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HomeMy WebLinkAbout3854 Saltmarsh Lp 18-1056 (rev)-cNnIN IJ� cm Fj ?.-B (MUl C3 W wy�� c C�J- co LL low o WOD = . dl' ®®eooe®o `V 00@ ®®�®®V ®®�e ®►►►fit l "p 0 o a- � C:)~ M O U � N vn LL � CO � N r ��� N C(Nc 0 �. C Z r.. � N E S... \,,n Ln cu X 00 Q co u. c � m w n� z �4 0 to z g'•" 00 V! aj U o N it � g ,�. /My� W a _I N 4-J EM � N 4� � E L 0 0�In0 Ln Ln U) N 00 * M O J O N N � 42 Cl � o cr O �- OC 0000 N V N Ln �. c "O Mfu r N LL 0 O Ln 'Q > „00 N o C C +J O O Q W Ln O L0 ISSUE DATE 02/04/2018 REVISIONS i PROJECT: 18-0126 SCALE: AS NOTED DRAWN BY: JML & JFT. DESIGNED BY: MJS COVER PAGE 00 Lu a% i00 Cd cc 6 a Ld u- J J 'owlII►1►lo,, ZZ '✓jam o®®®osose000 'Y/ o000 �Z �� d�`LV • M ®• Uj p ,} 1.0 0 •m oo®00000 o s X7"3' ® ®®��®BIII�6y?Aaa� O d- O O M O � U (!) cn CO N 04 E (D co CD O C C) 0 E "IS Lo op 1.1_ w a� z � a 0 N E _z 0 0 n U1 U a N 2-0 0. OiJ 0 '•i a JrN r- M O 1..�. .� N E u- 3... LJ ^'S to p w N W (n � M O .J O O N � N CD O cr 0 N VN Ln Q C) � � N 0O O a". to Q > C7 'o C c) o Lu in O a li i ISSUE DATE 02/04/2018 REVISIONS i PROJECT: 18-0126 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SLAB PLAN 01 I 1 Ilk it 1 ; 11 I II' II1 1LI ti -11 1 SIN C4 SIN ! Z N 31" 2" 6112" Ir Ir 9 SCALE: 3/4 =1'-0" (11x17)1 1/2" =1'-0" (24x36) 3 8 OVERHANG DETAIL ' I '1111 I L' LL'. I ll I' I I I IL111� �I 1.L11 11 9' 0" BRG. HT.� @ SECOND SECOND FLOOR _ T-8" HDR. HT. @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 10'-8 3/4" FIN. FLR. HT @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 61 MA mss a o� min __I-im 12 16 9'-0" BRG. HT. FM- I F0- I FM- @SECOND FLOOR I F0- I FM- I F0- 71-8" HDR. H.T.. - � @ SECOND FLOOR r O.H 1x6 SMOOTH FINISH BAND ® co co ® o. �® _ ® r LuCD (TYP.) z o •®�j' 4 40 7/8" TEXTURED CEMENTITIOUS ® M FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) O � O O I` p M U 11'-4" BRG. HT. � CO C'n CA 'c 04 Qaa)NE @ENTRY F O E 00 Q iL LL. 10'-8 3/4 FIN. FLR. HT. LL's a3 a 0 N Ez 0 0 �aj LU U Ca @ SECOND FLOOR 9'-4" BRG. HT. N OT -A O n .9 N c: L M C) =M�. N u 8'-0" HDR. HT. j,b, �� Q �' o C) l • , Nr Lm Ln (n i N 0000 � M DET.3 O i 1x2 OVER 1x6 SMOOTH FINISH N N � r 4 o :3 BAND (TYP.) L oc)r4 arj a M ` � O (n ci RANDOM SIZE CULTURED - 2 Q w LnO ate,. I i STONE ON OUTER FACE ONLY i (TYP.) - i 3/8" TEXTURED CEMENTITIOUS REVISIONS 1 FINISH OVER C.M.U. (TYP.) ' - PROJECT: 18-0126 0'-0" FIN. FLR, DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" 1x6 SMOOTH FINISH BAND (TYP.) 9' 0" BRG. HT.� @ SECOND SECOND FLOOR _ T-8" HDR. HT. @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 10'-8 3/4" FIN. FLR. HT @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 61 MA mss a o� min __I-im 12 16 Front Elevation "C" SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. '-0'- @ SECOND FLOOR O.H. OL 1114" BRG. HT. @ ENTRY L 10'-8 314" FIN, FLR. HT. - T @ SECOND FLOOR _ _OL 91-411 BRG. HT. If _o, 81-0" HDR. HT. 1x8 SMOOTH FINISH BAND -'---DEC. (TYP.) DEC. LIGHTING (TYP.) ,L 0'-0" FIN. FLR. Q. FM- I F0- I FM- I FM- I F0- I FM- I F0- I =M Front Elevation "C" SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. '-0'- @ SECOND FLOOR O.H. OL 1114" BRG. HT. @ ENTRY L 10'-8 314" FIN, FLR. HT. - T @ SECOND FLOOR _ _OL 91-411 BRG. HT. If _o, 81-0" HDR. HT. 1x8 SMOOTH FINISH BAND -'---DEC. (TYP.) DEC. LIGHTING (TYP.) ,L 0'-0" FIN. FLR. Rear Elevation SCALE: 1/8" = TV (11x17) 1/4" = TV (2204) ,,�,, 9'-011 BRG. HT. C@ .la ECOND FLOOR oL 7'-8" HDR. HT. @ SECOND FLOOR OL 10'-8 314" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. oL 8'-0" HDR, HT. 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0`-0" FIN. FLR. ATTIC VENT CALLS: (2017) FLORIDA BUILDING CODE (6TH EDITION) R806. MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BE 150 OF VENTED SPACE. TOTAL VENTED SPACE: 2,078 = 6.95 SF, NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 2.781 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 4VENTS @ .695 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 4.1.7 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF. A- 0.074 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 1/8" =1'-0" (1107) 1/4" = T-0" (2204) 4 f� Lil C �3 © u .2 4 0 � U k d ll m 0 z= n En ui0 V� Lu0 u ^' u V2 uj Q. co o ItTv- 00 c i co 6 cn 111 - � O.H ® co co ® o. �® _ ® r LuCD z o •®�j' 4 40 ® M Rear Elevation SCALE: 1/8" = TV (11x17) 1/4" = TV (2204) ,,�,, 9'-011 BRG. HT. C@ .la ECOND FLOOR oL 7'-8" HDR. HT. @ SECOND FLOOR OL 10'-8 314" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. oL 8'-0" HDR, HT. 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0`-0" FIN. FLR. ATTIC VENT CALLS: (2017) FLORIDA BUILDING CODE (6TH EDITION) R806. MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BE 150 OF VENTED SPACE. TOTAL VENTED SPACE: 2,078 = 6.95 SF, NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 2.781 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 4VENTS @ .695 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 4.1.7 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF. A- 0.074 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 1/8" =1'-0" (1107) 1/4" = T-0" (2204) 4 f� Lil C �3 © u .2 4 0 � U k d ll m 0 z= n En ui0 V� Lu0 u ^' u V2 uj Q. co o ItTv- 00 c i co 6 cn 111 - � ® co co ® o. �® _ ® r LuCD z o •®�j' 4 40 ® M O � O O I` p M U u- _ � CO C'n CA 'c N C co Qaa)NE co N O O N �-. N O E 00 Q iL LL. Lu a� z a3 a 0 N Ez 0 0 �aj LU U Ca it OQ N OT -A O n .9 N c: L M C) =M�. N u �� Q �' o C) l • , Nr Lm Ln (n i N 0000 � M O i o O N N � r 4 o :3 O C3' V) L oc)r4 arj a M ` � O (n ci C I > p C C 2 Q w LnO ate,. I i i s ISSUE DATE 02/04/2018 i REVISIONS 1 1 PROJECT: 18-0126 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" io 04C i I I II IT711. L.. 1.11 111''1 yll _ iII 9'-0" BRG. HT. -� @ SECOND FLOOR —°— T-8" HDR. HT. @ SECOND FLOOR 12 6� 11'-4" BRG. HT. @ ENTRY 10'-8 3/4" FIN. FLR. HT. t— @ SECOND FLOOR 9'-4" BRG. HT.�___ 8'-08'-0" HDR�HT�_�_�-----' 1'•0' O.H. 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. j4 @ SECOND FLOOR 2 w 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER z 7/16" OSB. SHEATHING (TYP.) 0 11'-4" BRG. HT. c N m @ ENTRY J 10'-8 3/4" FIN. FLR. HT. jk ui @ SECOND FLOOR -`V �- 0 914" BRG. HT. !�^ 8'-0" HDR. HT. h 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. 11.01 O.H 12 6[ FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 16 Q.H. ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 Left Elevation "C SCALE: 1/8" T-0" (11x17) 1/4" = T-0" (2204) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 m 9'-0" BRG. HT. 4 L4 — @ SECOND FLOOR 7'-8" HDR. HT. cn _ @ SECOND FLOOR e2 (D C=>00 z 7/8" TEXTURED CEMENTITIOUS z FINISH ON METAL LATH OVER rn Lu 7/16" OSB. SHEATHING (TYP) Ilk 11'-4" BRG. HT. r @ ENTRYYN m OL 10'-8 3/4" FIN. FLR. HT. T @ SECOND FLOOR > OL 91-4" BRG. HT.� o L 8'-0" HDR. HT. 1x2 OVER 1x6 SMOOTH FINISH BAND (TYP.) .y o) u- W� 0 • RANDOM SIZE CULTURED STONE ON OUTER FACE ONLY - (TYP.) ®L) 0 FQ•- 0 w z Pn 4 .• �• 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) OL 0'-0" FIN. FLR. 9'-0" BRG. HT. --j @ SECOND FLOOR OL T-8 HDR. HT. @ SECOND FLOOR 12 �6 10'-8 3/4" FIN. FLR. HT. @SECOND FLOOR OL 9'-4" BRG. HT. 8'-0" HDR. HT. 0 z a Q vi 0.. w F z �a 0 c.� 0'-0" FIN. FLR. e cr a RigFht 'i " C CN CN SCALE -1/8" = T-0" (11x17) 1/4" = TV (2204) co 4 L4 0- cn e2 (D C=>00 z rn Lu LL C 4.a_ la J u,. �```®111911111/I'�' !G . .y o) u- W� 0 • loc°. to m H ® z d �r ®L) 0 FQ•- 0 w z Pn 4 .• �• . O � .� O O E cc\1 O U u- C>a cnrti N U)aj c Q O E .m�C�00 p C C I-- O —, 0 E �—'�- OQLI.-LL. �W z �Z 0 N W E w w u w x 0 V) U) LL 0 a W r JO 0- 1 O E -� M u �W Cn o O (f� Lo ui ria wLd N 00 (n M P7= 4-J O J 0 z z o u a ,� M L _ a 00 N } C 1 N Ln M P O o 0 > N o w .o ¢ w L O a- m w w zz w ISSUE LATE 02/04/2018 0 REVISIONS 0 PROJECT: 18-0126 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" 05C NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION SECTION R311.7 2. MAX HT. OF RISER TO BE 7 3/4it 3. MIN. WIDTH OF TREAD TO BE 9" (EXCLUSIVE OF NOSING. 4. ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING. 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. 6. 3/8" MAX VARIATION IN ANY RISE/TREAD. 7. HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4 2" OR TO PROVIDE EQUIVALENT GRASPABILITY. 8. UNDER MIN. 6" WIDE @NARROW END. 9. 34'-38" HANDRAIL HT. 10. HEADROOM CLEARANCE MIN 6'-811 . — 2x4 P.T. IN BETWEEN STRINGERS - ATTACH TO SLAB wl 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4TOE NAILED TO STRINGER. Y-0" BRG. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. S1 TYP, STAIR CONNECT, 06 SCALE: 3/4" = 1'-0" 0107) 11/2" = 1'-0" WNW) 10"' 1x8 SKIRT BD. \ 2x12 TREADS CUT TO FIT a 1 11 \4!77 1/2" PL� D. BLOCKING 2 X12 STRINGERS ,__1 _____ / DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) S2 TREAD RISER DETAIL 06),CALE: 3/4" = 1'-0" (11x17) 11/2" = 1'4" (2204) 1 x8 CAP —— CASING. 2x4 @ 24" O.C. Raised Floor Deta F SCALE: 3/8" = TV (11x17) 3/4" = TV (2204) 3/4" PLYWD. SUB-FLOOR:::::� SHEETROCK 2x JOISTS 16" O.C. MAX 2x LEDGER ATTACHED TO STUDS wl (2)12d NAILS @ EACH STUD BOTTOM PLATE HUS26 JOISTS TO LEDGER PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) s3 HALE WA D ETA I L 06 SCALE: 3/4" = 1'-0" (11x17) 11/2" = 1'-0" (2204) VALL FRAMED @ 16" MAX :CKING -ENG. TRUSS -ENG. TRUSS kc -r 1- 1 3/4" PLYWD. PRE-ENGINEERED Stair Section SCALE: 3/8" =1'-0" (11x17) 3/4" = TO (2204) 2x'S @ 16" O.C. MAX. FLOOR TRUSSES 24" O.C. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY - TO BE PLACED DIRECTLY UNDER LEDGER 7 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS wl 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER.. LAD�0 D I G CONNECT, DET I Lrs5 STAIR CONNECT. CcO FLR. TRUSS SCALE- Me = 1'-0" (11x17) 11/2" = 1'-0" (2204) PLATFORM FRAMING 06 SCALE: 3/4" = 1'-0" 01x17) 11/2" = 1'-0" (2204) STRINGER TO FLOOR TRUSS 9'-0" BRG. HT. @ SECOND FLOOR (2" GYPSUM BOARDS APPLIED TO ALL UNDER STAIR SURFACE AND SIDES 'RE -ENGINEERED FLOOR TRUSSES 3EE TRUSS LAYOUT) 10'-8 3/4" FIN. FLR. HT. T @ SECOND FLOOR 9'-4" BRG. HT. 3) 2 x 12'S STRINGERS EQUALLY SPACED 0'-0" FIN. FLR. Stair details SCALE: 3/4" = 1'-0" (11x17) 11/2" = 1'-0" (2204) u a: cc �® aq m r *Z ®Lu % T. •141 •®• • ✓ h 0% . o� O ti E M O U ILL C (. U) v; ti Q '0 04 c� U)� o C�. s cti�'-Sel O E ".1, ��� c «oaa.u- mW a' m z � a a cn Ez a0 tno � Ln o 00 O �- � M O ^4-J � c"V W LCL O i 0 O M N 0 i � M i O i J C) p W fu 48 p cr V) p (n M 1 �- 00c) (N C 'd 4— F --1 : O M p C �j N d - O Q � "D p C 'd .+ O O 4 w L O 5- 1 1 1 I 1 ISSUE DATE 02/04/2018 REVISIONS PROJECT: 18-0126 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS of 6 1 i I 11 .. I �... �'..I�,�� �...�,�,... �.. ;�.. II �.... 1 I 1 hill I, _.. _. _..1 First Floor Electrical SCALE: 1/8" -1'-0" (11x17) 1/4" - T-0" (2204) EXTRA DUTY OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 200 AMP SERVICE METER UNDERGROUND SERVICE BY POWER CO. TYR ELECTRICAL PANEL (20 CIRCUITS) 410 SCR AL. GENERAL NOTES KEY: �— #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 1 . BUILDER TO VERIFY EXACT LOCATION OF FLOOR A.F.F. (U.N.0.). OUTLETS INFIELD. 12. ALL SMOKE/CARBON MONOXIDE DETECTORS NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE A/C DISC. AFCI PROTECTED. BATHROOM AND T-0" IN ALL OTHER BATHROOMS. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER • THIS DIAGRAMMATIC PLAN IS INTENDED TO LOCATED IN THE GARAGE AND LAUNDRY WILL BE #8 COPPER TO RANGE GFCI PROTECTED. ONLY. IT IS THE ELECTRICAL CONTRACTORS #8 TO AIC RESPONSIBILITY TO VERIFY THE REQUIREMENT 5, ALL GARAGE BAYS WILL HAVE DEDICATED GFCI EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) OUTLET. AND PROVIDE AND INSTALL COMPLETE 6. ALL OUTLETS LOCATED IN THE KITCHEN AND NEC, FBC CODES AND ALL REIGNING BATHROOMS ARE TO BE GFCI PROTECTED. �— #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6-0" OF A WET AREA O h - O 0O U cU .i vi LJ_. CD 0 U) Nai t� I.. a) Q 0.0) O N CD 0 4.0 en G ,..' '..