Loading...
HomeMy WebLinkAbout3957 Night Heron Dr (a)0 o 0 o � U LL 0 i U !n - r- .- f� Q 0-0-) N E N c) .0 O E --q Lo m�. CO Q LL c � Lu Q) -0 Z f g m a E o Y) t 0 w E 13 w v o 0 N f Q) � v U o �o 1� 1 ` n n Ln (•a C n CO U � ° M I O N v S J O LL 1 • L � a� -D Q p +� mLr)ru C c: O Q w " O) Ln r� M �^ J 0 3 c� ISSUE DATE 11/03/2018 0 C REVISIONS cc PROJECT: 18-0447 Z SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE 00 0 0 N v 41z o �o o- •5 Ln o o Ln M ,-i 00 N I tl U N Ln O f� O •i O Q p +� O o C c: O Q w LnO m 3 c� ISSUE DATE 11/03/2018 0 C REVISIONS cc PROJECT: 18-0447 Z SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE 00 -i 28.8 12'-0" 16'•8" 1'4" 10'-8" AIC COMP. 16'-0" V-8„ 8"I 7,4„ 1'4" Slab Plan SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2 -8" 30 = 3'-0" ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDERICLIENT z G' I •H.B. (` O E 0 C) a i z II I LL D co 0) CN I I I Q) Q Q I� I U) N O O +4"I 4" PVC PIPE— FORA/C II I I I I 8'-0" S.G.D. CHASE II O c `. I I I I I N I II j II I Lo I I I ELEV. 0'-0" A.F.F. II C'o II I II I I II II I II �w I 12,•11 2'_9" 2'_ II z _ I z �g I t i --I 0I� r_ I I Lu DBL. SINK w/p,N/, 4" PVC PIPE FOR I W DISPOSAL ELEC. CHASE II I'� I III IIS a 0 r a a o z i-- n RANGE w/ � q HOOD ABV. N O O II IIv II II a ® W /�� O O N;4�LL. I I 18'•8" � �\ 8'-8" � O , , 1'� ('� ~ f� m _ x w w � CHASE UP TO 2ND. U L Z F m c 41 O J , I 2'•0" 18'-10" FLR. AIC I I T-10" F � Q cc 4_ O I O -- ----- 28 -DR --------4-----------------�---_ - 26 W.H. DR 4" �¢� + c3�� p S N O N z a H M LNf1 3'-8" 2'•8" 9'-6" 2'-6" I 2'-2" I 7'40" o O •� O O `� z O- > d �j I I I O m c t L Q w m O � - I � � I 1 w.c. I I I I I I N 4.. - 4,$ 30 DR. oz 3,-0" 1'_8" J O z o_ 4 iV H.B. •; is 16'-0" GAR. DR. 16'-0" V-8„ 8"I 7,4„ 1'4" Slab Plan SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2 -8" 30 = 3'-0" ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDERICLIENT z > w a a I c ISSUE DATE 11/03/2018 0 c REVISIONS 0 c C < PROJECT: 18-0447 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS — p SLAB PLAN 01 I O � O (` O E O C) LL D co 0) CN Q) Q Q or)N U) N O O O E O c `. Lo C'o �w z z �g t Lu W O C7 i w uo 0 a 0 r a a o z � M1 W U N O N a ® W /�� N;4�LL. o O , ('� ~ Ln m x w w � M U L Z F m c 41 O J , I a O O F � Q cc 4_ O a O� O z Y - cy) O N z a H M LNf1 o¢ Q) o O •� O O `� z O- > d �j O m c t L Q w m O m > w a a I c ISSUE DATE 11/03/2018 0 c REVISIONS 0 c C < PROJECT: 18-0447 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS — p SLAB PLAN 01 H.B. 28'-8" 12'-0" 16'•8" i 11'-4" , 10'-8" 4'-4" 12,-4" a pz Nr I Covered Lanai 9'-4" CLG. F.F.F. 4" x 8'-0" S.G.D. 00 Dining Room 9'-4" CLG. 4050 S.H. 15'-4" !rim Ro( 9'-4" CLG. io N COMP. 0V r 12" TOP EXT. 27'-4" 6'-4" 11'-10" 9'-2" T 2x6 FRAME KNEEWALL BELOW 36" BARTOP — — — — — — — — — J I 00 I � � DBL. SINK w/ D.W. TC 18'-6" DISPOSAL i 8'-10" 4 VENT TO RANGE w/ Kitchen �I ( EXT. HOOD ABV. 9'•4" CLG. ole � 42" KNEEWALL W/ _COU_NTERT_OP�a _ ;o DECO CAP v O O 36" HT. w/ CAB. ABV. N (TYP,) Ed PANT, RYI = / 6" AN RAL (TYP) i 06 = N SLOPED CLG. ( MI �s ISI �I( 'I } �6RI@75/32" 2' 4;' �3'-8" _M 5 -SH '/ '12ti0" / 171IT @ 10"I 4' 6"I 4'4" Y O ti W H FULL�HT Z112" GYPSUM BOARDS V WALL TO GARAGE SIDE & UNDER STAIR SURFACE AND SIDES 2'4 ATTIC ACCESS I 1/ I L1 -L 18'-0" 0 P_ 2 Car Cara e 9'-4" CLG. F.F.F. g o_ Lu z o� I I I I f I 16'-0" x T-0" GAR. DR. ND DK. ) Pwdr. 9'-4" CLC. 4'-0" au r.(j. 3080 DR. FEMP) '-2" 1, T-0" 1'4" _ f — 0 PROJECT: 18-0447 a- Entry 0- Z .n J _ FLOOR PLAN "'F 11.4 CLG F.F.F. I — ------ r 1'•8" 16'-0" 18" 18"i T-4" 11'-4" 19'-4" 9'-4" 28'-8" First Floor Plan SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (22x34) H.B. q N GENERAL NOTES KEY: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) ABBREVIATIONS: • 2- # OF DOORS. • 2- # OF WINDOWS. • MT - METAL THRESHOLD • FR - FRENCH DOORS • SL - SIDE LIGHT • FG - FIXED GLASS • TR -TRANSOM • GB - GLASS BLOCK • PKT - POCKET DOOR • OBS - OBSCURED GLASS • TEMP -TEMPERED GLASS • SH - SINGLE HUNG • DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER • BP -BYPASS • BF - BIFOLD • TYP. - TYPICAL NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 2' U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 Z' U.N.O. 14. ALL INT, FIRST FLOOR CEILINGS AT 9'-4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 99=0" U.N.O. 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH 00 HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR c MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. w 0 0 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL o BE EQUIPPED w/ A 20 MIN. FIRE RATED SOLID WOOD n OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN o 1 3/8" THICKNESS AS PER FBC-R302.5.1. 0 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING z BENEATH HABITABLE ROOMS (TYP.) a n 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. w 0 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. ¢ 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" o ABV. SURFACE BELOW SHALL HAVE THE LOWEST v PORTION OF WINDOW CLEAR OPENING A MIN. OF, z ABOVE FINISHED FLOOR BEING SERVER PER 2 (FBC-R312.2). w 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER = BUILDER/CLIENT 22. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE OF WALL TO UNDERSIDE OF DECKING DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = T-0" BIFOLD z 24 = 2'-4" 50 B.F. = T-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" i 30 = T-0" s WINDOW NOTE KEY: z 0 WINDOW SIZE CALLOUT: o 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5-0" 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. w Area Tabulations Living: 2nd Floor: 1,127 sf Total Living: 2,087 sf Entry: 50 sf ('.nvprad I anai• ton of Ga Total Area: 394 sf 2,651 sf LU N N 00 C� � N (O 0 C� . q Q U CJ O ca L Z LO ••1 � ' n C\1 °z w �D s - Q:w 2 °%o t- uy O z C d' O (D Cf) O � U O J to LL C U) uj ~ 'fn Q Q 07 0 O M C/) � 0 O O ^� L C 11-0 .- s- O O E O E :'Iie LID m 00 Q d LL � w Z �Z -o g � a E O N L W E z n W o` O O N c0 4�O cn CD Y 0Y 00 N d u N Ln O V)c0 f� C � LL- VO p •� a " Q > �b Q) O C N 0 Q w Ln O 0 - ISSUE ISSUE DATE I 1 110 3/2 01 8 REVISIONS Y PROJECT: 18-0447 z SCALE: AS NOTED z DRAWN BY: JML & JFT s FLOOR PLAN � Q) N M0 � W E O M O ^U^`` W � J z N p= LL � • L � Qi -p n ® Z O n r 0 O O N c0 4�O cn CD Y 0Y 00 N d u N Ln O V)c0 f� C � LL- VO p •� a " Q > �b Q) O C N 0 Q w Ln O 0 - ISSUE ISSUE DATE I 1 110 3/2 01 8 REVISIONS Y PROJECT: 18-0447 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 02 N C) E O N_ 00 N LL (9 m o 0)r N p Z -i Q ClN o 0 U �p(!j. N(NO O C ._I O Z L O O LJ1.. ��,� O ELo m ,^``` �tFF3}IIFF(fff Q U H o ¢ O.1� e< pffff rF�l I I PP,O``�0s C) d- o C) E O � U O J to LL (9 0)r N Q ClN o 0 �p(!j. N(NO O _ L O O ��,� O ELo m co Q LL C N D1 � N W � Z � g � I a E , 0 w t w Ez N W O 7 g V � O W c Q 0 Q a � N L Z O V) � y. i Q r1 W U O N M O N = J z N L o z o z M o V) X Lo w � M T a-+ O O z J O O N O � L C) U-) (j) C:) r � CO N d = N Ln M 0 ra n s= N Li CD 0 .L C Q c:> _ c 42 O @ (_ Q w m O 0 - ISSUE ISSUE DATE I 11/03/2018 I REVISIONS I PROJECT: 18-0447 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 03.4 FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 61 --�- -- - 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER SHEA 9'-0" BRG. HT. ,t = --- - --- --- _ -- - --- _ 7/169'-" 9'-0" BRG. HT. THING (TYP.) @ SECOND FLOOR �L - � @SECOND FLOOR T-8" HDR. HT. T-8" HDR. HT. @ SECOND FLOORIi1�-0-0" _ @ SECOND FLOOR O.H. i DET.2 E111 TFIR] 1x4 SMOOTH FINISH BAND (TYP.) 2x4 SMOOTH FINISH BAND (TYP.) ALL HORIZONTAL & VERTICAL 11'4' BRG. HT. CONTROL JOINTS PER ASTM 1063 @ ENTRY 10'-8 3/4" FIN. FLR. HT.� - - ---_ - _-- - - - -_ - -- — � 10'-8 3!4" FIN. FLR. HT. @ SECOND FLOOR @ SECOND FLOOR 914" BRG. HT. ,� --- ' _ 9'-4" BRG. HT. _ T-0" HDR. HT. Y,L - _ 8'-0" HDR. HT. _ Y DET. 1 / \ 1x6 SMOOTH FINISH BAND F_ 1x6 SMOOTH FINISH BAND ©�- 1x6 SMOOTH FINISH BAND (TCP.) ©� o (TYP.) DEC. LIGHTING (TYP.) � 3/8" TEXTURED CEMENTITIOUS Ij FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. ,� II � 0'-0" FIN. FLR. 9'-0" BRG. HT. , @ SECOND FLOOR T-8" HDR. HT. , @ SECOND FLOOR ' 718" 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. 318" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) Y-0" FIN. FLR. , Front Elevation "B" (Opt. Loft) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. Rear Elevation "B" (Opt. Loft) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 10'-8 3/4" FIN. FLR. HT_. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. Y-0" FIN. FLR. ATTIC VENT CALC'S MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE FO BE IN LOWER PORTION (EAVES). (OFF -RIDGE VENT MAXIMUM OPENING SIZES) MINIMUM NET VENTILATION AREA SHALL BE Iso OF VENTED SPACE. TOTAL VENTED SPACE: 1,467 = 4.89 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 1.956 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 3 VENTS (D.652 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 3.895F. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF. (a) 0.049 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 1/16" = TV (11x17) 1/8" = T-0" (22x34) w a(0 N 0 N O Z Q � co J ILL co iV I I +2" +1" 4' -T T - SMOOTH FINISH KEYSTONE & BAND (TYP.) SCALE: 3/4" =1'-0" (11x17)11/2"= V-0" (24x36) 1 d" KEYSTONE DETAIL t-4 v +11. SMOOTH FINISH KEYSTONE & BAND (TYP.) SCALE: 3/4" = V-0" (11x17)1 1/2" = V-0" (24x36) 2 r 9) KEYSTONE DETAIL FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 61 --�- -- - 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER SHEA 9'-0" BRG. HT. ,t = --- - --- --- _ -- - --- _ 7/169'-" 9'-0" BRG. HT. THING (TYP.) @ SECOND FLOOR �L - � @SECOND FLOOR T-8" HDR. HT. T-8" HDR. HT. @ SECOND FLOORIi1�-0-0" _ @ SECOND FLOOR O.H. i DET.2 E111 TFIR] 1x4 SMOOTH FINISH BAND (TYP.) 2x4 SMOOTH FINISH BAND (TYP.) ALL HORIZONTAL & VERTICAL 11'4' BRG. HT. CONTROL JOINTS PER ASTM 1063 @ ENTRY 10'-8 3/4" FIN. FLR. HT.� - - ---_ - _-- - - - -_ - -- — � 10'-8 3!4" FIN. FLR. HT. @ SECOND FLOOR @ SECOND FLOOR 914" BRG. HT. ,� --- ' _ 9'-4" BRG. HT. _ T-0" HDR. HT. Y,L - _ 8'-0" HDR. HT. _ Y DET. 1 / \ 1x6 SMOOTH FINISH BAND F_ 1x6 SMOOTH FINISH BAND ©�- 1x6 SMOOTH FINISH BAND (TCP.) ©� o (TYP.) DEC. LIGHTING (TYP.) � 3/8" TEXTURED CEMENTITIOUS Ij FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. ,� II � 0'-0" FIN. FLR. 9'-0" BRG. HT. , @ SECOND FLOOR T-8" HDR. HT. , @ SECOND FLOOR ' 718" 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. 318" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) Y-0" FIN. FLR. , Front Elevation "B" (Opt. Loft) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. Rear Elevation "B" (Opt. Loft) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 10'-8 3/4" FIN. FLR. HT_. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. Y-0" FIN. FLR. ATTIC VENT CALC'S MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE FO BE IN LOWER PORTION (EAVES). (OFF -RIDGE VENT MAXIMUM OPENING SIZES) MINIMUM NET VENTILATION AREA SHALL BE Iso OF VENTED SPACE. TOTAL VENTED SPACE: 1,467 = 4.89 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 1.956 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 3 VENTS (D.652 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 3.895F. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF. (a) 0.049 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 1/16" = TV (11x17) 1/8" = T-0" (22x34) w a(0 N 0 N O Z Q � co J ILL co O r - CD Or E co O � U Af, N J 7 LL (O Uj r- 'fn U C) � CO N 04 Q Q Oj O7 N CD O 0 L O O E O E 7 10 m eoQ�I1 c � Lu N Z Z -0 5 E O N Lu L C E z o� N uj u W u o wo m •? r �qz �; ;U d O° Q) O r - CD Or E co O � U Af, N J 7 LL (O Uj r- 'fn U C) � CO N 04 Q Q Oj O7 N CD O 0 L O O E O E 7 10 m eoQ�I1 c � Lu N Z Z -0 5 E O N Lu L C E z o� N uj u W u o wo m � O L Q) V) (D c) U U00 a N w� M W E O L O ^ fu Z Z N W _ LL_ M z Ql (n Q X r -i O U J z J n Z H S m z� �c � L• w O o O � N �5 N ¢ L (D +U O oa O z C a ) V (/) i O M 00 Qi U N Ln O z� c V) Q) CD g c 'L o v, = z Q > 'p z v� a--' O O Pw Q w Lo O a I ISSUE DATE I 11/03/2018' REVISIONS PROJECT: 18-0447 I SCALE: AS NOTED DRAWN BY: JML & JFT ELEVATIONS "B" 04. B4 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. 718" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) _ 9'-0" BRG. HT. ; @ SECOND FLOOR T-8" HDR. HT. p @ SECOND FLOOR Y H Cx7 Z r 1114" BRG. HT. , m @ ENTRY 10'-8 314" FIN. FLR. HT. ;} o @ SECOND FLOOR 9'4" BRG. HT. 8'-0" HDR. HT. 1x6 SMOOTH FINISH BAND (TYP.) 318" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'4" FIN. FLR. 61 12 FIBERGLASS SHINGLE ROOF INSTALLED AS - PER MANUFACTURER'S SPECIFICATIONS. - -- -- - _--- --_— _--- - -- -- - — _- ---_ ---- _ 9'-0" BRG. HT. _ @ SECOND FLOOR _ T-8" HDR. HT. _ �— i FE] / I i @SECOND FLOOR x I � 7/8" TEXTURED CEMENTITIOUS = FINISH ON METAL LATH OVER ;� z _ 7/16" OSB. SHEATHING (TYP.) r o S -- 12 N m -- 6 10'-8 3/4" FIN. FLR. HT. T @SECOND FLOOR o - -- ----- — -- ------ - - - - -- - -- - -- - --- - 9'4" BRG. HT. r - _ 8'-0" HDR. HT. _ TEFL 1x6 SMOOTH FINISH BAND (TYP.) ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) }, 0'-0" FIN. FLR. Left Elevation "B" (Opt. Loft) SCALE: 1/8" = TV (11x17) 1/4" = 1'•0" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 _ %% 0 THI %/ Right Elevation "B" (Opt. Loft) SCALE: 1/8" = 1'•0" (11x17) 1/4" = TV' (22x34) 12 16 h 0'-0" FIN. FLR. z 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. y N _ @ SECOND FLOOR ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 10'-8 314" FIN. FLR. HT. co O I'D @ SECOND FLOOR U � J O 9'-4" BRG. HT. _ � � Z i LI - 8'-0" HDR. HT. _ h 0'-0" FIN. FLR. z I y N co O I'D U � J O � � Z i LI - C>7 `.poll " ren -)(Q ffA v z N s ul Q:U vFn40; Zd o� 0 M O � U Q) J U LL CD U) uj '� ti O cti (.c) Q ` 0-) E c/)N O M L o E E ) LO co X CO Q 0.. LL Q) mW y Z N Z �g � a E O W z o N N u u u o 41 v � L v 0 � c � 00 U M M Ln ru � rn v7 � M O J 0 0 N m 4 O O 6 u') O 00 N d v N Ln H O 0 O ,� x L N o x 1 CD 0 Q w Ln O 5 - ISSUE ISSUE DATE T 11/03/2018 REVISIONS PROJECT: 18-0447 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS 77777 ELEVATIONS I NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION SECTION R311.7 2. MAX HT. OF RISER TO BE 7 3/4". 3. MIN. WIDTH OF TREAD TO BE 10" (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 ACH 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. 9. 34'-38" HANDRAIL HT. 10. HEADROOM CLEARANCE MIN 6-8". BETWEEN STRINGERS - ATTACH TO SLAB w/ 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4TOE NAILED TO STRINGER. s1 TYP© STAHF`�', CON 0 SCALE: 3/4" = T-0" (11x17) 1 1/2" = TV (22"041 3/4" PLYWD. SU 2x JOISTS 16" O.C. MAX 2x LEDGER ATTACHED TO STUDS w/ (2)12d NAILS @ EACH STUD HUS26 JOISTS TO LEDGER 2)(S @ 16' O.C. MAX. ADD 2x VERTICALS @ 16' O.C. AS REQUIRED BY MUNICIPALITY -TO BE PLACED DIRECTLY UNDER LEDGER LANDING CONNECT. ECT. FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. j, %i 4 . 1/2" GYPSUM BOARDS \ APPLIED TO ALL UNDER 0'-0" FIN. FLR. STAIR SURFACE AND SIDE . \r 0'-0" FIN. FLR. 1x8 SKIRT 2x12 TREA CUT TO FI' 1/2" PLWD. BLOCKING 2 x 12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) Stair Section SCALE: 1/4" = T-0" (11x17) 1/2" = 1'•0" (2204) TREAD �ISE� ED' ETA�L SCALE: 3/4" = T-0" (11x17) 1 1/2" = 1'•0" (22x34) 3/4" PLYWD. PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. DETAI S5 STATR CONNECT. Ca FLS. SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (22x34) PLATFORM FRAMING; SCALE: 3/4" = T-0" (11x1%) 1 1/2" = TV (2204) STRINGER TO FLOOR TRUSS PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) 1x8 CAP CASING. 2x4 @ 24" O.C. SHEETROCK BOTTOM PLATE HALF WALL D ET A � SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) TRUSS ■ w. Stair Details SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) } u n: N �r N W N coo o p z c: O L z m CD- �y O O co O � U O J 2 UJ 71-0 LL r ✓o � r- N Q 0 -o -)N E O (n N (o 0 _ O O _�? � ti O C) E O Ece„ Lo 00 Q LL � m U w N Z Q Z �g E 0 m s a E z 0 (9 u v a o 12 a) 6TH EDITION - FBCR (2017) S5 34"-38" ABV. TREAD NOSING 10'-8 3/4" FIN. FLR. HT. 06 :\ ON OPPOSITE WALL. \ \ h 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR — PRE-ENGINEERED FLOOR TRUSSES \� @SECOND FLOOR 9'-4" BRG. HT. /` (SEE TRUSS LAYOUT)3 9'-4" BRG. HT. 8'-0.. HDR. HT. 8'-0" HDR. HT. n 00 U O N M O ru a) _„ BRG. HT. FLOOR / / -= i,' //PRE-ENGINEERED ROOF TRUSSES - (SEE TRUSS LAYOUT) i 9'-0" BRG. HT. @SECOND ® ~ z @ SECOND FLOOR T-8" HDR. HT. Ln CU q) M V) �— � @ SECOND FLOOR a--. J @ SECOND FLOOR 1/2" GYPSUM BOARDS \ APPLIED TO ALL UNDER 0'-0" FIN. FLR. STAIR SURFACE AND SIDE . \r 0'-0" FIN. FLR. 1x8 SKIRT 2x12 TREA CUT TO FI' 1/2" PLWD. BLOCKING 2 x 12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) Stair Section SCALE: 1/4" = T-0" (11x17) 1/2" = 1'•0" (2204) TREAD �ISE� ED' ETA�L SCALE: 3/4" = T-0" (11x17) 1 1/2" = 1'•0" (22x34) 3/4" PLYWD. PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. DETAI S5 STATR CONNECT. Ca FLS. SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (22x34) PLATFORM FRAMING; SCALE: 3/4" = T-0" (11x1%) 1 1/2" = TV (2204) STRINGER TO FLOOR TRUSS PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) 1x8 CAP CASING. 