY F q\ / - -- - vj FALSE BEAM GABLE VERTICAL W 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x • • • • W BLOCKING @ 16" O.C. W/ (3) 10dIF REQ'D WIDE 2ND 2x4 BRACE IF a x REQ'D, SEE CHART _ NAILS EACH END �-- U W CLEAR SPAN CONNECTION A -A GABLE VERTICAL BRACING 2x6 2X CRIPPLES @ 16" O.C. 0 CO 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** loa COMMON NAILS@ TOPAN SIMPSON TOM IF . o 8" O.C. TOP AND BOTTOM IF U) HEADER IS NOT FLUSH o U C 4EO GABLE END @ FLAT CEILING CONNECTIONS - (GE�OGABLE END BRACING SP4 TOP of CRIPPLE AGAINST TOP PLATE STRAP LOCATION *WHEN STUD LENGTH a 3/4"=1'-0" 3/4"=1'-0" IS < 12" USE LSTA30 L g (150 MPH EXP. B) STRAPS AT EA. STUD WRAPPED OVER TOP 0 Q f PLATE & NAILED TO U HEADER EA., SIDE W/ o• O W z (11) 10d NAILS p a r cn 0 dC SP4 TOP OF CRIPPLE AT "- of ti STRAP LOCATION z �--' W 0 IWw-• (2) ROWS 12d NAILS H N J 0 o STAGGERED @ 12" O.C. U fl. o6 vj Ci co N �' 8 EA. FACE OR (3) ROWS O t ' ' CD w z p c� • 12d NAILS STAGGERED = LJ1 W z U 0 m @ 12 O.C. FOR 2X10 E- J o OR GREATER HEADER F C 0 CC - 42 " SEE HEADER W U) Q �p w o SCHEDULE FOR w Z p= Z w Z E HEADER CONNECTION 0 W 0 z� W¢ 0 INFORMATION o W Q LL 0 W J °' O (n z CV) LSTA30 HEADER TO U 0 U- 0 STUDSU.N.O. Q z_ FILLING AND BLKING p AS REQ'D W/ (2) ROWS W C4 OF 12d @ 16" O.C. TO 0 CL 2x4 SYP #2 BLOCKING HEADER UNO @ 48" O.C. MAX. W/ (3) TRUSSES AT 24" O.C. 2X STUDS TYP. z 12d TOE -NAILS @ EA. ROOF SHEATHING PER o 0 0 END. REDUCE TYP. NON -LOAD Q PLAN ATTACH PER ATTACH JAMB STUDS (/� � . W p SPACING TO 24" O.C. BEARING WALL PER SIMPSON DTC @ 48" STRUCTURAL NAILING SCHEDULE PLAN. STUDS @ 24" PER WF08/SD3 O W > @ WALLS CARRYING O.C. ATTACH W/ (6) 8d SHEATHING p LOADS SUCH AS NAILS (MAX. - _ z W W O.C. MAX. STUD 4, ATTACHED PER BASE PLATE TO BE z SPACING TO BE NAILING SCHEDULE ATTACHED TO FTG w = U) CABINETS OR HEAVY- VERTICAL GAP W W REDUCED DOWN TO 44 USING 1/2" J -BOLTS OR SHELVING BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS TYP. NON -LOAD W z SIMPSON DTC @EACH 2x4 #2 SYP CONT. W/ EPDXY ANCHOR @ 6" p � Z LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER DOOR z D. HORIZONTAL BLOCK LOADS SUCH AS (2) 16d COMMON OPENING FROM EA. END OF BASE Q a Q LOCATION. ATTACH W/ TRUSS BLOCKING.) PLAN. STUDS @ 24" I— �� CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD NAILS EA. STUD OR PLATE & WALL _ M V (6) 8d NAILS (MAX. -1 SHELVING. - 70 24" O.C. FOR �, SPACING TO BE TRUSS MEMBER, OPENINGS & 32 O.C. W/ F— CY U) Q VERTICAL GAP TYP. (MAX. 24" O.C.). 7" MIN EMBED PER BRG C� U) M = BETWEEN 12" LONG HOLD TOP OF WALLS CARRYING REDUCED DOWN TO IF MASONRY, USE (2) WALL SCHEDULE. AT 0 W �' D LOADS SUCH AS 16" O.C. MAX. @ 00 Z - BLOCK &TRUSS 1/4" TAPCONS W/ SLAB STEP DOWNS, F- � NON -LOAD BEARING p 0 BOTTOM CHORD/ " CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" EMBED. MUST BE 7" w TRUSS BLOCKING.) WALL DOWN 1-2 SHELVING LOADS SUCH AS O.C. MIN. BELOW STEP z CL a CM BELOW BOTTOM OF CABINETS OR HEAVY 0 �- 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" W LONG @ HORIZONTAL CHORD. LONG @ TRUSS SHELVING. TRUSS OR ROOF P.T BASE PLATE o BLDG DESIGN: - BLOCKING LOCATION LOCATION FOR CLIP SYSTEM co STRUCTURAL ENG: MCD FOR CLIP ATTACHMENT, @ 48"NOTE: CONTRACTOR TO NAIL W DRAFTING: WOOD/MASONRY -DESIGN: --- ATTACHMENT. ATTACH O.C. ATTACH TO WALL WALL OR TRUSS, 1st KING STUD INTO HEADER-STRUCT: JW SEE PLAN PER HEADER SCHED. THEN SP4 @BASE OF EA. TO WALL SINGLE TOP SINGLE TOP PLATE W / HOLD TOP OF F- - PLATE W /MIN. (4) 8d MIN. (4) 8d NAILS. NON -LOAD BEARING ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE QC CHECK: CC BEARING WALL h NAILS. WALL DOWN 1-2' REQ'D. SCHEDULE ON NOTES & cn TBELOWRUSS JOB No. PSQ-21— BOTTOM OF SINGLE 2x TOP PLATE CONNECTOR LEGEND Q SCALE: AS INDICATED SINGLE 2x TOP PLATE TRUSS BOTTOM SHEET FOR MORE INFO. z CHORD. w DATE: 02/28/17 AF2 NON-BEARING WALL (PARALLEL TRUSS) 602 LEDGER @ LOW ROOF fiFO) TYPICAL HEADER DETAIL p 1/2"=1'-0" 3/4"=1'-0" 1/2 "=1' w -0" H 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. OPENING'fill tII0 P.T BASE PLATE U- U) SEE GABLE 0 CONNECTION DETAIL FW - FOR REQ'D SP4 @BASE OF EA. O 0 CONNECTIONS STUD U.N.O. SEE BEARING a WOOD WALL SCHEDULE ON 2x4 ATTACHED TO EA. NOTES & CONNECTOR LEGEND SHEET FOR M RE ^ GABLE 2x4 BRACE O WITH (2) 10d NAILS INFORMATION NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE .. (1) A23 FROM - ----- -- -- BEAM @ 16" O.C., IF REQ'D W/ (4} 2x4 BRACE IF REQ'D STRONGBACK TO 10d NAILS @ EA. TRUSS BRACE SEE CHART. DIAGONAL TIE BEAM COURSE w/ TOP AND BOTTOM . 2x4 #2 SYP CMU WALL OR LINTEL- (1) #5 CONT. BLOCKING MIN. 2x4 SYP #2 STUDS @ 16 O.C. 10d COMMON NAILS @ \ BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN 6" O.C. CMU WALL CONNECTION WI (3) 10d NAILS EACH END TYP. FRAME DOWNSTUDS ONLY F q\ / - -- - vj FALSE BEAM GABLE VERTICAL W 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x • • • • W BLOCKING @ 16" O.C. W/ (3) 10dIF REQ'D WIDE 2ND 2x4 BRACE IF a x REQ'D, SEE CHART _ NAILS EACH END �-- U W CLEAR SPAN CONNECTION A -A GABLE VERTICAL BRACING 2x6 2X CRIPPLES @ 16" O.C. 0 CO 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** loa COMMON NAILS@ TOPAN SIMPSON TOM IF . o 8" O.C. TOP AND BOTTOM IF U) HEADER IS NOT FLUSH o U C 4EO GABLE END @ FLAT CEILING CONNECTIONS - (GE�OGABLE END BRACING SP4 TOP of CRIPPLE AGAINST TOP PLATE STRAP LOCATION *WHEN STUD LENGTH a 3/4"=1'-0" 3/4"=1'-0" IS < 12" USE LSTA30 L g (150 MPH EXP. B) STRAPS AT EA. STUD WRAPPED OVER TOP 0 Q f PLATE & NAILED TO U HEADER EA., SIDE W/ o• O W z (11) 10d NAILS p a r cn 0 dC SP4 TOP OF CRIPPLE AT "- of ti STRAP LOCATION z �--' W 0 IWw-• (2) ROWS 12d NAILS H N J 0 o STAGGERED @ 12" O.C. U fl. o6 vj Ci co N �' 8 EA. FACE OR (3) ROWS O t ' ' CD w z p c� • 12d NAILS STAGGERED = LJ1 W z U 0 m @ 12 O.C. FOR 2X10 E- J o OR GREATER HEADER F C 0 CC - 42 " SEE HEADER W U) Q �p w o SCHEDULE FOR w Z p= Z w Z E HEADER CONNECTION 0 W 0 z� W¢ 0 INFORMATION o W Q LL 0 W J °' O (n z CV) LSTA30 HEADER TO U 0 U- 0 STUDSU.N.O. Q z_ FILLING AND BLKING p AS REQ'D W/ (2) ROWS W C4 OF 12d @ 16" O.C. TO 0 CL 2x4 SYP #2 BLOCKING HEADER UNO @ 48" O.C. MAX. W/ (3) TRUSSES AT 24" O.C. 2X STUDS TYP. z 12d TOE -NAILS @ EA. ROOF SHEATHING PER o 0 0 END. REDUCE TYP. NON -LOAD Q PLAN ATTACH PER ATTACH JAMB STUDS (/� � . W p SPACING TO 24" O.C. BEARING WALL PER SIMPSON DTC @ 48" STRUCTURAL NAILING SCHEDULE PLAN. STUDS @ 24" PER WF08/SD3 O W > @ WALLS CARRYING O.C. ATTACH W/ (6) 8d SHEATHING p LOADS SUCH AS NAILS (MAX. - _ z W W O.C. MAX. STUD 4, ATTACHED PER BASE PLATE TO BE z SPACING TO BE NAILING SCHEDULE ATTACHED TO FTG w = U) CABINETS OR HEAVY- VERTICAL GAP W W REDUCED DOWN TO 44 USING 1/2" J -BOLTS OR SHELVING BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS TYP. NON -LOAD W z SIMPSON DTC @EACH 2x4 #2 SYP CONT. W/ EPDXY ANCHOR @ 6" p � Z LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER DOOR z D. HORIZONTAL BLOCK LOADS SUCH AS (2) 16d COMMON OPENING FROM EA. END OF BASE Q a Q LOCATION. ATTACH W/ TRUSS BLOCKING.) PLAN. STUDS @ 24" I— �� CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD NAILS EA. STUD OR PLATE & WALL _ M V (6) 8d NAILS (MAX. -1 SHELVING. - 70 24" O.C. FOR �, SPACING TO BE TRUSS MEMBER, OPENINGS & 32 O.C. W/ F— CY U) Q VERTICAL GAP TYP. (MAX. 24" O.C.). 7" MIN EMBED PER BRG C� U) M = BETWEEN 12" LONG HOLD TOP OF WALLS CARRYING REDUCED DOWN TO IF MASONRY, USE (2) WALL SCHEDULE. AT 0 W �' D LOADS SUCH AS 16" O.C. MAX. @ 00 Z - BLOCK &TRUSS 1/4" TAPCONS W/ SLAB STEP DOWNS, F- � NON -LOAD BEARING p 0 BOTTOM CHORD/ " CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" EMBED. MUST BE 7" w TRUSS BLOCKING.) WALL DOWN 1-2 SHELVING LOADS SUCH AS O.C. MIN. BELOW STEP z CL a CM BELOW BOTTOM OF CABINETS OR HEAVY 0 �- 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" W LONG @ HORIZONTAL CHORD. LONG @ TRUSS SHELVING. TRUSS OR ROOF P.T BASE PLATE o BLDG DESIGN: - BLOCKING LOCATION LOCATION FOR CLIP SYSTEM co STRUCTURAL ENG: MCD FOR CLIP ATTACHMENT, @ 48"NOTE: CONTRACTOR TO NAIL W DRAFTING: WOOD/MASONRY -DESIGN: --- ATTACHMENT. ATTACH O.C. ATTACH TO WALL WALL OR TRUSS, 1st KING STUD INTO HEADER-STRUCT: JW SEE PLAN PER HEADER SCHED. THEN SP4 @BASE OF EA. TO WALL SINGLE TOP SINGLE TOP PLATE W / HOLD TOP OF F- - PLATE W /MIN. (4) 8d MIN. (4) 8d NAILS. NON -LOAD BEARING ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE QC CHECK: CC BEARING WALL h NAILS. WALL DOWN 1-2' REQ'D. SCHEDULE ON NOTES & cn TBELOWRUSS JOB No. PSQ-21— BOTTOM OF SINGLE 2x TOP PLATE CONNECTOR LEGEND Q SCALE: AS INDICATED SINGLE 2x TOP PLATE TRUSS BOTTOM SHEET FOR MORE INFO. z CHORD. w DATE: 02/28/17 AF2 NON-BEARING WALL (PARALLEL TRUSS) 602 LEDGER @ LOW ROOF fiFO) TYPICAL HEADER DETAIL p 1/2"=1'-0" 3/4"=1'-0" 1/2 "=1' w -0" H 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. 2x4 BLOCKS, (2) 1F'' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @6"O.C. NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING 7/16" O.S.B. EA. SIDI %THING PER PLAN AROUND CURVE. MIN. 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN 2x8 W/ (2) 16d TOE SEE TYPICAL HEADER FRAMING DETAILS FOR ADDITONAL INFORMATION (HEADER CAN BE EITHER UPSET OR DOWNSET) WHERE O.H. IS > 1'-0", NAILS EA. END 2x BLK'G. TO O.S.B. W/ 2x Wi (2) 16d TOENAILS a DROP END GABLE w/ ARCH PER ELEV (2) - 8d EACH END < EACH END OUTLOOKERS @ 24" 2x SPF CONT. HEADER PER z O.C. TO RUN BACK TO BLOCKING ATTACH TO LOCATION CO 1ST COMMON TRUSS 7/16" OSB W/ (2) 8d (3) 16d COMMON w WITH (3) 12d TOENAILS. NAILS END VIEW W/ CMU NAILS (TYP.) , CONNECT TO DROP h GABLE WITH H2.5 CLIP. 7/16" OSB EA. SIDE, W/ HEADER (SEE PLAN) N MAX 2'-0" O.H. 6d NAILS @ 16" O.C. TO Z SIDE &TOP NAILER7!7jp 2x4 SPF CONT. � CONT. 2x4 BLOCKING ATTACH TO o - 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d w a NAILS w `��I111111///�� LLl F- (5) 16d NAILS BRACE 2x4'S @ 24" O.C. 2x BUCK PER DETAIL 7/16" OSB EACH SIDE o TO BLOCKING ARCH PER ELEV p GABLE END MD04/SD1 2x BLKG. TO O.S.B. W/ � � * � i,� � PROVIDE 2x4 BRACE (2) - 8d EACH END W/ 6d NAILS @ 16 O.C. ` •...•••••.•• �� W SHEATHING FASTEN .� •• �� Y TO EA. ADJ. DIAG. PER PLAN TO SIDE &TOP NAILER z �+� � 6 •�2 = Z 4 w _ Uao FASTEN TO DIAG.w/(2) 2x BUCKS, o _ ; z ro . O J _ O 16d NAILS. SPLICE AS REQ'D END VIEW W� WOOD M - W Z d - O: Z LLi M 2�; z ; p , SIMPSON H10A DIAG. d' •..• Q TO BLOCKING fiFO ARCH WINDOW FRAMING DETAILS o '�., ••' 3/4"=1'-0" '��//I11111p1�O ``` m LL.