% IIIIII N O pOH` O LoN X 00 Q 0. LL c �W z -0g � a E W E wD W U z CL W Q Q M� o ro W 0 CLJ I\ •~ E t M cL ^� m i O i C E LJL cn o 0(Q� , v_ LLj N co (n LLJ � M � O J ca z z V C) o C) N 4 = C a cr M O U) M i ce 000N fC N Ln c o O u. C o O O z cz ai 0 > (o C r g -a c C5 W 4 w Ln O a m o ted' o z A m ISSUE DATE 02/04/2018 REVISIONS PROJECT: 18-0126 >- SCALE: AS NOTED z z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND T-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. w S ELECTRICAL KEY: 0 w EL CEILING MOUNTED LIGHT o m 0 PULL CHAIN LIGHT a PC z % RECESSED LIGHT En 1-0 WALL MOUNTED LIGHT WALL WASH RECESSED uj 0 in zd DUPLEX RECEPTACLE 220 V RECEPTACLE InIn 1/2 HOT, 1/2 SWITCHED vi WP WATER PROOF RECEPTACLE z a FLOOR RECEPTACLE PRE -WIRE FOR CLG. FAN @GFI GROUND FAULT INTERRUPT w WALL SWITCH o 3 -WAY SWITCH �o DIMMER SWITCH o H TELEPHONE JACK 0- H CABLEJACK u ® PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT ® ELECTRICAL PANEL CHIME I-� DOOR BELL I GARAGE DOOR SWITCH DISCONNECT SWITCH IT ELECTRICAL METER ,75 Q S.D. SMOKE DETECTOR Q C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR CEILING FAN w a uj WALL SCONCE z + CHANDELIER En o SPOT LIGHT x FLUSH MOUNT FLUORESCENT LIGHT z a cy Oa FAN /LIGHT COMBINATION (5 GARBAGE DISPOSAL MOTOR Q SPEAKER cn CO JUNCTION BOX o (� L.V. LOW VOLTAGE 0 V.P. VAPOR PROOF IL IL A.F. ARC FAULT PROTECTION o 0 O h - O 0O U cU .i vi LJ_. CD 0 U) Nai t� I.. a) Q 0.0) O N CD 0 4.0 en G ,..' '..% IIIIII N O pOH` O LoN X 00 Q 0. LL c �W z -0g � a E W E wD W U z CL W Q Q M� o ro W 0 CLJ I\ •~ E t M cL ^� m i O i C E LJL cn o 0(Q� , v_ LLj N co (n LLJ � M � O J ca z z V C) o C) N 4 = C a cr M O U) M i ce 000N fC N Ln c o O u. C o O O z cz ai 0 > (o C r g -a c C5 W 4 w Ln O a m o ted' o z A m ISSUE DATE 02/04/2018 REVISIONS PROJECT: 18-0126 >- SCALE: AS NOTED z z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 i ----------- L -I I I I I Second Floor Electrical SCALE 1/8" = 1'•0" (11X17) 1/4" = 1'•0" (2204) OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 200 AMP SERVICE METER UNDERGROUND SERVICE BY POWER CO. TYP. ELECTRICAL PANEL (20 CIRCUITS) 4/0 SCR AL. - #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO GENERAL NOTES KEY: 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR SERVICE TO BE BONDED TO FOOTING STEEL OUTLETS IN FIELD. CEILING MOUNTED LIGHT NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. NOTE: SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE EXCEPTIONS TO THE GFCI STIPULATION WILL BE A/C DISC. AFCI PROTECTED. PULL CHAIN LIGHT #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS a) _j LL #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE Gla cm CA cA r` I` . N #8 COPPER TO RANGE GFCI PROTECTED. 1-0 #8 TO A/C 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE WALL WASH RECESSED 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI DUPLEX RECEPTACLE OUTLET. 200 AMP ELECTRICAL RISER 6. ALL OUTLETS LOCATED IN THE KITCHEN AND 0000-u- 220 V RECEPTACLE BATHROOMS ARE TO BE GFCI PROTECTED. - #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL CEILING MOUNTED LIGHT PROTECTED. NOTE: U-1 m 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE 0 ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA PULL CHAIN LIGHT o ALLOWED ONLY IF ALLOWED PER CURRENT a) _j LL BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. Gla cm CA cA r` I` . N NFPA / NEC. ti (U C n CD -a 1-0 WALL MOUNTED LIGHT 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE WALL WASH RECESSED W w 0 DUPLEX RECEPTACLE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 0000-u- 220 V RECEPTACLE U) 10. OUTLETS LOCATED WITHIN 6-0" OF A WET AREA 112 HOT, 1/2 SWITCHED p a, z ARE TO BE GFCI PROTECTED. AWP WATER PROOF RECEPTACLE 11, ALL OUTLETS OVER COUNTERTOPS TO BE 42" cu a E FLOOR RECEPTACLEui ', A.F.F. (U.N.O.). E 0 ZU' 12. ALL SMOKE/CARBON MONOXIDE DETECTORS � GROUND FAULT INTERRUPT S2GFI N ARE TO BE HARD WIRED, INTERCONNECTED AND w WALL SWITCH o AFCI PROTECTED. IV 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER n - U) to BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. o N TELEPHONE JACK NOTES: f f N • THIS DIAGRAMMATIC PLAN IS INTENDED TO a_ EM PRE -WIRE GARAGE DOOR OPENER w w SHOW LIGHTING AND CONVENIENCE OUTLETS FLUORESCENT LIGHT z N Ln ONLY, IT IS THE ELECTRICAL CONTRACTORS ELECTRICAL PANEL 00 (n M RESPONSIBILITY TO VERIFY THE REQUIREMENT O ® CHIME n AND LOCATIONS OF ALL ELECTRICAL C) C) DOOR BELL /GARAGE DOOR SWITCH EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) N L= AND PROVIDE AND INSTALL COMPLETE o M � f� 00 N z ELECTRICAL SERVICE AS REQUIRED PER NFPA, ELECTRICAL METER O O O cn p- > Z7 NEC, FBC CODES AND ALL REIGNING Q S.D. SMOKE DETECTOR S MUNICIPALITY CODES, STANDARDS AND Q C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR ORDINANCES. N • LOCATION OF FIXTURES AND / OR OUTLETS ARE CEILING FAN SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR -ED Z�_ ADJUSTMENTS MAY BE MADE BETWEEN THE 02/04/2018 OWNER AND BUILDER IN THE FIELD. CHANDELIER w • ALL ELECTRICAL WORK AND APPLIANCES ARE IN REVISIONS SPOT LIGHT FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL PROJECT: APPLICABLE LOCAL STANDARDS, CODES, AND w AS NOTED DRAWN BY: JML & JFT ORDINANCES. ELECTRICAL LAYOUT OQ • VARIOUS SYMBOLS ON ELECTRICAL LEGEND C� GARBAGE DISPOSAL MOTOR � OO MAY OR MAY NOT BE USED ON THIS PLAN. m 8 JUNCTION BOX 0 L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. S . ELECTRICAL KEY: ll� w w ~ V) w m r w a 0 z E M CEILING MOUNTED LIGHT u b. O U-1 m ti 0 PULL CHAIN LIGHT o PC a) _j LL z Gla cm CA cA r` I` . N RECESSED LIGHT ti (U C n CD -a 1-0 WALL MOUNTED LIGHT 5 ® WALL WASH RECESSED W w 0 DUPLEX RECEPTACLE z . Lo cu +-� 0000-u- 220 V RECEPTACLE U) c w 112 HOT, 1/2 SWITCHED p a, z vi AWP WATER PROOF RECEPTACLE cu a E FLOOR RECEPTACLEui ', E 0 ZU' PRE -WIRE FOR CLG. FAN � GROUND FAULT INTERRUPT S2GFI N U 0 w WALL SWITCH o IV 3 -WAY SWITCH d n - U) to DIMMER SWITCH o N TELEPHONE JACK z f f N H GABLE JACK a_ EM PRE -WIRE GARAGE DOOR OPENER w w 2 FLUORESCENT LIGHT z N Ln ELECTRICAL PANEL 00 (n M O ® CHIME n J C) C) DOOR BELL /GARAGE DOOR SWITCH o N L= DISCONNECT SWITCH. o M � f� 00 N z trn ELECTRICAL METER O O O cn p- > Z7 j O C o Q S.D. SMOKE DETECTOR S Q C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR �0 N CEILING FAN -ED Z�_ WALL SCONCE 02/04/2018 CHANDELIER w REVISIONS SPOT LIGHT PROJECT: FLUSH MOUNT FLUORESCENT LIGHT w AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT OQ FAN /LIGHT COMBINATION a V) C� GARBAGE DISPOSAL MOTOR � OO SPEAKER m CO JUNCTION BOX 0 L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION o ll� w w ~ V) w m r w a 0 z b. O ti M � O U a) _j LL N Gla cm CA cA r` I` . N ti (U C n CD -a Q CLCD 04 O E McoCNO O a) C ,•• N 0 E d- dam- .... . Lo cu +-� 0000-u- c w a, z cu a E u, E 0 ZU' N U1 U 0 N IV CL n 00 n - p J n M O f f N i 2 N Ln � 00 (n M O J C) C) N 00 � V) � o M � f� 00 N fu c� cy CL �-vM�� 0 trn C NG] O O O cn p- > Z7 j O C o C = c s- Q W Ln O CE �0 ISSUE DATE 02/04/2018 REVISIONS PROJECT: 18-0126 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT U) Lu �o i Z �uj N J0. m0 z c�jr 3� <w ¢ CL V)z Jj a� ¢uj Qa I —w c� iz z V) a� �o Ln 0¢ zo 1. 0 �cs �(n a J m Li Lu Lu J �6 �z LLA of m W x w:2 =S V)L, W r ji 3< �a OLz :o :v CONCRETE BLOCK HEADER OR STEEL N LINTEL OPC PC EXP. STRIP ANCHOR c� m ui STRIP GLS. BLK. PER PLAN PC PANEL ®D REINFOR. --- �®�®�OttSilul�)®Oen SEALANT PC ANCHOR STRIP EXP. BOLT (2) L, �- PER ANCHOR MORTAR , ASPHALT EMULSION O .1. O CONC. BLOCK ----_ E co WALL iC LL O4 EXTERIOR FINISH CO fA C r Ir'. - `•5 a) (� N PANEL ANCHOR CONSTRUCTION m�NCfl O ^r., U) N c: r-�0 p .-., c) PC PANEL REINFORCING (TOP): USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN cu X Q co CL THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO C PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ N D. E "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' ©0) 'E w E LENGTHS AVAILABLE. W U O 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 - 00 0 a THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1[" WIDTHS X 24" LENGTHS. E = M O EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE N i E LL STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO 0 'S o » „ 4 4 EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC "THICK Ul (n N 00 EXPANSION STRIPS ARE AVAILABLE X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, M STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 31" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, J FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES. O 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL OC 00 LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. a. C •'p fN Ln4... � c ��^ "� 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE RUNGS) TO AVOID "BOWED OUT" ^�- > p dj C d w n i. O a INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO . i SETTING WINDOW INTO OPENING. 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE 6 GLASS B DETAILS 4. PLACE SCALE: N.T.S. 02/04/2018 REVISIONS OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE NOTED ABOVE ROOF WITHIN 10'—]CDX PLYWOOD OR O B S MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 111. KEEP 4 WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. DETAILS PRE -FAB CAP LATH AND STUCCO 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OVER CHIMNEY 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. "J" METAL FLASHING 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM, THE USE HCDPL/R TYP. 4x5 BASE FLASHING OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN 7/8" STUCCO OVER PAPER ROOF COVERING PER PLAN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. BACK WIRE MESH U.N.O. 15/32" C.D.X.. OR 7/16" O.S.B. MIN. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER 1/2" PLYWOOD EXT'R. SHEATHING 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER 05FBC 2x's @24" O.C. W/ HUGHITNAi ATTACHED TO SHEATHING FLASHING SEQUENCING: WHEN GREATER THAN 24"x24". • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2x4 BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. y • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. TRUSS @ 24" O.C. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. TRUSS @ 24" O.C. NOTE. / ROOF COVERING PER PLAN SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. ROOF UNDERLAYMENT IMPORTANT: 15# FELT DRAINAGE PLANE I BLOCKINGFIRE 2x4 BLOCKING METAL IREBLOCKING PER FBC ROOF SHEATHINATHIN G IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH AROUND FLUE LINER 11 6 MIN. LAP ON METAL APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WOOD BASED EXTERIOR SHEATHING -OSB a. 2x4 #2 SPF OR #3 WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER 718" NOMINAL STUCCO THICKNESS a a SYP STUDS @16" O.C. WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE a INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. PAPERBACK LATH O PEEL AND STICK TAPE 4 a MANTLE METAL OR PLASTIC EXPANSION JOINT D DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY CONNECTION. MEMBRANE STRIP COVERING WOOD FRAME `� i INTERSECTION UNDER EXPANSION JOIN EQUAL PRE -FAB FIRE BOX TO PROTECTO WRAP BT-20XL-9" WIDE. TO DAMPER EXTEND 2" BELOW THE CMU 18" NON-COMBUSTABLE 1/2" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH FOUNDATION VALLEY RAFTER SCALE: 3„ _ V_0" 2 LWINDOW FLASHING DETAILS 20 STUCCO BOND BREAK/FLASHING DETAIL PRE -FAB FIREBOX FLASHING DETAIL . SCALE.. N.T.S. SCALE; N.T.S. SCALE. N.T.S. U) Lu �o i Z �uj N J0. m0 z c�jr 3� <w ¢ CL V)z Jj a� ¢uj Qa I —w c� iz z V) a� �o Ln 0¢ zo 1. 0 �cs �(n a J m Li Lu Lu J �6 �z LLA of m W x w:2 =S V)L, W r ji 3< �a OLz :o :v J D1 0 N c� m ui ®D �®�®�OttSilul�)®Oen L, �- , O .1. O O E co O U iC LL CO fA C r Ir'. - `•5 a) (� N m�NCfl O ^r., U) N c: r-�0 p .-., c) 0 cu X Q co CL C w z N D. E ©0) 'E w E W U O ani 00 0 a E = M O N i E LL 0 'S o MLn Ul (n N 00 M O J O O fo O OC 00 N d a. C •'p fN Ln4... � c ��^ "� O ^�- > p dj C d w n i. O a 4� . i ISSUE DATET 02/04/2018 REVISIONS PROJECT: 18-0126 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS J D1 0 1 1 111 11 :11.1.11. 