2x4 @ 24" O.C. SHEETROCK BOTTOM PLATE HALF WALL D ET A � SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) TRUSS ■ w. Stair Details SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) } u n: N �r N W N coo o p z c: O L z m CD- �y O O co O � U O J 2 UJ 71-0 LL r ✓o � r- N Q 0 -o -)N E O (n N (o 0 _ O O _�? � ti O C) E O Ece„ Lo 00 Q LL � m U w N Z Q Z �g E 0 m s a E z 0 (9 u v a o HANDRAIL R311.7 a) 6TH EDITION - FBCR (2017) S5 34"-38" ABV. TREAD NOSING 10'-8 3/4" FIN. FLR. HT. 06 :\ ON OPPOSITE WALL. \ \ h 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR — PRE-ENGINEERED FLOOR TRUSSES \� @SECOND FLOOR 9'-4" BRG. HT. /` (SEE TRUSS LAYOUT)3 9'-4" BRG. HT. 8'-0.. HDR. HT. 8'-0" HDR. HT. n 00 U 1/2" GYPSUM BOARDS \ APPLIED TO ALL UNDER 0'-0" FIN. FLR. STAIR SURFACE AND SIDE . \r 0'-0" FIN. FLR. 1x8 SKIRT 2x12 TREA CUT TO FI' 1/2" PLWD. BLOCKING 2 x 12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) Stair Section SCALE: 1/4" = T-0" (11x17) 1/2" = 1'•0" (2204) TREAD �ISE� ED' ETA�L SCALE: 3/4" = T-0" (11x17) 1 1/2" = 1'•0" (22x34) 3/4" PLYWD. PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. DETAI S5 STATR CONNECT. Ca FLS. SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (22x34) PLATFORM FRAMING; SCALE: 3/4" = T-0" (11x1%) 1 1/2" = TV (2204) STRINGER TO FLOOR TRUSS PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) 1x8 CAP CASING. 2x4 @ 24" O.C. SHEETROCK BOTTOM PLATE HALF WALL D ET A � SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) TRUSS ■ w. Stair Details SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) } u n: N �r N W N coo o p z c: O L z m CD- �y O O co O � U O J 2 UJ 71-0 LL r ✓o � r- N Q 0 -o -)N E O (n N (o 0 _ O O _�? � ti O C) E O Ece„ Lo 00 Q LL � m U w N Z Q Z �g E 0 m s a E z 0 (9 u v a o 0 0 N v � V N LN a M n 0 ti C 1� O N ca C a) O Q > -0 a) O C c p + p @ 0 Q W Ln 0 0 - ISSUEISSUE DATE 11/03/2018 REVISIONS PROJECT: 18-0447 SCALE: AS NOTED I DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 06 a) a) an Ln c n 00 U O N M O ru a) _„ N � _ ® ~ z M Ln CU q) M V) � a--. J 0 0 N v � V N LN a M n 0 ti C 1� O N ca C a) O Q > -0 a) O C c p + p @ 0 Q W Ln 0 0 - ISSUEISSUE DATE 11/03/2018 REVISIONS PROJECT: 18-0447 SCALE: AS NOTED I DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 06 CD - 0 o E M O � U O J N LL 7 L7 ' ti Q a0) N L7 cu N O ^� ) O ti O .� O E Lo cu Oo Q d LL c rn rnw N w o z -� z E o m t � w oz � � w 0 x w z 0 Y Q d O Lei v O N � L L ri 0 oc)s z ® W = J N � L,_. rn 1 O •� -d z o O O O N O (LO +O O Lj O L 0� 00 N CL O N Lf) O ul)LO I� C w u cT •L O O .O v Q > 43 Qb O O O p + O @ O Q W Ln 0 d ISSUE DATE 11/03/2018 REVISIONS PROJECT: 18-0447 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 CD o E o o � U a) J N LL Q0 0) Q CL O) N U co i/) N p OEd�E Lo X 00 Q d u- 3 c � w LWBM N Z UJ Z � a E 0 Y) t c� . w 0 u w U a -'L CD O O � c � U O @a c n � U f° L M w z �j N ° •� 3�01-0 i ry ry z o MO dC Ln M a M LNn Ln w L H N � M F a-1 O c� Z z a n 0 -J -'L ISSUE DATE 11/03/2018 I REVISIONS PROJECT: 18-0447 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08.4 I CD O � p N � U � @a O a 6 �j O o (n M i ry ry 00 cj � dC u M LNn a O o = H N O (o O LL n C:> Q > -0 U > i O C O Q A Q C w Ln O a ISSUE DATE 11/03/2018 I REVISIONS PROJECT: 18-0447 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08.4 I INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT, INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW, THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVERALL OF ROUGH OPENING. • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. NOTE: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM, WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. CONCRETI HEADER O LINTEL PC EXP. S- PC ANCHC STRIP GLS. BLK. PC PANEL REINFOR. SEALANT PC ANCHC I" EXP. BO[ PER ANCH MORTAR ASPHALT EMULSION CONC. BLC WALL EXTERIOR PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING (TOPLUSED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORS (MIDDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1 [" WIDTHS X 24" LENGTHS. EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC EXPANSION STRIPS ARE AVAILABLE " THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 3]" "PREMIERE" SERIES BLK., AND TO 2I" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. O I GLASS BLOCK DETAILS SCALE: N.T.S. 15# FELT DRAINAGE P WOOD BASED EXTERIOR SHEATHING 718' NOMINAL STUCCO THICK PAPERBACK PEEL AND STICK METAL OR PLASTIC EXPANSION DRAINAGE PLANE OVERLAP CONTROL FLASHING AND MEMBRANE STRIP OVER Y FRAME /MASONR'fCONNEC MEMBRANE STRIP COVERING WOOD Fl INTERSECTION UNDER EXPANSION JOIN E TO PROTECTO WRAP BT42)XL-9" WID EXTEND T BELOW THE 112NOMINAL CEMENTITIOUS F...... CHIMNEY HEIGHT 24" ABOVE ROOF WITHIN 10' PRE -FAB CAP OVER CHIMNEY 1/2" PLYWOOD EXT'R. SHEATHING ALL AROUND NAILED 8d @ 6 & 12 2x4 BLOCKING TRUSS (a) 24" O.C. II FIRE BLOCKING METAL FIRE BLOCKING AROUND FLUE LINER - MANTLE J/ PRE -FAB FIRE BOX DAMPER 18" NON-COMBUSTABLE MATERIAL FOR HEARTH 24" O.C. DPL/R TYP. 7/8" STUCCO OVER PAPER BACK WIRE MESH U.N.O. GALV. L -FLASHING T_ 2x4 BLOCKING 2x4 BLOCKING 2x4 #2 SPF OR #3 SYP STUDS @16" O.C. FOUNDATION ROOF UNDERLAYMENT PER FBC R905.2.7 CDX PLYWOOD OR O.B.S. LATH AND STUCCO "J" METAL FLASHING 4x5 BASE FLASHING ROOF COVERING PER PLAN 15/32" C.D.X. OR 7/16" O.S.B.(MIN. 2.5:12 PITCH) ROOF UNDERLAYMENT P�P35EgR FFBBC7 2x's @ 24" O.C. W/ HUGHES M ATTACHED TO SHEATHING WHEN GREATER THAN 24" x 24". -'TCD CD E co O U O —Ivi LL c0 c (n 'fn N Q 0-0) N N U) N co O O c: r-- CD . 0 E +� 0QCLL c w U)w ZAAN z mz -0 5 Wommmil a E o � w t3�'mft� Z) w W a no F- c� w O O ID o O �O Q) L � a O ¢w 0y� W 1,3 7 M n C) INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT, INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW, THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVERALL OF ROUGH OPENING. • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. NOTE: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM, WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. CONCRETI HEADER O LINTEL PC EXP. S- PC ANCHC STRIP GLS. BLK. PC PANEL REINFOR. SEALANT PC ANCHC I" EXP. BO[ PER ANCH MORTAR ASPHALT EMULSION CONC. BLC WALL EXTERIOR PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING (TOPLUSED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORS (MIDDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1 [" WIDTHS X 24" LENGTHS. EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC EXPANSION STRIPS ARE AVAILABLE " THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 3]" "PREMIERE" SERIES BLK., AND TO 2I" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. O I GLASS BLOCK DETAILS SCALE: N.T.S. 15# FELT DRAINAGE P WOOD BASED EXTERIOR SHEATHING 718' NOMINAL STUCCO THICK PAPERBACK PEEL AND STICK METAL OR PLASTIC EXPANSION DRAINAGE PLANE OVERLAP CONTROL FLASHING AND MEMBRANE STRIP OVER Y FRAME /MASONR'fCONNEC MEMBRANE STRIP COVERING WOOD Fl INTERSECTION UNDER EXPANSION JOIN E TO PROTECTO WRAP BT42)XL-9" WID EXTEND T BELOW THE 112NOMINAL CEMENTITIOUS F...... CHIMNEY HEIGHT 24" ABOVE ROOF WITHIN 10' PRE -FAB CAP OVER CHIMNEY 1/2" PLYWOOD EXT'R. SHEATHING ALL AROUND NAILED 8d @ 6 & 12 2x4 BLOCKING TRUSS (a) 24" O.C. II FIRE BLOCKING METAL FIRE BLOCKING AROUND FLUE LINER - MANTLE J/ PRE -FAB FIRE BOX DAMPER 18" NON-COMBUSTABLE MATERIAL FOR HEARTH 24" O.C. DPL/R TYP. 7/8" STUCCO OVER PAPER BACK WIRE MESH U.N.O. GALV. L -FLASHING T_ 2x4 BLOCKING 2x4 BLOCKING 2x4 #2 SPF OR #3 SYP STUDS @16" O.C. FOUNDATION ROOF UNDERLAYMENT PER FBC R905.2.7 CDX PLYWOOD OR O.B.S. LATH AND STUCCO "J" METAL FLASHING 4x5 BASE FLASHING ROOF COVERING PER PLAN 15/32" C.D.X. OR 7/16" O.S.B.(MIN. 2.5:12 PITCH) ROOF UNDERLAYMENT P�P35EgR FFBBC7 2x's @ 24" O.C. W/ HUGHES M ATTACHED TO SHEATHING WHEN GREATER THAN 24" x 24". -'TCD CD E co O U O —Ivi LL c0 c (n 'fn N Q 0-0) N N U) N co O O c: r-- CD . 0 E +� 0QCLL c w U)w ZAAN z mz -0 5 Wommmil a E o � w t3�'mft� Z) w W a no F- c� w ID o O �O Q) L � a ¢w 0y� W u r M n C) = J z N W � � U- - s 1 •L ¢� .21 o Z O aw MLn u a fa a '.� ¢ o 01 (!) oX - u q � M c:Q) O N 4- J �. ¢C o =z n a > J Z N c� n> p oNo !_ =o Q c w +n O ISSUE DATE I 11/03/2018 I REVISIONS PROJECT: 18-0447 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS I SCALE: 3" =: -0 _ DETAILS �I � WINDOW FLASHING DETAILS �TUCCO�OV��REA�/ELLVG�IPRE—FABI�E�O/�FLASHINGSCA: ...� SCALE: N.T.S. SAIF NTC Dl F- c� w o �0 z� 0 N a� 2 a o O N z o 6 (n Ij [n dT ¢� r a u a N Ln '.� ¢ o ra q Zo - c:Q) O N �. o =z n a > N c� n> p oNo !_ 2¢ o, Q c w +n O a ISSUE DATE I 11/03/2018 I REVISIONS PROJECT: 18-0447 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS I SCALE: 3" =: -0 _ DETAILS �I � WINDOW FLASHING DETAILS �TUCCO�OV��REA�/ELLVG�IPRE—FABI�E�O/�FLASHINGSCA: ...� SCALE: N.T.S. SAIF NTC Dl GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 MIN. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30' U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER ASA STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2x P.T. ATTACHED TO CMU W/ MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W/ MIN. 1 1/4" EMBEDMENT OR 1/4" TAPCON W/ MIN. 1 1/2" EMBEDMENT @ 16" O.C. MEASURED VERTICALLY AND 4" FROM ENDS. 2x FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR @ MAX 24" O.C. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#2 OR BETTER U.N.O.. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10.ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11.MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 lb/int U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 lb/int U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc 1 =900 Fc I = 450 Fv =285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BEAS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr= 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16' OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS'X' BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45 FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE'X' BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS.'X' BRACING TO START 20'-0' MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0' O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24') PLUS 6- MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-83). -AT RAISED HEEL TRUSSES, 2x4 SYP 42 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 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-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKJNG POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. t-ICLU tCtrAIM IVU I CJ 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCKAFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. -EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1, MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +1-0.18 LINTEL PLAN WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) -) VALUE DENOTES SUCTION AREA O O SD3 (+) 21.2 (+) 21.2 10 (-) 22.9 () 28.3 SD6 (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 5 (+) 19.0 (+) 19.0 50 (-) 20.8 H 23.9 EDITION (2017) RESIDENTIAL (+) 18.0 (+) 18.0 100 H 19.8 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" (+) 18.4 + .7 UPDATED FOR ARCH REVISION TO REVISE AT PED. SINK TO 2x6 & (-) 20.9 (-) 19.7 11/12/2018 WIND PRESSURE/ SUCTION DIAGRAM 5V STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. INDEX OF DRAWINGS SHEET I SHEET TITLE SC STRUCTURAL NOTES S113 FOUNDATION PLAN S213 DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S413 LINTEL PLAN S513 FIRST FLOOR FRAMING PLAN S6 NOTES & CONNECTOR LEGEND S713 ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS SD7 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 10/21/2016 CREATED ELEV. A, B, C & OPTION BEDROOM#5 DP 2 3/10/2017 UPDATED FOR GRADE 60 STEEL & SHEET NUMBERING DP REVISED STAIR FROM AN 'L' SHAPE TO A STRAIGHT RUN FOR 3 9/22/2017 ELEVATAIONS A, B, & C STANDARD DP < Q 0 cca UPDATED ELEV A W/ MASTER TRAY & B W/ MASTER TRAY FRAME 4 12/6/2017 WALK REVISIONS PER WP -13 & WP -15 MR m I UPDATED ELEV C W/ MASTER TRAY PER FRAME WALK REVISIONS 5 4/27/2018 WP -154 & PLANS HAVE BEEEN UPDATED TO MEET F.B.C. 6TH DP EDITION (2017) RESIDENTIAL ADDED ELEV A STD (NO TRAY) & UPDATED ELEV A FRAME WALK DP 6 7/3/2018 REVSIONS PER WP -118 UPDATED FOR ARCH REVISION TO REVISE AT PED. SINK TO 2x6 & 7 11/12/2018 ADJUSTED MASTER BATH WALL 4" PER WP -196 DP 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. Q z z LU 0 U-1 0 N z O E 0 LU F -- w 0 O U W I -- Q 0 P W CD Co r Z H O� Waw i> 0WW O_jW W LU W QU CL WWm 2 LU p 00 1- Q� a. N N U b� L ryV w o z I QC CHECK: CC UJ N PSQ-0206448 a OD AS INDICATED o 11/12/18 z z U 0. N < Q 0 cca < O G iYw m I 0- U U zam z U CO WLU O�w F o ����o� E 0Pj� O�cnNrn a UwZOco -.Y Z Q O J w N J O Q~Q p} C�omo o N O m U) 0<v z<p?:2Eui o o=zwzE OzrwYO 33 v<¢Cr¢a 3 Q w (D ZOOM O w0 0 STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 SYMBOLS LEGEND I M INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) �i INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. B INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. L /MFO2\ S3 28'-8" co I ^U0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY L 11'-4" W3- o U MF01 o d oa;� QCA 11 Z 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL L /MFO2\ S3 28'-8" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC (WWF) PLACED IN MIDDLE TO UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 12'-0" 16 -8"(2 -STORY FTG) ^U0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 8" 11'-4" W3- o U MF01 A/C PAD z oa;� QCA 11 Z 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL S3 LU�W Q SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE J o60 1- m 91 ®® 2.6 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z<0_j—j Z J LU PAVERS 9. NO WOOD STAKES PERMITTED IN FOUNDATION. ® I MF01 W U-UQ❑WQa in = U F �- I S3 I L7 F_ a� _ I DETERMINE STEP LOCATIONS IF REQUIRED F- 19 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS N AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD v 2 MF11 S3 CO BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 0'-0" FIN. FLR. p PSF. 4" THICK CONC. SLAB W/ WELDED I M I 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO WIRE FABRIC OR FIBER MESH AS DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE INDICATED IN FOUNDATION NOTES STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND #2 coIM 0 N I 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE OO i i I MI I HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP --- I I I I 7'4" CONTACT E.O.R. PRIOR TO CONSTRUCTION 12,_10" 8'_6" IA I II I II I II MFO I SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE it H I II_ [CT MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION 17—)r — PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE I® MS° I I 1 1 1 I F, 9 1 1� 21 _ T� TI- T 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. MIN (2 ARALLLL I 24" SIDE @3" O.C. & MIN 12'-8" 6'-0" (2 -STORY FTG) FO 1A FO (3) #5 PARALLEL 12" SIDE 6" O.C.C. S3 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. S3 MS01 1 ° 18' 8" S3J WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. MFO1 BARS & 3" MIN. COVER TO EDGE OF CONC. I� ° 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. S3 I WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. I 0o o = t Ut BARS & 3" MIN. COVER TO EDGE OF CONC. o 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. I aW S2B PAVERS 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. �° BARS & 3" MIN. COVER TO EDGE OF CONC. IM I MF13 S3 q 2 S3 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. AF— BARS & 3" MIN. COVER TO EDGE OF CONC. 0 lie DO D O 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN DO D 1'-8" 16'-0" 1'-8" 8'-4" 8" 4" 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 19'_4" co 9'-4" 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 28'-8" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC (WWF) PLACED IN MIDDLE TO UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. /MF01 DP Z ^U0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Z' ^ W3- o U DATE: COMMUNITY & COUNTY CODES. z oa;� QCA Z 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL (D LU�W Q SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE J o60 1- m Q WZ❑co AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z<0_j—j Z J LU INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. LL W U-UQ❑WQa W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED >- M L7 ZOOM 0 W o :E 0— DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED F- 19 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS N AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD v FOOTING STEP DOWN AND CORNER INFORMATION. /MF01 DP Z ^U0 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE S3 ^ W3- o U DATE: SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH z oa;� QCA Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION (D LU�W Q 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER J o60 1- m Q WZ❑co COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Z<0_j—j Z J LU FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL LL W U-UQ❑WQa W CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO >- M L7 ZOOM 0 W o :E 0— FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, F- 19 COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS N DETERMINED BY ASTM - D1557 (MODIFIED PROCTOR). v THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS CO BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 C0 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP --- CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. MIN (2 ARALLLL I 24" SIDE @3" O.C. & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL 12" SIDE 6" O.C.C. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. MFO1 BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. S3 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. �? BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 00 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. co 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 00 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 2 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. io 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"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. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. �5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. 