� w NOTES: U_ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN GABLE BRACING @ 48" PROVIDE 2x BLOCKING 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION O W O.C. MAX. 45° FROM FOR NAILING 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE — HORIZONTAL (+/- 100) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's PER DETAIL U ~ BRACE NOT REQUIRED 1" EDGE 1 1/2" EDGE p 6' FROM EAVES.a TRUSS PER PLAN SEE PLAN FOR �, 0 10d x 3" w 10d x 3 COMMON _ SUPPORT AND TIE W O DOWN OF JACK p _j TRUSSES o z PROVIDE BLOCKING Z o 2 1/2 w 2 1/4" c� w z 2" _ BETWEEN TRUSS BAYS w 1 1/2" z _ z v _ F- @ 48" O.C. FOR FIRST 3 a BAYS SEE GABLE WALL PER PLAN N � N d N w � CONNECTION DETAIL FRAME WALL SHOWN N J Z FOR REQ'D ( 10d x 3 COMMON w a O_ MAY ALSO BE o a CONNECTIONS-'0MASONRY) 10d x 3" COMMON OPP. ON O ~ U a - 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** SIDE � 0 � o 0 10d x 3" OPP. SIDE Q v Z a a - _ W co w GEO GABLE END @ FLAT CEILING W/ BOSTON HIP °° °° - o 3/4"=1'-0 0 10d x 3" COMMON CL DISTANCE PER L) W OPP. SIDE DETAIL p U (2) 2x4's (2) 2x6's (2) 2x8's z INSIDE PLY NAILS NAILED AT 8" O/C O (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x'S o U o fi FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN a q a a 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. w I 1-1/2"=1'-0" Lo • 8 g FASTEN w/ (5) 10d COMMON I O NAILS @ EACH END (TYP.) o D U 2 I F- x ` 2x6 RAFTER TO 2x8 RIDGE � � F- Z ° -D BOARD W/ A35 ON ONE SIDE W �I11' OF RAFTER. ATTACH A35 ON a ADJ RAFTER TO OPP SIDE I w 2 O C/) w (AS SHOWN) .- J o�� E to P_ 0 FASTENSYPORSPF2X6(MIN. -- — — — — -------- O w p p N a, z WIDTH) PLATE THRU O.S.B z > J co LL in J O o SHEATHING (THICKNESS PER <<�� JP�� W J U o m >-pr- PLAN) TO PRE ENG TRUSS _ � Z � BELOW W/ 1/4"x4-1/2.. I_- — �cUi�w <'n'2 SIMPSON SDS SCREWS 2x62 Z PLATE TO TOP CHORD OF 2X8 RIDGE BOARD W O Z O z w w0 ' EACH TRUSS BELOW FASTEN CONY. 2x VALLEY RAFTER Z W v U Q= w g a E 2x6s @ 24" FRAMING (OR PRE -ENG VALLEY TRUSSES) o W Q � O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR 2 F- O LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. O � Z cho CF01 FIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN. a o O 2x STUDS @ 16" O.C. FOR KNEE WALL o w to F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT p � BUILDER NOTE: O ROOF SHEATHING FOR STRAP a SOFFIT FRAMING NOT M F - REQUIRED WITH ALUMINUMCOF O O z C NT. ROOF SHEATHING NAIL PER PLAN _ 'S'C OR VINYL SOFFITS O p 0 J OV OV Sc ROOF SHEATHING D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO FASTEN PEAR PLAN THING,2+<FRLgAerO FASTEN PER PLAN D \ O W ; ; TO TOP CHORDS OF TRUSSES BELOW WHEN \ o w W > ROOF CTyO,RcUSS NCT,S,O SSS BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D z PO A, BELOW AND CONNECT w/ HTS20 @ 32" O.C. Q J W y 2x4 FRAMING @ 24" w _ LLJ Vi O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW _ W 2x4 FRAMING @ 24.. O.C. MAX. LU Z O.C. MAX. PROVIDE (4) 10d x 3,. H \ q z D. 2x SCAB w/ 10d NAILS / J z Q Q _ @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT O 2x PLATES OVER ROOF DECK PER VALLEY F- NAILS AT JOINT FRAMING DETAIL _ = V PER -ENG TRUSSES F- F- CJ (n Q PER PLAN 2x SCAB w/ 10d NAILS B G H A K 'U Vi _ �. @4"O.C. �. DOUBLE TOP PLATE O � < O � 0 TRUSS CONNECTION PER -ENG TRUSSES \ 0 0 00 Z PER PLAN 2x FASCIA PER PLAN 2x FASCIA C O SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B z Q ti CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS RAFTER !V _ LEDGER PER PLAN TO LEDGER E COMMON TRUSS PER PLAN OR CONY. FRAMING w/ C o BLDG DESIGN: 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d J STRUCTURAL SHEATHING PER PLAN AND ROOF U) STRUCTURAL ENG: MCD 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PERFINISH PER ARCHITECTURAL PLANS w DRAFTING: O.C. NAILS @ 16 O.C. G E w -DESIGN: — PLAN CURVED ROOF.TRUSSES PER PLAN OR CURVED D SEE ELEV. FOR SEE ELEV. FOR O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING sTRucT: JW O.H. SIZE O.H. SIZE QC CHECK: CC NAILED @ 6" O.C. STAGGERED G w CONDITION @ CMU WALL CONDITION @ FRAME WALL F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IFREQ'D W JOB No. PSQ-21— NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE Ia_ SCALE: AS INDICATED TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. w DATE: 02/28/17 fiFl"�TYPICAL SCAB OVERHANG o 3/4"=1'-0" w cn SD3 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. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. TOP PLATE TO FRAME PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL PANEL W/ (2) 10d NAILS INSTALL SIMPSON TOP PLATE. ATTACH @ g.. O.C. (FOLLOW _jPSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. NAILING g NAILS TYP. TOP &BOT. (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS w + • ATTACH 2x4 STUDS TO + (2) 10d NAILS @ 3" O.C. DETAIL FOR ALL TOP a 2x4 #2 SYP P.T. TOP PLATE W/ (3) 12d PLATE SPLICE w BLOCKING 24" O.C. 2x4 BLOCKING (2) 12d + WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT LOCATIONS) W/(2)12d END NAILS NAILS, TOENAILED @ + THEN (2) ROWS 10d ALL LOCATION TRUSS PER PLAN @ EACH END EACH END.AT 24" O.C. ROOF SHEATHING" .NAILS @ 8 O.C. PER PLAN OTHERWISE 2x4 WALL BEYOND gBpiLj/� N TRUSS PER PLAN TRUSS PER PLAN AGAINST 2x8 STUDS z DTC CLIP, (2) 8d NAILS ATTACHED PER INTO BLOCKING, (4) 8d 48, • • �, (WF08/SD3) NAILS INTO TOP PLATE OVERLAP TOP PLATE w (2) 16d TOE NAILS AT CORNER BRACE TO LEDGER TOP SPLICE @ M SIMPSON LTAZ DOUBLE 2X4 TOP p 11111111/� w DOUBLE TOP PLATE ATTACH 2x8 STUDS TO w �I �/ a T_ NAIL BOTTOM PLATE 00 BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d PLATE TO EACH PLY OF BUILT o. �� /�� MASONRY WALL OR (10) 10d NAILS AND NAILS @EACH WEB TOP PLATE W/ (4) 12d TOE -NAILS TYPICAL UP COLUMN BELOW W/ `��`��,•��;;��•��j7� ��' J Z LINTEL SEE PLAN �' MIN. 41/8" EXTERIOR SHEATHING. ATTACH 2x4 STUDS TO . • ` •• t19 EMBEDMENT OR z ATTACH PER PLAN TOP PLATE W/ (3) 12d rn w 6,S y AT ALL LOCATION (2) 10d NAI z O; O o; J g TOE -NAILS TYPICAL AT TOP SPLICE m w �c ¢� Q CJ p SIMPSON META16 a FROM TOP OF WALL TO BOTTOM ALL LOCATION = all • . Z STD CONDITION n CMU BOTTOM SPLICE OVER DouBLE2x8TOP TOP PLATE