1111 I:.: 'd !I 1 ... FIELD REPAIR NOTES 1. OMITTED REBAR DRILLA 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 BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED 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 <1/211, 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. DESIGN PRESSURES ENGINEERED LUMBER GENE RAL NOTES WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF FOUNDATIONS THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). INTERNAL PRESSURE COEFFICIENT +/-0.18 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN BEARING CAPACITY 2000 PSF VALUES AS FOLLOWS: TERMITE TREATMENT COLUMNS BEAMS STUD REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE E = 1,700,000 Wine U.N.O. E = 2,000,000 Wing U.N.O. E = 1,500,000 Wine U.N.O. FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL - Fb = 2650 Fb- 3000 Fb = 2200 LIST OF REQUIREMENTS (+) 21.2 CAST IN PLACE CONCRETE Ft =1650 Ft = 1700 Ft =1500 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENT, Fc = 450 Fc 1= 900 Fc 1= 450 AND A MAXIMUM WATER/GEMENT RATIO OF 0.58. Fv = 285 Fv = 285 Fv = 150 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO (-) 26.4 ASTM A-615 GRADE 60 MIN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1AxW1.4 CONDITION U.N.O. WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CEILING CONSTRUCTION THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LIVING SPACE IS ABOVE THE GARAGE. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301, 9'-0" x T-0" 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND MEANS AND METHODS AT EACH END SHALL BE PROVIDED. CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE ERECTED & TRUSS /FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED CENTER TO UPPER 1/3 OF THE SLAB. FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' BOLTS AND THREADED RODS SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.0) FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS UNDER STAIR PROTECTION FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE (12.7MM) GYPSUM BOARD. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MASONRY WALL CONSTRUCTION METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. PSI (fm = 1900 PSI) 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM G50 ZINC COATING 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. 2. WOOD TREATED WITH ACQ-C ORACQ-D (CARBONATE) OR OTHER BORATE 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS PRESERVATIVE WOOD TREATER. FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK ASTM F1667 WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE PREFABRICATED WOOD TRUSSES FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR POSITIONERS IN MIDDLE OF WALL SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 7, REINFORCING STEEL SHALL BE LAPPED MIN. ,30' U.N.O. CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" AND STRUCTURAL PLANS FOR MORE INFO. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING TRUSS ENGINEER OF RECORD CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO LATEST EDITION OF ANSI TPI 1. CONCENTRATED LOADS FOR (7) DAYS. PER CODE AGI 318, LATEST EDITION. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ MANUFACTURER UNLESS NOTED ON PLANS EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF CONSOLIDATION. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY WOOD CONSTRUCTION TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TRUSS DESIGN LOADS: TOP CHORD: Lr= 16 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) GRADED "No.1/No.2" BY NLGA, OR BETTER, DL = 14 PSF (TRUSS OVERBUILD) 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" BOTTOM CHORD: DL = 5 PSF SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MINR N LIVE LOADS: IN DESIGN MINIMUM FLOOR N 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF FLOORS = PSF BALCONIES= 60 PSF/ 100 PSF (IF BALCONY > 100 SQ FT) SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. = = 40 PSF C) DECKS PSF 40 D) STAIRS - 40 PSF 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING E) BONUS ROOMS = 60 PSF U.N.O. WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING MINIMUM FLOOR DESIGN DEAD LOADS; SHALL BE SPF#2 OR BETTER U.N.O., A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING GENERAL LOADING: (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. ATTIC WITHOUT STORAGE = 10 PSF 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD ATTIC WITH LIMITED STORAGE = 20 PSF SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL GUARDRAILS IN -FILL COMPONENTS = 50 PSF SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA DURABLE OR PRESERVATIVE -TREATED WOOD. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @12" O.C. MAX & 4" FROM BY OTHERS. EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 12d TOENAILS EACH END. CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45" FROM VERT. TO EA. TRUSS HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND HSS2 STUD SHOES, TYP U.N.O. EQUALLY SPACED FROM END OF TRUSS. X' BRACING TO START 20'-0" MAX FROM #1 HIP 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT: DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AWPA U1 STANDARD. AWPA AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR PEMANENT .CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TABLE WITHIN BCSI-B3). WOODEN TOP PLATES. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 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, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILLA 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 BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED 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 <1/211, 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. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 LINTEL PLAN WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) SD1 GENERAL DETAILS - VALUE DENOTES SUCTION AREA O O SD4 (+) 21.2 (+) 21.2 10 - 22.9 (-) 28.3 ST1 (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" + 7-+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 al 55 ,�✓ P 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 sic FOUNDATION PLAN S2C DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4C LINTEL PLAN S5C FIRST FLOOR FRAMING PLAN S6 NOTES & CONNECTOR LEGEND S7C ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 2 -STORY DETAILS SD6 2 -STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION 1 2/17/2017 CREATED ELEV A, B, C, & OPTIONAL BEDROOM#5 2 4/10/2016 QC CLEANUP -ADDED MISSING CALL OUT TO FRAMING PLAN 3 10/16/2017 MASTER UPDATED TO INCLUDE TRAY @MASTER W/ OPT. BEDROOM #5 (MID -FLORIDA TRUSSES) INTIALS R. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH 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, LCC is strictly prohibited. J z w 0 rn W N z 0 O W z W w Q0 O 0 U 0 z O J M CIO 0 I O J LL sZ F- u_ 0 O U) �= Z O � O U) CL W w D O Q W W ®,ioU 11110/®� rn oo ��e®•CD Il �•®• "k� z Q �C.rp ch p • J • W cc: z U rS o uz.� Q O; W -e �.® `C °- -� ®®au ®® •• �, z W ��� o LL. U) z O v OCL ° L vJ A o F O z 00 - D o Q Z z cn U_ II O CA w V U� O < 0U �- E F- J '7 = r, -U 06j -0W) 0 LU 0 co CO F-5pm -pr ~ W no 0WV (0QE°<ui o W Z0=zWz E ~ OZPWO ¢ = W Y = Q X ` a O W Z0M. _° (/) z 0 W cn CL Z 04 0 I z F - o > LLI o J W W > z 0W LU n W Z (� V) F_ LW I... W aW° F 0 0= o W U) 0 saw 00 Z LL, Q o (D LL N _ F W BLDG DESIGN: --- V) STRUCTURAL ENG MCD W I DRAFTING 00 N -DESIGN: --- I=- -STRUCT: MR/MB = QC CHECK: CC (n JOB No. ` PSQ-2180131 `t SCALE: AS INDICATED _ - -- W DATE: 02/0$/18 a 0 W cnS C I- 00 N 0 CD co LO I_ _ LL I I I 111 11 U, A 11 I ILIJ i I r bo N H U_ 0 0) N 0? " F01 S3 00 zo 2.6 0 30'-0," F01 S3 WLL'tti'l� I WE 00 0 N 0 ao ti LO 0 Ln SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION PLAN 1/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. 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/ 6x6xW1.4xW1A WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN --� CURRENT CODE EDITION), g 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". W W 4. CONSULT W/MAN: SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. Q 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6• CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE p SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F - CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE W THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W Q COMMUNITY & COUNTY CODES. O 0 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. D m 9. NO WOOD STAKES PERMITTED IN FOUNDATION. a( 0 10, PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO J DETERMINE STEP LOCATIONS IF REQUIRED U_ W 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS _ z AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD LL O FOOTING STEP DOWN AND CORNER INFORMATION. O co 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE p 0 - SHALL BE ELEVATED A MIN OF 18", CONTRACTOR TO PROVIDE SUCH U) n! PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 0 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER CO COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE _ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. W SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, < jY COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 (MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W`®®` ♦C �f�_a //®� PSF. �! .®®®®®e®® v�/® ✓j Uj M a ®. ®. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO `® �t®®•�•*2� Q - DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE '�r J* O 0%J W o STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND 0 ® W jig. Q J Z FOOTING SIZES PENDING DEPTH OF STEMWALL. Q cliz¢ o® _ 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE W :, •. �«® ��1� a --� HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- *, a,°�®®®� ®�.b'® o"* Uj CONTACT E.O.R. PRIOR TO CONSTRUCTION a �° ��a Z Q 16, ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING U �A®a�s11!®`' O SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION O MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION U) PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j U ° REQUIREMENTS ARE MET. 0 FOOTING SCHEDULE . PP 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U ops O WAY MIN. 2 � HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. Z z a BARS & 3" MIN. COVER TO EDGE OF CONC. F_ ° —10 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. &MIN o J Z ' 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN ¢z (3) #5 PARALLEL TO 12" m BARS & 3" MIN. COVER TO EDGE OF CONIC. SIDE 6„ O.C. W Q U' � 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z (/) U I'- W 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O z 0 U � � E J M - c4 r -- BARS & 3” MIN. COVER TO EDGE OF CONC. Q O od � W st , 8 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U W Z -NT- a 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. O z z >J oo BARS & 3" MIN. COVER TO EDGE OF CONIC. �. ¢ m c 30"x30"x12"' dp w/ #5's EQUALLY SPACED EA. I- � _j O �Q p >= Q 8 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. _ :) m N O Q BARS & 3" MIN. COVER TO EDGE OF CONIC. 3 J Z <t p ?: 2 W o 32"x32"x12" dp w/ #5's EQUALLY SPACED EA, W I— p -F Z W Z E 2.6 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W. U Z I-- W Y O BARS & 3" MIN. COVER TO EDGE OF CONIC. Q Q � W CL 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. 0 W �--- 2 O Lo 3� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O Uj O Z � c BARS & 3" MIN. COVER TO EDGE OF CONC. U = 1 � O p Y` 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q LL. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. m W 42"x42"x16" dp w/ #5's EQUALLY SPACED EA, m - Lei WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 4 Z N BARS & 3" MIN, COVER TO EDGE OF CONC. M Q 48"x48"x12" dp w/ #5"s EQUALLY SPACED EA.