5O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. FOUNDATION PLAN 1/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Z O U 07 W W z— DP Z ^U0 JOB No. PSQ-0206448 ^ W3- o U DATE: o z oa;� QCA Z O (D LU�W Q J o60 1- m Q WZ❑co Z<0_j—j Z J LU Fj JO~❑> -o W U-UQ❑WQa W Q� L7 ZOOM 0 W o :E 0— Z HO� U3 a LLl 0wW O_jw = W W LLJ ova W W Q 0 ti Z Sao d d N STRUCTURALENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 co 0 r r y SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) 8 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. B INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM ❑ & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN ion HOUSECMU FILLED CELL PLAN VIEW (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW - MASONRY COLUMN TIE IN (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). 1/2"=1'-0"I ¢ H z W 0 co w 0 N_ z O t 0 W DOWEL PLACEMENT PLAN 1/4"=1'-0" 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. — e- _ ° �PW Z Wow H ¢;Q< U �'°Op Q z LL is IN, U o Z • W p8 0 G U z 3,a W z� am U Z QZ �W J Q WLU o _j CY) 0 06 J 0" O�z°>" 00 _.Ez¢0_j-j W W F 00 J J O 0> o v t]SZWZ E OOzLUaW ¢QJ _ Ouo U) Z L M O LL 0 O I G m r" ZO O_j LU Q LLI >> O_jw W W Q U a aW� I— c1 I Q W f F- Q 0 � Z >- W a. N i I i i STRUCTURAL ENG: CNS DRAFTING: i -STRUCT: DP i ! QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED i DATE: 11/12/18 S2B (1) #5 FROM FTG. TO BOND BEAM IN FULLY WALL SCHEDULE GROUTED CELL. 2x P.T. BASE PLATE SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP FILL @ 95% STANDARD WHEN MONO DEPTH MASONRY WALL II EXCEEDS 26". IF SEE PLAN DEPTH IS LESS THAN CONCRETE SLAB PER 26", THESE BARS ARE FOUNDATION PLAN zIla NOT REQUIRED #3 STIRRUPS @ I 48" O.C. WHEN d ° WHEN MONO DEPTH MONO DEPTH I °' d EXCEEDS 26", IF= I II°° GRADE 2 DEPTH IS LESS 6" DIAMETER _ T =IIII THAN 26" DEPTH IS LESS THAN THESE BARS ARE NOT REQ'D 26", THESE BARS ARE (2) #5 BARS CONT. I III=III-III ( W/ 3" COVER TYP. • • CLEAN COMPACTED 8" 1'-4" FILL @ 95% STANDARD COVER TYP. DENSITY ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO SHALL BE V-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO CONCRETE SLAB PER a g WEATHER CONT. BARS. MAINTAIN fiF01hI, TYPICAL EXTERIOR FOOTING FOUNDATION PLAN 3/4"=1'-0" 2x BRG WALL PER PLAN AND BEARING (2) #5 BARS CONT. W/ 3' COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS F06 FOOTING AT INTERIOR BEARING 3/4"=1'-0" Q) 00 w U w NOTE: AT FRENCH DOOR LOCATIONS. - CONTRACTOR TO VERIFY WITH DOOR MANUF. FOR SLOPE REQUIRED RECESS THRESHOLD PER MFR'S. SPECIFICATIONS THRESHOLD PER MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT SPECIFICATIONS FRONT ENTRY DOOR & GARAGE ENTRY SWING DOOR U) CONC. SLAB PER W FOUNDATION PLAN w SLOPE PER DOOR MANUFACTURER SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED F11 EXTERIOR DOOR POURED SILL 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this documf (1) #5 FROM FTG. TO WALL SCHEDULE TIE BEAM SPLICE TO 2x P.T. BASE PLATE CLEAN COMPACTED MAINTAIN 3" CLEAR TO GRADE FILL @ 95% STANDARD MASONRY WALL DENSITY CONC. SLAB PER _ z ISI - ISI ISI I, ',' �':-.,.....- o -1 11- FOUNDATION PLAN II II . •�,_�... �' I I�IIII� II I- (2) #5 BARS CONT. W/ 3' COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS F06 FOOTING AT INTERIOR BEARING 3/4"=1'-0" Q) 00 w U w NOTE: AT FRENCH DOOR LOCATIONS. - CONTRACTOR TO VERIFY WITH DOOR MANUF. FOR SLOPE REQUIRED RECESS THRESHOLD PER MFR'S. SPECIFICATIONS THRESHOLD PER MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT SPECIFICATIONS FRONT ENTRY DOOR & GARAGE ENTRY SWING DOOR U) CONC. SLAB PER W FOUNDATION PLAN w SLOPE PER DOOR MANUFACTURER SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED F11 EXTERIOR DOOR POURED SILL 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this documf (1) #5 FROM FTG. TO FOUNDATION TIE BEAM SPLICE TO REINFORCEMENT SHALL BOND BEAM IN FULLY MAINTAIN 3" CLEAR TO GRADE CELL SOLID MASONRY WALL GROUTED CELL. PLAN FOR MAINTAIN 1-1/2" CLEAR TO SEE PLAN SPLICE TO BE MIN. 30" ANY FACE EXPOSED TO z (2) #5 BARS @ TOP FOUNDATION PLAN WEATHER �I WHEN MONO DEPTH W CONC. SLAB PER I I EXCEEDS 26". IF r 6" DIAMETER _ T =IIII FOUNDATION PLAN DEPTH IS LESS THAN CONCRETE SLAB PER > I8" Az I I 26", THESE BARS ARE FOUNDATION PLAN W M I g n NOT REQUIRED VARIES COVER TYP. COVER TYP. GRADE SEE PLAN— z > QO��co t-v1zc° J0�C) o e '� ° CONCRETE SLAB PER a g III=1 I I CONT. BARS. MAINTAIN #3 STIRRUPS @ — I FOUNDATION PLAN 'pC GRADE z e, d 48" O.C. WHEN I I . II Q. .. °.. ° MONO DEPTHI #5 BARS @TOP l i l ,. ` ? 0? o WHEN MONO DEPTH EXCEEDEPTHDS I SIZE & REINF. INFORMATION (fAiF14 TYPICAL FOUNDATION PENETRATIONS EXCEEDS 26". IF M _ LESSF� II I I=I I ..I _4''�i0l o 26", THESE BARS ARE #3 STIRRUPS @ 48" THAN 26" I I DEPTH EXCEEDS 26", (2) #5 BARS CONT. IF DEPTH IS LESS W/ 3" COVER TYP. THESE BARS ,III ARE NOT REQ'D ARE NOT REQ'D AT MASONRY CLEAN COMPACTED (2) #5 BARS CONT. FILL @ 95% STANDARD W/ 3" COVER TYP. 8" 1'4" DENSITY ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO WI IERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO SHALL BE V-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO WEATHER F02 TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" (1) #5 FROM FTG. TO-7ALL FOUNDATION TIE BEAM SPLICE TO REINFORCEMENT SHALL BE MIN. 30" GROUT MAINTAIN 3" CLEAR TO GRADE CELL SOLID AND ALL OTHERS TO a PLAN FOR MAINTAIN 1-1/2" CLEAR TO 2� z HOWER SIZE ANY FACE EXPOSED TO z fSEE FOUNDATION PLAN WEATHER #5 CONT. o CONC. SLAB PER LOWEST STEP OF MIN 5" INFORMATION 6" DIAMETER _ T =IIII FOUNDATION PLAN OPTIONAL CURB BY BUILDER FF I8" Az M I VERIFY PLAN DETAILS CONC. SLAB PER W M I g n FOR REQUIRED #5 CONT. BARS. MAINTAIN FOUNDATION PLAN COVER TYP. COVER TYP. GRADE ' z > QO��co t-v1zc° J0�C) o W i:.4 CONCRETE SLAB PER a g III=1 I I CONT. BARS. MAINTAIN > 3" COVER TYP. FOUNDATION PLAN 4„Co =III O e, d ;III=1I ° a . °a LINTEL PLAN —$„ DETAIL Q. .. °.. ° I I I— #5 BARS @TOP III _ � :SII I I WHEN MONO DEPTH SEE PLAN FOR IIII FOUNDATION -I II I SIZE & REINF. INFORMATION (fAiF14 TYPICAL FOUNDATION PENETRATIONS EXCEEDS 26". IF 3/4"=1'-0" _ DEPTH IS LESS THAN 26", THESE BARS ARE #3 STIRRUPS @ 48" NOT REQUIRED O.C. WHEN MONO DEPTH EXCEEDS 26", (2) #5 BARS CONT. IF DEPTH IS LESS W/ 3" COVER TYP. THAN 26" THESE BARS ARE NOT REQ'D FO FOOTING @ SHOWER AT MASONRY 3/4"=1'-0" I FILLED CELL PER PLAN 14" GARAGE TOP VIEW P. CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND DRIVEWAY BY BUILDER- CONCRETE OR PAVERS CLEAN COMPACTED -III—I I -TI I I—I I—_ —1 I FILL @ 95% STANDARD — ITS I $ I II I I DENSITY II 8" x 8" THICKENED �--- EDGE W/ (1) #5 CONT. W/ 3" COVER, TYP. F13 THICKENED EDGE @ GARAGE DOOR 3/4"=1'-0" .nt is copyrighted and is the exclusive property of MONTA CONSULTING & I VERIFY W/ DETAILS FOR REQ'D IF BEARING WALL o 22E z O ° PIPE. MAX 4" `?a °t�s��N o � z ABOVE - WALL a QLL Z �;_ �'��' 'a, 2� z ANCHOR TO HAVE MIN. F}-- wo z FOUNDATION PLAN 7" EMBEDMENT BELOW #5 CONT. � CONC. SLAB PER LOWEST STEP OF MIN 5" INFORMATION 6" DIAMETER _ T =IIII FOUNDATION PLAN CURB FF PVC SLEEVE Q I VERIFY PLAN DETAILS (1) #5 CONT. W/ 1-1/2" W M ° FOR REQUIRED #5 CONT. BARS. MAINTAIN (SIDE VIEW) DENSITY COVER TYP. COVER TYP. III I16" I Z00 z > QO��co t-v1zc° J0�C) o W _— I I— ' BEND EACH CONT. #5 CONCRETE SLAB PER a g g CONT. BARS. MAINTAIN > 3" COVER TYP. FOUNDATION PLAN BAR. LAP REBAR PER O e, d ;III=1I ° a . °a LINTEL PLAN 1709 TYPICAL STEP FOOTING DETAIL Q. .. °.. ° I I—III ° REFER TO Q � r O III _ � :SII I I (1) #5 BAR CONT. W/ 3" COVER TYP. 8" 16" 4" CLEAN COMPACTED FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING 3/4"=1'-0" 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. a GRADE -I I FEI 11=1 I F 1-I 8" FO& THICKENED EDGE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 3/4"=1'-0" 8" C.M.U. FINISH PER ELEV. FINISH FLOOR z PENETRATING PIPE MAX. 4" (V NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. z wgo MIN. 24" BEFORE ANOTHER STEP � a o Q VERIFY W/ DETAILS FOR REQ'D I o 22E z O ° PIPE. MAX 4" `?a °t�s��N o � z _a ®` p e Z a QLL Z �;_ �'��' 'a, 2� z a �����- a F}-- wo z FOUNDATION PLAN — 11- #5 CONT. a ° I a, - z FOUNDATION PVC SLEEVE MAX =1 I I INFORMATION 6" DIAMETER _ T =IIII ° ° z � FF PVC SLEEVE ' cam° ` J° I VERIFY PLAN DETAILS LU pa ° FOR REQUIRED #5 CONT. BARS. MAINTAIN (SIDE VIEW) DENSITY COVER TYP. III I16" I Z00 —III MIN. I I 16" MIN. QO��co t-v1zc° J0�C) o _ VERIFY PLAN DETAILS III=1 1=1 I 1=1 _— I I— ' BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. BARS FOR EACH CONT. BAR. LAP REBAR PER O DETAIL MD08 ON ;III=1I ° a . °a LINTEL PLAN 1709 TYPICAL STEP FOOTING DETAIL ° 117 3/4"=1'-0" CONC. SLAB PER - FOUNDATION PLAN 8" CMU - FINISH PER ELEV. FINISH FLOOR PENETRATING HOLD BRG WALL BACK SO GYP FINISH IS 2x BRG WALL PER FLUSH W/ PLAN AND BEARING FOUNDATION BELOW WALL SCHEDULE CONC. SLAB PER FOUNDATION PLAN w M > X I 2x P.T. BASE PLATE .d'I- -_Z- I�IIIII�IIII�—I °° IIIII IIIII� (2) #5 BARS CONT. W/ 6" 8" 8" 10" 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE V-8" WIDE W/(3) #5 BARS FO BEARING SLAB STEP DOWN 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D /o'A #5 LOOP TIE (TYP.) ° PIPE. MAX 4" `?a °t�s��N o � z _a ®` p e Z o os w ' e ° GRADE 'a, 2� z REFER TO 11 z FOUNDATION PLAN — 11- #5 CONT. FOR CONT. - z FOUNDATION PVC SLEEVE MAX =1 I I INFORMATION 6" DIAMETER _ T =IIII FOOTING PER PLAN z � - - °.°a. - FOOTING PER PLAN I— , ' ° PVC SLEEVE z I -III=1 i CLEAN COMPACTED (FRONT VIEW) FILL @ 95% STANDARD MAX 6" DIA. (SIDE VIEW) DENSITY f�fnn N V w Z C) M BARS AT CORNER, OR CONTACT EOR FOR ADDITIONAL REVIEW Z00 BEND CONTINUOUS #5 FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS QO��co t-v1zc° J0�C) o (2) #5 x 4'-0" BARS G� CORNER. LAP REBAR CENTERED AT PIPE PVC OR SCH40 SLEEVE �wt Q0°o2ui PENETRATION ed LINTEL PLAN O a .. ° ;III=1I ° a . °a aI—I I I °Offlrli1 _ _ ° 117 III=I I1—' 11— I I—III ° REFER TO Q � r O — FOUNDATION PLAN PIPE PARALLEL TO FIND =III—III I I1=11I=III=III-FOR CONT. SEE PLAN FOR IIII FOUNDATION -I II I SIZE & REINF. INFORMATION (fAiF14 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FIND 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUL HOLD BRG WALL BACK SO GYP FINISH IS 2x BRG WALL PER FLUSH W/ PLAN AND BEARING FOUNDATION BELOW WALL SCHEDULE CONC. SLAB PER FOUNDATION PLAN w M > X I 2x P.T. BASE PLATE .d'I- -_Z- I�IIIII�IIII�—I °° IIIII IIIII� (2) #5 BARS CONT. W/ 6" 8" 8" 10" 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE V-8" WIDE W/(3) #5 BARS FO BEARING SLAB STEP DOWN 3/4"=1'-0" F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" WOOD POST PER PLAN FOR SIZE AND BASE CONNECTION TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEVATION CMU BASE W/ (1) #5 VERTICAL @ EA. CORNER. SEE PLAN FOR BASE SIZE; BARS - TO TIE INTO EXT. FTG. ° BY TIE IN OR EPDXY a CONNECTION I a 'I. O THICKENED EDGEI I > FOOTING PER MF08 ON �.:a ° ° I LU THIS SHEET BEYOND ° ' ° ' t7_4 W CONC. SLAB OR < W PAVERS PER PLAN PITCH ' a ea Ia.a --GRAD SEE FOUNDATION FOR d e PAD SIZE d 4j �. a .L' .a ' IIII o CLEAN COMPACTED— FILL @ 95% STANDARD DENSITY I I — — I 1=1—I I 1=.FFfI- FI FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. VERIFY W/ DETAILS FOR REQ'D /o'A ,o STEEL AT 2 STORY LOCATIONS `?a °t�s��N o � z _a ®` p e Z o os w ' = Q "B , 'a, 2� z ° �!< I� as WU:.,�� z ® 111Iq lliP #5 CONT. LaI °.°, (° I REINFORCEMENT SEE Q m z I a. ,I ® FOUNDATION PLAN a , LU W � Ljj � FOR QUANTITY U J 0) n W O 90 -DEGREE #5 HOOK f�fnn N V w Z C) M BARS AT CORNER, OR Z00 BEND CONTINUOUS #5 7 QO��co t-v1zc° J0�C) o BARSAROUND G� CORNER. LAP REBAR �wt Q0°o2ui PER DETAIL MD08 ON a _ Qa LINTEL PLAN F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" WOOD POST PER PLAN FOR SIZE AND BASE CONNECTION TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEVATION CMU BASE W/ (1) #5 VERTICAL @ EA. CORNER. SEE PLAN FOR BASE SIZE; BARS - TO TIE INTO EXT. FTG. ° BY TIE IN OR EPDXY a CONNECTION I a 'I. O THICKENED EDGEI I > FOOTING PER MF08 ON �.:a ° ° I LU THIS SHEET BEYOND ° ' ° ' t7_4 W CONC. SLAB OR < W PAVERS PER PLAN PITCH ' a ea Ia.a --GRAD SEE FOUNDATION FOR d e PAD SIZE d 4j �. a .L' .a ' IIII o CLEAN COMPACTED— FILL @ 95% STANDARD DENSITY I I — — I 1=1—I I 1=.FFfI- FI FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. IW 1-- Q Q z O 1- U 0 W 0 C? /o'A ,o CO `?a °t�s��N o � z _a ®` p e Z o os w ' = Q "B , Q O: 2� z or'�Ua Q WU:.,�� z ® 111Iq lliP O``aae m LLO o IW 1-- Q Q z O 1- U 0 W 0 (D M a) W t z _j F- O W Q W o Q J W �I =W LU W Qva = W I- ('1 m Q W p O 00 > d d 04 STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 w M CD VJ U i WU:.,�� z ® z °tl�� o I Q m z ® LU LU W � Ljj � U J 0) n W O f�fnn N V w Z C) M Z00 W 7 QO��co t-v1zc° J0�C) o G� Imo- �wt Q0°o2ui I- O O°�WY0 W LL U �QW_ja _ 2 O Q � r O (D M a) W t z _j F- O W Q W o Q J W �I =W LU W Qva = W I- ('1 m Q W p O 00 > d d 04 STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 w M CD THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") 4 1 �,. 1°.a AT CORNERS PRECAST "U" PROVIDE LINTEL W/ 3000 STANDARD #5 psi CONC. PER HOOK BAR. LAP LINTEL PLAN. IF OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN a LINTEL, #5 TO BE . 7" ' 4 HOOKED INTO ROWS OF 10d NAILS STAGGERED @ 6" SIDE VERTICALS W 354 726/699 1843/1625 3486/2255 6205/2885 4. . .A" "B" "C "D" 7' METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) C HOOKPER 11 MD08 .77 a J °..II ° g00W 141" L BOTTOM STEEL IN LINTEL IF �Qw ° 1 SYP #2 P.T. HEADER TO MASONRY 4 a I- N - LC �Q) I,<. zriC7o a w INDICATE - HOOK INTO z LU O' VERTICAL CELLS PER MD08 a �� . 7" ' 4 LENGTH I ROWS OF 10d NAILS STAGGERED @ 6" ROUGH OPENING PER PLAN W 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/ 1247 2781/1946 4754/2489 .A" "B" "C "D" a "B" "C" "D" 0 #3 17/8 41/4 7 15 21/4 41/4 91/4 24 0 #4 21/2 55/8 91/2 20 3 55/8 121/2 LU 20'-0" 0 1 18010 59810 1024/0 1441/0 #5 31/8 7 113/4 25 33/4 7 151/2 40 (D 8R6-0B/1T #6 33/4 81/16 14 30 4112 81/16 181/21 48 � #7 43/8 9 e 35 5 1/4 N 56 Q z ip g ,Do �z C.M.U. BOTTOM REINFORCING PROVIDED O 8F38-1 WIT (. p O 81`40-1 WIT` 8" 7-5/8" ACTUAL NOMINAL WIDTH UNFILLED IN LINTEL (VARIES) wO 8F28-1 WIT xO #3=2%2" °a METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) C HOOKPER 11 MD08 .77 a J °..II ° g00W 0 u_, Z r NO �Qw T OPENING SYP #2 P.T. HEADER TO MASONRY 4 a I- N - LC �Q) I,<. zriC7o a w L SEGMENT HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS LU O' 2'-8" 1343 2693 / 2561 6113/3820 8974/5961 10000/8107 ,4- �' =7 11 . 7" ' 4 WHEN WINDOW OPENING IS tis LARGER THAN 8'-0" THE COURSE —UNDER THE WINDOW SILL IS TO r BE A KNOCK OUT COURSE W/ (1) 1 a #5 CONT. BAR TO HOOK INTO FILLED CELLS AT EACH END AND FILLED CELLS ARE TO BE PLACED AT 32" O.C. YNDER WINDOW P TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED 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 CONC. W/ (1) #5 DIA. REBAR 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL PER PLAN TRANSOM OPENING �- FRAME INFILL AROUND \ WINDOW BY BUILDER SEE WF01/SD3 FOR ' MORE INFO DOOR OR WINDOW OPENING MAX 4'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. 1 IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER r NO -SHEAR WALL T OPENING SYP #2 P.T. HEADER TO MASONRY ° TYP�EAR WA L SEGMENT HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS '14 2'-8" 1343 2693 / 2561 6113/3820 8974/5961 10000/8107 INTO HEADER. NAIL EACH PLY AND BAR SIZE EACH ADDITIONAL HEADER PLY W/ (2) LENGTH I ROWS OF 10d NAILS STAGGERED @ 6" BEND G 4 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/ 1247 2781/1946 4754/2489 .A" "B" "C TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED 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 CONC. W/ (1) #5 DIA. REBAR 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL PER PLAN TRANSOM OPENING �- FRAME INFILL AROUND \ WINDOW BY BUILDER SEE WF01/SD3 FOR ' MORE INFO DOOR OR WINDOW OPENING MAX 4'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. 