CORNER TRANSITION 26';� co o o v 2x8 #2 SPF STUDS AT STUD PLATE O �i 7 •'• ••• 5��1W _J SIMPSON DTC, (2) 8d 16 O.C. E' ��•... • �� m I NAILS INTO BLOCKING, w (4) 8d NAILS TO TOP MASONRY WALL OR 2x8 #2 SYP PT. BASE _ /�1►11111111 LINTEL SEE PLAN PLATE W/ 1/2" x s" TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) F - 9F TRUSS PER PLAN PLATE ANCHOR BOLT OR FO TYPICAL TOP PLATE SPLICE @ BRG. WALL U_ TITEN HD @ 32" O.C. & - 3/4"=1'-0" z TRUSS PER PLAN 6" FROM EACH END 0 W VAULTED CONDITION @ CMU Q 0 0 2x4 SYP #2 BLOCKING, w @ 24" O.C. W/ (2)12d 0 END NAILS @ EACH END. J Q WALL SHEATHING PER SIMPSON LTA2 TRUSS TO CMU W/ MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL O1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & PLAN (10) 10d NAILS &MIN. 41/8 2x DBL TOP PLATE _ 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT _ D= NAIL SPACING �� 0 0 0 0 0 0 0 0 0 2 OR HORIZONTALLY TRUSS TOP & BOTTOM USING 1 ROW OF 8d NAILS "v o o u c o C EMBEDMENT OR SIMPSON BEYOND ) O @ M N 17 — T-1— PER NOTE #2 w Z 2x WALL, SEE PLAN c7 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. D � z SHEATHING PER PLAN O n �n� HGAM 10 W/ (4) 1/4" x 1 1/2" SDS ------------ � — � � I I I FRAME WALL SCREWS & (4) 1/4" TAPCONS OR I — — — rr- — 71— — rl- — I C Q _ 0 NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d STD CONDITION FIELD w z -� �- �� @ WALL SPLICE, _ iQ NAILS @ 3 O.C. WALL DOUBLE TOP I D/2 I I O EQUAL MAINTAINING MIN. 2" I I 5 I I I( I I VERIFY IF REQUIRED a D w PLATE PER PLAN U a' EMBEDMENT@ ENDS p x O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS p (4)10d NAILS@ EA. TRUSS PER PLAN OTHERWISE 24" O.C. U.N.O. ON I I - I I - I I - I I a M z = @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING Q V BLOCKING TO FRAMING PLANS III J L — _U _ _ _ — — — ® NAIL INT: W/ 8d NAILS @ 12 O.C. & NAIL EDGES 6 O.C. L � W PLATE III III I I I I WALL SHEATHING O _ U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS w I I I SPLICE, SEE SPLICE O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PEkPLAJN4=':��3/8'" S= NAIL SPACING �TRUSS PER PLAN III III I I I I I ,� -_TRUSS PER PLAN OPENING SPACE ETWEEN w .,Q w HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & vPER NOTE #1(2)10d NAILS TO w BOTTOM M U WPANELS . "- BOTTOM CHORD III � I( I I I I I I U) O @EACH END OF III I Two III I II II �.,T��,,,., �,,��T�,.�,. SINGLE NAIL EDGE SPACING U) > BLOCKING - Q. IIIAROUND (I I OPENING 2x STUDS BEYOND, III I I I I I I SEE PLAN FOR MORE " � � V\. -'.I .I V. IV 1. 1....V PROVIDE PIECE OF J cab g 2x4 SYP #2 FLAT p Q /l U (2)10d NAILS TO BLOCKING, @ 24" O.C. . a LAY 2x4 SYP #2 BLOCKING I (I III I j I I I INFO �. Z O SHEATHING BETWEEN BOTTOM CHORD O W/ (2) 12d END NAILS w � OVER THE TOP OF THE BOTTOM _ _ III (— III I I I I ) I CO w = EXTERIOR WALL @EACH END OF @ EACH END. LINTEL PER •..� : CHORD. ATTACH W/ (2) 10d III I I I I ( I III I I I I I I = Q W SHEATHING &BLOCKING. BLOCKING PLAN NAILS @EACH TRUSS 24" O.C. I I_IL—�— ILL IL J = O ~O SHEATHING TO HAVE WALL SHEATHING PER MAX. BLOCKING SHALL EXTEND — — — — _U —IL- — — — — — — — — p C/) Cl) CO SAME THICKNESS & PLAN A MIN. OF (1) TRUSS BAY EACH "O LL 00 STRENGTH ORIENTATION 2x WALL, SEE PLAN SIDE OF BOND BEAM, TYP. FLOOR SYSTEM "W '` AS EXTERIOR WALL ----- — — — — — — — — — SHEATHING BEARING CO N DITION @ CMU WALL CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP ALT. BLOCKING @ FRAME CONDITION 0 OPENING SIZE 1 BEYOND SEE PLAN NAILS SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d AA I FO NON BEARING WALL CLIP DETAIL &P1 EXTERIOR SHEATHING SCHEDULE FLATWISE W/ (2) 16d NAILS EACH END @ 3" O.C. TOP & BOT. OF SHEATHING SPLICE U) > U° - Q. Uj J cab g p Q /l U z — U) p W z Q m �Z M O w � z O LU W U F- E P o v �S�O NM 3/4"=1'-0" - SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL OJ H z C co o = W F=UF-m -ti o (150 MPH EXP. B) W J W J O OQ o} o N F— Q •� F- W Z<03:2W o r� V p=zwzE w I— V OzF-wYO Z W Q Q LU V J a W < 2 ILL , O U) Zw o O Q O z 2x6 SYP #2 LEDGER. III W) PRE ENGINEERED TO STUDS w/ (2) 1/4" X O CV TRUSS AND IF PERPENDICULAR TRUSS 4'/" SIMPS. SDS a r' CONNECTIONS PER INSTALLED ABOVE, FASTEN g PLAN TYP. 2x8 #2 SYP TOP PLATE TO SCREWS @ 16„ O.C. O TRUSS W/ (2) 12d TOENAILS MAX.; W EXTERIOR WALL/TRUSS TO GABLE END STUDS p V 2x8 SYP #2 P.T. VERTICAL @ w/ (2) 1/4” X 3%" SIMPS. Q O Vi W o a 16" O.C. FASTEN EXT. SDS SCREWS @ 16' W > > ...-.. SHEATHING W/ 8d NAILS 6" O.C. MAX.; p z 2 W � O.C. AT EDGES AND 12" O.C. TO MASONRY w/ 2x6 Q J LLJ IN FIELD. FASTEN TOP PT SYP #2 LEDGER w/ w = W Cl) PLATE TO VERTICAL STUDS 12 (2) 1/4" x 2 3/4"W � °i W. (4) 12d NAILS 4 (MIN.) TAPCONS AT 12" O.C. p W Z SIMPSON H3 CLIP z CL � HGAM10 TOP AND BOTTOM SHEATHING PER PLAN = V o PLATE TO CMU WALL W/ (4) 2x4 SYP #2 LEDGER. _Cf Cl) in 1/4" x 1.1/2" SDS SCREWS & (4) TO STUDS OR BEAM w/ (4) 10d NAILS FOR ~ U Vi 7CONV.FRAMED � 1/4" x 2 3/4" TAPCONS TO CMU (2) 1/4" X 4'/i' SIMPS. MEMBERS ONLY O W � ~ SDS SCREWS @ 16" I-- @ 32" O.C. & MIN. 6" FROM :. 