�, 0 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. z J BARS & 3" MIN. COVER TO EDGE OF CONC. O W W W C 48'"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p J Ce BARS & 3" MIN. COVER TO EDGE OF CONC. Q W W 48"x48"x24" dp w/ #5's EQUALLY SPACED EA: 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. _ = C) W BARS & 3" MIN. COVER TO EDGE OF CONC. I- W 5742"x12" dp w/ #5's EQUALLY SPACED EA. z Z 0. <9> .3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q W BARS & 3" MIN. COVER TO EDGE OF CONC. U) M a , 54"x54"x16" dp w/#5's EQUALLY SPACED EA. ICf — 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 3: W (1) O 0 BARS & 3" MIN. COVER TO EDGE OF CONIC. p 54"x54"x24'" dp w/#5's EQUALLY SPACED EA. h- R O Z 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z W Q O BARS & 3 MIN. COVER TO EDGE OF CONC. (3 0-, a N _. 60"40"x16" dp w/#5's EQUALLY SPACED EA. U) O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. o BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. m STRUCTURAL ENG: MCD 66"x66"x16" dp w/#5's EQUALLY SPACED EA. W DRAFTING 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. -DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. t=--STRUCT: MR/MB U - - QC CHECK: CC ---- -------- .._.-__---._.._- JOB No. PSQ-2180131 14'-8" - 15'-4" C -- - ----- ---- -- - ---------_ SCALE: AS INDICATED 1 DATE: 02/08/18 14'-8„ A/C sica F01 PAD S3 ■■ ■ ■ IN ■■ ■ I I PAVERSU_ v 2 I F01 I ■ • • ■ I � ■ F1 F01 S3 F01 I S3 S3 I ■I � I I I ■ 0 N �� 0� ° J I I I ■ Q0 F03 16'-0" S3 -�M I ( 0'-0" FIN. FLR. I■ 4" THICK CONC. SLAB W/ ® I 4 FIBERMESH. OVER 6 MIL VAPOR I — F06 BARRIER OVER COMPACTED FILL. I --- ■ co — — — — — — — r�o0 o U� _ — — — I FF 0 ■ iir � _J LL— --_J O11L ■ _-_- i -- F05 S3 i N (-)01 CV ■ I ( F05 F06 I I LL_ IS3 U S3 9'-4" (2 -STORY FTG) d I20'-0" ■ I F01 F11 S3 S3 � � 3.5 ■ ■ ■ ■ ■cr 00 N 2.3 I I PAVERS ■ ( ■ c] F02 a $3 I e ■ ■ ■■■ I F13 S3 I 2.6 • ■• •■ • DO D DO D '-0" 71-8" 8" 214" 16'-0" 2'-411 91-41' 201-811 30'-0"' F01 S3 WLL'tti'l� I WE 00 0 N 0 ao ti LO 0 Ln SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION PLAN 1/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. 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/ 6x6xW1.4xW1A WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN --� CURRENT CODE EDITION), g 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". W W 4. CONSULT W/MAN: SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. Q 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6• CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE p SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F - CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE W THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W Q COMMUNITY & COUNTY CODES. O 0 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. D m 9. NO WOOD STAKES PERMITTED IN FOUNDATION. a( 0 10, PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO J DETERMINE STEP LOCATIONS IF REQUIRED U_ W 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS _ z AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD LL O FOOTING STEP DOWN AND CORNER INFORMATION. O co 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE p 0 - SHALL BE ELEVATED A MIN OF 18", CONTRACTOR TO PROVIDE SUCH U) n! PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 0 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER CO COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE _ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. W SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, < jY COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 (MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W`®®` ♦C �f�_a //®� PSF. �! .®®®®®e®® v�/® ✓j Uj M a ®. ®. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO `® �t®®•�•*2� Q - DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE '�r J* O 0%J W o STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND 0 ® W jig. Q J Z FOOTING SIZES PENDING DEPTH OF STEMWALL. Q cliz¢ o® _ 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE W :, •. �«® ��1� a --� HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- *, a,°�®®®� ®�.b'® o"* Uj CONTACT E.O.R. PRIOR TO CONSTRUCTION a �° ��a Z Q 16, ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING U �A®a�s11!®`' O SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION O MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION U) PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j U ° REQUIREMENTS ARE MET. 0 FOOTING SCHEDULE . PP 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U ops O WAY MIN. 2 � HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. Z z a BARS & 3" MIN. COVER TO EDGE OF CONC. F_ ° —10 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. &MIN o J Z ' 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN ¢z (3) #5 PARALLEL TO 12" m BARS & 3" MIN. COVER TO EDGE OF CONIC. SIDE 6„ O.C. W Q U' � 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z (/) U I'- W 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O z 0 U � � E J M - c4 r -- BARS & 3” MIN. COVER TO EDGE OF CONC. Q O od � W st , 8 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U W Z -NT- a 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. O z z >J oo BARS & 3" MIN. COVER TO EDGE OF CONIC. �. ¢ m c 30"x30"x12"' dp w/ #5's EQUALLY SPACED EA. I- � _j O �Q p >= Q 8 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. _ :) m N O Q BARS & 3" MIN. COVER TO EDGE OF CONIC. 3 J Z <t p ?: 2 W o 32"x32"x12" dp w/ #5's EQUALLY SPACED EA, W I— p -F Z W Z E 2.6 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W. U Z I-- W Y O BARS & 3" MIN. COVER TO EDGE OF CONIC. Q Q � W CL 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. 0 W �--- 2 O Lo 3� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O Uj O Z � c BARS & 3" MIN. COVER TO EDGE OF CONC. U = 1 � O p Y` 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q LL. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. m W 42"x42"x16" dp w/ #5's EQUALLY SPACED EA, m - Lei WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 4 Z N BARS & 3" MIN, COVER TO EDGE OF CONC. M Q 48"x48"x12" dp w/ #5"s EQUALLY SPACED EA.�, 0 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. z J BARS & 3" MIN. COVER TO EDGE OF CONC. O W W W C 48'"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p J Ce BARS & 3" MIN. COVER TO EDGE OF CONC. Q W W 48"x48"x24" dp w/ #5's EQUALLY SPACED EA: 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. _ = C) W BARS & 3" MIN. COVER TO EDGE OF CONC. I- W 5742"x12" dp w/ #5's EQUALLY SPACED EA. z Z 0. <9> .3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q W BARS & 3" MIN. COVER TO EDGE OF CONC. U) M a , 54"x54"x16" dp w/#5's EQUALLY SPACED EA. ICf — 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 3: W (1) O 0 BARS & 3" MIN. COVER TO EDGE OF CONIC. p 54"x54"x24'" dp w/#5's EQUALLY SPACED EA. h- R O Z 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z W Q O BARS & 3 MIN. COVER TO EDGE OF CONC. (3 0-, a N _. 60"40"x16" dp w/#5's EQUALLY SPACED EA. U) O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. o BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. m STRUCTURAL ENG: MCD 66"x66"x16" dp w/#5's EQUALLY SPACED EA. W DRAFTING 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. -DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. t=--STRUCT: MR/MB U - - QC CHECK: CC ---- -------- .._.-__---._.._- P. JOB No. PSQ-2180131 - C -- - ----- ---- -- - ---------_ SCALE: AS INDICATED 1 DATE: 02/08/18 sica P. 0 Cc cc Oc n 0c c C\ cli i� CC OC r a r c ON a d c 11-011 31-8" TIE BEAM TO FOOTING 5'-4" 3'-8" 11-011 14'-01' 1.1.41' MASONRY WALL u REINFORCING PER C PLAN (TYP). io 31-011 8"-81" 31-811 ■ 0 ■ 80 ■ N ° �O ■ ■ M ■ ■ ao ■ __ _ �_ M A\' �– co ■ ■ I ---------� ----------------------- OO I 00 .III (I I I 00 ,..�...,...,.-.»..»...».....I to ■ LL__ -______J I I I L______ _______J 0■ CD ® ih 00 9 ■ ■ ■ ■■ C) 5'-4"' t0 4'-011 iv ih ■ M TIE IN COLUMN TO WALL PER DETAIL MD10/S2C _ ■ ■ a C? I M 1_411 21_011 61_011 11 4fl 21-41" 161-011 21-4" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM Q &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL PLAN VIEW (1) # 5 @ TOP, BOTTOM & @ 2411 O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW "D1MASONRY COLUMN TIE IN (1) CONT. # 5 FROM a TIE BEAM TO FOOTING C C G U MASONRY WALL u REINFORCING PER C PLAN (TYP). C u c 1/2"=V-0" I u U a C C C CV 0 U 0 < C u 0 'e C u C 0 a U 0 h C 0 h U C < U C a C C u 0 F 0 u C L 0 C C C C u 0 C c t c u h C c F C h L C G L C G L C F C C F G DOWEL PLACEMENT PLAN; 1/411=11 11 1 - COPYRIGHT 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, LCC is strictly prohibited. j j 0 U W W J ®®�rrraearoi�®' 0) Uj 00 22 LU O N eq J '01 eq ® s' � LLi 110 ®'®®...® Z 9alarlA��®�� m J i U O i 7 p ° i 'j IL UOZOZ o�a W ° z �m W z� M U z�, LU Ww U 0 J _ r EE C)u)r-m . C > CL CDuJZOM.=._ J ZQO> m22� I ' U f– CO c J0Qp>-p J E_' Zp=ZWz E > O Q= W 1 0 r 1 I— O 4 O C! JJJ W Z o C (n O - > Z N ) 0 O i Q J a W W .,W, O WW _ � U) W Z > Wman (no wool of IZ L1. N --• J BLDG DESIGN: --- STRUCTURAL ENG: MCD J DRAFTING: -DESIGN: --- STRUCT: MR/MB QC CHECK: CC JOB No. PSQ-2180131 _-:.-_..— SCALE: AS INDICATED DATE: 02/08/18 S2CJ i HOLD BDG WALL BACK (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL2x BRG WALL PER H MASONRY WALL BOND BEAM IN FULLY BOND BEAM IN FULLY ABOVE - WALL SO GYP FINISH IS ^I1 ° LE SEE PLAN PLAN AND BEARING GROUTED CELL. GROUTED CELL. ANCHOR TO HAVE MIN. FLUSH W/ z SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP SPLICE TO BE MIN. 30" I, (2) #5 BARS @ TOP WALL SCHEDULE w 7 EMBEDMENT BELOW FOUNDATION BELOW ❑ WHEN MONO DEPTH _ WHEN MONO DEPTH - MIN 5 MASONRY WALL I. EXCEEDS 26". IF cn M ° CONC. SLAB PER LOWEST STEP OF CONN, SLAB PER w It EXCEEDS 26 . IF M CURB FOUNDATION PLAN , ti FOUNDATION PLAN SEE PLAN DEPTH IS LESS THAN ti DEPTH IS LESS THAN � Uj " 26" THESE BARS ARE 26" THESE BARS ARE (1) #5 CONT. W/ 1-1/2 w M w CONCRETE SLAB PER CONCRETE SLAB PER > : I COVER TYP. '� 0 Q I N NOT REQUIRED NOT REQUIRED Z ¢ > a 2x P.T. BASE PLATE FOUNDATION PLAN � FOUNDATION PLAN � cn � I I. w CONCRETE SLAB PER d d > z VARIES Q FOUNDATION PLAN O #3 STIRRUPS @ SEE PLAN °. --- > �, a ° °: d o 48" O.C. WHEN 4. ° ° ..�411 4' °.. d ° w a I.da '°a °" 00 ,q° '�a. ,I, 00 .. .. d! a ° v. I'° a..° MONO DEPTH —) I I _ I .. �I #3 STIRRUPS I I �r . d — I I" I- W EXCEEDS 26", IF _ 4 ° I o GRADE _ rr O.C.HE @ oo _ a P° GRADE z a ° . d, ®. — ( SG O ° ° a. ° a d ° d 4 I_M z i... DEPTH IS LESS I=- I I— ' ° :° ..� : = 48 W I— I — ° .° ..I — — - — _z =1 I ❑ Q r. I II I I—I ? oo �, MONO DEPTH — �.. - ..., •�I I I °° r? I I—I i 11= I— I =I I ° " I I=—.1. cs' �. �° —I I ._._. .a'. ° I O Q THAN 26 — _ ° M EXCEEDS 26", IF 1 _ r M I; I I I r I ._,--_ _ U THESE BARS _ — l a d ' I = I o I ' : ° d . I - I— 8 6 i — _ — — — — I— —I ° '*- ° I— DEPTH IS LESS co I= I I= I .. �°� d I^ o _ — _ - I (� LI— _ — _ — I— --I=1 = I III— I z ARE NOT REQ'D 00 -� _.. _.'.. .. I- THAN 26" -III I III=1 I I - -- _ _ _ _ _ I I;I � , ,III„,II �I ,;, — _III _ �— o 7-1 — — THESE BARS — — (1) #5 BAR CONT. --IL (2) #5 BARS CONT. 'I=III=I I ARE NOT REQ'D I III= I =I I CLEAN COMPACTED W/ 3 COVER TYP, 8” 16" 4" Q W/ 3 COVER TYP. CLEAN COMPACTED FILL @ 95 /o STANDARD CLEAN COMPACTED (2) #5 BARS CONT. (2) #5 BARS CONT. W/ , FILL 95% STANDARD 8" 1'-4" DENSITY FILL 95% STANDARD ,r 6" 8" 8" 10' 0 $" 1'-4" @ W/ 3" COVER TYP. @ DENSITY DENSITY 3 COVER TYP. � (2) #5 BARS CONT. W/ O J 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED w ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL w MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO FILL @ 95% STANDARD DEN @ 15% STANDARD = WHERE 2ND STORY OCCURS, FTG „ WHERE 2ND STORY OCCURS, FTG FILL 9 M Z DENSITY GRADE AND 1-1/2" CLEAR TO GRADE AND 1-1/2 CLEAR TO SHALL BE 1'-4" WIDE W/(3) #5 BARS '-4" WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG O SHALL BE 1 0 ANY FACE EXPOSED TO ANY FACE EXPOSED TO SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS z WEATHER WEATHER O _ FO TYPICAL EXTERIOR FOOTING AF6�TYPICAL GARAGE CURB FOOTING AFO�NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING R BEARING SLAB STEP DOWN > 0 U w U) 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" °- W w b O J WN Q Of h— w7_3' LLJ CL 2x BRG WALL PER (1) #5 FROM FTG. TO PLAN AND BEARING TIE BEAM SPLICE TO WALL SCHEDULE BE MIN. 30" GROUT CELL SOLID 2x P.T. BASE PLATESEE PLAN FOR CLEAN COMPACTED I I SHOWER SIZE FILL @ 95% STANDARD DENSITY CONC. SLAB PER I O 8 x12 THICKENED FOUNDATION PLAN I z FOUNDATION PLAN a F` ° ° ° ° �����►iIIWA�aeeFo '� OPTIONAL CURB BY SLAB W/ (1) #5 CONT. r ¢ ,_.. ' %. I d D- I'. " � Z °° A. , . ° #S CONT. O BUILDER W/ 3 COVER TYP. Z Iii O ° ° . P I �° . ° I8" �, CONC. SLAB PER d 7• i � w �.