1 IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS (2) 2x8 SYP #2 P.T. WOOD HEADER REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) TURNED SIDEWAYS. ATTACH (2) 2x8 ,LEAR OPENING SYP #2 P.T. HEADER TO MASONRY 8F8-1 B / 8F8-OBI8F16-1 B / 81`16-013 8F24-1 B / 8F24 -OB WALL W/ SIMPSON HU28-2 OR HUC28-2 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS GRADE 60 2'-8" 1343 2693 / 2561 6113/3820 8974/5961 10000/8107 INTO HEADER. NAIL EACH PLY AND BAR SIZE EACH ADDITIONAL HEADER PLY W/ (2) LENGTH I ROWS OF 10d NAILS STAGGERED @ 6" BEND G O.C. AND MIN. 2" FROM ENDS. DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOK DO REBAR SPLICE DETAIL 3/4"=1'-0" PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) STANDARD LINTELS ,LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8-OBI8F16-1 B / 81`16-013 8F24-1 B / 8F24 -OB GRADE 40 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS V-6" 2231 3069 / 3069 6113 / 6113 8974/8974 10000 / 10000 GRADE 60 2'-8" 1343 2693 / 2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165 / 1969 6113/2931 8672 / 4576 10000/6224 BAR SIZE BEND 0 LENGTH I LAP SPLICE BEND G 1 LENGTH LAP SPLICE 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/ 1247 2781/1946 4754/2489 .A" "B" "C "D" "A" "B" "C" "D" 0 #3 17/8 41/4 7 15 21/4 41/4 91/4 24 0 #4 21/2 55/8 91/2 20 3 55/8 121/2 32 20'-0" 0 1 18010 59810 1024/0 1441/0 #5 31/8 7 113/4 25 33/4 7 151/2 40 (D 8R6-0B/1T #6 33/4 81/16 14 30 4112 81/16 181/21 48 #5 REBAR AT TOP MIN. (1) REQ'D #7 43/8 9 13/16 16 1/2 35 5 1/4 913116 213/41 56 Q z ip g ,Do �z C.M.U. BOTTOM REINFORCING PROVIDED O 8F38-1 WIT O p O 81`40-1 WIT` 8" 7-5/8" ACTUAL NOMINAL WIDTH UNFILLED IN LINTEL (VARIES) wO 8F28-1 WIT xO #3=2%2" °a as Q e #4=2%Z' U + a_ U _ #5=2%2" #6=3" 8 a: d, #7=3%z' LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOK DO REBAR SPLICE DETAIL 3/4"=1'-0" PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL STANDARD LINTEL NOTES STANDARD LINTELS ,LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8-OBI8F16-1 B / 81`16-013 8F24-1 B / 8F24 -OB I 8F32-1 B / 81`32-08 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS V-6" 2231 3069 / 3069 6113 / 6113 8974/8974 10000 / 10000 2'-2" 1783 3069 13069 6113 / 5163 8974/8054 10000 / 10000 2'-8" 1343 2693 / 2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165 / 1969 6113/2931 8672 / 4576 10000/6224 T-4" 1006 1663 / 1349 5365 / 1999 7342/3123 10000/4249 4'-0" 860 1651 /1349 5365 / 1999 7342/3123 10000/4249 4'-6" 710 1423 / 1105 4360/1631 6036/2549 1 8328 / 3470 5'-2" 570 1232/1232 3480/2580 8360/5586 8825 / 4592 6'-2" 488 991/991 2661 /2143 1 5681 /2698 6472/3685 416 752/699 1843/1625 3486/2602 6390/3302 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/ 1247 2781/1946 4754/2489 10'-0" 292 567/454 1366 / 1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /-3-5-2---F 10-75/1075 1838 / 1567 2883 / 2003 12'-0" 239 4181297 1075/ 1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/ 984 1697/1361 2630/1738 13'-4" 0 328/0 1234 / 0 1779/0 2662/0 MATERIALS 14'-0" 1 0 292/0 1160/0 1 1660/0 2439/0 16'-0" 0 284 10 950/0 1 1379/0 1997/0 1. fc PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 18'-0" 0 1 211/0 750/0 1177/0 1676/0 18'-8" 0 1 142/0 598/ 0 1114/0 1468/0 20'-0" 0 1 18010 59810 1024/0 1441/0 20'-8" 0 145 / 0 59010 98110 1376/0 22'-8" 0 110/0---T 450/0 82410 1147/0 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 T 4933/4933 -8" 1425/1425 3343/3280 3'-0" 1230/ 1230 2769/2769 4085/4085 3'-4" 1 1081/920 2769/1716 4085 / 2839 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 6-4" 526/434 1539/1539 1329/2267 7'-4" 4801322 1334/1334 1964/1552 8'-4" 415/235 1152/1152 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.O 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. LINTEL DESIGNATION SCHEDULE MARK LINTEL REQUIREMENTS F =FILLED WITH GROUT U = UNFILLED R =RECESSED &FILLED WITH GROUT QUANTITY OF 95 REBAR @ BOTTOM OF LINTEL CAVITY 8F16 -f ­8/1T T —QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH (D 8R6-0B/1T O 8F8-0B/1T O 8R14-1B/1T ° e O8R14-OB/1T 8F16-1B/1T #5 REBAR AT TOP MIN. (1) REQ'D WALL LEGEND 8F32-0B/1T O -j 11 16-0" OK MIN. 2'-0" T-0" FO OA MIN. O]�-? _ O -T 11'-4" L- b T.O.M. OB MIN. o� 7'-4" ~ = 9'4" T.O.M. = INTERIOR/EXTERIOR I— BEARING WALLS VERIFY 0 = 11'4' T.O.M. HGT. W/ ARCHITECTURAL 8F20-1B/1T PLAN U.N.O. OR LINTEL = 11'-4" TOP OF Qw D _ #5 KNEEWALL REBAR AT TOP MIN. (1) REQ'D LINTEL PLAN O 8F16-0B/1T I— Z a �LU 1-1/2 CLEAR c0 8F20-1B/1T d zI¢ o o' 4 Q Qw D _ #5 REBAR AT TOP MIN. (1) REQ'D OH 8F20-0B/1T O Q z 2-i ° C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL O 8R22-1B/1T O 8F24-1B/1T ID CAVITY BOTTOM REINFORCING PROVIDED O 8R22-0B/1T� 8" 7-5/8" ACTUAL NOMINAL WIDTH FILLED IN LINTEL (VARIES) O 8F24-0B/1T 0 8R30-1B/1T O 8F32-1B/1T 1-1/2" CLEAR F -j c=7 0 8R30-0B/1T Q uJ #5 REBAR AT TOP MIN. (1) REQ'D O_ s 8F32-0B/1T O -j Q z ip g ,Do �z C.M.U. BOTTOM REINFORCING PROVIDED O 8F38-1 WIT O 8F12-1B/1T O 81`40-1 WIT` 8" 7-5/8" ACTUAL NOMINAL WIDTH UNFILLED IN LINTEL (VARIES) wO 8F28-1 WIT xO 8F40-OB/1T CIj -j L6 z 1-1/2" CLEAR _ = J a o#5 REBAR AT TOP MIN. (1) REQ'D Uj o z_ w w TOP KNOCK OUT/ LINTEL BLOCK O U) w COURSE 1-- X W A on Q ° s #5 REBAR AT BOTTOM MIN. (1) REQ'D Uj 1W- 16 GA. POWERS STEEL BOXED a z 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL SAFE LOAD TABLE NOTES 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 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 1/8"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Q 0 z O_ F- a. U W W W Of V o " Cq n � u�o Z U c� ya Q z� am J Z I..L O tr Ww O Ir w Jo'Dcor� o WC6 O (n n � U 0 W Z Q M � S Z Q O 'J LL (C) N W Z F- 5 fz� J �u)N00 v �a f- (nu)000Q I- zQO�:2w o I- Ozo =wY I -- O 33 WUQZ)w¢a 3 Lid X Q 2 =Z � O M 3 L7 O w0 00— CO m � Z f- O� W a W o OJW = W W W Baa U =W� I- W Q O 00 >. (L C14 _ STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 s' %a Z a �LU N < cU d zI¢ o o' 4 Q ad z C) LLm W Q 0 z O_ F- a. U W W W Of V o " Cq n � u�o Z U c� ya Q z� am J Z I..L O tr Ww O Ir w Jo'Dcor� o WC6 O (n n � U 0 W Z Q M � S Z Q O 'J LL (C) N W Z F- 5 fz� J �u)N00 v �a f- (nu)000Q I- zQO�:2w o I- Ozo =wY I -- O 33 WUQZ)w¢a 3 Lid X Q 2 =Z � O M 3 L7 O w0 00— CO m � Z f- O� W a W o OJW = W W W Baa U =W� I- W Q O 00 >. (L C14 _ STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 2x4 SYP #2 BLOCKI ATTACH EACH ENE W/ (3) 12d TOE -NAI BLOCKING TO WAL SIMPSON DTC CLIF SIM. PR SYP BL( BETWEI AND BC TOENAI Fn7 WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR QC CHECK: BEARING WALLS VERIFY 0 = 11'-4" T.O.M. HGT. W/ ARCHITECTURAL SCALE: PLAN U.N.O. OR LINTEL = 11'4' TOP OF f KNEEWALL r� DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: f F -o I FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND ` k COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. — z O F -- a U U) W Q W IY U o , q' z z. U g z zo O 0 0- zF- mam J w LL z F- U) o J M Z) 'D r- O ///�� OZf 0 r- 0) . VJ C7WJZOU%M-.S z W � -J 0 � o J Q � ��NO�v� LL zQO0��ui o p= z w z E I— 0zrWYO W< LU<=I Q� 2i LL z 3:O `Lo 3 00 0 tD Co r z0 0 O W Q LLo W W 0 11 = W W W W Q U a ❑ry W I— V m Q 1 U c) X _ W F-- ❑ 0 Z. d a N _ STRUCTURALENG: CNS -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 HCADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE DRAFTING: CONNECTOR SCHEDULE 01 BEAM SCHEDULE TAG f 1EADER FASTENERS TAG CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP STUD LUMBER CONNECTION ? ' FASTENERS UPLIFT CAP. BLOCKING qO (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES VALUES TAG BEAM SIZE CONNECTIONS 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. 11/12/18 w SPACING SPECIES TOP BOTTOM (PIO TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS - 8d RING SHANK 113" x 218' 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED &ENGINEERED BY FLOOR JOIST/TRUSS CO. SPF(Ib) SYP(Ib) 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) LAYCONVENTIONAL UT WRITTEN APPROVAL OIS SEE WF10/SD4 FOR MORE INFO. (2)12d (2)12d NO MID O (3)2X4 SPF #2 BUILT UP STUD COLUMN T HETA16 w/(9) 10dxl-1/2" NAILS OR HETA20 w/(9) 10dxl-1/2" NAILS. AT PARALLEL TRUSS CONDITIONS USE LTA2 FRAME TO CMU 1810 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, INDICATED AS LONG AS IT MEETS OR EXCEEDS THE TO POST: SIMP. HTS20 OR MSTA18 H2x6 (2)2x6 #2 SYP w/Z' 16d NAILS BW1 16" SPF TOENAILS TOENAILS UPLIFT -SPAN 2, CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. BUILDER NOTE: STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION 1810 BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED ----STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKJNG TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL w/(10) 10dx1-1/12" NAILS @ 24" O.C. U.N.O. SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS H2x8 (2)2x8 #2 SYP w/Z' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) SP4 W/(6) SP4 W/(6) 570 pif MID -SPAN CO (4)2X4 SPF #2 BUILT UP STUD COLUMN lil (2)HETA16 OR (2)HETA20 (1)ply TRUSS 10 10d x 11" NAILS (1)ply 2035 (1 )ply 2035 82x8 (2)2x8 #2 SYP WITH 1/2" FLITCH TO MASONRY: SIMP. HU48 OR HUC48 w/(6)10d NAILS & (14)h x24' 16d NAILS BW2 16" SPF 10d x 12' NAILS 10d x 12' NAILS z FRAME TO CMU 2500 2500 PLATE (2)ply TRUSS (12) 16d x 1 Z' NAILS (2)ply (2)ply TAPCONS 2)2x10 #2 SYP FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) SP4 W/(6) SP4 W/(6) D (2)2X6 SPF #2 BUILT UP STUD COLUMN ON MASONRY: (1) SIMP. MSTAM24 H2x10 w/Z' 16d NAILS BW3 16" SPF 10d 12' NAILS 10d 1z' NAILS 570 plf 3rd. PT. 3 H10A w/(18)10d x 1 Z' NAILS OR FRAME TO FRAME H10A 1340 ATTACH KING STUD TO HEADER w/(10) x x OE (3)2X6 SPF #2 BUILT UP STUD COLUMN (2)ply TRUSS H10A-2 w/(18) 10d x 11" NAILS H10A-2 1070 10A- 107 H10A-2 1245 TO POST: SIMP. HTS20 OR LSTA18 H2x12 , 2)2x12 #2 SYP w/Z' FLITCH PLATE (3) 12d (3) 12d NO TO BEAM: SIMP. HUC410 w/(18)16d & 16d NAILS BW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN 4 HTS20 w/(24)10d x 1 Z' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 2 ()2x10 #2 SYP (10) 10d NAILS ATTACH KING STUD TO HEADER w/(6) F (2)2X8 SPF #2 BUILT UP STUD COLUMN B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x5.5 (2)1.75'x5.5" LVL 16d NAILS BW5 SP4 W/(6) SP4 W/(6) 760 plf MID -SPAN 5 ❑ (2)HTS20 w/(24)10d x 1(2"' NAILS TO FRAME 2490 2900 PLATE NAILS & (18)'-,r"x23" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 12" SPF 10d x 12' NAILS 10d x 1Z' NAILS AT EXT LOCATIONS INCLUDE 3)12d TOENAILS)FRAME ( () ATTACH KING STUD TO HEADER w/(8) O (3)2X8 SPF #2 BUILT UP STUD COLUMN H3.5x7.25 (2)1.75"x7.25" LVL 16d NAILS BW6 12" SPF SP4 W/(6) SP4 W/(6) 760 plf 3rd. PT. El H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 ATTACH KING STUD TO HEADER w/(10) 10d x 1;' NAILS 10d x 1z' NAILS O (3)2X4 SYP #2 BUILT UP STUD COLUMN TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS 12d 12d NO � MTS12 w/(14)10d x 14' NAILS FRAME TO FRAME 860 1000 B2x12 (2)2x12 #2 SYP WITH 1/2" FLITCH (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 BTV D 16" SYP (3) TOENAILS (3) TOENAILS UPLIFT MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE w/(10)10d 4" 3„ ATTACH KING STUD TO HEADER w/(12) O (2)2X6 SYP #2 BUILT UP STUD COLUMN NAILS & (18)4 x24 TAPCONS H5.5xl1.25 (3)1.75"x11.25" LVL 16d NAILS 8❑ MGT w/(22)10d e" EPDXY ANCHOR w/SIMP. SET -XP EPDXY FRAME TO CMU 3330 3965 ON MASONRY: (2) SIMP. MSTAM24 (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP SP4 W/(6) 10d x 1z' NAILS SP4 W/(6) 10d x 1Z' NAILS 664 pif MID -SPAN OK (2)2X8 SYP #2 BUILT UP STUD COLUMN MIN. 12" EMBEDMENT H3x12 PLATE BETWEEN PLIES 16d NAILS 9 ❑z HTT4 w/(18)16d x 2'--" NAILS & 5" EPDXY ANCHOR w/SIMP. s FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 gW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf , 3rd. PT. L O 4x4 SYP #2 POST SET EPDXY MIN. 7" EMBEDMENT w/(18)16d & (10) 10d NAILS HEADER SUPPORT SCHEDULE 10d x 11NAILS 10d x 12NAILS 10 HGT-2 w/(16)10d NAILS w/ (2) 4' EPDXY ANCHOR w/SIMP. FRAME TO CMU B3.2511' (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d SEE PLAN FOR WALL WIDTH (2) 12d (2) 12d NO SET EPDXY MIN. 12" EMBEDMENT 10980 8910 18 "'x22" TAPCONS NAILS &(18)SIMP. OPENING SIZE JACKS @ EA. END KINGS @ EA. END BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN O 6x6 SYP #2 POST ON MASONRY: (2))SIMP. MSTAM24 1'-0" TO 3'-11" 1 1 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1010 1175 BW11 12" SYP SP4 W/(6) SP4 W/(6) 885 Of MID -SPAN O 8x8 SYP #2 POST TO POST: SIMP. HTS20 OR LSTA18 4'-0" TO 7'-11 " 2 2 10d x 1NAILS z' 10d x 1Z' NAILS 12 ❑ LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 TO BEAM: SIMP. HUC410 w/(18)16d &(10) 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN. PER B3.5xl1. 10d NAILS 8'-0" TO 9'-11" 2 3 BW12 12" SYP SP4 W/(6) SP4 W/(6) 885 plf ? 3rd. PT. P STRUCTURAL COVER SHEET 875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 3 1 O x 1z' NAILS 10d x 12' NAILS 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 NAILS & (18)4"x24' TAPCONS 10'-0" TO 12'-0" 3 4 Q 3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN. PER ON MASONRY: (2) SIMP. MSTAM24 BW13 16" SPF SP4 W/(6) SP4 W/(6) NAILS 280 plf MID -SPAN STRUCTURAL COVER SHEET 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO 833pIf 928pIf STANDARD HEADER NOTES 10d x 12' NAILS 10d x 112" 3-1/2"x7" ENGINEERED LUMBER COLUMN. PER BEAM/GT TO POST: SIMP. HTS20 OR LSTA18 @ 32"o.c. @ 32"o.c. O STRUCTURAL COVER SHEET TO BEAM: SIMP. HUC410 w/(18)16d & 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN BW14 12" SP4 W/(6) SP4 W/(6) 380 pif MID -SPAN 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 B3.5x16 (2) 1.75"x16" LVL (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN. PER IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT ]EPF10d x 1Z' NAILS 10d x IZ' NAILS O w/(10)10d APPROVAL FROM E.O.R. 2 ALL HEADER JACKS/KINGS TO MATCH L LUMBER ADE U.N.O. ON PLAN. @ 24 O.C. @ 24"o.c. STRUCTURAL COVER SHEET 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 NAILS & (18)4'x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 3 5-1/4"x5-114" ENGINEERED LUMBER COLUMN. PER ATTACH STUDS TOGETHER FOLLOWING L D STANDARD BEARING WALL W/STRAPS NOTES O STRUCTURAL COVER SHEET 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 SIDE. MIN. 2" FROM TOP ENGINEERED LUMBER COLUMN. TO POST: SIMP. HTS20 OR LSTA18 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. O5 -1/4"x7" PER (2) 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 12d TOENAILS.18 STRUCTURAL COVER SHEET LTT20B w/(10) 10d NAILS & " EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 5.25x16 (3) 1.75"x16" LVL ON MASONRY: (2) SIMP. MSTAM24 MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING TOP AND BOTTOM PLATE W/ (3) 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE O 7"x7" ENGINEERED LUMBER COLUMN. PER STRUCTURAL EPDXY MIN. 7" EMBEDMENT CMU 1290 1300 ` U.N.O.FASTEN LVL PLIES TOGETHER USING (3) PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. OUT CONTACT E.O.R. COVER SHEET 19 HTT4 w/(18) 16d x 22' NAILS w/8' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT LVL / PSL COLUMNS COLUMN TO FTG. ROWS OF 1/4" X 3 1/2" SDS SCREWS 24" O.C. @ EACH SIDE 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED 1/2" X -AT 3640 4235 REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW' CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. Y 3 11 7l8" ENGINEERED LUMBER COLUMN. PER USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS 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. STRUCTURAL COVER SHEET 20 ❑ (3)HTS20 w/(24)10d x 12"' NAILS FRAME TO FRAME 3735 4350 TO POST: (2) SIMP. HTS20 OR LSTA18 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2' J -BOLTS OR EPDXY 5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN. PER (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) SIMP. MSTAM24 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & Z O STRUCTURAL COVER SHEET B3.5x20 (2) 1.75"x20" LVL 8. SEE DTL. WF09/SD2 FOR I ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 ' F LVL PLIES TOGETHER USING (4) 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. STANDARD COLUMN NOTES ROWS 1/4" ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. ROOF NOTES. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. EACH SIDE WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. STANDARD BEAM NOTES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. LS TO G 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT 2, ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 23 BG TOP PLT. TO NIVERTT DI H5RDEATTACH D TO POST. FRAME TO FRAME 3300 3965 ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 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" 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SDI U.N.O. O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. ORAS OTHERWISE NOTED. ON PLAN. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. SOLID POSTS. AT EXTERIOR CONDITIONSSTANDARD CONNECTOR NOTES 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ 11 ON PLAN. WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE 4x4: ABU44 w/(12)16d NAILS & e' EPDXY ANCHOR w/MIN. 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2)TOP/BOTTOM CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SPS AT EACH STUD 7" EMBEDMENT a 6x6: ABU66 w/(12)16d NAILS & EPDXY ANCHOR w/MIN. 8' 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) AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 7" EMBEDMENT 8x8: ABUS8 w/(18)16d NAILS & (2) e' EPDXY ANCHORS w/ AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. LTA2's @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. MIN. 7" EMBEDMENT OR 32"o.c.) 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE WRITTEN ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. APPROVAL FROM THE E.O.R. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 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 SIMP. H10A FOR SINGLE PLY, OR H10A-2 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 OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR STANDARD NAIL SCHEDULE 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. EDITION). SEE COVER SHEET NOTES FOR MORE INFO &STANDARD DETAILS IN THIS IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. Q ROOF & EXT. WALL NAILING SHEATHING NOTES 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. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS:5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 8d 131" x 2Z' 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 ABOVE THE GARAGE. O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 10d 148" x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN 6" O C IN FIELD SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR IF UPLIFT IS HIGHER THEN 21001bs, CONTACT E.O.R. FOR FURTHER REVIEW. PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF cNo DRAFTING: 01 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE 12d 148' x 34' CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. � JtfU a• r Q i FLOOR FRAMING NOTES DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW < O Z) LLm CC AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: 16d 162" x 32 SCALE: AS INDICATED 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. 11/12/18 w GENERAL NOTES SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROWAT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. 8d RING SHANK 113" x 218' 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED &ENGINEERED BY FLOOR JOIST/TRUSS CO. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS THE PLAN. IF 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 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. LAYCONVENTIONAL UT WRITTEN APPROVAL OIS SEE WF10/SD4 FOR MORE INFO. NAILING NOTES CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 12. IF DOES GN OCIUMEENT6 INDICATE THAT AN A/C UNIT TIO BE RECESSED INTO THE 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 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, INDICATED AS LONG AS IT MEETS OR EXCEEDS THE 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE DIAMETER AND LENGTH INDICATED. 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 FLOOR SHEATHING NOTES THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2, CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. BUILDER NOTE: STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED ----STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKJNG TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL WITH (3) 10d TOENAILS. SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 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. 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. �19iis9�!l1��. am�f cNo DRAFTING: 01 LL : o �Oaz "0' y OO;J�Z LLI i¢.W ° '•, U d F_ ¢"Q2 U a 0. z � JtfU a• r Q i �� < O Z) LLm w Z _0 f-- U W W 0 W fY O V o q° W U z Z ®® z0 am Z Z z O W wco U C� w"�� � j Z) (D r o W ^�( o6 J[1 U)'� U W J (D WZ0 ccs,�'_.S ZQZ>-, o N m J J p Q] Y boo W U) m v Z`n0��w o I- Q O z�WYOE W O 0 (n Z 2i LL ZOOM OLL 0 - r� C1 m � O_j LLI o W Q O J W u 2 W W L) (L = W W Q 0 00y, cL d 04 _ u) STRUCTURALENG: CNS UJ DRAFTING: 01 -STRUCT: DP Z) QC CHECK: CC NOTES & JOB No PSQ-0206448 Q f- SCALE: AS INDICATED C O N N E CTO R L E G E N® DATE 11/12/18 w Qfx S6 Cil 00 N 00 N 2 co N S w N x CJ1 Cl) U H2x6 H2x6 ri U H2x6 =, U U NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND U DJ1 00 N 2 (0 N x ail SO SD5 B 4 WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR SPACING END ZONE BEARING WALLS VERIFY r-�� = 11'-4" T.O.M. HGT. W/ARCHITECTURAL 9'-0" 2x4 SPF #1/#2 PLAN U.N.O. OR LINTEL = 11'-4" TOP OF 9'-4" 2x4 SPF #1/#2 KNEEWALL 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES O U m w LO co Z) QC CHECK: CC U U CJ3 co JOB No. PSQ-0206448 ---------- SCALE: ____ CJ3T F FRAMING PLAN DATE: 11/12/18 W S7B x CJ5 I ! i CJ5T I ! A6T rte\ I I I I A4T I I I � A3T FI n iI F71--------- ---------------- O A2 Al,;, III Al III A111 A2 F ---� I X I �� d e1\1-KM VA4 CJ5 C2 ul CJ3 --- r- --------- I 3 3 C2 LO 0 c1 n H2x6 H2x6 H2x6 U Q1 C1 JCJ3 CJ3 U O Cil H2x6 ' 10 0 U NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND U DJ1 00 N 2 (0 N x ail SO SD5 B 4 WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR SPACING END ZONE BEARING WALLS VERIFY r-�� = 11'-4" T.O.M. HGT. W/ARCHITECTURAL 9'-0" 2x4 SPF #1/#2 PLAN U.N.O. OR LINTEL = 11'-4" TOP OF 9'-4" 2x4 SPF #1/#2 KNEEWALL 16" O.C. MAX EXTERIOR FRAME WALL SCHEDULE (PARK SQUARE) WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAYBE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW /DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY - WS45/SD7 OPENING SITTING ON WOOD BEAM - WS46/SD7 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD5 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10 AT ALL LOCATIONS AS REQUIRED, 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. W E- Q ya`- 4b d J po z V r n zea Z z° am Z U) w QW U I_- IW- 101' i J � � (0 r- EO 06 H U) O- N rn 0 0 W Z0co , Z QO J LLL0 VVMi W U1=C0 n c J O J0QQ❑>-o 0 UL`10Q� m O ZQp�2Elii 0 ❑SzwZ E O Z u, Yo W UQQW,<d 2 I¢-�LL o( 3 (n Z M 0o O G 07 m � Z 0 00 W Q ej)W o >> OJWLU n =WW ja aWa U 1'nW2 W F- O �pi`pZ cl� ao 11 n. c-4 U I STRUCTURAL ENG: CNS s�i Ly V (n o ' 0; o f U= Q J Q ❑ -STRUCT: DP O U m w W E- Q ya`- 4b d J po z V r n zea Z z° am Z U) w QW U I_- IW- 101' i J � � (0 r- EO 06 H U) O- N rn 0 0 W Z0co , Z QO J LLL0 VVMi W U1=C0 n c J O J0QQ❑>-o 0 UL`10Q� m O ZQp�2Elii 0 ❑SzwZ E O Z u, Yo W UQQW,<d 2 I¢-�LL o( 3 (n Z M 0o O G 07 m � Z 0 00 W Q ej)W o >> OJWLU n =WW ja aWa U 1'nW2 W F- O �pi`pZ cl� ao 11 n. c-4 U I STRUCTURAL ENG: CNS COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. co 0 LJ DRAFTING: F -STRUCT: DP U Z) QC CHECK: CC co JOB No. PSQ-0206448 Q H SCALE: AS INDICATED F FRAMING PLAN DATE: 11/12/18 W S7B x COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. co 0 s SIZE PROVIDE STANDARD SPACING # ROWS 1x4 HOOK 12" O.C. 1 Lu 3/16" x 2 1/4" 12" 1x8 3/16" x 2 1/4" 12" O.C. 2 TYP. SINGLE TIE -BEAM PER PLAN) @ 12" O.C. 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 (1)#51NTIE BEAM 19"0C 2x8 (1)#5 BAR IN PRECAST 12" O.C. 2 nt LINT(2) ON BOTH SIDES FROM TOP #5's VERTICAL IN OF WALL TO BOTTOM OF PRECAST CONC. OR GROUT FILLED CELL W 2x BLOCKING TYP. @ ALL WINDOWS N SIMPSON LSTA24 EACH END > z a EACH STUD TO DOUBLE TOP ENTIRE COLUMN TO PLATE AND SP1 CLIPS EACH PRE -ENG. ROOF BE GROUT FILLED W FO KNEEWALL AT DOWNSET BEAM U.N.O. U) SEE PLAN FOR U.N.O. CONNECTION (1) #5 VERTICAL IN I. 3/4"=1'-0" GROUT FILLED CELL (IF FO KNEEWALL AT MASONRY WALL o. REQ'D PER PLAN) NUT SET IN ADHESIVE II NOTE: SEE MD08 ON Ij' q SEE FOUNDATION LAN -i 1 _ i _ u INFO DO VERTICAL REINFORCEMENT DETAIL 1/2"=1'-0" NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIREI CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-112" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER I I 2x6x12 P.T. SYP #2 CENTER BUCK �I 1/2" J -BOLT W/ 5 1/2" EMBED. 1 1/2" 2x P.T. SYP #2 NAILER OF OPENING W/ (1) 1/4"x2-3/4" MIN. MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF BUCK. SPACE REMAINING ANCHORS w� @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY .0 O BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR ¢ ¢ w w MFR.'S WRITTEN SPECIFICATIONS n O O F > 2 cw7 45 DEG. BEVEL CUT O¢ 2x6 P.T. SYP #2 BUCK M Q_ a END, 1 1/2" ABOVE �I- SECTION GARAGE F.F., EA. SIDE T OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) 1/2"=1'-0" DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 2' TITEN HD ANCHORS W/ AIN. 114" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" :ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" 12" 1x8 3/16" x 2 1/4" 12" O.C. 2 TYP. SINGLE TIE -BEAM PER PLAN) @ 12" O.C. 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 1311611 x 3 1/4" 1 19"0C 2x8 3/16" x 3 1/4" 1 12" O.C. 2 NOTES: 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDSAND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. 2. BUCKS LESS THAN 2x SYP 92 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND o' FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS DO 2x BUCK DETAIL 1/2"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL 11 I \ )u JOINING UP TO MAIN HOUSE SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN y WALLS SHALL BE ATTACHED RE. ELEV. (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT FOR O.H. NAIL PER PLAN WALL STUDS W/ (2)-16d NAILS TYP. SINGLE TIE -BEAM PER PLAN) @ 12" O.C. GROUT SOLID MIN. 2x4 SPF #2 KNEE WALL PLAN FOR STUD SIZE & I (2) 2x #2 SYP SEE PLAN WITH STUDS @ 16" O.C. W/ V FOR BEAM SIZE STRUCTURAL SHEATHING nt UNDER GIRDER TRUSS ON BOTH SIDES FROM TOP BUILDER FRAME OF WALL TO BOTTOM OF PRECAST CONC. OR RADIUS AS REQ'D BEAM. ATTACHED PER 2x BLOCKING TYP. @ ALL WINDOWS NAILING SCHEDULE SIMPSON LSTA24 EACH END OTHERWISE SP2 CLIPS STUD EACH STUD TO DOUBLE TOP PLATE AND SP1 CLIPS EACH PRE -ENG. ROOF STUD TO BOTTOM PLATE TRUSS PER PLAN FO KNEEWALL AT DOWNSET BEAM ABU POST BASE 3/4"=1'-0" SEE ROOF SHEATHING, PLAN NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD ROOF TRUSS -SEE 11 � FRAMING PLAN FOR SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN (2) 2x #2 SYP SEE PLAN SPACING RE. ELEV. EXTERIOR SHEATHING SEE PLAN FOR 'Z FOR O.H. NAIL PER PLAN CONNECTION TYP. SINGLE TIE -BEAM PER PLAN) 2x BRG WALL, SEE GROUT SOLID (2)-16d NAILS @ 12" PLAN FOR STUD SIZE & 2x4 SPF #2 KNEE WALL O.C. SPACING. MIN (2) 2x W/ STUDS @ 16" O.C. UNDER GIRDER TRUSS 1/2" x 8" ANCHOR BOLT I SHEATHING FROM U.N.O. PRECAST CONC. OR TOP OF WALL TO 2x BLOCKING TYP. @ ALL WINDOWS SIMPSON LSTA24 EACH END MAIN FLOOR gL STUD 2x PT BOTTOM 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x ABU POST BASE UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING EACH STUD TO 3/4"=1'-0" PRE-ENGINEERED — TRUSSES PER PLAN @ 24" O. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED — PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SPI CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE (2) 2x PLATE LAST STUD OF — KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE FO KNEEWALL AT UPSET BEAM 3/4"=1'-0" (2) 2x BUILT-UP COL. (2 BLOCKING W/ (2) 2x TOP PLATE (2) 12d NAILS @ EACH END \ I SIMPSON LSTA30 W/ (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) SEE FLOOR PLAN FOR MORE BRG. WALL INFO (2) 2x TOP PLATE ATTACH 2x TO BUILT-UP W/(2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. — E F1 STEP @ BEARING FRAME WALL 3/4"=1'-0" — DOUBLE 2x TOP PLATE IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS Imo\ TO TRUSS. STUDS @ I� 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR TOP KNOCK OUT / (SEE SCHEDULE) COURSE W/ (1) #5 MASONRY WALL PER CONT. PLAN F1 KNEEWALL ABOVE MASONRY WALL DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUI STRUCTURAL SHEATHING TYP. TRUSS TO FRAME zzz CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE LAST STUD OF KNEE WALL JOINING 11 (2) 2x TOP PLATE UP TO MAIN HOUSESMI SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN (2) 2x #2 SYP SEE PLAN WALLS SHALL BE RE. ELEV. FOR BEAM SIZE (ONLY ATTACHED TO MIN. FOR O.H. IF OPENING PROVIDED (2) 2x FULL HEIGHT TYP. SINGLE TIE -BEAM PER PLAN) WALL STUDS W/ GROUT SOLID (2)-16d NAILS @ 12" Uj 2x4 SPF #2 KNEE WALL O.C. 0.131 x 3 1/4" NAILS W/ STUDS @ 16" O.C. W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT I SHEATHING FROM OR TITEN HD @32" PRECAST CONC. OR TOP OF WALL TO O.C. & 6" FROM EACH TYP. @ ALL WINDOWS BOTTOM OF WALL. END MAIN FLOOR gL ATTACHED PER 2x PT BOTTOM NAILING SCHEDULE PLATE =I OTHERWISE SP2 CLIPS PRECAST LINTEL OR ABU POST BASE EACH STUD TO BEAM KNOCK OUT COURSE ABOVE AND SP 1 CLIPS EACH STUD TO MASONRY WALL BOTTOM PLATE FO KNEEWALL AT MASONRY WALL o. CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN TOP OF MASONRY BEAM INTO LONG SPAN AS INDICATED ON BEAM SEE ARCH PLANS FOR SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN CC STRAP IS NOT REQUIRED. RE. ELEV. SCALE: PT. POST (AS NOTED) FOR O.H. EXT. AS NOTED TYP. SINGLE TIE -BEAM LAP BEAM PLYS AND W/ (1) #5 CONT. GROUT SOLID NAIL AS SHOWN (5) Uj w 0.131 x 3 1/4" NAILS PER PLY WINDOW PER > FLOOR PLAN HTS20 CLIP FROM PRECAST CONC. OR POWERS STEEL SILL POST TO BEAM TYP. @ ALL WINDOWS EXT FINISH PER PLAN EXTERIOR BEAM AS MAIN FLOOR gL NOTED PLAN VIEW @ TOP OF POST VERT REINF. BEYOND PT POST (AS NOTED) =I MASONRY WALL PER I ABU POST BASE (AS NOTED) o' 5/8" THREADED ROD w/ o. NUT SET IN ADHESIVE II \ a �—/ SEE FOUNDATION i i PLAN FOR ADDITIONAL i _ u INFO SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING 3/4"=1'-0" CONC. SLAB - i. SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION ----j DETAILS FOR FTG INFO PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION S01 TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" .TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LU I— LU W U (/ //�j H �/ / z p 8 U �a d W z o. Q Z F U) w U w F I �M Z) CO N EO W v Wz0 V) , S Z ¢O- LLI m Z �o J J OQ w> -o ~ W c=nWt�Vo¢� z¢ O3: 2E w o o=zwz E f-OzI­wYo W 0 < D W< = = OC 3 U) LU Z `oo Q LL r C1 m r Z ~ O_ W Q W o 2 > O LU J W n = LLI W W � ava W I— C� m Q U (qW2 )i Ye 00 >_ W C.N� _ STRUCTURALENG: CNS DRAFTING: TOP OF MASONRY -STRUCT: SEE ARCH PLANS FOR QC CHECK: CC OVERHANGINFO RE. ELEV. SCALE: AS INDICATED FOR O.H. 11/12/18 TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID Uj w WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR gL ELEV 0'-0" VERT REINF. BEYOND —III— I—III—' IM11: =I MASONRY WALL PER I PLAN S01 TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" .TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LU I— LU W U (/ //�j H �/ / z p 8 U �a d W z o. Q Z F U) w U w F I �M Z) CO N EO W v Wz0 V) , S Z ¢O- LLI m Z �o J J OQ w> -o ~ W c=nWt�Vo¢� z¢ O3: 2E w o o=zwz E f-OzI­wYo W 0 < D W< = = OC 3 U) LU Z `oo Q LL r C1 m r Z ~ O_ W Q W o 2 > O LU J W n = LLI W W � ava W I— C� m Q U (qW2 )i Ye 00 >_ W C.N� _ STRUCTURALENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 SON-- DIAGONAL ON--DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN PLAN ATTACH PER BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS TO BE CONT. @ THE REQ'D) TRANSITION FROM LOADS SUCH AS WALL TO GABLE PLYWOOD INSIDE FACE OF CMU (C yam` < O WASHERS (MIN. 7" CHORD BRACING @ 16" TRUSS \ 12 SHEATHING & AND CENTERLINE OF 2x4 DIAGONAL BRACE EMBED) MIN. 6" FROM DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION REQ'D GABLE END "L" AND/OR "T" BRACING STRONG BACK PER GABLE END BRACING CHART 2x4 SYP #2 TOP CHORD BRACING @ 16" O.C. MIN (2) TRUSS BAYS BACK FROM GABLE END (MIN. 48") GABLE END CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. EOR OTRUSS R ADDITIONAL D NAL IINFO AS REQ TRUSS BOTTOM FOPLAN TYP.R CHORD. REFER TO SIMPSON A23 @ EACH GE02 FOR REQ'D BRACE TO PLATE BRACING TYP MAINTAIN 3 1/4" ROOF SHEATHING PER END. REDUCE - PLAN ATTACH PER SPACING TO 24" O.C. O.C. MAX. STUD CLEARANCE BETWEEN @ WALLS CARRYING r1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM LOADS SUCH AS 16" O.C. MAX. @ PLYWOOD INSIDE FACE OF CMU (C yam` < O WASHERS (MIN. 7" CHORD BRACING @ 16" A -A. INSTALL MID -HEIGHT STRONGBACK \ 12 SHEATHING & AND CENTERLINE OF 2x4 DIAGONAL BRACE EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM NAILING PER J -BOLT O.C. MAX. STUD EACH END AND 32" ATTACHMENT W/ (3) SHELVING. (5) 16d NAILSBAY \ O.C. MAX. O 10d TOENAILS EA. END w w PLAN SHALL \ WALLS CARRYING MIN. (2) TRUSS BAYS STRONGBACK, SEE � RUN CONT. 2x8 P.T. PLATE, CANT. a �, BACK FROM GABLE BETWEEN 12" LONG J ACROSS GABLE TO BOTTOM OF FOR CLG. NAILING BRACE TO 2x4 = END (MIN. 48") \ D FALSE BEAM. SURFACE o m 2x TOP PLATE TO BLOCK & TRUSS \ \ ATTACHED PER PROVIDE 16d NAILS CABINETS OR HEAVY 0 GABLE END W/ 12d NAILING GABLE END TRUSS TO SEE CHART BELOW = = NAILS @ 6" O.C. PERPENDICULAR SCHEDULE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE STRONGBACK IF = LOADS SUCH AS TRUSS BLOCKING.) BRACING AND BEAM @ 16" O.C., IF REQ'D W/ (4) BELOW BOTTOM OF ATTACH TO EACH 10d NAILS @ EA. TRUSS BRACE REQ'D PER CABINETS OR HEAVY 2x BLOCKING x 12" TIE BEAM COURSE w/ TOP AND BOTTOMIX— 2x4 #2 SYP CMUWALL OR LINTEL (1) #5 CONT. MIN. 2x4 SYP #2 STUDS @ 16" O.C. W/ (2) 16d NAILS LONG @ HORIZONTAL BLOCKING BELOW A CHART. SEE W/ SINGLE BOTTOM & TOP PLATE CHORD. BETWEEN CMU WALL CONNECTION W/(3)10dNAILSEACHENI I FALSEBEAM STUDS ONLY IF FRAME DOWN 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING"' GE01 GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" (150 MPH EXP. B) 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. ROOF SHEATHING PER END. REDUCE - PLAN ATTACH PER SPACING TO 24" O.C. O.C. MAX. STUD NAILING SCHEDULE @ WALLS CARRYING VERTICAL GAP REDUCED DOWN TO LOADS SUCH AS 16" O.C. MAX. @ BLOCK & TRUSS CABINETS OR HEAVY (C yam` < O GABLE END TRUSS VERT. PER SECTION SHELVING A -A. INSTALL MID -HEIGHT STRONGBACK \ 12 TRUSSES AT 24" O.0 TYP. NON -LOAD HEIGHT BEARING WALL PER SIMPSON DTC @ 48" PLAN. STUDS @ 24" O.C. ATTACH W/ (6) E O.C. MAX. STUD NAILS (MAX. " SPACING TO BE VERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS < ROOF SHEATHING AND NAILING PER PLAN. SHEATHING SHALL BE CONT. FROM FIRST COMMON ROOF TRUSS TO EAVE OF O.H. r3K•P.Iw1fLI GABLE BRACING CHART HEIGHT REQUIRED "L" BRACING H < 3'-6" NO GABLE "L" BRACE REQUIRED T-6" < H < 7'-4" (1) 2x4 GABLE "L" BRACE. FASTEN TO EACH AS INDICATED GABLE END TRUSS VERT. PER SECTION A -A 7'-4" < H < 9'-0" \ 12 GABLE END TRUSS VERT. PER SECTION A -A 9'-0" < H < 18'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH (C yam` < O GABLE END TRUSS VERT. PER SECTION U V ��"' m LL A -A. INSTALL MID -HEIGHT STRONGBACK \ 12 PER ASSEMBLY B -B CABINETS OR HEAVY 2x4 DIAGONAL BRACE \ MAX O.C. MAX. STUD @ 48" O.C. TO 3RD SHELVING. (5) 16d NAILSBAY \ REQ'D w/ SPACING TO BE VERTICAL GAP \ WALLS CARRYING STRONGBACK, SEE DIAGONAL \ REDUCED DOWN TO BETWEEN 12" LONG CHART HOLD TOP OFLOADS BRACE TO 2x4 \ BLOCKING 16" O.C. MAX. @ BLOCK & TRUSS \ \ GABLE "L" BRACING. CABINETS OR HEAVY PROVIDE \ SEE CHART BELOW = BOTTOM CHORD/ PERPENDICULAR 12 SHELVING O STRONGBACK IF = LOADS SUCH AS TRUSS BLOCKING.) BRACING AND 12 MAX BELOW BOTTOM OF ATTACH TO EACH REQ'D PER CABINETS OR HEAVY 2x BLOCKING x 12" DIAGONAL BRACE TRUSS BOTTOM GABLE BRACING W/ (2) 16d NAILS LONG @ HORIZONTAL A A CHART. SEE CHORD. LONG @ TRUSS ASSEMBLY B-13= BLOCKING LOCATION GABLE BRACING @ BELOW 48" O.C. NOT REQ'D w ATTACHMENT, @ 48" 6' FROM EAVES ATTACHMENT. ATTACH GABLE END o O.C. ATTACH TO WALL SHEATHING g TOP OF TO WALL SINGLE TOP TO FASTEN PER SINGLE TOP PLATE W/ X NON -LOAD BEARING X PLAN. GABLE BRACING CHART HEIGHT REQUIRED "L" BRACING H < 3'-6" NO GABLE "L" BRACE REQUIRED T-6" < H < 7'-4" (1) 2x4 GABLE "L" BRACE. FASTEN TO EACH AS INDICATED GABLE END TRUSS VERT. PER SECTION A -A 7'-4" < H < 9'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH LOADS SUCH AS GABLE END TRUSS VERT. PER SECTION A -A 9'-0" < H < 18'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH (C yam` < O GABLE END TRUSS VERT. PER SECTION U V ��"' m LL A -A. INSTALL MID -HEIGHT STRONGBACK LOCATION. ATTACH W/ PER ASSEMBLY B -B I _x J SECTION A -A GABLE "L" BRACING 2x4 GABLE "L" BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE TRUSS VERTICAL 2ND 2x4 GABLE "L" BRACE IF REQ'D, SEE CHART SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS GABLE TRUSS VERTICAL BEYOND 2x4 GABLE "L" BRACE 2x4 ATTACHED TO EACH GABLE "L" BRACE W/ (2) 10d NAILS (1) A23 FROM STRONGBACKTO MID -HEIGHT DIAGONAL STRONGBACK TO BE - INSTALLED CENTERED ON MAX. HEIGHT OF GABLE TRUSS 2x6 10d COMMON NAILS @ 8" O.C. GE02 GABLE END BRACING WIND SPEED & EXPOSURE: 140C MAX 3/4"=1'-0" TYP. NON -LOAD SIMPSON DTC @ EACH DP LOCATIONS CARRYING BOTTOM CHORD/ co JOB No. 0 Z SCALE: AS INDICATED BEARING WALL PER HORIZONTAL BLOCK ;v d LOADS SUCH AS TRUSS BLOCKING.) U~:°�UvQ � �i ��° •• "aaaa"' (C yam` < O ,'''2V rr U V ��"' m LL PLAN. STUDS @ 24" LOCATION. ATTACH W/ CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD (6) 8d NAILS (MAX. '-q" SHELVING. TO 24" O.C. FORN SPACING TO BE VERTICAL GAP WALLS CARRYING REDUCED DOWN TO BETWEEN 12" LONG HOLD TOP OFLOADS SUCH AS 16" O.C. MAX. @ BLOCK & TRUSS NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING BOTTOM CHORD/ WALL DOWN 1-2'.' SHELVING LOADS SUCH AS TRUSS BLOCKING.) BELOW BOTTOM OF CABINETS OR HEAVY 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x12" SHELVING. LONG @ HORIZONTAL CHORD. LONG @ TRUSS BLOCKING LOCATION LOCATION FOR CLIP FOR CLIP ATTACHMENT, @ 48" ATTACHMENT. ATTACH O.C. ATTACH TO WALL TOP OF TO WALL SINGLE TOP TO SINGLE TOP PLATE W/ NON -LOAD BEARING PLATE W / MIN. (4) 8d MIN. (4) 8d NAILS. WALL DOWN 1-2 NAILS. BELOW BOTTOM OF SINGLE 2x TOP PLATE TRUSS BOTTOM SINGLE 2x TOP PLATE CHORD. F2 NON-BEARING WALL (PARALLEL TRUSS) 1/2"=T-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 EXT. WALL / TRUSS SIMPSON LRU26Z W/ (9) 10d x 1 1/2" NAILS 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. DESIGNED FOR SHINGLE ONLY V STRONGBACK ASSEMBLY B -B 2x8 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO MASONRY W/ 2x6 P.T. SYP #2 LEDGER W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. SHEATHING PER PLAN 12 MIN. 2x6 SYP #2 OR SEE PRE-ENGINEERED PLAN ROOF TRUSSES @ 24" O.C. MAX. (5) 10d NAILS FOR CONV. FRAMED MEMBERS ONLY 4'-0" MAX. SIMPSON LUS24 W/ L FASCIA PER (6) 10d x 1 1/2" NAILS COMMUNITY SPECS 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.0 MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER W/ 1/4" x 3 1/4" TAPCONS @ 12" O.C. DM TYPICAL SHED ROOF DETAIL 1/2"=1'-0" — STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE D02 LEDGER @ LOW ROOF PLAN 3/4"=1'-0" duplication, or transfer of these documents without the expressed, w STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFORMATION SP4 TOP OF CRIPPLE AT STRAP LOCATION DOOR OPENING - SP4 @ BASE OF EA. - STUD U.N.O. SEE BEARING WALL SCHEDULE ON NOTES & CONNECTORLEGEND SHEET FOR MORE INFO. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILSSTAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULEFOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BILKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERCEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. FO TYPICAL INTERIOR BEARING WALL HEADER ritten consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. N N DP W co JOB No. 0 Z SCALE: AS INDICATED Qaz N OJ =Z U ;v d !L' o Q -0 J < o•Z_ Q < U~:°�UvQ � �i ��° •• "aaaa"' (C yam` < O ,'''2V rr U V ��"' m LL 111 j 11 W Q z O I- 0.. U C) W 0 z O U O j LU = W J I- 3: I— w I. Q LLI W Er 2 O (n U < z W Q UJ W IY O J W = W W Q U a. W W p O � 00 >_ D_ a. N U Fq 2 U q 9 z am z of n C/) LU r Lu L) LU U H -jCo�cm� o 0 W ZpcN+�r c ZQO JCO w m h J O¢} p 0 0 D wNN-O0f'T m z<0�: i o o= z w z E Ozi-uiYO U<¢¢LL =a 3 >� M O z> M Oo 0 7 STRUCTURALENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 I 0 0 I 2x4 BLOCKS, (2) 16' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. GABLE BRACING i O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. PROVIDE BLOCKIP BETWEEN TRUSS @ 48" O.C. FOR FI BAYS WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' r. 2x4 @ 24" O.C. 2x BUCK PER DETAIL _E END MD04/SDI \THING FASTEN PLAN -E AS REQ'D ,SON H10A DIAG. FO ARCH WINDOW FRAMING DETAILS LOCKING 3/4"=1'-0" VIDE 2x BLOCKING NAILING SS PER PLAN PLAN FOR SORT AND TIE IN OF JACK 3SES GE03 GABLE END @ FLAT CEILING W/ BOSTON HIP 2x6 COLLAR TIE HALF WAY - UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW W 0 it 2x6's @ 24" NOTE: CUT BACK 2x8 2x SCAB w/ 10d NAILS @4"O.C. PRECAST LINTEL PER P.T. @ TOP TO ALLOW CF01 FIELD FRAMED VALLEY DETAIL PLAN CONT. 2x4 BLOCKING \THING PER PLAN BUILDER NOTE: AROUND CURVE. MIN. l \ \ SOFFIT FRAMING NOT 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN ?�F�CgP6 10 ROOFFASTEN PER PLAN 2x8 W/ (2) 16d TOE (2) 8d TOE NAILS TO RE O.H. IS > V-0", NAILS EA. END :1 END GABLE w/ _OOKERS @ 24" 2x SPF CONT. TO RUN BACK TO BLOCKING ATTACH TO ;OMMON TRUSS 7/16" OSB W/ (2) 8d 1 (3) 12d TOENAILS. NAILS 2x4 LEDGER (2) 16d VECT TO DROP - 1/4" x4" TAPCONS @ 12" -E WITH H2.5 CLIP. 7/16" OSB EA, SIDE, W/ 2'-0" O.H. 6d NAILS @ 16" O.C. TO !rz O.C. SIDE & TOP NAILER r. 2x4 @ 24" O.C. 2x BUCK PER DETAIL _E END MD04/SDI \THING FASTEN PLAN -E AS REQ'D ,SON H10A DIAG. FO ARCH WINDOW FRAMING DETAILS LOCKING 3/4"=1'-0" VIDE 2x BLOCKING NAILING SS PER PLAN PLAN FOR SORT AND TIE IN OF JACK 3SES GE03 GABLE END @ FLAT CEILING W/ BOSTON HIP 2x6 COLLAR TIE HALF WAY - UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW W 0 it TtioR&o ti 2x4 FRAMING @ 24" 2x SCAB w/ 10d NAILS O.C. MAX. @ 4" O.C. PROVIDE (4)10d x3" PER -ENG TRUSSES NAILS AT JOINT 7 <� JP - 2X8 RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. /2rOF�RL9AeTO cTyoR019 ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT PER PLAN 2x6's @ 24" \ F O B 2x SCAB w/ 10d NAILS @4"O.C. O.C. MAX. . CF01 FIELD FRAMED VALLEY DETAIL TRUSS CONNECTION 1/2"=V-0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BUILDER NOTE: BELOW AND CONNECT w/ HTS20 @ 32" O.C. l \ \ SOFFIT FRAMING NOT PER PLAN REQUIRED WITH ALUMINUM PER PLAN OR VINYL SOFFITS ?�F�CgP6 10 ROOFFASTEN PER PLAN TtioR&o ti 2x4 FRAMING @ 24" 2x SCAB w/ 10d NAILS O.C. MAX. @ 4" O.C. PROVIDE (4)10d x3" PER -ENG TRUSSES NAILS AT JOINT 7 <� JP - 2X8 RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. /2rOF�RL9AeTO cTyoR019 ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT PER PLAN STUDS @ 16" O.C. FOR KNEE WALL \ F O B 2x SCAB w/ 10d NAILS @4"O.C. \ \ \ CO . D \ O TRUSS CONNECTION HEADER PER X BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS PER -ENG TRUSSES BELOW AND CONNECT w/ HTS20 @ 32" O.C. l \ \ 2x FASCIA PER PLAN 2x FASCIA PER PLAN CMU WALL PER PLAN \ (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ 2x4 LEDGER (2) 16d 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.. C. O.C. PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.N. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL F1 TYPICAL SCAB OVERHANG 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DES ARCH PER ELEV LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL INFORMATION (HEADER CAN BE EI H 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ CMU ,AF �— HEADER (SEE PLAN) ARCH PER ELEV NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" V EDGE 1 1/2" EDGE 10d x 3" COMMON o w 2 1/2" 0 w 0 w 1 1/2" z N _ N Q N 10d x 3" COMMC 10d x 3" COMMON OPP. SIDE z U U z l l a l l U U) co co X T (2) 2x4's (2) 2x6's FO TYPICAL BUILT-UP STUD COLUMN DETAIL 1 1/2"=1'-0" 10d x 3" COMMC OPP. SIDE 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD 2 1/2" EDGE (2) 2x COLUMN (2) 2x8's z z 0 a V OUTSIDE (2) 2x4's 1z' (D z v n U) co C' EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN O2x STUDS @ 16" O.C. FOR KNEE WALL \ F O B LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR STRAP \ \ \ CO CONT. ROOF SHEATHING NAIL PER PLAN D \ O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN HEADER PER X BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS \\ BELOW AND CONNECT w/ HTS20 @ 32" O.C. l \ \ PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW LOCATION IA J \ 2x PLATES OVER ROOF DECK PER VALLEY V OUTSIDE (2) 2x4's 1z' (D z v n U) co C' EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN O2x STUDS @ 16" O.C. FOR KNEE WALL \ F O B LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR STRAP \ \ \ CO CONT. ROOF SHEATHING NAIL PER PLAN D \ O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN \ \ l\ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS \\ BELOW AND CONNECT w/ HTS20 @ 32" O.C. l \ \ PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H � IA J \ 2x PLATES OVER ROOF DECK PER VALLEY \ FRAMING DETAIL l 1 B T ER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10dx3" 10d x 3" OPP. SIDE \NCE PER ODOUBLE TOP PLATE \ \ CSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ \\ I \` B HO RAFTER \ �\ E COMMON TRUSS PER PLAN OR C NV FRAMING\ C O w/ O STRUCTURAL SHEATHING PER PLAN AND ROOF 111 / G FINISH PER ARCHITECTURAL PLANS OCURVED ROOF TRUSSES PER PLAN OR CURVED E RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING \ NAILED @ 6" O.C. STAGGERED G F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. IGN, 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. eOe�C' z < z Q'Z N W a g o a p0 Z= 0 z v~ia UW Q 0 zit EE 1O . °Ott eee Q O W I- Q U �^ o Z - 4b� Q � 8 o U ....,,,:GOE's'r ci a 111 z _ a 0 ® Z L r LU Lu U w rn fl E 06��U) Nrn U (Dwz0co W z Q 0 J LJL N m J Z -j0Q >-0 U F- ZQO3:2iiw 0 I— (DOOzI=-wYO E W 0< W<7- LLI 0 Q< 7-2i LL Z �: O M O O o M � W r I— Z O_j W Q W o > > W Q= O J W u 2 W W ova W M I— C'1 a LU Q _-)O W Z 00QCD Q, d N _ STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 SD3 TRUSS PER PLAN 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. W/ (2) 12d END NAILS @ EACH END TRUSS PER PLAN SIMPSON LTA2 BLOCKING TO CMU W/ MASONRY WALL OR (10) 10d NAILS AND LINTEL SEE PLAN p°' MIN. 4 1/8" EMBEDMENT OR SIMPSON META16 STD CONDITION @ CMU SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, —( T 8 NAILS TO TOP PLATE TRUSS PER PLAN TRUSS PER PLAN �— 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END, WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION @ FRAME WALL (4)10d NAILS @ EA. BLOCKING TO PLATE TRUSS PER PLANTRUSS PER PLAN (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING O2x4SYP#2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALT. BLOCKING @ FRAME CONDITION FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" (150 MPH EXP. B) PER CURRENT EDITION FBC-R SECTION M1305: ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30" HIGH AND 22" WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED INFORMATION NOT COVERED ON DETAIL ROOF SHEATHING ATTACH PER NAILING SCHEDULE GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER UNIT OR SYSTEM SHALL BE PROVIDED BY MECHANICAL CONTRACTOR OR BY OTHERS, NOT BY MCD 2x4 #2 SYP RAT RUN - TOP AND BOTTOM MIN (2) BAYS PAST A/C LOCATION. MIN (3) BAY LAP W/ (2) 16d NAILS TO EACH TRUSS. TYP EACH SIDE 2x4 BLOCKING (2) 1" NAILS, TOENAILED EACH END.AT 24" C TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGEF 2x4 LEDGER W/ (2) NAILS @ EACH WE[ ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE DOUBLE TOP PLATE n EXTERIOR SHEATHING. w ATTACH PER PLAN w FROM TOP OF WALL TO BOTTOM 2x8 #2 SPF STUDS AT 16" O.C. MASONRY WALL OR 2x8 #2 SYP PT. BASE LINTEL SEE PLAN PLATE W/ 1/2" x 8" ANCHOR BOLT OR TITEN HD @ 32" O.C. & 6" FROM EACH END VAULTED CONDITION @ CMU TRUSS PER PLAN SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" EMBEDMENT OR SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" TAPCONS OR EQUAL MAINTAINING MIN. 2" EMBEDMENT @ ENDS, OTHERWISE 24" O.C. U.N.O. ON FRAMING PLANS ��-- LAY 2x4 SYP #2 BLOCKING OVER THE TOP OF THE BOTTOM LINTEL PER �_ CHORD. ATTACH W/ (2) 10d PLAN NAILS @ EACH TRUSS 24" O.C. MAX. BLOCKING SHALL EXTEND A MIN. OF (1) TRUSS BAY EACH SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL NOTE TO CONTRACTOR: CONTACT EOR FOR ADDITIONAL REVIEW PRIOR TO CONSTRUCTION IF TRU FTATION l SS/PLAN ORI_t` AT AIR HANDLER UNIT DIFFERS THAN INDICATED IN THIS DETAIL z 2 co STANDARD TRUSS Inr BOTTOM CHORD B01 A/C IN TRUSSES 3/4"=1'-0" 12 SEE PLAN 22" MIN. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR SUPPORTAMIN. 2 BOTTOM CHORDS TO ( ) 751b POINT LOAD EACH TRUSS AT THE A/C LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS �— STANDARD TRUSS TOP CHORD VARIES BY OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2x4 #2 SYP CROSS BRACING (AT 45') W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REQ'D FOR LEVEL WORKING SURFACE NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. TOP SPLICE @ - DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. (2) 10d NAILS @ 3" O.C. WITHIN 48" OF SPLICE THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL (2) 10d NAILS @ 3" O.C. - WITHIN 48" OF SPLICE THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION 2x4 WALL BEYOND — AGAINST 2x8 STUDS ATTACHED PER (WF08/SD3) ATTACH 2x8 STUDS TO TOP PLATE W/ (4) 12d TOE -NAILS TYPICAL AT ALL LOCATION DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME 2x DBL TOP PLATE WALL OR PRE - PROVIDE 2x4 ON TOP ASSEMBLED WALL OF 2x8 TO PAD OUT PANEL W/ (2) 10d NAIL: TOP PLATE. ATTACH @ 8" O.C. (FOLLOW W/ (2) 10d NAILS 3" O.C. NAILING (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS DRILL & EPDXY: MIN. 1/2" THREADED ROD, ASTM DETAIL FOR ALL TOP 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. PLATE SPLICE - - - - - LOCATIONS) g8'• TOP SPLICE — DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) PRE ENGINEERED PLANS "BASE CONNECTOR" ie, MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL1O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND711' OR MASONRY FACE. INSTALLERS: REFER TO OR HORIZONTALLY MANUFACTURER'S WRITTEN INSTALLATION TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ °. 16" O.C. FASTEN EXT. DRILL & EPDXY: MIN. 1/2" THREADED ROD, ASTM O 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. I - - - - - Tl - �l - - Ti - I- BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"), W/ O.C. AT EDGES AND 12" O.C. w W c7 = 20 w NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d SIMPSON SET -XP EPDXY OR EQUAL. MAINTAIN A IN FIELD. FASTEN TOP MIN. 2-1/4" EDGE DISTANCE FROM THE WALL SPLICE, FIELD CONCRETE OR MASONRY FACE z ¢ NAILS @ 3" O.C. SNUG -TIGHT PLUS 2/3's OF A TURN 5 I Il II VERIFY IF REQUIRED o ¢ LL = O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS IL o PLATE TO CMU WALL W/ (4) in 1/4" x 1 1/2" SDS SCREWS & (4) a = p F @ 3" O.C. IN HORIZONTAL CONDITIONS III -11- - J1 - - - - I I I I @ 32" O.C. & MIN. 6" FROM z ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. III III WALL SHEATHING .. o = U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III CENTER OF EACH STUD TO III I I I I I I SPLICE, SEE SPLICE O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO III III II I I I DETAIL. MAX 1/8" g PLATE W/ (3) 12d NAILS @ MANUFACTURER'S OPENING SPACE BETWEEN WRITTEN HEADER W/ Sd NAILS 3" O.C. (2) ROWS @TOP & III SPECIFICATIONS Ili I PANELS w F_BOTTOM rill'i 3III II III l II I Il II LL EXTERIOR SHEATHING AROUND 2x STUDS BEYOND, Ill OPENING III I I I I SEE PLAN FOR MORE 0 W PROVIDE PIECE OF INFO z F- O SHEATHING BETWEEN 111 �l iI III II lI lI LU = 2 EXTERIOR WALL 111 Il II I ll I l I l ( l I ¢ SHEATHING & BLOCKING. I ILL- i1--LL--I L_ _w O ~ F -O / , SHEATHING TO HAVE —IL—J— --_- -------_- __ �� U)m SAME THICKNESS& L LL o 1 0o STRENGTH ORIENTATION FLOOR SYSTEM AS EXTERIOR WALL ----- --------- ILL SHEATHING CUT TO FIT�24 2xBOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE BEYOND SEE PLAN EATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d@ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH ENDJt OF SHEATHING SPLICE SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL PRE ENGINEERED PLANS "BASE CONNECTOR" ie, TRUSS AND IF PERPENDICULAR TRUSS CONNECTIONS PER INSTALLED ABOVE, FASTEN PLAN TYP. 2x8 #2 SYP TOP PLATE TO 2-1/4" EDGE DISTANCE FROM THE CONCRETE TRUSS W/ (2) 12d TOENAILS OR MASONRY FACE. INSTALLERS: REFER TO 2x8 SYP #2 P.T. VERTICAL @ MANUFACTURER'S WRITTEN INSTALLATION INSTALLATION INFORMATION °. 16" O.C. FASTEN EXT. DRILL & EPDXY: MIN. 1/2" THREADED ROD, ASTM NOTE TO CONTRACTOR: F1554 GRADE 36, Fy=36ksi, Fu=58ksi, INSTALLED SHEATHING W/ 8d NAILS 6" @ MAX. 32" O.C., USING 1/2" NUT AND SIMPSON SPACED AS INDICATED THIS BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"), W/ O.C. AT EDGES AND 12" O.C. MIN. 7" EMBEDMENT INTO FOUNDATION USING FRAMING, AND WITHIN 6" EACH SIDE SIMPSON SET -XP EPDXY OR EQUAL. MAINTAIN A IN FIELD. FASTEN TOP MIN. 2-1/4" EDGE DISTANCE FROM THE Q CONCRETE OR MASONRY FACE PLATE TO VERTICAL STUDS CE SNUG -TIGHT PLUS 2/3's OF A TURN ° CD W. (4) 12d NAILS HGAM10 TOP AND BOTTOM o PLATE TO CMU WALL W/ (4) in 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" x 2 3/4" TAPCONS TO CMU @ 32" O.C. & MIN. 6" FROM • ENDS. IF HEADER HEIGHT EXCEEDS 2'-0" ADD AN .. ADDITIONAL HGAM10 FROM CENTER OF EACH STUD TO POCKET SGD CMU @ 32" O.C. MAX ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ MANUFACTURER'S EACH VERTICAL, EACH PLY. WRITTEN STAGGER NAILS AS SPECIFICATIONS REQUIRED SO4 HEADER @ POCKET SLIDER 1/2"=1'-0" 21A 'P. •� a 4t2 1/4" tt7 PLATE PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION I4 - D= NAIL SPACING M (V ° �Tv ° -°-° ° °-(-� -°0. ° PER NOTE #2 M l ° °D ° I I SHEATHING PER PLAN WALL DOUBLE TOP D/2 PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING v S S PER NOTE #1 SINGLE NAIL EDGE SPACING EXTERIOR SHEATHING NOTES: 1. MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 2. 