00 Z e ENDS. IF HEADER HEIGHT O.C. MAX.; w � Q — - : EXCEEDS 2'-0" ADD AN TO GABLE END STUDS z ADDITIONAL HGAM10 FROM w/ (2) 1/4" X 3%" SIMPS. CV 3'-0" MAX vU—i G. CENTER OF EACH STUD TO SDS SCREWS @ 16 FASCIA PER LU o O.C.AX COMMUNITY SPECS STRUCTURAL ENG: MCD BLDG DESIGN: CMU @ 32" O.C. MAX.; POCKET SGD TO MASONRY w/ 2x4 PT — 2x4 SYP #2 OR w DRAFTING: ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM SYP #2 LEDGER w/ 1/4" W PRE-ENGINEERED -DESIGN: BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ x 2 3/4" TAPCONS @12"f--STRUCT: JW MANUFACTURER'S OUSSES @ 24 j O.C.MAXEACH VERTICAL, EACH PLY. O.C. QC CHECK: CC WRITTEN STAGGER NAILS AS SPECIFICATIONSSIMPSON H3 CLIP DESIGNED FOR REQUIRED SHINGLE ONLY U JOB No. PSQ-21— H SCALE: AS INDICATED J NOT USED SO4 HEADER @ POCKET SLIDER D01 TYPICAL SHED ROOF DETAIL w DATE: 02/28/17 1/2"=1'-0" p F W m r' -- COPY RIGHT 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. SD4 SHINGLE OR TILE PER — ARCHITECTURAL PRE-ENGINEERED ROOF TRUSSES AT 24" ELEVATIONS. - O.C. PRE-ENGINEERED ROOF TRUSSES @ 24" TYPICAL TRUSS TO O.C. FRAME CONNECTION. SEE STANDARD TYPICAL TRUSS TO CONNECTOR NOTES Q FRAME CONNECTION. F - z SEE STANDARD REFER TO PLAN FOR w CONNECTOR NOTES BUILT-UP COLUMN INFO. W a: BEARING yyyyy PRE -ENG. FLOOR SEE PLAN SYSTEM - IF NO FLOOR N SYSTEM INSTALL KNEEWALL & PROVIDE - _O SOLID BLOCKING DBL. TOP PLATE UNDER COLUMN w SEE ARCHITECTURAL ABOVE PLAN FOR OVERHANG HDR. PER PLAN cfl IIIIItt// u.l M BAND JOIST & BLKG w `�� 1/��v INFO OR LVL GIRDER ``� •* •� b ��i� D - NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED SHEATHING PER U `��:•• �� w MIN 2x4 SPF #2 STUDS FLOOR SHEATHING & / Y o WINDOW AS TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS -SEE DETAIL WF10/SD4 C7 `• •'• % _j z @ 16" O.C. SEE PLAN MTSC40 POST ABV. TO NAILING PER FLOOR zQ- ��, LL 6•�2 '_ NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR 2x STUDS SEE SCHEDULED FOR MORE INFO. POST BELOW U.N.O. FRAMING NOTES BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING FRAMING PLAN FOR J _ LL�w © -S J PROVIDE SOLID i- 0 Q EXTERIOR FINISH PER OR SIM) IS PROVIDED STRUCTURAL COL PER 2x4 #2 SYP BLOCKING SPACING AND GRADE m : 2."� z • Z qui �' INT. FINISH PER PLAN BLOCKING WITHIN FLR. STRUCTURAL COL PER : t� PLAN SYSTEM TO MATCH TRUSS STRAP - SEE PLAN FOR SIZE AND @ (2) 12d AND SEE ARCH PLAN o Q- Q PLAN FOR SIZE AND 48" O.C. W/ y ' qZ FRAMING PLAN FOR ; ; REQ'D # OF STUDS TO VERIFY SIZE d' ••.•••••••,.•• c� COL. DIMENSION , . REQ'D # OF STUDS TOENAILS EACH END O ``� MID -SPAN BLOCKING 2x BOTTOM PLATE W/ CONNECTIONS 2x BOTTOM PLATE W/ �i�� * pR0 `�� _ (2) 12d AT 12" O.C. REFER TO PLAN FOR • : DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. w U.N.O. BUILT-UP COLUMN 2x BOTTOM PLATE 2x BOTTOM PLATE AGAINST TRUSS I/ 3/4" FLOOR SHEATHING INFO. 1) ROW 8d NAILS @ 3" (=— INSULATION PER PLAN VERTICAL @ 48 O.C. ( ATTACHED PER 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING W/ 3 12d NAILS EACH O.C. WALL SHEATHING U SEE DETAILS WS10,` BEARING WALL PER ( ) NAILING SCHEDULE ATTACHED PER ATTACHED PER END TO BOTTOM PLATE/ c) WS11 OR WS13 FOR PLAN BEYOND NAILING SCHEDULE NAILING SCHEDULE TOP CHORD z FLOOR TRUSSES SEE COLUMNS PRE -ENG FLOOR TRUSS ADDITIONAL PLAN FOR DEPTH AND ~ INFORMATION THIS MID -HEIGHT BLOCKING > QQ DIRECTION PER BEARING WALL SYS. 42 FLOOR OR FIELD FRAME 2x4 0 SHEET SIMP. HTT4 6" O.C. W/ (2) 16d NSTUDSAILS m NOTE: ALL FLOOR SCHEDULE W/(18) 16d x 22' NAILS TRUSSES @ 24" O.C.EE w Mill TRUSSES TO BE P.T. IF NO MOISTURE COLUMN BASE TO POST (U.N.O. ON � \ �� a CMU W/ STRAP PER O @ EACH ND. TRUSS TO = BARRIER (FELT PAPER CONNECTION PER FRAMING PLAN) & Ella STANDARD CONNECTOR � OR SIM) IS PROVIDED PLAN ALL THREAD W/7" MIN. Q I NOTES Q BEARING EMBEDMENT INTO TIE (1) SIMPSON LSTA30 MASONRY WALL PER r (1) ROW 8d NAILS 3" _ REFER TO BEAM USING SIMP. SET STRAP CENTERED FLOOR TRUSS SEE @ ~ SEE PLAN FOUNDATION PLAN EPDXY \ FLOOR TRUSS PER BETWEEN COLUMN PLAN O.C. WALL SHEATHING KPI, PLAN AND GIRDER/BEAM FRAMING PLAN FORNOTE: ALL FLOOR w Z TO BOTTOM PLATE FOR FTG. CONNECTION INFO. 1/8" GAP BETWEENBOND BEAM - - - PROVIDE SOLIDNFORMATIONBELOW WI (22) 10d TRUSSES TO BE P.T. IFFLOOR SYSTEM DRAFT , • :• �� _ BLOCKING BELOW SEE DETAIL WS11THIS NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING &CMU g O STOPPING AT 1000 SQ COL. EVEN WITHIN SHEET FOR MORE INFO BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF 0 FT MAX: DRAFT - i=I I= FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO IOR SIM) IS PROVIDED KNEEWALL o LINTEL AS PER PLAN STOPPING MATERIALS z MIN THICKNESS SHALL TYPICAL TWO-STORY COL. GIRDER fiSATYPICAL GIRDER COL. CONNECTION fiS05TYPICAL GIRDER COL. HIGH BEAM S1 TWO STORY PARALLEL FLOOR CONNECTIONWD. HD. HT. BE 1/2" GYP BOARD OR SO3 @@ M � � W SEE PLAN 15/32" OR 7/16" OSB. 3/4"=1'-0" 3/4"=1'-0" 3/4"=11-0113/4"=1'-0" a 0 ATTACH TO FLOOR T TRUSS W/ 8d NAILS AT 16" O.C. TOP AND PRECAST SILL OR SILL BOTTOM CHORDS PER WINDOW MANUFACTURER WRITTEN 2x 2ND FLOOR STUDS 0 LU SEE PLAN FOR MORE (2) SIMPSON LSTA18 O STRAPS CENTERED @ z A A FLOOR W/ (14) 10d O SEE FLOOR FRAMING NAILS U) O U ° SPECIFICATIONS PLAN FOR FLOOR � SYSTEM INFO.r a Lj EXT FINISH PER PLAN SOLID SHEATHING @ SOLID SHEATHING @ HEADER HEADER ATTACH 2x STUDS W/ (3) 2x STUDS pq 8 ° SIMPSON SP4 W/ 6 (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. z VERT REINF. BEYOND ,� O SIMPSON SP4 W/ (6) STRAPS CENTERED @ V < 10d x1-1/2" @ 24" O.C.