� ' , ° : i REINFORCEMENTS z II, •' .'p. GRADE g w T d . ° _ w ❑ d. I FOUNDATION PLAN EE 0 °. • ' %' II ° I` FOUNDATION PLAN _ _ ` r a > e °... �..�° ;,�. I ,a � — r' FOR QUANTITY U _ -1 I I I I I .:: °.,.. 4 .: ,.• d , : ,' 1=III=11 I _ —_ _-- _ I °a © " O d, =1 � I—III—I I I °o -I I=� (=I I (--• °... ° — - _ = a0 — .. ; ' .• '° = °d ° ° , .. ° = I- :.+ �. ° .. 90 -DEGREE #5 HOOK 0- 4 _ -111—III—III III III III III_ I.d° . .: ° °.J d =III= GRADE — _ I=I00 II= -- — BARS AT CORNER, OR U ,I — I' �. °d ,. 1. — 8 4 I = I—� I=I I (=III I I I= III III=� I I ° a �... ° °' VERIFY PLAN DETAILS a a d ° 8 Z _ _ ° ° ` BEND CONTINUOUS #5 ❑ ° rr " —_ — III— — r W ! ./rte MW4� .. a • H _ _ o I- I I— I I =III III— °o I= I I^ ° ° „. — I — I I=I I•- 8 I I 8 I I III- w 4 d . ° -FOR REQUIRED #5 a ' d BARS AROUND " z III—III I I 1=1 I I—I I I — _ w ❑ _ _ _. . ° . ° °.. a ' ° Id ° 4 0 — _ (2) #5 BARS CONT. W/ b = I=) I _ 1' =_— - III—= =— I I= CONT. BARS. MAINTAIN ° ° I CORNER. LAP REBAR U G _ (2) #5 BARS @TOP I — — _ i mm "".0" ° . � 3" COVER TYP. 8rr 811 8rr 8111 T — n � I --•.I I I � I—III ; I I 3 COVER TYP. � ° ° PER DETAIL MD08 ON � 0 9� ,,,,,, � —I ( ^¢w -- I- _-- WHEN MONO DEPTH — — — — a ! . I i I—I I I 11-1 (1— —III -1 d �...:� .. — ■-.. ° .. LINTEL PLAN o Q Z .._.__ — ° ° ° d° I I DEPTH DIS LESS THAN ((I � I (=I I I_ _ I rr a � . . d Z 16 MIN. —` 16 MIN. 26", THESE BARS ARE VERIFY PLAN DETAILS III—I I ISI I Ill h ' (� M BEND EACH CONT. #5 IL Z #3 STIRRUPS 48 FOR REQUIRED #5 O w @ NOT REQUIRED BAR AT STEP DOWN � O.C. WHEN MONO CONT. BARS. MAINTAIN z UJ �� ti w rr (2) #5 BARS CONT. CLEAN COMPACTED „ OR INSTALL #5. HOOK 0 U L E DEPTH EXCEEDS 26 COVER TYP. w. ar.r. J � c� t rr o BARS EACH CONT. J o WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3 COVER TYP. FILL @ 95 /o STANDARD SHALL BE 4'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER O U w r 64 0 r� � DETAIL MD08 ON J»� ARE NOT REQ'D LINTEL PLAN _ H V 0 m� w c TING AT INTERIOR BEARING 4FO' FOOTING SHOWER AT MASONRY 4FO THICKENED EDGE AFO"kTYPICAL STEP FOOTING DETAIL 4F1'kTYPICAL CORNER BAR DETAIL (TOP VIEW) _ � w - 0 W FO FOO r W ""` Ucow0< Q nw 3/4"=1'-p" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1r -Orr W Z Q 0 ?� ❑=zwZ E z F_ O< w 8"C.M.U. FINISH PER 8" CMU - 0 1— O Q 2 w 0 U. ~'�°�' ELEV. FINISH PER ELEV. O W Z o FINISH FLOOR CONC. SLAB PER v = O p FOUNDATION PLAN Q Ll FINISH FLOOR Z .. PENETRATING PIPE — MAX. 4 ❑ � °. rr ' °. PENETRATING ci #5 LOOP TIE (TYP.) d e , ' e' 4 ° PIPE, MAX 4" 0 Z N U) FILLED CELL PER PLAN M z REFER 70 = GRADE WOOD POST PER PLAN r ®:. CL �' FOR SIZE AND BASE144 111 O w + �°° FOUNDATION PLAN — CONNECTION z �"� ...I NOTE: AT FRENCH FOR CONT, © Q DOOR LOCATIONS. 4" � z ,' ' FOUNDATION PVC SLEEVE MAX I I = , , TOP COURSE . BE o > L o M — _ _ — _ _ _ � — CHAIR BLOCKS. J CONTRACTOR TO INFORMATION 6" DIAMETER ENTIRE BASE TO BE ❑ g J VERIFY WITH DOOR GARAGE `�, °.�. -" — FOOTING PER PLAN FILLED SOLID z W MANUF, FOR ' SLOPE FOOTING PER PLAN 1= 4° - SEE ELEVATION S O „ W REQUIRED RECESS — —'-j ::�z ' I = =1 I I_I I CLEAN COMPACTED CMU BASE W/ (1) #5 w = O THRESHOLD PER MFR'S. PVC SLEEVE to o SPECIFICATIONS TOP VIEW � CORNER (FRONT VIEW) MAX 6" DIA. FILL @ 95 /o STANDARD CORNER. SEE PLAN p VERTICAL @ EA. W Z � ti:Yr (SIDE VIEW) DENSITY FOR BASE SIZE; BARS z a W CL THRESHOLD PERTO TIE INTO M . 1a. ° F- n EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER BY TIE IN OR EPDXYG ° z z u7 Q MANUFACTURER'S GARAGE WALL - d° _ SPECIFICATIONS FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION I d ° . I O ~ W ch 0 ENTRY SWING DOOR BEYOND FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS (2) #5 x 4 -0 BARS I • I m > O CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE r� I PENETRATION FOOTING PER MFO8 2 4 a e w ❑ O CONC. SLAB PER v DRIVEWAY BY `� ° , a.4 , a a THIS SHEET BEYOND a ° ° ° w z LL Q p FOUNDATION PLAN w I BUILDER- CONCRETE -- Q ° 4 a CONC. SLAB OR 4 cn a- ��' d ° N _...._ — _ 4" M _ . OR PAVERS - I I—III ° ` — I I - — —_ ° °• ° — I w .�- — _ a _ PAVERS PER PLAN PITCH a BLDG DESIGN: --- IEEII I e d W STRUCTURAL ENG:_._.MCD ----- SLOPE ° I— I ° — — - _ ° a GRAD _ `,--_— _ —-I d d ° — _ -- • ° a — — — : I I—III- I I -DESIGN:F. PER DOOR MANUFACTURER SLOPE EXT, SURFACE - — — — ---I=I ((� CLEAN COMPACTED _ ° =III' Z — ° STRUCT: MR/MB .... _ — 00 g -I I— 4 d REFER TO PAD SIZE I I d. I' d _o QC CHECK: CC OR GRADE 1/$" PER _'111111- = I I — —III FILL @ 95% STANDARD �I I I—I � (—" I_ ----III .d ° FOOT AWAY FROM — _I I =III III— _ DENSITY ° — - - -- -- _._.. �-- -- I--- I FOUNDATION PLAN j L,. I— U) JOB No. BUILDING 8" x 8" THICKENED PIPE PARALLEL TO FND = I —III=1 I I—) I =) - CLEAN COMPACTED ,,.,a. I - PSQ-2180131 FOR CONT. , 4 $ '—_ I SEE FDN. I h FOUNDATION FILL @ 95% STANDARD I � a' ' ' .: .... . , .. J 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. — PLAN FOR -I I ° ° .- ° . ' .. I= < SCALE: AS INDICATED W/ 3 COVER, TYP. I I I INFORMATION DENSITY w DATE: 02/08/18 AS REQUIRED SIZE & REINF. — — z F11 EXTERIOR DOOR POURED SILL F13 THICKENED EDGE @GARAGE DOOR AF-1*TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND fiF1'kFOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"S3 h --COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. NOTE TO CONTRACTOR: O ®�® �r,•°®s® ••.••% n' 0000 L15 ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D U Q ®y c0) U_ A.' U Z FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z ®z w i° < : _ ADJACENT MONO AND/OR STEM WALL m • w H O e 2i' ; • FOUNDATIONS AS SPECIFIED THIS DETAIL. fY cn v ® - Q ® � ° MIN. 24" BEFORE e ° Q �� `°®°® W ° LJ.I p CONC SLAB PER rr rr la zj :5 z ANOTHER STEP O °�;'L, a I I °' _®® � ®,, Q r O CONC. SLAB PER I O 8 x12 THICKENED FOUNDATION PLAN I z FOUNDATION PLAN a F` ° ° ° ° �����►iIIWA�aeeFo '� OPTIONAL CURB BY SLAB W/ (1) #5 CONT. r ¢ ,_.. ' %. I d D- I'. " � Z °° A. , . ° #S CONT. O BUILDER W/ 3 COVER TYP. Z Iii O ° ° . P I �° . ° I8" �, CONC. SLAB PER d 7• i � w �.� ' , ° : i REINFORCEMENTS z II, •' .'p. GRADE g w T d . ° _ w ❑ d. I FOUNDATION PLAN EE 0 °. • ' %' II ° I` FOUNDATION PLAN _ _ ` r a > e °... �..�° ;,�. I ,a � — r' FOR QUANTITY U _ -1 I I I I I .:: °.,.. 4 .: ,.• d , : ,' 1=III=11 I _ —_ _-- _ I °a © " O d, =1 � I—III—I I I °o -I I=� (=I I (--• °... ° — - _ = a0 — .. ; ' .• '° = °d ° ° , .. ° = I- :.+ �. ° .. 90 -DEGREE #5 HOOK 0- 4 _ -111—III—III III III III III_ I.d° . .: ° °.J d =III= GRADE — _ I=I00 II= -- — BARS AT CORNER, OR U ,I — I' �. °d ,. 1. — 8 4 I = I—� I=I I (=III I I I= III III=� I I ° a �... ° °' VERIFY PLAN DETAILS a a d ° 8 Z _ _ ° ° ` BEND CONTINUOUS #5 ❑ ° rr " —_ — III— — r W ! ./rte MW4� .. a • H _ _ o I- I I— I I =III III— °o I= I I^ ° ° „. — I — I I=I I•- 8 I I 8 I I III- w 4 d . ° -FOR REQUIRED #5 a ' d BARS AROUND " z III—III I I 1=1 I I—I I I — _ w ❑ _ _ _. . ° . ° °.. a ' ° Id ° 4 0 — _ (2) #5 BARS CONT. W/ b = I=) I _ 1' =_— - III—= =— I I= CONT. BARS. MAINTAIN ° ° I CORNER. LAP REBAR U G _ (2) #5 BARS @TOP I — — _ i mm "".0" ° . � 3" COVER TYP. 8rr 811 8rr 8111 T — n � I --•.I I I � I—III ; I I 3 COVER TYP. � ° ° PER DETAIL MD08 ON � 0 9� ,,,,,, � —I ( ^¢w -- I- _-- WHEN MONO DEPTH — — — — a ! . I i I—I I I 11-1 (1— —III -1 d �...:� .. — ■-.. ° .. LINTEL PLAN o Q Z .._.__ — ° ° ° d° I I DEPTH DIS LESS THAN ((I � I (=I I I_ _ I rr a � . . d Z 16 MIN. —` 16 MIN. 26", THESE BARS ARE VERIFY PLAN DETAILS III—I I ISI I Ill h ' (� M BEND EACH CONT. #5 IL Z #3 STIRRUPS 48 FOR REQUIRED #5 O w @ NOT REQUIRED BAR AT STEP DOWN � O.C. WHEN MONO CONT. BARS. MAINTAIN z UJ �� ti w rr (2) #5 BARS CONT. CLEAN COMPACTED „ OR INSTALL #5. HOOK 0 U L E DEPTH EXCEEDS 26 COVER TYP. w. ar.r. J � c� t rr o BARS EACH CONT. J o WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3 COVER TYP. FILL @ 95 /o STANDARD SHALL BE 4'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER O U w r 64 0 r� � DETAIL MD08 ON J»� ARE NOT REQ'D LINTEL PLAN _ H V 0 m� w c TING AT INTERIOR BEARING 4FO' FOOTING SHOWER AT MASONRY 4FO THICKENED EDGE AFO"kTYPICAL STEP FOOTING DETAIL 4F1'kTYPICAL CORNER BAR DETAIL (TOP VIEW) _ � w - 0 W FO FOO r W ""` Ucow0< Q nw 3/4"=1'-p" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1r -Orr W Z Q 0 ?� ❑=zwZ E z F_ O< w 8"C.M.U. FINISH PER 8" CMU - 0 1— O Q 2 w 0 U. ~'�°�' ELEV. FINISH PER ELEV. O W Z o FINISH FLOOR CONC. SLAB PER v = O p FOUNDATION PLAN Q Ll FINISH FLOOR Z .. PENETRATING PIPE — MAX. 4 ❑ � °. rr ' °. PENETRATING ci #5 LOOP TIE (TYP.) d e , ' e' 4 ° PIPE, MAX 4" 0 Z N U) FILLED CELL PER PLAN M z REFER 70 = GRADE WOOD POST PER PLAN r ®:. CL �' FOR SIZE AND BASE144 111 O w + �°° FOUNDATION PLAN — CONNECTION z �"� ...I NOTE: AT FRENCH FOR CONT, © Q DOOR LOCATIONS. 4" � z ,' ' FOUNDATION PVC SLEEVE MAX I I = , , TOP COURSE . BE o > L o M — _ _ — _ _ _ � — CHAIR BLOCKS. J CONTRACTOR TO INFORMATION 6" DIAMETER ENTIRE BASE TO BE ❑ g J VERIFY WITH DOOR GARAGE `�, °.�. -" — FOOTING PER PLAN FILLED SOLID z W MANUF, FOR ' SLOPE FOOTING PER PLAN 1= 4° - SEE ELEVATION S O „ W REQUIRED RECESS — —'-j ::�z ' I = =1 I I_I I CLEAN COMPACTED CMU BASE W/ (1) #5 w = O THRESHOLD PER MFR'S. PVC SLEEVE to o SPECIFICATIONS TOP VIEW � CORNER (FRONT VIEW) MAX 6" DIA. FILL @ 95 /o STANDARD CORNER. SEE PLAN p VERTICAL @ EA. W Z � ti:Yr (SIDE VIEW) DENSITY FOR BASE SIZE; BARS z a W CL THRESHOLD PERTO TIE INTO M . 1a. ° F- n EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER BY TIE IN OR EPDXYG ° z z u7 Q MANUFACTURER'S GARAGE WALL - d° _ SPECIFICATIONS FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION I d ° . I O ~ W ch 0 ENTRY SWING DOOR BEYOND FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS (2) #5 x 4 -0 BARS I • I m > O CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE r� I PENETRATION FOOTING PER MFO8 2 4 a e w ❑ O CONC. SLAB PER v DRIVEWAY BY `� ° , a.4 , a a THIS SHEET BEYOND a ° ° ° w z LL Q p FOUNDATION PLAN w I BUILDER- CONCRETE -- Q ° 4 a CONC. SLAB OR 4 cn a- ��' d ° N _...._ — _ 4" M _ . OR PAVERS - I I—III ° ` — I I - — —_ ° °• ° — I w .�- — _ a _ PAVERS PER PLAN PITCH a BLDG DESIGN: --- IEEII I e d W STRUCTURAL ENG:_._.MCD ----- SLOPE ° I— I ° — — - _ ° a GRAD _ `,--_— _ —-I d d ° — _ -- • ° a — — — : I I—III- I I -DESIGN:F. PER DOOR MANUFACTURER SLOPE EXT, SURFACE - — — — ---I=I ((� CLEAN COMPACTED _ ° =III' Z — ° STRUCT: MR/MB .... _ — 00 g -I I— 4 d REFER TO PAD SIZE I I d. I' d _o QC CHECK: CC OR GRADE 1/$" PER _'111111- = I I — —III FILL @ 95% STANDARD �I I I—I � (—" I_ ----III .d ° FOOT AWAY FROM — _I I =III III— _ DENSITY ° — - - -- -- _._.. �-- -- I--- I FOUNDATION PLAN j L,. I— U) JOB No. BUILDING 8" x 8" THICKENED PIPE PARALLEL TO FND = I —III=1 I I—) I =) - CLEAN COMPACTED ,,.,a. I - PSQ-2180131 FOR CONT. , 4 $ '—_ I SEE FDN. I h FOUNDATION FILL @ 95% STANDARD I � a' ' ' .: .... . , .. J 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. — PLAN FOR -I I ° ° .