1/8" MAX. GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRYICONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR -101C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTORS ARE ONLY REQUIRED WHEN SPECIFIED ON PLAN(S) AND/OR DETAILS, MIN. 1/2" SIMPSON TITEN-HD SCREW ANCHOR l AS INDICATED ON THE STRUCTURAL INSTALLED @ MAX. 24" O.C. W/ MIN. 7" PLANS "BASE CONNECTOR" ie, EMBEDMENT INTO FOUNDATION. SQUARE SIMPSON TITEN-HD, 1/2" THREADED WASHERS ARE NOT REQUIRED BETWEEN ROD, AND 1/2" J -BOLT, MAY BE ANCHOR AND BASE PLATE. MAINTAIN A MIN. INSTALLED AND OR SUBSTITUTED BY 2-1/4" EDGE DISTANCE FROM THE CONCRETE THE CONTRACTOR WITHOUT OR MASONRY FACE. INSTALLERS: REFER TO ADDITIONAL REVIEW FOLLOWING THE MANUFACTURER'S WRITTEN INSTALLATION INSTALLATION INFORMATION SPECIFICATIONS AS REQUIRED. PROVIDED ON THIS SCHEDULE. DRILL & EPDXY: MIN. 1/2" THREADED ROD, ASTM NOTE TO CONTRACTOR: F1554 GRADE 36, Fy=36ksi, Fu=58ksi, INSTALLED ALL "BASE CONNECTORS" SHALL BE @ MAX. 32" O.C., USING 1/2" NUT AND SIMPSON SPACED AS INDICATED THIS BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"), W/ SCHEDULE, 6" FROM ENDS OF WALL MIN. 7" EMBEDMENT INTO FOUNDATION USING FRAMING, AND WITHIN 6" EACH SIDE SIMPSON SET -XP EPDXY OR EQUAL. MAINTAIN A OF BOTTOM PLATE SPLICES, U.N.O. MIN. 2-1/4" EDGE DISTANCE FROM THE Q CONCRETE OR MASONRY FACE VERIFY ALL NUTS TO BE INSTALLED CE SNUG -TIGHT PLUS 2/3's OF A TURN MINMIN. 1/2" J -BOLT INSTALLED @ MAX. 32" O.C., . 2 1/4" ASTM A307 OR BETTER W/ MIN. 7" EMBEDMENT 1-1/2" LEG INTO FOUNDATION USING 1/2" NUT AND SIMPSON BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"). MAINTAIN A MIN. 2-1/4" EDGE DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEG OF J -BOLT SHALL BE A MIN. 1-1/2" AS MEASURED FROM SHAFT FACE TO END OF LEG AS SHOWN THIS SCHEDULE F07 STANDARD BASE PLATE CONNECTOR SCHEDULE 3/4"=1'-0" _ 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. Q L.L., W W Z I_ w �Jin � W W U) t9 Q) m T- 00 W Q W >> 2 W W = WLLI W < LLI 0 US W Q O 00 d N U o 0.Ql 3 - U' ` z° am z r � co W UJv�tW J0)D o Uwz�".- z QO_jtLiC0 : I—UF-m _J O Q ❑ } 0 0 (nU)o'OQ� c z < 0 �: ILS 0 OZo �WYo 3 UQQ�_ja 3 3 Z�OILL (D "' co c0a a G 0 STRUCTURALENG: CNS -STRUCT: DP I CC N Ld N AS INDICATED a 00 U 0 z co =Z U o cli =� Qcel I Q ❑ �' Q O CE J W CD U o 0.Ql 3 - U' ` z° am z r � co W UJv�tW J0)D o Uwz�".- z QO_jtLiC0 : I—UF-m _J O Q ❑ } 0 0 (nU)o'OQ� c z < 0 �: ILS 0 OZo �WYo 3 UQQ�_ja 3 3 Z�OILL (D "' co c0a a G 0 STRUCTURALENG: CNS -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES OIL BEARING SEE PLAN DBL. TOP PLATE SEE ARCHITECTURAL PLAN FOR OVERHANG HDR. PER PLAN INFO MIN 2x4 SPF #2 STUDS WINDOW AS @ 16" O.C. SEE PLAN SCHEDULED FOR MORE INFO. EXTERIOR FINISH PER PLAN I INT. FINISH PER PLAN EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER a' PLAN ��.. CONC. SLAB - SEE FOUNDATION i.. PLAN FOR MORE INFO FIN. FLR. �;- 0'-0" i zo GRADE SEE FOUNDATION DETAILS FOR FTG INFO fi SO TYPICAL TWO STORY SECTION - SYSTEM 42 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO GIRDER TRUSS PER BOTTOM PLATE. PLAN BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO SEE TRUSS LAYOUT y I ACCOMMODATE FOR HANGER STRAP 2x RIBBON OR BLOCKING W/ (4) 16d k OR (3) 16d TOENAILS TRUSS PER PLAN fi_s_,FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this docum PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER MTSC40 POST ABV. TO POST BELOW U.N.O. PROVIDE SOLID BLOCKING WITHIN FLR SYSTEM TO MATCH COL. DIMENSION REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS MID -HEIGHT BLOCKING PER BEARING WALL SCHEDULE COLUMN BASE CONNECTION PER PLAN REFER TO FOUNDATION PLAN FOR FTG. INFORMATION S03 TYPICAL TWO STORY COL. @ GIRDER 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS 2x BOTTOM PLATE W/ MID -SPAN BLOCKING NAILING PER FLOOR JOB No. (2) 12d AT 12" O.C. U.N.O. z° %F SIMPSON SP4 W/ (6) 3/4" FLOOR SHEATHING INSULATION PER PLAN I ATTACHED PER SEE DETAILS WS10, NAILING SCHEDULE WS11 OR WS13 FOR FLOOR TRUSSES SEE ADDITIONAL PLAN FOR DEPTH AND INFORMATION THIS SHEET DIRECTION NOTE: ALL FLOOR (2) 2x SPF TOP PLATE TRUSSES TO BE P.T. IF NO MOISTURE FACE OF JAMB STUDS/ BARRIER (FELT PAPER SHEATHING REQ'D OR SIM) IS PROVIDED BEARING W/ (3) 12d NAILS EACH SEE PLAN FLOOR PLAN FOR MIN. EXTERIOR SHEATHING / BOND BEAM FROM TOP OF WALL TO POST (U.N.O. ON JAMB STUDS TO BOT. (RIBBON/ FLOOR SYSTEM DRAFT PRE -ENG FLOOR TRUSS BEAM) ATTACHED PER FRAMING PLAN) & "' STOPPING AT 1000 SQ NAILING SCHEDULE. FT MAX: DRAFT LINTEL AS PER PLAN STOPPING MATERIALS LOWER: (1) 2x SILL W/ 2x CRIPPLE STUDS @ EACH END. TRUSS TO MIN THICKNESS SHALL WD. HD. HT. �a BE 1/2" GYP BOARD OR STUD PACK W/ 10d OIL SEE PLAN 15/32" OR 7/16" OSB. NAILS @ 8" O.C. THEN ATTACH TO FLOOR STUDS @ 16" O.C. TRUSS W/ 8d NAILS AT ATTACH SILL W/ (2)10d 16" O.C. TOP AND PRECAST SILL OR SILL BOTTOM CHORDS LARGER THAN 4FT: (2) PER WINDOW THAN 6' 2x SILL PLATE W/ A35 MANUFACTURER {m WRITTEN SPECIFICATIONS NOTE: ALL FLOOR TRUSSES TO BE P.T. IF EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER a' PLAN ��.. CONC. SLAB - SEE FOUNDATION i.. PLAN FOR MORE INFO FIN. FLR. �;- 0'-0" i zo GRADE SEE FOUNDATION DETAILS FOR FTG INFO fi SO TYPICAL TWO STORY SECTION - SYSTEM 42 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO GIRDER TRUSS PER BOTTOM PLATE. PLAN BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO SEE TRUSS LAYOUT y I ACCOMMODATE FOR HANGER STRAP 2x RIBBON OR BLOCKING W/ (4) 16d k OR (3) 16d TOENAILS TRUSS PER PLAN fi_s_,FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this docum PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER MTSC40 POST ABV. TO POST BELOW U.N.O. PROVIDE SOLID BLOCKING WITHIN FLR SYSTEM TO MATCH COL. DIMENSION REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS MID -HEIGHT BLOCKING PER BEARING WALL SCHEDULE COLUMN BASE CONNECTION PER PLAN REFER TO FOUNDATION PLAN FOR FTG. INFORMATION S03 TYPICAL TWO STORY COL. @ GIRDER 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS WIDTH 4'-0"). USE A35 DP SOLID SHEATHING @ NAILING PER FLOOR JOB No. HEADER CLIP AT EA. END FOR z° %F SIMPSON SP4 W/ (6) �O z D_ F�<( SNFFT 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 KNEEWALL (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d i & SP8 @ 2x8 STUDS) NAILS. BEND STRAP TO VERIFY SIZE OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS/ SHEATHING REQ'D HEADER HEADER - SEE 2ND W/ (3) 12d NAILS EACH T&B) FLOOR PLAN FOR MIN. EXTERIOR SHEATHING / HEADER SIZE & REQ'D FROM TOP OF WALL TO POST (U.N.O. ON JAMB STUDS TO BOT. (RIBBON/ PRE -ENG FLOOR TRUSS BEAM) ATTACHED PER FRAMING PLAN) & "' IF HEADER IS UPSET NAILING SCHEDULE. AND WINDOW IS (2) 2x SILL AT WINDOW ALL THREAD W/ 7" MIN. LOWER: (1) 2x SILL W/ 2x CRIPPLE STUDS @ EACH END. TRUSS TO PLATE W/ (2) 10d AT EA. END NAILED TO TOENAILS. EXT. STUD PACK W/ 10d �'. HEADER OPENINGS NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x STUDS @ 16" O.C. SILL PLATE W/ (2) 10d ATTACH SILL W/ (2)10d TOENAILS. OPENING TOENAILS AT EA. END LARGER THAN 4FT: (2) OF SILL (MAX OPEN'G THAN 6' 2x SILL PLATE W/ A35 WIDTH 4'-0"). USE A35 DP SHEATHING PER NAILING PER FLOOR JOB No. CLIPS EACH SIDE W/ 2x CLIP AT EA. END FOR z° %F 2x STUDS , SEE �O z D_ BARRIER (FELT PAPER CRIPPLES @ 16" O.C. OPENINGS GREATER KNEEWALL SPACING AND GRADE @ 48" O.C. W/ (2) 12d 3/4"=1'-0" W/ (2) 10d TOENAILS THAN 4' BUT LESS TO VERIFY SIZE T&B (PLYWOOD THAN 6' (2) 12d NAILS @ 12" O.C. AGAINST TRUSS SHEATHING REQ'D SIMP. HTT4 (1) ROW 8d NAILS @ 3" W/ (3) 12d NAILS EACH T&B) W/ (18) 10d x 2Z' NAILS ATTACH SILL W/ (2) 10d TO BOTTOM PLATE/ SEPARATE SHEATHING TO POST (U.N.O. ON SHEATHING REQ'D TOENAILS AT EA. END PRE -ENG FLOOR TRUSS UNDER WINDOW FRAMING PLAN) & "' T&B) OF SILL (MAX OPEN'G KNEE WALL, STUDS @ (MAX) ALL THREAD W/ 7" MIN. 16" O.C. W/ (2) 16d NAILS WIDTH 4'-0"). USE A35 @ EACH END. TRUSS TO EMBEDMENT INTO TIE CLIP AT EA. END FOR �'. STANDARD CONNECTOR BEAM USING SIMP. SET OPENINGS GREATER EPDXY THAN 6' 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR TRUSSES TO BE P.T. IF (1) SIMPSON LSTA30 { '' STRAP CENTERED NO MOISTURE BARRIER I SEE FRAMING PLAN AND GIRDER/BEAM (FELT PAPER OR SIM) IS BELOW W/ (22) 10d CONNECTION NAILS PROVIDED FLOOR GRIDER OR BEAM SO HEADER CONNECTION @ 2nd FLOQR HIGH BM SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. IN BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WFO2130 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO fi—s-A HEADER CONNECTION -@ 2nd FLOOR 3/4"=1'-0" :nt is copyrighted and is the exclusive property of MONTA CONSULTING & NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPE[ OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 W/(18) 16d x 22' NAILS TO POST (U.N.O. ON FRAMING PLAN) & e' ALL THREAD W/7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET f EPDXY FLOOR TRUSS PER PLAN PROVIDE SOLID BLOCKING BELOW SEE DETAIL WS11THIS COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO ASA TYPICAL GIRDER COL. CONNECTION 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS SIMPSON LSTA24 STRAP W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MAX. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM)ATTACHED PER NAILING SCHEDULE. SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. OPENING (Z)ZX GILL/ I VVIIVVVVV DP SHEATHING PER NAILING PER FLOOR JOB No. LARGER THAN 4FT: (2) W/ 2x CRIPPLE STUDS z° %F 2x STUDS , SEE �O z D_ BARRIER (FELT PAPER 2x SILL PLATE W3 AT EA. END NAILED TO KNEEWALL SPACING AND GRADE @ 48" O.C. W/ (2) 12d 3/4"=1'-0" CLIPS EACH SIDEE W/ 2x STUD PACK W/ 10d TO VERIFY SIZE CRIPPLES @ 16" O.C. NAILS @ 8" O.C. THEN (2) 12d NAILS @ 12" O.C. AGAINST TRUSS W/ (2) 10d TOENAILS STUDS @ 16" O.C. (1) ROW 8d NAILS @ 3" W/ (3) 12d NAILS EACH T&B (PLYWOOD ATTACH SILL W/ (2) 10d TO BOTTOM PLATE/ SHEATHING REQ'D TOENAILS AT EA. END PRE -ENG FLOOR TRUSS SYS. 42 FLOOR T&B) OF SILL (MAX OPEN'G KNEE WALL, STUDS @ (MAX) 16" O.C. W/ (2) 16d NAILS WIDTH 4'-0"). USE A35 @ EACH END. TRUSS TO CLIP AT EA. END FOR �'. STANDARD CONNECTOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' (1) SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 10d CONNECTION NAILS FLOOR GRIDER OR BEAM SO HEADER CONNECTION @ 2nd FLOQR HIGH BM 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplidption, or transfer of TRUSS STRAP -SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN AND GIRDER/BEAM BELOW W/ (22) 10d NAILS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE tx BOTTOM PLATE 3/4" FLOOR SHEATHING %TTACHED PER JAILING SCHEDULE -LOOR TRUSS SEE =RAMING PLAN FOR :ONNECTION INFO. FLOOR GIRDER OR BEAM; SEE PLAN SO TYPICAL GIRDER COL. @ HIGH BEAM 3/4"=1'-0" 2x 2ND FLOOR STUDS SEE PLAN FOR MORE A SEE FLOOR FRAMI PLAN FOR FLOOR SYSTEM INFO. (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 10d NAILS (2) SIMPSON META16 FLOOR TRUSS TO MASONRY WALL EXT. SHEATHING — FLUSH W1 FACE OF MASONRY ATTACHE[ PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND MASONRY MASONRY WALL PER PLAN FLOOR SHEATHING & DP SHEATHING PER NAILING PER FLOOR JOB No. DETAIL WF10/SD4 FRAMING NOTES z° %F 2x STUDS , SEE �O z D_ BARRIER (FELT PAPER FRAMING PLAN FOR 2x4 #2 SYP BLOCKING KNEEWALL SPACING AND GRADE @ 48" O.C. W/ (2) 12d 3/4"=1'-0" AND SEE ARCH PLAN TOENAILS EACH END TO VERIFY SIZE 2x BOTTOM PLATE W/ 2x4 #2 SYP ANGLE (2) 12d NAILS @ 12" O.C. AGAINST TRUSS VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" W/ (3) 12d NAILS EACH O.C. WALL SHEATHING END TO BOTTOM PLATE/ TOP CHORD PRE -ENG FLOOR TRUSS SYS. 42 FLOOR OR FIELD FRAME 2x4 TRUSSES @ 24" O.C. KNEE WALL, STUDS @ (MAX) 16" O.C. W/ (2) 16d NAILS @ EACH END. TRUSS TO CMU W/ STRAP PER �'. STANDARD CONNECTOR NOTES MASONRY WALL PER (1) ROW 8d NAILS @ 3" I NOTE: ALL FLOOR TO BOTTOM PLATE TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NO MOISTURE SHEATHING &CMU PLAN DP O.C. WALL SHEATHING v ` JOB No. �z • W w r. L 2 U 0: z Q z° %F q';�� P Q �O z D_ BARRIER (FELT PAPER 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED KNEEWALL S1 TWO STORY PARALLEL FLOOR CONNECTION 3/4"=1'-0" (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS ATTACH 2x STUDS W (2) 16d NAILS @ 6" O.( (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 10d NAILS (3) 2x STUD PACK — ATTACH PER NAILIN( SCHEDULE ATTACH 2x STUDS V\ (2) 16d NAILS @ 6" O. OD WALL OR BEAM BELOW USE TC40 W/ (36) 16d SINKERS. IF FLOOR S09 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" CALIFORNIA CORNER A -A STANDARD CORNER A -A (3) 2x STUDS (4) 2x STUDS FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN NAILING PER FLOOR DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING FRAMING NOTES 2x STUDS , SEE NAILING SCHEDULE SCHEDULE FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE 2x BOTTOM PLATE W/ (MAX) LL 2x BLOCKING FOR 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. SHEATHING/ DRYWALL(2) (2) 12d NAILS @ 12" O.C. (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE TOP RIBBON 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM 16d NAILS; BOTTOM RIBBON TO BE PT IF RIBBON TO BE PT IF BRG DIRECTLY ON ERG DIRECTLY ON CMU CMU (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ 3" O.C. WALL zi SEE PLAN FOR 3" O.C. TYP. WALL MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. PLAN I BOTTOM RIBBON MASONRY OR MTS12 — RIBBON NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR SHEATHING & CMU WALL TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=V-0" 3/4"=1'-(Y these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. C14 i N a i LLJ DP ooi v ` JOB No. �z • W w r. L 2 U 0: z Q z° %F q';�� P Q �O z D_ o ���a (np'`O�`�` E W 17-- U o t 4a a) Q3 Q PQ u - W Ua,� z syr z Uw ry W U w O ~ o o o J O U) g VJ zQOm -j(w W O J UQ~Q ^ o = U) N O Q v s I- Zao3:2w o o= z LU Z E I— OZI--WYO W UfrQ�_ja W W z�°M O `L O CG m � Z ~ 00 W Q Cl)W o W W u O_jw W W aUIL = W 2 0 I a W ❑ O X00} Qo� d. (L N STRUCTURAL ENG: CNS -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12118 MV_j GEJ b M (2) 2x SYP #2 BUILT-UP STU( COLUMNS 3ER BY OTHERS SS PER PLAN 3ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS LD01 LEDGER @ GIRDERD03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 3/4"=1'-0" 2x8's MIN. SPF #2 @ 16" A 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING & O.C. MAX W/ MID POINT V 10d NAILS @ 16" O.C. NAILING PER PLAN. SHEATHING CONT. BLOCKING (U.N.O.) TE ARCHSNISH PER TO 2nd ST� ATTACH PEER RY NAILING SCHE ULL BOTTOMPL�E---- MSTAM24 EA. SIDE OF 114 EA. STUD TO WALL BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP;CENTER STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY WALL PER - PLAN - SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE - 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" EMBED. @ 32" O.C. & 3" - FROM EA.END MAX 1/8" GAP BETWEEN SHEATHING AND CMU CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS FO WALL SPLICE DETAILS 1 1/2"=1'-0" 2x BRG WALL W/ SIMPSON SP2 @ EXTERIOR SHEATHING 2x BLOCKING W/ (2) 12d SP1 @ BASE. LSTA18 FROM TOP OF WALL 12 WALL IS CONT. BRG ON TRUSS TO BOTTOM OF SILL PER PLAN NOT REQ'D IF STUD IS PLATE ATTACH PER ------------------------- F � NAILING SCHEDULE FLOOR SHEATHING ( ROOF SHEATHING — ISIMPSON H2.5A EA. NAILING SCHEDULE ATTACH PER NAILING FRUSS i SCHEDULE I I PRE-ENGINEERED — I I TRUSS PER PLAN ROOF SHEATHING MIN. 2x6 #2 SYP CONT. (2) 2x6 W/ HUC26-2. LEDGER W/ (2) %"x3-1/2" FLOOR TRUSS PER TRUSS PLAN FOR SDS WOOD SCREWS@ r CONNECTIONS NAILING SCHEDULE - _ 16" O.C. MAX. & 3" MASONRY (SHOWN) O.H. FROM EA. END - USE I W/ %Z' EPDXY ANCHOR I (3) SCREWS FOR 24" I SIMPSON LUS26. USE IRECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS ITRUSS SHOP 'DRAWINGS PLAN FOR MORE INFO & 6" FROM EACH END L_ ________________________� — & CONNECTIONS 2x8 SYP #2 LEDGER W/ FROM TOP OF WALL TO IMAX - EQUALLY MIN. (4) 16d NAILS TO BOTTOM OF TRUSS/ EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) GIRDER SEE PLAN FOR IEND OF LEDGER - 16d NAILS) LD01 LEDGER @ GIRDERD03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 3/4"=1'-0" 2x8's MIN. SPF #2 @ 16" A 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING & O.C. MAX W/ MID POINT V 10d NAILS @ 16" O.C. NAILING PER PLAN. SHEATHING CONT. BLOCKING (U.N.O.) TE ARCHSNISH PER TO 2nd ST� ATTACH PEER RY NAILING SCHE ULL BOTTOMPL�E---- MSTAM24 EA. SIDE OF 114 EA. STUD TO WALL BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP;CENTER STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY WALL PER - PLAN - SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE - 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" EMBED. @ 32" O.C. & 3" - FROM EA.END MAX 1/8" GAP BETWEEN SHEATHING AND CMU CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS FO WALL SPLICE DETAILS 1 1/2"=1'-0" FLOOR GIRDER SEE PLAN FOR CONNECTION V_ SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO F1 TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this docum 2x EXT. FRAME WALL PER PLAN SIMPSON H10A@ EACH DIAGONAL BRACE 1/2" THREADED ROD CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. gk2ND STORY FIN. FLOOR (2) 2x TOP PLATE —� 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL 171 BRACING @ 2 STORY FRAME WALL EXT. SHEATHING 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING O.C. - SEE FRAMING SCHEDULE PLAN FOR MORE INFO. V 2x4 BLOCKING X X BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" J -BOLT W/ MIN. 7" EMBED. @ o' FROM EACH END & @ 32" O.C. MAX W/ WASHER. ALTERNATE Ah CONNECTION: USE 1/2" IF SHEATHING IS NOT ALL THREAD ROD W/7" CONTINUOUS TO BASE MIN. EMBED USING PLATE, SP8 TOP AND SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM EACH END & @ 32" O.C. C.M.U. WALL PER PLAN MAX W/ WASHER F1 SECTION @ OPEN TO ABOVE 111=11-011 2x SYP #2 LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ PRE ENGINEERED 2x BLOCKING W/ (2) 12d SP1 @ BASE. LSTA18 TRUSSES @ 24" O.C. 12 WALL IS CONT. BRG ON TRUSS MAX. PER PLAN PER PLAN NOT REQ'D IF STUD IS SEE ARCHS FOR ROOF EXTERIOR SHE I ----------------------------I WATERPROOFING AND FLOOR SHEATHING SCHEDULEATTACHED PER FINISH NAILING SCHEDULE (2) 2x4 #2 SYP I PLAN TRUSS ANCHOR (SEE INFORMi HUC24-2 EACH ATTACHED PER NAILING SCHEDULE PLAN) FOR EXTERIOR 2 STORY WALLS NAILS. UNDER SEE PLAN ROOF SHEATHING