<<S 10d x1-1/2" @ 24" O.C. FLOOR W/ (14) 10d W oaP Q SIMPSON LSTA24 'SEPT (USE SP6 @ 2x6 STUDS SIMPSON LSTA24CALIFORNIA CORNER A -A yFFp (USE SP6 @ 2x6 STUDS NAILS ' ' to z• MASONRY WALL PER �`• STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP. W/ (22) 10d & SP8 @ 2x8 STUDS) (2) SIMPSON LSTA18 Q <1M PLAN Jt NAILS. BEND STRAP NAILS. BEND STRAP (2) SIMPSON META16 STRAPS CENTERED @ cQn Z �. CONC. SLAB OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. FLOOR TRUSS TO FLOOR W/ (14) 10d w '- c (2) 2x SPF TOP PLATE O w SEE FOUNDATION 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL NAILS z L� 0 n w PLAN FOR MORE INFO _ LJ� 0 E � .. FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ (3) 2x STUD PACK O � � Q, - E FIN. FLR. HEADER -SEE 2ND EXT. SHEATHING ~ -� � _ HEADER HEADER -SEE 2ND HEADER _ FLOOR PLAN FOR MIN. ATTACH PER NAILING 0 O orj O c/) ti rn v 0'-0" FLOOR PLAN FOR MIN. v HEADER SIZE & REQ'D HEADER SIZE & REQ'D FLUSH W/ FACE OF SCHEDULE O C7 w Z 0 C'4 c co EXTERIOR SHEATHING MASONRY ATTACHED -� E-- z > o0 GRADE JAMB STUDS JAMB STUDS ATTACH 2x STUDS W/ w z Q O J � m FROM TOP OF WALL PER NAILING m EXTERIOR SHEATHING 2 16d NAILS (4) 2x STUDS J ♦♦^^ -1 OQ o TO BOT. (RIBBON/ SCHEDULE; PROVIDE (} @ 6" O.C. W V! S 0 f= C) o FROM TOP OF WALL " z � U) N O v ca SEE FOUNDATION BEAM) ATTACHED PER 1/8 GAP BETWEEN U) - Q - IF HEADER IS UPSET TO BOTTOM OF FLOOR STANDARD CORNER A -A - - O (n 0 O 2 w o DETAILS FOR FTG INFO NAILING SCHEDULE. SHEATHING AND - - - � � Z Q O � AND WINDOW IS SYSTEM (RIBBON /o = z w z E (2) 2x SILL AT WINDOW MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE w �.- Q z H w Y O LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET 0 W/ 2x CRIPPLE STUDS PLATE W/ (2) 10d NAILING SCHEDULE. SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR z W U Q o w Q = AT EA. END NAILED TO AND WINDOW IS MASONRY NRY WALL PER Q W Q n ¢ a SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d TOENAILS. EXT. LOWER: (1) 2x SILL n STUD PACK W/ 10d HEADER OPENINGS PLATE W/ (2) 10d SINKERS AND (14) "X2 %a" TITENS TO MASONRY p Z � O M 6S_0'�\TYPICAL TWO STORY SECTION -SYSTEM 42 NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x TOENAILS. EXT. 0 O U o STUDS @ 16" O.C. SILL PLATE Wt (2)10d HEADER OPENINGS S09 2nd FLOOR CORNER FRAMING ATTACHMENT z 3/4"=1'-0" ATTACH SILL W/ (2) 10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x - SILL PLATE W/ (2) 10d 3/4"=1'-0" TOENAILS AT EA. END LARGER THAN 4FT: (2) N OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 TOENAILS. OPENING to WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN n0. r CLIP AT EA. END FOR �� W/ 2x CRIPPLE STUDS DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING H _ OPENINGS GREATER CRIPPLES 16 O.C. 2x SILL PLATE W/ A35 NAILING PER FLOOR SHEATHING PER PLAN @ AT EA. END NAILED TO - ATTACH PER NAILINGNAILS W/ (2) 10d TOENAILS STUD PACK W/ 10d CLIPS EACH SIDE W/ 2x FRAMING NOTES 2x STUDS SEE NAILING SCHEDULE SCHEDULE z THO AN 4 BUT LESS T&B (PLYWOOD O.C. THEN CRIPPLES @ 16" O.C. FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS SEE p SCHEDULE, THAN 6' @ 8" CONTINUOUS FROM SHEATHING REQ'D STUDS @ 16" O.C. W/ (2) 10d TOENAILS SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR a0 (n Lll p TOP OF TOP PLATE TO SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d T&B (PLYWOOD AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE J W > GIRDER TRUSS PER BOTTOM PLATE. W/ (18) 10d x 22' NAILS SEPARATE SHEATHING TOENAILS AT EA. END SHEATHING REQ'D SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN z r--3- WW PLAN TO POST (U.N.O. ONUNDER WINDOW OF SILL (MAX OPEN'G T&B) TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE O = W u BEARING WALL PER FRAMING PLAN) & $" WIDTH 4'-0"). USE A35 (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ w = W Cn PLAN ,� _ (2) 12d @ 12 O.C. SHEATHING/ DRYWALL 2 12 _ W ALL THREAD W/ 7 MIN. CLIP AT EA. END FOR O d @ 12 O.C. I - W � _ DOUBLE BOTTOM EMBEDMENT INTO TIE OPENINGS GREATER (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" Z W * a PLATE BEAM USING SIMP. SET THAN 4' BUT LESS EPDXY THAN 6' O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING Q Q Q (2) H5 EA. FLOOR TO BOTTOM PLATE/ EA. END TO BOTTOM PLATEc i M 0 M TOP RIBBON 2x SYP #2 RIBBON MIN F- ~ CY (n Q TRUSS TO DOUBLE ( _ 2x TOP & BOT. 2x SYP #2 RIBBON (MIN 2x4 TO TRUSS W/ 4 � V _ _ BOTTOM PLATE, SLIT ) O W F - 2x4) TO TRUSS W/ (4) O SEE TRUSS LAYOUT FLOOR DECKING TO RIBBONS, CONT. 16d NAILS; BOTTOM 16d NAILS; BOTTOM RIBBON TO BE PT IF o O ACCOMMODATE � � 0�0 Z FOR HANGER STRAP NOTE: ALL FLOOR (1) SIMPSON LSTA30 RIBBON TO BE PT IF BRG DIRECTLY ON z Q ti TRUSSES TO BE P.T. IF BRG DIRECTLY ON CMU NO MOISTURE BARRIER STRAP CENTERED CMU W a N (FELT PAPER OR SIM) IS BETWEEN COLUMN SEE FRAMING PLAN w (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ o BLDG DESIGN: 2x RIBBON OR PROVIDED AND GIRDER/BEAM FOR FLOOR 3 O.C. WALL SEE PLAN FOR 3 O.C. TTP. WALL STRUCTURAL ENG: MCD BLOCKING W/ (4) 16d SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. w DRAFTING: OR 3 16d TOENAILS Co IF FLOOR SYS. NOT PRESENT PER FLOOR NAILS :, .l. BOTTOM RIBBON MASONRY OR MTS12 RIBBON W • O FOR FLOOR PLAN DESIGN: - FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION 1/8" GAP BETWEEN AT WOOD FRAME-STRUCT. JW CMU WALL BELOW PER DETAIL INCDICATED ON NOTE: ALL FLOOR SHEATHING &CMU WALL NOTE: ALL FLOOR V FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF QC CHECK: CC REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS BEAM NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME " NO MOISTURE IS INDICATED, BASE STRAPS ARE REQ'D ON BARRIER FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER J JOB No. PSQ-21- TRUSS PER PLAN MASONRY WALL SEE ( BOTH SIDES OF THE WALL PLAN FOR MORE INFO OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED SCALE: AS INDICATED z o DATE: 02/28/17 i1 FLOOR TRUSS TO GIRDER CONNECTION SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 0) 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-01, 3/4"=1'-001 cc 3/4"=1'-0" mSD5 