- ° . ' .. I= < SCALE: AS INDICATED W/ 3 COVER, TYP. I I I INFORMATION DENSITY w DATE: 02/08/18 AS REQUIRED SIZE & REINF. — — z F11 EXTERIOR DOOR POURED SILL F13 THICKENED EDGE @GARAGE DOOR AF-1*TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND fiF1'kFOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"S3 h --COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN ° GRADE 60 PROVIDE LINTEL W/ 3000 LENGTH OVER COURSES NOT REQ'D (2) 2x8 SYP #2 P.T. WOOD HEADER LENGTH STANDARD #5 psi CONC. PER NON TO BE FILLED. (SHEET METAL TYPI AL SHEAR WA HOOK BAR. LAP LINTEL PLAN. IF �• & PAPER FELT PROHIBITED) 9'-211 315 618/535 1533/1247 2781/1946 4754/2489 SEE WF01/SD3 FOR OTHER BARS INTO REBAR IS SYP #2 P.T. HEADER TO MASONRY e a 41/4 d / MORE INFO ,WALL CORNER AS'REQ'D 21/2 INDICATED IN •' `:.:; 3 55/8 121/2 32 HANGER @ EA. END. USING (14) 1/4" 31/8 7 LINTEL, #5 TO BE 25 33/4 ° °' HOOK PER 40 DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 33/4 81/16 14 HOOKED INTO 41/2 81/16 18 1/2 MD08 INTO HEADER. NAIL EACH PLY AND 43/8 913/16 16 1/2 35 SIDE VERTICALSTA 913/16 213/41 56 EACH ADDITIONAL HEADER PLY W/ (2) 8F24 -16/1T @ 11'-411 CAVITY °. ROWS OF 10d NAILS STAGGERED @ 6" 81-411 415/235 1152/1152 1694/1552 a O 8F8-0B/1T z cQ 8R14-1B/1T O.C. AND MIN. 2" FROM ENDS. ° 8F16-1B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) (0 0 8F24-0B/1T 8" NOMINAL WIDTH > O U 0 . ff FILLED n A a d LU' 8R30-1B/1T LU 6.7 o w � � z QP Zr a a d 1-1/2" CLEAR \ °M e.' Q O U .. -� • i / aI o LL s O 8F32 -0B/1T U J w z C.M.U. Z T 8F38 -1 B/1T 00 0 w ZBOTTOM d O I a, Zco w STEEL IN LINTEL IF :� z O W U�w (0 w INDICATE - SHOULD HOOK INTO Z 0V�1= E o 8F40-1B/1T �`- ---�` BOTTOM REINFORCING PROVIDED U 06p u) N �, cg Z 1 7-5/8" ACTUAL IN LINTEL (VARIES) O VERTICAL CELLS PER MD08 a :• O 8F28 -1 B/1T a ° °p _ w na Z �' z > Q O 75 Mm UNFILLED H z I..L. w JUF—p}i. o _ O < dQt o�¢ ROUGH OPENING PER PLAN 8F40 -OB/1T d qQ I,O 0 � lad ----- 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 TYPICAL MASONRY CONSTRUCTION 3/411=11-0" 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 ° GRADE 60 a BEND 0 LENGTH LAP SPLICE (2) 2x8 SYP #2 P.T. WOOD HEADER LENGTH LAP SPLICE a . NON -SHEAR WALLAT OPENING TYPI AL SHEAR WA L SEGMENT TURNED SIDEWAYS. ATTACH (2) 2x8 �• ° 9'-211 315 618/535 1533/1247 2781/1946 4754/2489 SEE WF01/SD3 FOR 4 7 SYP #2 P.T. HEADER TO MASONRY e a 41/4 d / MORE INFO ,WALL #4 21/2 W/ SIMPSON HU28-2 OR HUC28-2 TYPICAL MASONRY CONSTRUCTION 3/411=11-0" 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 ° GRADE 60 a BEND 0 LENGTH LAP SPLICE (2) 2x8 SYP #2 P.T. WOOD HEADER LENGTH LAP SPLICE a . NON -SHEAR WALLAT OPENING TYPI AL SHEAR WA L SEGMENT TURNED SIDEWAYS. ATTACH (2) 2x8 �• . �° 9'-211 315 618/535 1533/1247 2781/1946 4754/2489 SEE WF01/SD3 FOR —.__.._.. .__... 1...4. 7 SYP #2 P.T. HEADER TO MASONRY d 41/4 TYPICAL MASONRY CONSTRUCTION 3/411=11-0" r DOOR OR WINDOW OPENING x , MAX 4'-0" REFERTODESIGN 10 PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS fiDO LINTEL W/ TRANSOM DETAIL 3/411=11-011 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 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 ° GRADE 60 1 1\/'\IVIL- 1111 ILL /'ll\VVIMLJ BEND 0 LENGTH LAP SPLICE (2) 2x8 SYP #2 P.T. WOOD HEADER LENGTH LAP SPLICE 21-811 1343 2693/2561 6113/3820 8974/5961 10000/8107 "All WINDOW BY BUILDER 4'-011 860 1651/1349 5365/1999 7342/3123 10000/4249 ' TURNED SIDEWAYS. ATTACH (2) 2x8 �• . �° 9'-211 315 618/535 1533/1247 2781/1946 4754/2489 SEE WF01/SD3 FOR 41/4 7 SYP #2 P.T. HEADER TO MASONRY 2/1/4 41/4 91/4 / MORE INFO ,WALL #4 21/2 W/ SIMPSON HU28-2 OR HUC28-2 •' `:.:; 3 55/8 121/2 32 HANGER @ EA. END. USING (14) 1/4" 31/8 7 113/4 25 33/4 ° °' ;� • '' 40 DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 33/4 81/16 14 30 41/2 81/16 18 1/2 48 INTO HEADER. NAIL EACH PLY AND 43/8 913/16 16 1/2 35 51/4 913/16 213/41 56 EACH ADDITIONAL HEADER PLY W/ (2) 8F24 -16/1T @ 11'-411 CAVITY °. ROWS OF 10d NAILS STAGGERED @ 6" 81-411 415/235 1152/1152 1694/1552 a O 8F8-0B/1T z cQ 8R14-1B/1T O.C. AND MIN. 2" FROM ENDS. r DOOR OR WINDOW OPENING x , MAX 4'-0" REFERTODESIGN 10 PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS fiDO LINTEL W/ TRANSOM DETAIL 3/411=11-011 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 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 GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 21-811 1343 2693/2561 6113/3820 8974/5961 10000/8107 "All 1013"1013"licit 4'-011 860 1651/1349 5365/1999 7342/3123 10000/4249 IID" II "/S'1 "II ['S 11/'11, "ID" 9'-211 315 618/535 1533/1247 2781/1946 4754/2489 1/7/8 41/4 7 15 2/1/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 18 1/2 48 #7 43/8 913/16 16 1/2 35 51/4 913/16 213/41 56 4 .4 <4 a 0 e• •4 d % 1 4 + '1 4 .'a a .. 4' Ad.• °d LAP SPLICE EMBEDDED D0 REBAR SPLICE DETAIL C STANDARD 90° HOOK 3/4"=11-011 STANDARD 180° HOOK #3=2Y2' #4=2Yz" #5=2%" #6=3 #7=3Y2" STD. 90 DEGREE ANGLE 3000 psi CONC. W/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N,O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING x-3-1--011 S--0' I I I I 14'-0 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 J z p 1 r� O Z O w x U O ? A m o u•. w O co O (n w w O J Q (n w ` STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -OB 8F32 -113/8F32-0 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4 NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4, LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 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 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 21-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 21-811 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-211 1217 2165/1969 6113/2931 8672/4576 10000/6224 T-411 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-011 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-611 710 1423/1105 4360/1631 6036/2549 8328/3470 51-211 570 1232/1232 3480/2580 8360/3586 8825/4592 6-211 488 991/991 2661/2143 5681/2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 81-011 354 726/699 1843/1625 3486/2255 6205/2885 9'-211 315 618/535 1533/1247 2781/1946 4754/2489 101-011 292 567/454 1366/1277 2423/1770 4006/2263 Q O (� (.5 W � 8F16-o6/1T 1-v2' CLEAR ®®®e 000 S Z e.' «Z r w 0 101-811277 492/352 1254/ 1132 2193/1567 3552/2003 11'4" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-811 0 369/261 1002/984 1697/1361 2630/1738 13'-411 0 328/0 1234/0 1779/0 2662/0 MATERIALS 141-011 0 292/0 1160/0 1660/0 2439/0 16'-011 0 284/0 950/0 1379/0 1997/0 1. f PRECAST LINTELS = 3500 PSL 2. f PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSL 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 181-0" 0 211/0 750/0 1177/0 1676/0 181-811 0 142/0 598/0 1114/0 1468/0 201-011 0 180/0 598/0 1024/0 1441/0 20'-811 0 145 / 0 550/0 981/0 1376/0 22'-8" 0 11A / 0 450/0 824/0 1147/0 RECESSED LINTELS-FILLEDZ HEADER THE NEXT DEPTH DOWN. CLEAR OPENING 8R6-1 B/8R6-0B 8R14-1 B/8R14-013 8R22-1 B/8R22-OB 21-41 1694/1694 3725/3280 5499/5421 2'-$" 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE 3'-0" 1230/1230 2769/2769 4085/4085 3'-4" 1081/920 2769/1716 4085/2839> MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT U =UNFILLED R =RECESSED&FILLED WITH GROUT QUANTITY OF #5 REBAR @ 8F�16-� BI1 T BOTTOM OF LINTEL CAVITY —QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 41-411 846/833 2121 / 1716 3127 / 2839 5'-4" 664/572 1761/1761 2595/2595 6'-411 526/434 1539/1539 1329/2267 O 8R6-0B/1T ww ®®w1W11111��e�® 0 8F24 -16/1T @ 11'-411 CAVITY 7'-411 480/322 1334/1334 1964/1552 81-411 415/235 1152/1152 1694/1552 a O 8F8-0B/1T z cQ 8R14-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED ° 8F16-1B/1T x-3-1--011 S--0' I I I I 14'-0 V -v 1.4 MIN. O 16'-O" LINTEL PLAN J ZQp�ui o w i•- W Oz�—wY0 C14 _J �wQ� 6 Z 1-1/2" CLEAR Q �-.- w J ° a LU z Z O m F- � 0 v #5 REBAR AT TOP MINUwj. (1) REQ'D O w _ Z u- o z w w TOP KNOCK OUT/ LINTEL BLOCK Q fn O z c~n O w a <'a COURSE o .1 - F- X W a V «' U O F- ' #5 REBAR AT BOTTOM MIN. (1) - O REQ'D Z !V F- 16 GA. POWERS STEEL BOXED 0 �- O z 7-5/8" ACTUAL LINTEL z H 0 CL 8" NOMINAL WIDTH Q Q �j n POWERS STEEL ° W W , o z 2W ce SAFE LOAD TABLE NOTES w _ = 0 W 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED ~ W Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL z Q, RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. F- Q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. U co 0 _ 4, SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O -Wj Z 5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING o 1 W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. za N�� 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY. 0 CL 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY p BLDG DESIGN: --- CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF cn STRUCTURAL ENG MCD SUPPORT. LU DRAFTING: -DESIGN: -- 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.-STRUCT: MR/MB 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. QC CHECK: CC CJOB No. PSQ 2180131 __ _, ___ _. _____. _______ _. Q SCALE: AS INDICATED F_ w DATE: 02/08/18 w w 1/8"=11-011 W Z54L; r (-- 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, LCC is strictly prohibited. TYPE DESIGNATION NOMINAL WIDTH :, rn %,111111111/'®® LU M E 8R14-0B/1T ®®0®®` iC �% /®,, 0:. 00 WALL LEGEND -N' 4�°°.•...®®°®°��/c`j2' w 0 8F16-o6/1T 1-v2' CLEAR ®®®e 000 S Z e.' «Z r w 0 8F20-1B/1T 9'-4" T.O. M: INTERIOR/EXTERIOR _ a #5 REBAR AT TOP MIN. (1) REQ'D C?) w 111 0 © ~¢- O, Q Q ...'"� BEARING WALL (OR LINTEL O 8F20-0B/1T c� cn �` uj w p = 11'4" T.O.M. IF REFERENCED ON SHEET Q a C.M.U. ¢ ;�, •°®®•® ° . si'� °° ` OJ 8R22-1B/1T S4). VERIFY HEIGHT W/ O a g GROUT U ••r®1 >- = KNEE WALL TOP ARCHITECTURAL PLANS U.N.O. O ° r z #5 REBAR AT BOTTOM OF LINTEL w0 ®®w1W11111��e�® 0 8F24 -16/1T @ 11'-411 CAVITY 8R22-0B/1T ,��,� BOTTOM REINFORCING PROVIDED z 7-5/8" ACTUAL IN LINTEL (VARIES) (0 0 8F24-0B/1T 8" NOMINAL WIDTH > O U 0 29 FILLED n A a d O 8R30-1B/1T LU 6.7 o w � � z QP 8F32-1B/1T 1-1/2" CLEAR \ °M e.' Q U 8R30-OB/1T / w F- #5 REBAR AT TOP MIN. (1) REQ'D o Z <00 s O 8F32 -0B/1T U J z C.M.U. Z T 8F38 -1 B/1T 00 0 w W Cl) O �W O 8F12 -1 B/OT In° z z O W U�w io Z 0V�1= E o 8F40-1B/1T �`- ---�` BOTTOM REINFORCING PROVIDED U 06p u) N �, cg Z 1 7-5/8" ACTUAL IN LINTEL (VARIES) O (� w ©�,, C O 8F28 -1 B/1T 8" NOMINAL WIDTH _ w J Z �' z > Q O 75 Mm UNFILLED H z I..L. w JUF—p}i. o _ O < dQt o�¢ x O 8F40 -OB/1T V -v 1.4 MIN. O 16'-O" LINTEL PLAN J ZQp�ui o w i•- W Oz�—wY0 C14 _J �wQ� 6 Z 1-1/2" CLEAR Q �-.- w J ° a LU z Z O m F- � 0 v #5 REBAR AT TOP MINUwj. (1) REQ'D O w _ Z u- o z w w TOP KNOCK OUT/ LINTEL BLOCK Q fn O z c~n O w a <'a COURSE o .1 - F- X W a V «' U O F- ' #5 REBAR AT BOTTOM MIN. (1) - O REQ'D Z !V F- 16 GA. POWERS STEEL BOXED 0 �- O z 7-5/8" ACTUAL LINTEL z H 0 CL 8" NOMINAL WIDTH Q Q �j n POWERS STEEL ° W W , o z 2W ce SAFE LOAD TABLE NOTES w _ = 0 W 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED ~ W Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL z Q, RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. F- Q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. U co 0 _ 4, SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O -Wj Z 5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING o 1 W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. za N�� 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY. 0 CL 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY p BLDG DESIGN: --- CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF cn STRUCTURAL ENG MCD SUPPORT. LU DRAFTING: -DESIGN: -- 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.-STRUCT: MR/MB 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. QC CHECK: CC CJOB No. PSQ 2180131 __ _, ___ _. _____. _______ _. Q SCALE: AS INDICATED F_ w DATE: 02/08/18 w w 1/8"=11-011 W Z54L; r (-- 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, LCC is strictly prohibited. C. o - U U0 U U U FLOOR SHEATHING & NAILING PER PLAN. FLOOR TRUSSES — PER PLAN. 91-411 N,Y/�. A.F.F. (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 Cil NAIL (2)- 2x4 SPF#2 TOP PLATE TO TO THE TOP OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d NAILS @ 8" O.C. & 2" FROM EA. END. (2) 2X12 SYP#2 BEAM W/ 1/2" FLITCH PLATE. — BUCKET TO HEADER W/ HUC410 HANGER W/ (18)-16d NAILS &(10)- 10d NAILS. BUCKET OPPOSITE END TO CMU WALL WITH HUC410 W/ (18) 1/4" x 2-3/4" TAPCONS & (10) 1 O NAILS. 