I (2) 2x6 W/ HUC26-2. ATTACHED PER FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS NAILING SCHEDULE (2) 2x TOP PLATE MASONRY (SHOWN) O.H. OR WOOD WALL PER W/ %Z' EPDXY ANCHOR PLAN S14 SECTION @ RAISED HEEL TRUSS PER ELEV. OR J -BOLT @ 32" O.C. ant is copyrighted and is the exclusive property of MONTA CONSULTING (2) 2x HEADER SEE W/ MIN. 7" EMBEDMENT I%"x3" SDS WOOD 2x #2 SPF STUDS @ 16" PLAN FOR MORE INFO & 6" FROM EACH END O.C. w/ EXT. SHEATHING & CONNECTIONS I FROM TOP OF WALL TO IMAX - EQUALLY BOTTOM OF TRUSS/ SPACED & 3" FROM GIRDER SEE PLAN FOR IEND OF LEDGER - LEDGER RECESSED I WI N DOW ATTACHMENT IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY I INFO. IF WALL WINDOW SEE PLAN w/ SHOP DRAWINGS SHEATHING ISN'T CONT. FOR LOCATION I L --------------------------J LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d PLAN REQ'D FROM STUDS TO TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING IS SEE LD02/SD2 FOR STOPPED BELOW LD04 SECTION @ LOW ROOF MORE INFO IF ROOF LINE 3/4"=1'-0" TRUSSES ARE PARALLEL TO WALL 2x BASE PLATE W/ 12d ROOF SHEATHING @ 24" O.C. TO FLOOR ATTACHED PER SYSTEM BELOW NAILING SCHEDULE PLYWOOD FLOORING X k SEE FLOOR FRAMING I \ PLAN FOR MORE INFO I I � SEE PLAN FOR I \ � & MORE INFO FLOOR GIRDER SEE PLAN FOR CONNECTION V_ SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO F1 TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this docum 2x EXT. FRAME WALL PER PLAN SIMPSON H10A@ EACH DIAGONAL BRACE 1/2" THREADED ROD CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. gk2ND STORY FIN. FLOOR (2) 2x TOP PLATE —� 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL 171 BRACING @ 2 STORY FRAME WALL EXT. SHEATHING 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING O.C. - SEE FRAMING SCHEDULE PLAN FOR MORE INFO. V 2x4 BLOCKING X X BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" J -BOLT W/ MIN. 7" EMBED. @ o' FROM EACH END & @ 32" O.C. MAX W/ WASHER. ALTERNATE Ah CONNECTION: USE 1/2" IF SHEATHING IS NOT ALL THREAD ROD W/7" CONTINUOUS TO BASE MIN. EMBED USING PLATE, SP8 TOP AND SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM EACH END & @ 32" O.C. C.M.U. WALL PER PLAN MAX W/ WASHER F1 SECTION @ OPEN TO ABOVE 111=11-011 2x SYP #2 LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d SP1 @ BASE. LSTA18 TOENAILS EACH END OR MTS12 MAY BE WALL IS CONT. BRG ON TRUSS USED @ BASEANG 2x BASE PLATE W/ (2) NOT REQ'D IF STUD IS 12d NAILS @ 12" O.C. EXTERIOR SHE I ----------------------------I ATTACH PER N3/4" FLOOR SHEATHING SCHEDULEATTACHED PER TOENAILS EACH END I NAILING SCHEDULE (2) 2x4 #2 SYP I PLAN BLOCKING W/ S INFORMi HUC24-2 EACH ATTACHED PER NAILING SCHEDULE USE (4) 10d & (2 FOR EXTERIOR 2 STORY WALLS NAILS. UNDER SEE PLAN WINDOW JAMBS USE I (2) 2x6 W/ HUC26-2. LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS I 2x8 #2 SYP SILL PLATE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER W/ %Z' EPDXY ANCHOR PLAN S14 SECTION @ RAISED HEEL TRUSS OR J -BOLT @ 32" O.C. ant is copyrighted and is the exclusive property of MONTA CONSULTING 2x8 #2 SPF MIN STUDS 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR @ 16" O.C. PER PLAN MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS SEE 2NE CONNECTED W/ MTS12 I ----------------------------I OR LSTA18 WALL SE 2x BLOCKING W/ (2) 12d duplication, or transfer of t TOENAILS EACH END I ADDITIO (2) 2x4 #2 SYP I PLAN BLOCKING W/ SIMPSON INFORMi 2x4 CONT. W/ (2) 12d ATTACHED PER NAILING SCHEDULE USE (4) 10d & (2) 10d FOR EXTERIOR 2 STORY WALLS NAILS TO EACH STUD I SIMPSON H2.5 I (2) 2x6 W/ HUC26-2. TRUSS TO LEDGER TRUSS PLAN FOR I X CONNECTIONS (IF TRUSS IS CONT. BRG I 2x8 #2 SYP SILL PLATE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER W/ %Z' EPDXY ANCHOR IMIN. 2x6 #2 SYP CLIPS @ 24" O.C.) OR J -BOLT @ 32" O.C. ICONT. LEDGER w/ (2) 1/2"=1'-0" W/ MIN. 7" EMBEDMENT I%"x3" SDS WOOD I & 6" FROM EACH END ISCREWS @ 16" O.C. I IMAX - EQUALLY SPACED & 3" FROM IEND OF LEDGER - LEDGER RECESSED I IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY I IO.C. IS REQUIRED w/ SHOP DRAWINGS MASONRY WALL PER I L --------------------------J I PLAN OPT. TRUSS RECESS LEDGER LD04 SECTION @ LOW ROOF 3/4"=1'-0" 2x4 BLOCKING W/ (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/(2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED U FROM EAVES. 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS TO TRUSS BELOW) CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d duplication, or transfer of t TOENAILS EACH END I FLOOR TRUSS PER (2) 2x4 #2 SYP I PLAN BLOCKING W/ SIMPSON HEADER PROVIDE EXTERIOR SHEATHING HUC24-2 EACH END, ATTACHED PER NAILING SCHEDULE USE (4) 10d & (2) 10d FOR EXTERIOR 2 STORY WALLS NAILS. UNDER WALL WINDOW JAMBS USE SEEP AN (2) 2x6 W/ HUC26-2. LOW ROOF TRUSS SEE TRUSS PLAN FOR 14 CONNECTIONS (IF TRUSS IS CONT. BRG ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) S15 SECTION @ COMBO TRUSS 1/2"=1'-0" ALIGN 2ND FLO( STUDS w/ 1ST FI STUDS (2) 2x SPF#2 BA: PLATE. ATTACH W/ (2) 16d NAILS TRUSS, THEN A - 2ND PLY W/ (2) 1 @ 12" O.C. SIMPSON CS18 1 WF16/SD6 (2) 2x TOP PLAT[ SEE PLAN FOR EXT. SHEATHING FROM TOP OF WALL TO DBL BOTTOM PLATE. IF SHEATHING IS NOT CONT. ADD BLOCKING @ SHEATHING SPLICE W/ (3) 10d TOENAILS EA. END. SIMPS. SP4 @ TOP REQ'D ROOF SHEATHING ATTACH PER NAILING SCHEDULE 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS LOW ROOF TRUSS W/ 16" TALL RAISED HEEL BOTTOM CHORD BEARING WALL EXTENSION REQUIREMENTS. ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A WASHER SEE BEARING WALL U.N.O. ON FRAMING SCHEDULE FOR MORE INFORMATION. PLANS fi F2 SECTION @ 2 -STORY BRG. O AT2OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF 3/4"=1'-0" 3 DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of t (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO LSTA30 HEADER— TO BUILT UP STUD 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. n PROVIDE SOLID BLOCKING - WITHIN FLOOR SYSTEM UNDER BUILT UP COLUMNS (2) 2x SPF TOP PLATES U.N.O. 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO SPF BASE (2) 2x SPF TOP PLATES U.N.O. 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM B) SEE FLOOR 11 FOR MORE INFO N HEADER TO BUILT UP STUD 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION SP4 TOP & BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM SEE FOUND. PLAN FOR FTG. REQ. �� A 112"J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / STRAPS TOP & WALL & WALL OPENINGS @ 32"o.c. O KINGS # OF STUDS TO MATCH BOTTOM OF EA. STUD O MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL WASHER SEE BEARING WALL SCHEDULE SCHEDULE FOR MORE INFORMATION. O ALTERNATE CONNECTION: 1/2" ALL O AT2OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF 4'-" ATTACH TOP PLATE TO ALL CS18 STRAPS TO HAVE MIN WALL, WALL OPENINGS &AT 32" O.C. HEADER WITH LSTA12 BENT 12" END LENGTH ON STUDS W/ MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS fiF1'k 2 STORY INTERIOR BEARING WALL iese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �6`,�pyiiini!! ✓��' UJ '- ♦ N Ci e a 00 �_ yN z = Q°w 0 ¢ C) Z-4 C) z O < LL ca W Q D z O H _d Of 0 07 W D W Of U) W N� L.L 0 W J r- 0 F -- W W 2 L7 W Q W >> 2 W_j LL1 � = W W a�(L W W F - Q 0 IW�Z >- Q (L N i U • O yqY 0 z U a z" m (D n W w W O 0 U1- E J W O O 06 - b ) U Uwzocor. zQo_,_j"N J U~ p} 0 0 (nO OQ't c z<03: W o o= z w z E OzrwYO 3 UQ<Cf3 IZ z�0Lo co O O o 0 u 1 STRUCTURALENG: CNS -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 SD6 A 6ea NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR SOLID SHEATHING @ EXTERIOR SHEATHING HEADER FROM TOP OF WALL SIMPSON SP4 W/ (6) TO BOTTOM OF FLOOR Ft ShFFr 10d x1-1/2" @ 24" O.C. SYSTEM (RIBBON/ (USE SP6 @ 2x6 STUDS BEAM) ATTACHED PER & SP8 @ 2x8 STUDS) NAILING SCHEDULE. IF Q O LL SHEATHING CAN NOT (2) 2x SPF TOP PLATE BE INSTALLED AS U.N.O. ON PLAN INDICATED, EXT. CONTRACTOR TO HEADER - SEE 2ND FOLLOW WS06/SD4 / FLOOR PLAN FOR MIN. FOR REQUIRED HEADER SIZE & REQ'D STRAPS / JAMB STUDS 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR N Lj tY IF HEADER IS UPSET (2) 2x SILL AT WINDOW TRUSSES TO BE P.T. IF P� a LL `. • u� LU °W � AND WINDOW IS W/ 2x CRIPPLE STUDS Q NO MOISTURE LOWER: (1) 2x SILL AT EA. END NAILED TO Q O LL Q PLATE W/ (2) 10d STUD PACK W/ 10d XTOENAILS. EXT. NAILS @ 8" O.C. THEN HEADER OPENINGS STUDS @ 16" O.C. SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PE7FLOOR LESS THAN 4FT:(1) 2x ATTACH SILL W/ (2) 10d CONNECTION CMU WALL BELOW PER DETAIL ION SILL PLATE W/ (2) 10d TOENAILS AT EA. END BLOCKING REQ'D ON EITHER SIDE OF WALLBELOW TOENAILS. OPENING OF SILL (MAX OPEN'G WALL SEE BOTH SIDES OF THE WALL LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE W/ A35 CLIP AT EA. END FOR CLIPS EACH SIDE W/ 2x OPENINGS GREATER CRIPPLES @ 16" O.C. THAN 4' BUT LESS W/ (2) 10d TOENAILS THAN 6' T&B (PLYWOOD SHEATHING REQ'D / T&B) SEPARATE SHEATHING UNDER WINDOW 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR N Lj tY a c° ' TRUSSES TO BE P.T. IF P� a LL `. • u� LU °W � Z U Q C) r dy�� a o;0� Q NO MOISTURE Q z J Q O LL Q BARRIER (FELT PAPER z wp OR SIM) IS PROVIDED w SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PE7FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS CONNECTION CMU WALL BELOW PER DETAIL ION FLOOR FRAMING. INDICATEDPROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALLBELOW JAMBS IS INDICATED, BASE STRAPS AREMASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO S4 HEADER CONNECTION @ 2ND FLOOR 3/4"=1'-0" NOT USED NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM)ATTACHED PER NAILING SCHEDULE. IF SHEATHING CAN NOT BE INSTALLED AS INDICATED, CONTRACTOR TO FOLLOW WS07/SD4 FOR REQUIRED STRAPS (2) 2x SILL AT WINDOW W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 10d TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM S4 HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W f— Q Q V) W 0 W U) J F- 0 F -- W W T- U) U) cor" Z -j F- O W `a W W 6f. O J W = LV W LU ava 5 LU F- C) 2 W H p O o~o} ate.. aN� U � 5 Gq 3 U v z° am z (D r Lu LU 06J O� 0 W Z O M� Z Q Oz J LL J U ~ p > o U) Cf) 0 0ZLU WYO 0 <LIJ < 2iO Ln z > M 0co O G 0 Co I STRUCTURAL ENG: CNS LU N Lj tY a c° ' Z P� a LL `. • u� LU °W � Z U Q C) r dy�� a o;0� Q z Q z J Q O LL Q SCALE: AS INDICATED W f— Q Q V) W 0 W U) J F- 0 F -- W W T- U) U) cor" Z -j F- O W `a W W 6f. O J W = LV W LU ava 5 LU F- C) 2 W H p O o~o} ate.. aN� U � 5 Gq 3 U v z° am z (D r Lu LU 06J O� 0 W Z O M� Z Q Oz J LL J U ~ p > o U) Cf) 0 0ZLU WYO 0 <LIJ < 2iO Ln z > M 0co O G 0 Co I STRUCTURAL ENG: CNS LU DRAFTING: tY H -STRUCT: DP U tY QC CHECK: CC i - U) JOB No. PSQ-0206448 J Q SCALE: AS INDICATED z wp DATE: 11/12/18 w SD7 r MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"X 3 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/(3)10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL 2x6 VERTICAL @ 6-0" IF (2) STANDARD (3) 2X12 OPENING W/IN ATTACHING TO MASONRY MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING W/ MIN. (6) (2) 2x12 SYP#2 BEAMTO LINE UP 2xJOIST IN LANDING FOR STRINGERS TO STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM 16d NAILS FROM CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR ~ p PER SCHEDULE REQ'D (2)2x12 SYP#2 HEADER @ 16" O.C. MAX. FOR MASONRY LINE WITH MIDDLE STANDARD (3)2x12 WALL) TO BUILT-UP STUD COLUMN L @ END OF LANDING TOENAILS EACH END MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"X 3 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/(3)10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL 2x6 VERTICAL @ 6-0" IF (2) MID SPAN BLOCKING OPENING W/IN ATTACHING TO MASONRY co (2) 2x12 SYP#2 BEAMTO LINE UP 2xJOIST IN LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. MATCH JOIST CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR ~ p PER SCHEDULE REQ'D LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY LINE WITH MIDDLE STANDARD (3)2x12 WALL) L @ END OF LANDING TOENAILS EACH END 2x12 STRINGER TO BE SYP#2 STRINGERS W/ FOR STRINGERS TO UTILIZED AS BLOCKING SIMPSON A35 / A34 CONNECT TO. BEAM CLIP TO FLOOR BUILT UP COLUMNS MIN. 2x8 SYP#2 JOISTS SYSTEM & LANDING BELOW OR ALTERNATE HANGER ¢ O @ LANDING @ 16"O.C. FRAMING SEE TABLE FOR MAX. DETAIL WIDTH OF LANDING A—A PLAN VIEW @ 90 DEGREE TURN LANDING p W/ SIMPSON A35 OR SEE SCHEDULE FOR MAX WIDTH OF LANDING V, K o zLUS26 HANGER ON g W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH FROM (2)2x12 SYP#2 OF LANDING HEADER TO BUILT UP "- EACH SIDE d 7:r ww JO MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"X 3 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/(3)10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL 2x6 VERTICAL @ 6-0" IF (2) MID SPAN BLOCKING OPENING W/IN ATTACHING TO MASONRY co (2) 2x12 SYP#2 BEAMTO WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. MATCH JOIST CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR ~ p PER SCHEDULE REQ'D LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR DEPTH W/ (3) 10d WALL) L @ END OF LANDING TOENAILS EACH END FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMNS BELOW OR ALTERNATE HANGER @ RIGHT OF THIS SEE TABLE FOR MAX. DETAIL WIDTH OF LANDING A—A PLAN VIEW @ 90 DEGREE TURN LANDING MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH FROM (2)2x12 SYP#2 OF LANDING HEADER TO BUILT UP STUD COLUMN d OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO S LEDGER/SUPPORTAND (10)10d NAILS TO (2)2x12 p SYP#2 HEADER LL - MASONRY: m < HU210-2/HUC210-2 W/ F F (18) 1/4"x3-1/4" TAPCONS w r TO CMU AND (10) 10d LU = NAILS TO (2)2x12 SYP#2 7B HEADER STANDARD (3) 2X12 SYP #2 STRINGERS W! B SIMPSON A34 /A35 L7 CLIP TO FLOOR SYSTEM & LANDING FRAMING MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"X 3 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/(3)10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL ALTERNATE HANGER @ RIGHT OF THIS DETAIL 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 BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN I A35 CONNECTION 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 6" MIN. rO STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT.HEADER WITHIN SUPPORT WALL COULD BE REQUIRED.. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x3-1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. -� NOT USED 3y2" I ,dSEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 SILL PLATE W/ (2 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIOI` 2x6 VERTICAL AND L -BRACE @ 6-0" O.C. @ ANY OPENING 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" IF (2) 2x12 SYP#2 BEAM PER OPENING W/IN ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL 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 BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN I A35 CONNECTION 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 6" MIN. rO STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT.HEADER WITHIN SUPPORT WALL COULD BE REQUIRED.. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x3-1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. -� NOT USED 3y2" I ,dSEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 SILL PLATE W/ (2 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIOI` 2x6 VERTICAL AND L -BRACE @ 6-0" O.C. @ ANY OPENING 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" ATTACH TOP PLATE TO O.C. MIN. AND @ ANY STUDS W/(2)16d TOE OPENING W/IN NAILS HANDRAIL KNEEWALL 2x4 #2 SPF STUDS @ TRUSS TO OUTSIDE 24" O.C. W/ (2) 12d FACE OF TRUSS TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS STUDS W/(2)16d TOE I NAILS 2x4 #2 SPF STUDS @ X I X 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL TO TRUSS W/ (3) %" x 3" SDS WOOD SCREWS EQUALLY SPACED/CENTERED IN TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR N.T.S. OL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR NOTCH FLOOR — SHEATHING TO ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIONS). 2x6 VERTICAL AND L -BRACE @ 6-0" O.C. & @ ANY OPENING 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4'x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 6TH EDITION) PERPENDICULAR TO FLOOR ST01 GENERAL LANDING & rSTQ"3 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=1'-0" FLOOR TRUSSES SCALE: 3/4"=1'-0" COPYRIGHT pACD 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. Q z z W 0 U) W N_ z O 1= w N I1i//i/ LLI N ATTACH 2x6 VERTICAL -STRUCT: TO TRUSS Y4' x 3" DOUBLE TRUSS PARALLEL TO FLOOR R SDS WOOD SCR CREWS N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/(2)16d TOE I NAILS 2x4 #2 SPF STUDS @ X I X 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL TO TRUSS W/ (3) %" x 3" SDS WOOD SCREWS EQUALLY SPACED/CENTERED IN TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR N.T.S. OL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR NOTCH FLOOR — SHEATHING TO ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIONS). 2x6 VERTICAL AND L -BRACE @ 6-0" O.C. & @ ANY OPENING 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4'x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 6TH EDITION) PERPENDICULAR TO FLOOR ST01 GENERAL LANDING & rSTQ"3 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=1'-0" FLOOR TRUSSES SCALE: 3/4"=1'-0" COPYRIGHT pACD 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. Q z z W 0 U) W N_ z O 1= w N I1i//i/ LLI N -STRUCT: DP QC CHECK: CC Q > O Ji DATE: 11/12/18 W Q D z O P: Q_ U 0 W D W 01-1 I° W Q CO j W <N J W I— W I— Z W W 2 (n v r I"� Q0 C>' Co z _j E- O W Q � W = W W WQa, U i - W I— Cy m Q U C/) 0 2 LUY E- p O �a�`o�Z.. n 0. N U qa- Gq 8 • o � � s U a "6 z syr-` U z� am z rn w W v � � �Dcor E o CDwz0M_.= ZQO_jt- M i� w —�0�0> o 0 VJ_OQ4 0, Z Oz[-wYO U<¢Lijaa 0 z O Or z Cl) Oa o 0 U STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206448 SCALE: AS INDICATED DATE: 11/12/18 ST1