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. EXTERIOR SHEATHING 2x8 #2 SPF MIN STUDS FROM TOP OF WALL @ 16" O.C. PER PLAN 2X4 #2 SYP NAILER TO BOTTOM OF SILL TO STUDS W/ 3-16d PLATE ATTACH PER@ EA. STUD. SEE 2ND FLOOR ATTACH TRUSS TO --------------------- NAILING SCHEDULE r-- ---, r--------------------------, WALL SECTION FOR NAILER W/(3) 10d ROOF SHEATHING I I ADDITIONAL TOE NAILS. ATTACH PER NAILING INFORMATION OIMPSON H2.5A EA. I I I ROOF AND EXTERIOR HANGER BY OTHERS SCHEDULE 2x4 CONT. W/ (2) 12d SIMPSON H2.5 I SHEATHING IfRuss I I NAILS TO EACH STUD PRE-ENGINEERED I TRUSS TO LEDGER I _:____ ATTACHED PER TRUSS PER PLAN r- -1 2x8 #2 SYP SILL PLATE I i --- --- NAILING SCHEDULE w (2) 2x SYP #2 ( MIN. 2x6 #2 SYP CONT. I I I W/ %" EPDXY ANCHOR IMIN. 2x6 #2 SYP - 2X8 #2 SYP CONT. p BUILT-UP STUD LEDGER W/ (2) %"x3-1/2" (4) 16d � LEDGER W/ COLUMNS TRUSS PER PLAN ( I ( OR J -BOLT @ 32" O.C. ICONT. LEDGER w/ (2) I � I w SDS WOOD SCREWS @ I. - - - - - - - - 11 I/ x3 SDS WOOD I - - I I NTIL END OF H NAILS FROM EA END 3USE I - - - W/ MIN. 7" EMBEDMENT I1 " I FLOOR TRUSS 24" & 6 FROM EACH END SCREWS @ 16" O.C. (3) SCREWS FOR 24" I SIMPSON LUS26. USE IMAX -EQUALLY - _ J O.C. MAX. (INSTALL (4) v LEDGER PER PLAN ECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (SPACED & 3" FROM • NAILS AT EA. SIDE OF z0 (TRUSS. VERIFY W/ I TRUSS END OF LEDGER - LEDGER RECESSED I G.T.) - T(,.,RUSS SHOP I IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY _Li1Lj__ DRAWINGS I IO.C. IS REQUIRED w/ SHOP DRAWINGS I SIMPSON LUS26 OR L---------------------------� 2x8 SYP #2 LEDGER W/ I I SIMPSIF YTRUSS (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS TO SIMPSON LUS26-2 111111f/� � MASONRY WALL PER ---------------------------J �% �// u1 ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH PLAN TRUSS TO LEDGER C �� * d /�/�� a w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS SIDE OF G.T. USE (4) 00 8" CMU WALL, NP. o�`��'••••'•••••.�`�/!j/ ,, LLj OPT. TRUSS RECESS LEDGER 16d NAILS) OPT. TRUSS RECESS LEDGER SEE FLOOR z Q�•'�(i 0)•a'.��i �J Zoo FRAMING PLAN FOR o ` w W CO M w ¢% Q�< _N MORE INFO. VERIFY co 26(.) �¢ O; z z Qr�i PLAN FOR LOCATION6, ; •� �O D01 LEDGER @GIRDER D03 LEDGER @OPEN TO BELOW D04 SECTION @ LOW ROOF AND DIRECTION o %, •• ��` Q 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" O ''••... •� O `` � U. 2x8's MIN. SPF #2 16" 2x4 LEDGER W/ 2 EXTERIOR WALL SHEATHING & w /1111111 @ O 2x4 BLOCKING W/ (2) _ O.C. MAX W/ MID POINT 10d NAILS @ 16" O.C. NAILING PER PLAN. SHEATHING CONT. 16d NAILS @ EACH BLOCKING (U.N.O.) EXT. FINISH PER TO 2nd STORY WALL BOTTOM PLATE END. BLOCK O ARCHS ATTACH PER NAILING SCHEDUL ADJACENT BAYS U 2x EXT. FRAME WALL @ MSTAM24 EA. SIDE OF PER PLAN EACH DIAGONAL 0 W EA. STUD TO WALL BRACE AS SHOWN. BELOW W/ (9) 10d SIMPSON H10A @ FASTEN ROOF Q SHEATHING PER PLAN EACH DIAGONAL NAILS AND (5) 1/4"x2 ATTACH PER NAILING SHEATHING TO 2x a _ 3/4" TAPCONS PER BRACE BLOCKING W/ 8d NAILS STRAP; CENTER SCHEDULE 1/2" THREADED ROD @ 6" O.C. w STRAP BETWEEN 2x8 #2 SYP P.T. SILL CONTINUOUS TO 0 MASONRY WALL AND PLATE W/ 1/2" EPDXY FOUNDATION. REFER (5) 16d NAILS -j FRAME WALL ' • TO BEARING WALL DIAGONAL BRACE TO Q ANCHOR BOLT OR CONTRACTOR MAY USE J -BOLT W/ MIN. 7" NOTES FOR BASE BLOCKING _ SIMPSON HTT4 AT 2 3/4" EMBED. @ 32" O.C. & 3" CONNECTION PROVIDE 2x4 SYP #2 � WINDOW JAMB STUDS FROM EA.END 2x BOTTOM PLATE CONT. BRACE W/ (2) w Z INSTEAD OF INDICATED CONNECT TO DOUBLE 16d NAILS EACH a 0 EXTERIOR FLAT STRAP. TOP PLATE W/ 16d DIAGONAL BRACE. INTERIOR FLAT STRAP MAX 1/8" GAP IS STILL REQUIRED AT BETWEEN SHEATHING NAILS @ 6" O.C. 2ND STORY U IZ -JAMB STUD CONDITION AND CMU FIN. FLOOR TRUSSES PER PLAN z U ° SEE ARCHS FOR (2) 2x TOP PLATE a W ri (n FURRING AND 2x4 SYP #2 DIAGONAL w INTERIOR FINISH ° CONT. #5 IN TIE BEAM 2x BEARING WALL PER BRACE @ 48" O.C. MAX. a_ PLAN, FRAME 2x SYP #2 LEDGER TO 45° FROM MASONRY WALL PER HORIZONTAL BRACE 2 2x SPF TOP U W PLAN EXT. FINISH PER CONTINUOUS TO UPPER FLOOR WALL W/ O w ARCHS BOTTOM PLATE OF 1/4" X 3-1/2" SIMPSON NOT REQUIRED PLATES U.N.O. 0 2ND STORY WALL SDS SCREW @ 16" O.C. 6' FROM EAVES. z O fiFO WALL SPLICE DETAILS fiFl�\BRACING @ 2 STORY FRAME WALL (2) 2x HEADER SEE FLOOR PLAN SP4 TOP & 5 U 1-1/2"=V-0" 1 "=1'-0"IL W FOR MORE INFO BOTTOM OF EA. a A °a STUD U.N.O. w PRE ENGINEERED EXT. SHEATHING 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @\_LSTA30g ° HEADER Q z 2x8 MIN. SPF #2 @ 16 ATTACH PER NAILING 12d NAILS @ SIMPSON CS18 TRUSSES @ 24 O.C. @ 12 O.C. TOP &SP1 BASE. LSTA18 OR U o TO BUILT UP STUD 2x STUDS SEE PLAN _z MAX. PER PLAN O.C. -SEE FRAMING SCHEDULE USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN STUDS ABOVE TO U <` 12 PLAN FOR MORE INFO. STUDS ABOVE ARE HEADER BELOW OR LSTA18 TO WALL IS CONT. BRG ON TRUSS SEE ARCHS FOR ROOF TO ALIGN W1 STUDS � W - z PER PLAN WATERPROOFING AND 2x4 BLOCKING BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. _0 0 Z Q pp BELOW - NOT REQ'D IF STUD IS TO TRUSS BELOW) 1/2" THREADED ROD WITHIN 6" OF 1/2" THREADED ROD Q FINISH BETWEEN STUDS W/ CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED BUILT UP COLUMN ABOVE W/ NUT @ 32" O.C. MAX W/ w C7 c� (2) 12d TOE NAILS X � EACH END OR LSTA18 PER NAILING SCHEDULE & 2" WASHER TOP & BOTTOM. NUT & 2" WASHER 0 fA U h uJ TRUSS ANCHOR (SEE 2x BLOCKING W/ (2) 12d TOP & BOTTOM 0 PLAN SEE LD02/SD2 FOR TOENAILS EACH END H L.L. _j rn o r• E MORE INFO. FLOOR TRUSS PER Q 06 (2) 2x4 #2 SYP PLAN B U _ N r ROOF SHEATHING BLOCKING W/ SIMPSON 2x SPF BASE ° O 0 w z p c� w ATTACHED PER HUC24-2 EACH END, PLATE w16 1 w Z Q NAILING SCHEDULE 2x8 #2 SYP P.T. SILL USE (4) 10d & (2) 10dW co PLATE W/ 1/2" J -BOLT NAILS. UNDER _ fJ- / UO O a v O Wt MIN. 7" EMBED. @ 6 SEE PLAN F' (n N O Q `� c (2) 2x TOP PLATE WINDOW JAMBS USE - 1--- O z ¢ O � 2 ui o O.H. FROM EACH END & @ - (2) 2x6 W/ HUC26-2. PROVIDE SOLID BLOCKING PRE-ENGINEERED - w O = z w z E PER ELEV. 32" O.C. MAX W/ WITHIN FLOOR SYSTEM U ;, WASHER. ALTERNATE LOW ROOF TRUSS SEE UNDER BUILT UP COLUMNS Qtr -' a FLOOR SYSTEM z W � � ¢ � w Q � (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16 KNEEWALL OR Q W W LL PLAN FOR MORE INFO CONNECTION: USE 1/2" IF SHEATHING IS NOT TRUSS PLAN FOR Q � 0 O O.C. w/ EXT. SHEATHING � � BEAM a _ � F- O �, & CONNECTIONS ALL THREAD ROD W/ 7" CONTINUOUS TO BASE CONNECTIONS (IF O (n z M FROM TOP OF WALL TO U w o - - BOTTOM OF TRUSS/ MIN. EMBED USING PLATE, SP8 TOP AND TRUSS IS CONT. BRG U 0 0 SIMPSON SET -XP BOTTOM ARE REQ'D ON MASONRY USE Q GIRDER SEE PLAN FOR EPDXY @ 6" FROM META16 @ 24" O.C. OR MASONRY (SHOWN) z WINDOW ATTACHMENT EACH END & @ 32" O.C. C.M.U. WALL PER PLAN ON WOOD USE HGA OR WOOD WALL PER INFO. IF WALL PLAN ° MAX W/ WASHER CLIPS 24" O.C.) (2) 2x SPF TOP ° � N -_ WINDOW SEE PLAN SHEATHING ISN'T CONT. e° O FOR LOCATION PLATES U.N.O. a r- LSTA18STRAPS ARE fi 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO F1 SECTION @ OPEN TO ABOVES1 SECTION @ COMBO TRUSS (2) 2x HEADER c7 0 TOENAILS EACH SIDE GIRDER BELOW 1"=1'-0" SEE FLOOR PLAN o V J IF WALL SHEATHING IS SEE LD02/SD2 FOR B FOR MORE INFO p o STOPPED BELOW MORE INFO IF W 2x STUDS SEE PLAN -� W L ROOF LINE TRUSSES ARE EXT. SHEATHING FROM STUDS ABOVE ARE Z * W W PARALLEL TO WALL 2x BRG WALL W/ ALIGN 2ND FLOOR TOP OF WALL TO DBL 2x BASE PLATE W/ 12d TO ALIGN W/ STUDS O 'J W ROOF SHEATHING SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d STUDS w/ 1ST FLOOR BOTTOM PLATE. IF w = W @ 24 O.C. TO FLOOR ATTACHED PER SP1 @ BASE. LSTA18 TOENAILS EACH END STUDS SHEATHING IS NOT BELOW _ SYSTEM BELOW W W NAILING SCHEDULE OR MTS12 MAY BE CONT. ADD BLOCKING STA3 USED @ BASE _ 2x BASE PLATE W/ (2) (2) 2x SPF#2 BASE @SHEATHING SPLICE ( I ( I HEADER TO Z W Z a PLYWOOD FLOORING \ 12d NAILS @ 12" O.C. PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS . 2x P.T. BASE PLATE SEE BUILT UP a a SEE FLOOR FRAMING EXTERIOR SHEATHING BEARING SCHEDULE FOR STUD z = V W/ (2) 16d NAILS @EACH EA. END. SIMPS. SP4 PLAN FOR MORE INFO I ATTACH PER NAILING 3/4" FLOOR SHEATHING A.B. INFO F•— Cl U) Q SCHEDULE ATTACHED PER TRUSS, THEN ATTACH @ TOP REQ D � U _ _ 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING W � Q NAILING SCHEDULE @ 12" O.C. ATTACH PER NAILING' SEE FOUND. PLAN FOR FTG. REQ: Y LAN � � (2) 2x4 #2 SYP � 00 Z USS DIREC I BLOCKING W/ SIMPSON SIMPSON CS18 PER SCHEDULE A o 0 r L- - - - - - - HUC24-2 EACH END WF16/SD6 2x4 SYP#2 BLOCKING 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / z a ti &MORE INFO A B STRAPS TOP & C7 a N _ - - - - _ USE (4) 10d & (2) 10d W/ (2) 10d TOE NAILS WALL & WALL OPENINGS @ 32"o.c. O KINGS # OF STUDS TO MATCH BOTTOM OF EA. STUD NAILS. UNDER : SEE PLAN MAX. W/ 7' MIN. EMBEDMENT & BETWEEN FLOORS w WINDOW JAMBS USE (2) 2x TOP PLATE LOW ROOF TRUSS W/ PER BEARING WALL o BLDG DESIGN: — 16" TALL RAISED HEEL WASHER SEE BEARING WALL (2) 2x6 W/HUC26-2. � SCHEDULE FOR MORE INFORMATION " . SCHEDULE U STRUCTURAL ENG: MCD FLOOR GIRDER SEE SEE PLAN FOR BOTTOM CHORD ALTERNATE CONNECTION: 1/2ALL AT OPENINGS LARGER THAN w HADRAFTING PLAN FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER BEARING WALL EXTENSION THREAD ROD 6" FROM EA. END OF O 4'-2" ATTACH TOP PLATE TO CONNECTION TRUSS PLAN FOR PLAN REQUIREMENTS. ATTACH EACH TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT SEE TRUSS LAYOUT CONNECTIONS STUDS TO ALIGN W/ TO BEARING WALL MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP FOR TRUSS LOCATION MASONRY (SHOWN) STUDS ABOVE USING SIMPSON H10A SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO & CONNECTION INFO OR WOOD WALL PER U.N.O. ON FRAMING HEADER PLAN PLANS F1 TYPICAL CONNECTION @ GIRDER OR BEAM S1 SECTION @ RAISED HEEL TRUSS F2 SECTION @ 2 -STORY BRG F1 T IN E a -DESIGN: --- U. -STRUCT: JW QC CHECK: CC F- U JOB No. PSQ-21- Q SCALE: AS INDICATED F -- z DATE: 02/28/17 0 2 S ORY T RIOR BEARING WALL 3/4"=1'-0" 1 /2" 3/4"=1'-0" 1.,=1'-0" w a F- 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. RIGHT OF THIS DETAIL (3) 16d TOENAILS SEE ARCH PLAN ZX6 VtK I IGAL C) b' -U" MAX 4' 0"ABOVE FLOOR ATTACH TOP PLATE TO A c i � 1 - 0 A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER NOT USED 3%" H z LU 0 LU 0 N STANDARD (3) 2X12 * b� �� a 00 JOISTS (#2 SYP) MAX WIDTH OF LADING MIN. (3) 2x SYP #2 LUCo 2x8 91-011 STRINGERS W/ EQUALLY Z <00 z STUDS REQ'D @ END X MLU, LU co0 Q Zi SIMPSON A34 CLIP TO NOTCH SILL PLATE SPACED/CENTERED IN Z �i :•• �YL�• Z OF LANDING W/ MIN. (6) r^ V) J � FLOOR SYSTEM o '��►r�nn�� ` LL p 2x4 #2 SPF STUDS @ 16d NAILS FROM FOR VERTICAL m O z W � w r- U ATTACH TOP PLATE TO (2)2x12 SYP#2 HEADER j O �� 24 O.C. W/ (2) 12d TOENAILS BOTTOM w O N O TO BUILT-UP STUD WALL COULD BE LU w n rn H E v � a. VERTICAL LOCATIONS). REQUIRED. SEE PLAN COLUMN NAILS '�`�` Q O FOR REQUIRED �/ LL ON EACH SIDE AND � 0 p rn C�wzoM� HEADER AND ONE @ MID -SPAN A SEE ARCH PLAN ( z W ASUPPORT q V 0 LINE UP 2xJOIST IN 6" MIN. MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) L INFORMATION. 2x4 #2 SPF STUDS @ x x LINE WITH MIDDLE STANDARD (3)2x12 ; ;