1 (2) 2x4 SPF#2 JACK STUDS & (1) 2x4 SPF#2 — KING STUD, NAILED PER HEADER SCHEDULE. STAIR FRAMING DETAIL i EXTERIOR WALL FRAMING AND CONNECTIONS PER ®®®arna'n'iw PLAN (NOT SHOWN THIS I 00 ■ ■ ■■ SYP#2JOISTS @ 16" O.C.W/ A35 ANGLES TO �.°�®•® '•.• Z GIRDER TRUSS CJ3 A.F.F. BEAM & LEDGER AT EA. FO D m U O: Q U ®Z -?--� = ca CJ3 END. CJ5 J :0 W W . o o� p;uJ p 1 CJ5 _ A5 PLATE TO THE TOP OF THE 2x12 BEAM. NAIL EA. Q A4 PLY W/ (2) ROWS 10d FO ■ D A3 NAILS @ 8" O.C. & 2" FROM EA. END. TOP PLATE W p A2 Al u� Al ■ Al ET Al D° B2x12 BEAM W/ (2)-2x4 SPF#2 TOP PLATE TO SUPPORT STAIR LANDING. REFER TO DETAIL 1/S5C. Al STOP (2)-2x4 SPF#2 TOP PLATE, ALLOWING BEAM TO PASS Al BELOW FLOOR TRUSSES. REFER TO DETAIL 1/S5C. Al 1 19 5 V ■ 5C FLOOR SHEATHING & NAILING PER PLAN. FLOOR TRUSSES — PER PLAN. 91-411 N,Y/�. A.F.F. (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 Cil NAIL (2)- 2x4 SPF#2 TOP PLATE TO TO THE TOP OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d NAILS @ 8" O.C. & 2" FROM EA. END. (2) 2X12 SYP#2 BEAM W/ 1/2" FLITCH PLATE. — BUCKET TO HEADER W/ HUC410 HANGER W/ (18)-16d NAILS &(10)- 10d NAILS. BUCKET OPPOSITE END TO CMU WALL WITH HUC410 W/ (18) 1/4" x 2-3/4" TAPCONS & (10) 1 O NAILS. 1 (2) 2x4 SPF#2 JACK STUDS & (1) 2x4 SPF#2 — KING STUD, NAILED PER HEADER SCHEDULE. STAIR FRAMING DETAIL SHALL BE STOPPED 6U WHERE INDICATED ON , THE FRAMING PLAN ti ALLOWING THE BEAM TO N PASS UNDER THE FLOOR Z TRUSSES. p I�- (2) 2X12 SYP#2 BEAM W/ o LU 1/2" FLITCH PLATE. REFER _ TO FRAMING PLAN FOR (0Uj BEAM CONNECTIONS. W © Q MIN. 2x8 SYP#2 JOISTS @ O C) 16" O.C.W/ A35 ANGLES OR C7 LUS26 HANGERS EA. END. "11�0 J REFER TO DETAIL ST01/ST1 FOR ADDITIONAL STAIR FRAMING INFORMATION H2x12 HEADER PER PLAN co NOT SHOWN THIS DETAIL FOR CLARITY. 3/4"=1'-0" 2x4 SPF#2 WALL W/ S' O.C. MAX 2x4 SPF#2 NON-BEARING WALL PER PLAN. (2) 2X8 SYP#2 BEAM W/ 1/2" FLITCH PLATE. BUCKET TO COLUMNS ON EA. END WITH HUC48 w/ (14) 16d NAILS & (6) 10d NAILS. i EXTERIOR WALL FRAMING AND CONNECTIONS PER ®®®arna'n'iw PLAN (NOT SHOWN THIS I 00 I DETAIL FOR CLARITY) "I 01-83/411 U_2x8 SYP#2JOISTS @ 16" O.C.W/ A35 ANGLES TO �.°�®•® '•.• Z GIRDER TRUSS A.F.F. BEAM & LEDGER AT EA. M m U O: Q U ®Z -?--� = ca PER PLAN END. LLI J :0 W W . o o� p;uJ p NAIL (2)- 2x4 SPF#2 TOP _ PLATE TO THE TOP OF THE 2x12 BEAM. NAIL EA. Q PLY W/ (2) ROWS 10d NAILS @ 8" O.C. & 2" FROM EA. END. TOP PLATE W p u� SHALL BE STOPPED 6U WHERE INDICATED ON , THE FRAMING PLAN ti ALLOWING THE BEAM TO N PASS UNDER THE FLOOR Z TRUSSES. p I�- (2) 2X12 SYP#2 BEAM W/ o LU 1/2" FLITCH PLATE. REFER _ TO FRAMING PLAN FOR (0Uj BEAM CONNECTIONS. W © Q MIN. 2x8 SYP#2 JOISTS @ O C) 16" O.C.W/ A35 ANGLES OR C7 LUS26 HANGERS EA. END. "11�0 J REFER TO DETAIL ST01/ST1 FOR ADDITIONAL STAIR FRAMING INFORMATION H2x12 HEADER PER PLAN co NOT SHOWN THIS DETAIL FOR CLARITY. 3/4"=1'-0" 2x4 SPF#2 WALL W/ S' O.C. MAX 2x4 SPF#2 NON-BEARING WALL PER PLAN. (2) 2X8 SYP#2 BEAM W/ 1/2" FLITCH PLATE. BUCKET TO COLUMNS ON EA. END WITH HUC48 w/ (14) 16d NAILS & (6) 10d NAILS. F V I M ®®®arna'n'iw 0 00 "I 01-83/411 U_2x8 SYP#2JOISTS @ 16" O.C.W/ A35 ANGLES TO �.°�®•® '•.• Z A.F.F. BEAM & LEDGER AT EA. M m U O: Q U ®Z -?--� = ca END. LLI J :0 W W . o o� p;uJ p _ "11�0 J REFER TO DETAIL ST01/ST1 FOR ADDITIONAL STAIR FRAMING INFORMATION H2x12 HEADER PER PLAN co NOT SHOWN THIS DETAIL FOR CLARITY. 3/4"=1'-0" 2x4 SPF#2 WALL W/ S' O.C. MAX 2x4 SPF#2 NON-BEARING WALL PER PLAN. (2) 2X8 SYP#2 BEAM W/ 1/2" FLITCH PLATE. BUCKET TO COLUMNS ON EA. END WITH HUC48 w/ (14) 16d NAILS & (6) 10d NAILS. --- 2x8 SYP#2 LEDGER W/ Q ATTACH B2x12 BEAM TO i F1 as (4) 12d NAILS TO EA. z �*i ®®®® ®®®®®® ® _j6.e. CMU USING HUC410 W/ (10) 2 STUD @ 16 O.C. MAX o U- 1Od NAILS & (18) 1/4"x2-3/4" A D z ®91Sl11law®®� TAPCONS ■ B TRUSSES PER PLAN. FALSE FRAMING BY p N NOTE: COLUMN BUILDER. O U ° ATTACH BEAM TO CMU - - -- FT3 TO SUPPORT USING HUC410 W/ (10) 10d - ---- LANDING BEAMA • 'W 'a�, "e NAILS & (18)1/4"x2-3/4 ®---___- A ONLY('�2STAIR LANDING DETAIL W g ° TAPCONS-------- `n T-- -� o =- ---- ��_ 3/4"=1'-0" B2x12 BEAM W/ (2)-2x4s`� SPF#2 TOP PLATE TO ® ��� _ I Qcc D LL < ° Q SUPPORT STAIR LANDING. 0 O _jZ 411 REFER TO DETAIL 1/S5C. :70 CL Z . 2 LL U_ - a o j UW ■ z [Z W (� W FO C, Q �[[ �- h- D i N-- N 01 N N N N N N -- LL Q 06 �Q��� Q U_ LL LL LL LL LL LL () fA Z " N F6 ry F= __ wpm W a O C� C� C Z> M co G ■ 1 D03 Lu Q ZQO-ju 0 N F6 i SD1 I— n/ =0�"p� o H2x8 LJ.. --- ------ E_— W U_ ilk� 8 � W0 1 FT4 E Ih__—� i� W z0=zWZ E BW1 D03 0 0 < W :¢ X: BW1 SD1 z Q=�W-�a ,- 1g g p ® F4 t I� -_ p W Z S O Leri v W LL. a S1 ti BW12x4 SYP #2 BLOCKING @ 16" O.C. ¢ � D F4 ATTACH EACH END TO TRUSSES F1 z W/ (3) 12d TOE -NAILS. ATTACH S1 BLOCKING TO WALL BELOW W/ D O V L F4 D03 SIMPSON DTC CLIP F1 a Z C4 SD1 F1 0 H ® E 4 18 FT2 D 2 F D02 S1 D D 9 s1 D1 She D IrE F4A D2 2 E1 *D7 F1 FO 3 D D3 D E2 TYP. @ ENTRY U.N.O.PT 1 1 CJ4 CJ5 z a_Udi o W W W z � W � z O W W= O W F_ W z �Uj(Is Cy 3 CJ C) Cn 0 = A CJ .yam O W V) Q CJ3 ��1 £J3 p O � r, W a a --- _7S C4 U 0 CO CJ1U U U U Cil BLDG DESIGN: --- • • STRUCTURALENG: MCD W DRAFTING -DESIGN: --- U-STRUCT: --- MR/MB -- U U QC CHECK: CC U JOB No. PSQ-2180131 SCALE: AS INDICATED W DATE: 02/08/18 FIRST FLOOR FRAMING PLAN z NOTE: NNECTOR LEGEND 1�4"= -011 SEE PAGE S6 FOR NOTES AND CO S5C COPYRIGHT MCD copyrighted 2015: The information contained in this document is co ri hted 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, LCC is strictly prohibited. F V I M ®®®arna'n'iw 0 00 "I 01-83/411 U_2x8 SYP#2JOISTS @ 16" O.C.W/ A35 ANGLES TO �.°�®•® '•.• Z A.F.F. BEAM & LEDGER AT EA. M m U O: Q U ®Z -?--� = ca END. LLI J :0 W W . o o� p;uJ p _ --- 2x8 SYP#2 LEDGER W/ Q ATTACH B2x12 BEAM TO i F1 as (4) 12d NAILS TO EA. z �*i ®®®® ®®®®®® ® _j6.e. CMU USING HUC410 W/ (10) 2 STUD @ 16 O.C. MAX o U- 1Od NAILS & (18) 1/4"x2-3/4" A D z ®91Sl11law®®� TAPCONS ■ B TRUSSES PER PLAN. FALSE FRAMING BY p N NOTE: COLUMN BUILDER. O U ° ATTACH BEAM TO CMU - - -- FT3 TO SUPPORT USING HUC410 W/ (10) 10d - ---- LANDING BEAMA • 'W 'a�, "e NAILS & (18)1/4"x2-3/4 ®---___- A ONLY('�2STAIR LANDING DETAIL W g ° TAPCONS-------- `n T-- -� o =- ---- ��_ 3/4"=1'-0" B2x12 BEAM W/ (2)-2x4s`� SPF#2 TOP PLATE TO ® ��� _ I Qcc D LL < ° Q SUPPORT STAIR LANDING. 0 O _jZ 411 REFER TO DETAIL 1/S5C. :70 CL Z . 2 LL U_ - a o j UW ■ z [Z W (� W FO C, Q �[[ �- h- D i N-- N 01 N N N N N N -- LL Q 06 �Q��� Q U_ LL LL LL LL LL LL () fA Z " N F6 ry F= __ wpm W a O C� C� C Z> M co G ■ 1 D03 Lu Q ZQO-ju 0 N F6 i SD1 I— n/ =0�"p� o H2x8 LJ.. --- ------ E_— W U_ ilk� 8 � W0 1 FT4 E Ih__—� i� W z0=zWZ E BW1 D03 0 0 < W :¢ X: BW1 SD1 z Q=�W-�a ,- 1g g p ® F4 t I� -_ p W Z S O Leri v W LL. a S1 ti BW12x4 SYP #2 BLOCKING @ 16" O.C. ¢ � D F4 ATTACH EACH END TO TRUSSES F1 z W/ (3) 12d TOE -NAILS. ATTACH S1 BLOCKING TO WALL BELOW W/ D O V L F4 D03 SIMPSON DTC CLIP F1 a Z C4 SD1 F1 0 H ® E 4 18 FT2 D 2 F D02 S1 D D 9 s1 D1 She D IrE F4A D2 2 E1 *D7 F1 FO 3 D D3 D E2 TYP. @ ENTRY U.N.O.PT 1 1 CJ4 CJ5 z a_Udi o W W W z � W � z O W W= O W F_ W z �Uj(Is Cy 3 CJ C) Cn 0 = A CJ .yam O W V) Q CJ3 ��1 £J3 p O � r, W a a --- _7S C4 U 0 CO CJ1U U U U Cil BLDG DESIGN: --- • • STRUCTURALENG: MCD W DRAFTING -DESIGN: --- U-STRUCT: --- MR/MB -- U U QC CHECK: CC U JOB No. PSQ-2180131 SCALE: AS INDICATED W DATE: 02/08/18 FIRST FLOOR FRAMING PLAN z NOTE: NNECTOR LEGEND 1�4"= -011 SEE PAGE S6 FOR NOTES AND CO S5C COPYRIGHT MCD copyrighted 2015: The information contained in this document is co ri hted 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, LCC is strictly prohibited. _ I I!1111 1_L L Lt 1111 111 .11 1 I HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING FRAME TO CMU 1810 1810 �/ SPACING SPECIES TOP BOTTOM (plf) (1)ply 203! (2)ply 250( H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) BW1 16" SPF (2)12d (2)12d NO MID -SPAN PLATE NAILS& (18)4"x24" TAPCONS 16d NAILS w ON MASONRY: (1) SIMP. MSTAM24 TOENAILS TOENAILS UPLIFT 1245 H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS Bw2 82x12 WITH 1/2" FLITCH SP4 W1(6) SP4 W/1(6) 570 plf MID -SPAN 2 HTS20 W/(24)1 Od x 1 -1" NAILS 2 EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 16" ,SPF 10d x 12 NAILS 10d x 12 NAILS TO BEAM: SIMP. HUC410 w/(18)16d & H2x10 2)2x10 #2 SYP w/j" FLITCH PLATE � ATTACH KING STUD TO HEADER w/(10) 16d NAILS (2)1.75"x11.25" LVL 61 H2.5A w/(10)8d 5P4 W/(6) SP4 W/(6) 600 HO (3)2X4 SYP #2 BUILT UP STUD COLUMN BW3 16" SPF10d x 12" NAILS 10d x 12" NAILS 570 plf 3rd. PT. FRAME TO FRAME 860 1000 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) w/(2210d s8§" EPOXY ANCHOR wIMP. SET -XP EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965a O(2)2X8 SYP #2 BUILT UP STUD COLUMN 16d NAILS BW4 12 SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 4235 H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 10 HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 16d NAILS BW5 12" SPF SP4 W/(6) SP4 W/(6) 760 plf MID -SPAN J LL 10d x 12' NAILS 10d x 1.2' NAILS 11 HTSM16 w/(8)10d NAILS & (4) T'x 24" TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O8x8 SYP #2 POST 16d NAILS BW6 12" SPF SP4 W/(6) SP4 W/(6) 760 plf 3rd. PT. LL 0 O O ATTACH KING STUD TO HEADER w/(10) F1 3 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 10d x 11" NAILS 2 "NAILS 10d x 1'" NAILS 11 O3-1/2"x5-1/4" LVL COLUMN, H3.5x9.25 (2)1.75"x9.25" LVL NAILS 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf OR 3-112"x7" LVL COLUMN. BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 3-1/2"x9-1/2" LVL COLUMN, ATTACH KING STUD TO HEADER w/(12) H5.5x11.25 (3)1.75"x11.25" LVL 16d NAILS 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 OT 5-1/4"x5-1/4" LVL COLUMN. 17 BW8 16" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 664 plf MID -SPAN (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) H3x12 PLATE BETWEEN PLIES 16d NAILS 1$ LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 < X > T'xT' LVL COLUMN. HEADER SUPPORT SCHEDULE Bw9 16" SYP SP4 1.1 10d x 12" NAILS " SP4 11' 10d x 12' NAILS " 664 p1f Mrd. PT. OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END BW10 12" SYP (2) 12d (2) 12d NO MID -SPAN TOENAILS TOENAILS UPLIFT 2420 V-0" TO T-11" 1 1 22 SIMPSON MGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 885 plf MID -SPAN 4'-0" TO T-11" 2 2 8'-0" TO 9'-11" 2 3 BW12 12" SYP SP4 W/(6) SP4 W/(6) 885 plf 3rd. PT. SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 4x4: ABU44 w/(12)16d NAILS & $"' EPDXY ANCHOR WMIN. 1 • ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 10d x 12" NAILS 10d x 12' NAILS AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP: LSTA18(14) @ 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 10'-0" TO 12'-0" 3 4 FOR 2 -PLY U.N.O. ON PLAN STANDARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2,5A CONNECTOR. IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. >TANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. Sd 131" x 22" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 10d BW13 16 SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12" NAILS 280 plf MID -SPAN �+ STANDARD HEADER NOTES @ 32"o.c. @ 32"o.c. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF � 10d x 12„ NAILS 1 10d x 12„ NAILS 380 plf MID -SPAN APPROVAL FROM E.O.R. @ 24"o.c. @ 24" O.C. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. STANDARD BEARING WALL W/STRAPS NOTES 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2 FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3, CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2' J -BOLTS OR EPDXY 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ANCHOR W/ WASHER@ 6"FROM EA. END OF BASE PLATE &WALL OPENINGS & $. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FORMORE INFO, ANCHORS. ROOF NOTES. 8 S TO THE ARE REQ'D. IF BRG. SW W7 OR BW10. THESEION WALLNO SITIONAL INDICATED BWINBW4I BNWALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. 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 ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. EDITION). SEE COVER SHEET NOTES FOR MORE INFO &,STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. QQ T� WALL NAILING SHEATHING NOTE Ev ROOF a /� 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGYBACK TRUSSES AND VALLEY ROOFS: TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 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 PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY, STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILS: ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, BUILDER NOTE. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. THE TRUSS MANUFACTURERS COLUMN SCHEDULE CONNECTOR SCHEDULE <�> (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES SPF(Ib) VALUES SYP(Ib) Og (3)2X4 SPF #2 BUILT UP STUD COLUMN B2x8 HETA16 w/(9) 10dxl 2" NAILS OR HETA20 w/(9) 10d x 12" NAILS FRAME TO CMU 1810 1810 �/ (4)2X4 SPF #2 BUILT UP STUD COLUMN WITH (3) 10d TOENAILS. (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 12' NAILS (2)ply TRUSS (12) 16d x 12' NAILS FRAME TO CMU (1 )ply 2035 (2)ply 2500 (1)ply 203! (2)ply 250( D� U (2)2X6 SPF #2 BUILT UP STUD COLUMN a H10A w/(18)10d x 11" NAILS OR (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A 1015 H10A-2 1070 H10A 134( H10A-2 12� O (3)2X6 SPF #2 BUILT UP STUD COLUMN PLATE NAILS& (18)4"x24" TAPCONS w ON MASONRY: (1) SIMP. MSTAM24 HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 F OO (2)2X8 SPF #2 BUILT UP STUD COLUMN (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS 2 HTS20 W/(24)1 Od x 1 -1" NAILS 2 EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 O(AT (3)2X8 SPF #2 BUILT UP STUD COLUMN TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11. (2)1.75"x11.25" LVL 61 H2.5A w/(10)8d FRAME TO FRAME 535 600 HO (3)2X4 SYP #2 BUILT UP STUD COLUMN z MTS12 w/(14)10d x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 J OMG (2)2X6 SYP #2 BUILT UP STUD COLUMN w/(2210d s8§" EPOXY ANCHOR wIMP. SET -XP EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965a O(2)2X8 SYP #2 BUILT UP STUD COLUMN 0 co Q HTT4 w/(18)16d x 22" NAILS & a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 O 4x4 SYP #2 POST 10 HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 /'� O <8> 6x6 SYP #2 POST J LL `\/ 11 HTSM16 w/(8)10d NAILS & (4) T'x 24" TAPCONS FRAME TO CMU 1010 1175 O8x8 SYP #2 POST 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 O3-1/2"x3-1/2" LVL COLUMN. LL 0 O O F1 3 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 O3-1/2"x5-1/4" LVL COLUMN, U) F.. 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf OR 3-112"x7" LVL COLUMN. 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 3-1/2"x9-1/2" LVL COLUMN, 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 OT 5-1/4"x5-1/4" LVL COLUMN. 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 OV 5-1/4"x7" LVL COLUMN. w D 1$ LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 < X > T'xT' LVL COLUMN. 19 HTT4 w/(18) 16d x 22' NAILS w/8' EPDXY ANCHOR w/SIMP. SET EPDXY MIN, 7" EMBEDMENT -AT LVL / PSL COLUMNS USE 1$ #10x1-1/2" SD SCREWS INSTEAD OF NAILS COLUMN TO FTG. 3640 4235 YO 3 1/2" X 11 7/8" LVL COLUMN 20 (3)HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 O 51/4-1 1/4" X 9 1/2" LVL COLUMN 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 STANDARD COLUMN NOTES 22 SIMPSON MGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. LU 0 00 z GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. zz NVERTED HU05 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS Uti e O ® 111111111\ L1 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 4x4: ABU44 w/(12)16d NAILS & $"' EPDXY ANCHOR WMIN. 1 • ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) 8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP: LSTA18(14) @ 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN STANDARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2,5A CONNECTOR. IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. >TANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. Sd 131" x 22" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 10d 148 x 3 STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 21001bs, CONTACT E.O.R. FOR FURTHER REVIEW. 12d 14$" x 34' FLOOR FRAMING NOTES 16d .162" x 32' 8d RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED &ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). TAG I BEAM SIZE BEAM SCHEDULE CONNECTIONS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 83.5x11. (10) 10d NAILS 875 (2)1.75°x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)14"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 25x16 (3) 1.75"x16" LVL . U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 133.540 (2) 1.75"40" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH APA SHEATHING NOTE: TO POST: SIMP. HTS20 OR MSTA18 FLOOR. NAILING NOTES 0 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" -DESIGN: --- PLATE TAPCONS AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES WITH (3) 10d TOENAILS. ON MASONRY: (1) SIMP. MSTAM24 SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD, CONNECTOR L TO POST: SIMP. HTS20 OR LSTA18 JOB No. PSQ-2180131 TO BEAM: SIMP. HUC410 w/(18)16d & x (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP: HU410 OR HUC410 w/(10)10d PLATE NAILS& (18)4"x24" TAPCONS w ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 O U TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11. (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 25 NAILS & (18)4"x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 83.5x11. (10) 10d NAILS 875 (2)1.75°x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)14"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 25x16 (3) 1.75"x16" LVL . U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 133.540 (2) 1.75"40" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO.�+ FLOOR. NAILING NOTES 0 LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED STRUCTURALENG: MCD NOTES ---- STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END -DESIGN: --- NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL w AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES WITH (3) 10d TOENAILS. SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD, CONNECTOR L 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, LCC is strictly prohibited. F0 0 � I 0 z O ] 0 STRUCTURALENG: MCD DRAFTING: -DESIGN: --- w -STRUCT: MR/MB QC CHECK: CC JOB No. PSQ-2180131 S x DATE: 02/08/18 w F'- ❑ < O U 0 z o J 0 co et LO0 O J LL w z M Z LL 0 O O U) F.. Z O dLij U) w D O W Q (n LUz n. LU 0 00 z ®�igvj cr) O ©i .3: J Z o w � F_�; Z 0 C6 z Q .• w Q LU zz _ Uti e O ® 111111111\ L1 LL U U Z D z i z z Z i O W W WVn (Dw CO r-- O od 0(n�rn P W - N a- c (7 III cl Ml ,c J ZQO_jU_W N � c =0�0�� ❑=zwz E ZPWRO7 W Z z�OM W _ LL �0 p O Z CV O -0 W> W a 2 W W O W u ZpW (� Z W IL 0 Cl)�0= Uj �d a ] O r0. LL' n [L N _. S6 ] BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: --- - -STRUCT: MR/MB QC CHECK: CC JOB No. PSQ-2180131 S SCALE: AS INDICATED DATE: 02/08/18 S6 II 0 1!11Il 1 _L11L 11111 1 I _ 1 1 1 1 N1 111 _ _ _ (FOR AC CLOSET BEAM ATTACHMENT, REFER TO DETAIL 2/S5C) (FOR AC CLOSET BEAM ATTACHMENT, REFER TO DETAIL 2/S5C) WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTE = 11'-4" T.O.M. IF REFERENCED ON SHEE S4). VERIFY HEIGHT W/ = KNEE WALL TOP ARCHITECTURAL PLANS @ 11'4' U.N.O. EXTERIOR FRAME WALL SCHEDULE (PARK SQUAF WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE 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 #142 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 #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE 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 - WS06/SD5 (STRAPS/BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM - WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW 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 WF1OAT 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. ROOF FRAMING PLAN, NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 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, LCC is strictly prohibited. ----- = Z i O i CL > U W 3 ❑ � W ) j ®,oalllllldd(�'� � P o - oul 00 +(.� o �-- .,�' C9 -� OC,)� Ujo } co ILL U ° z g U i .J z am z C7 ti i W Y WUtiw i 7 L 06 _j �� o W - 0 M C: Z F- z > oo ti o LL =)w 0XV J LL Z¢0�:2LI1 0 I 1=o=Zwz E Ozl-WZO I— UQQX<� i W 0LL0 CO W �J z� o �o. ._.. � V - W) Z N i Q J W W 0UjW n _ O LU W Z a LU U Coo 0 X � W to p O � h°0„ Z i LL ii CM .... i j BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR/MB . ...-...._... _.._.._ ] QC CHECK: CC JOB No PSQ-2180131 S SCALE: AS INDICATED J DATE: 02/08/18 S7C a W '' • .d � � • . - ..�,�i+ � .r. i.w. • + � � moi. fir° . LLJ �+ z ENTIRE COLUMN TO g BE GROUT FILLED w U.N.O. U) � d a 1. 4 v n .* di PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: SEE MD08 ON LINTEL PLAN VERTICAL REINFORCEMENT DETAIL 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 1/2"= 1 1-01, 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/ 4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER (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 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 i JOINING UP TO MAIN HOUSE y WALLS SHALL BE ATTACHED I (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN WALL STUDS W/ (2)-16d NAILS WALLS SHALL BE I FOR BEAM SIZE (ONLY @ 12" O.C. ATTACHED TO MIN.I IF OPENING PROVIDED MIN. 2x4 SPF #2 KNEE WALL (2) 2x #2 SYP SEE PLAN WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE STRUCTURAL SHEATHING (2)-16d NAILS @ 12" I 2x4 SPF #2 KNEE WALL ON BOTH SIDES FROM TOP I BUILDER FRAME OF WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER 1/2" x 8" ANCHOR BOLT i SHEATHING FROM NAILING SCHEDULE OR TITEN HD @ 32" TOP OF WALL TO OTHERWISE SP2 CLIPS O.C. & 6" FROM EACH BOTTOM OF WALL. EACH STUD TO DOUBLE TOP END ;• ATTACHED PER PLATE AND SP1 CLIPS EACH 2x PT BOTTOM NAILING SCHEDULE STUD TO BOTTOM PLATE PLATE OTHERWISE SP2 CLIPS (�FOh KNEEWALL AT DOWNSET BEAM 3/4"=1'-0" SEE ROOF SHEATHING, PLAN NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD PRE-ENGINEERED ROOF TRUSS SEE SHEATHING PER PLAN TYP: TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES (2) 2x PLATE FRAME OUT TO BLOCK EDGE AS REQ'D 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. I MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE 6FO KNEEWALL AT UPSET BEAM (2) 2x BUILT-UP COL. 2x BLOCKING W/ — (2) 12d NAILS @ EACH END SIMPSON LSTA30 W/ (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ,--- (2) 2x TOP PLATE STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN EDGE BEAM INTO LONG SPAN AS INDICATED ON BEAM LAST STUD OF SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN KNEE WALL JOINING I (2) 2x TOP PLATE STRAP IS NOT REQUIRED. UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN PT. POST (AS NOTED) WALLS SHALL BE I FOR BEAM SIZE (ONLY EXT. AS NOTED ATTACHED TO MIN.I IF OPENING PROVIDED LAP BEAM PLYS AND (2) 2x FULL HEIGHT I PER PLAN) NAIL AS SHOWN (5) WALL STUDS W/ 0.131 x 3 1/4" NAILS (2)-16d NAILS @ 12" I 2x4 SPF #2 KNEE WALL PER PLY O.C. W/ STUDS @ 16" O.C. HTS20 CLIP FROM W/ STRUCTURAL POST TO BEAM 1/2" x 8" ANCHOR BOLT i SHEATHING FROM EXTERIOR BEAM AS OR TITEN HD @ 32" TOP OF WALL TO NOTED PLAN VIEW @ TOP OF POST O.C. & 6" FROM EACH BOTTOM OF WALL. W/(1) #5 REBAR VERT. END ;• ATTACHED PER 2x PT BOTTOM NAILING SCHEDULE x 3 1/4" PLATE OTHERWISE SP2 CLIPS 0 PRECAST LINTEL OR �. ° .' EACH STUD TO BEAM .0. KNOCK OUT COURSE "• ABOVE AND SP1 CLIPS (CD�01 CORNER COLUMN FRAMING EACH STUD TO n w NQ MASONRY WALL BOTTOM PLATE BEARING WALL LOCATIONS. fi FO KNEEWALL AT MASONRY WALL 3/4"=1'-0" w CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN FRAMING PLAN FOR BEAM INTO LONG SPAN AS INDICATED ON BEAM i u- \ SEE FOUNDATION o j SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN m �- STRAP IS NOT REQUIRED. ' PT. POST (AS NOTED) CORNER CONDITIONS EXT. AS NOTED 3/16" LAP BEAM PLYS AND 191, NAIL AS SHOWN (5) AllEXTERIOR SHEATHING 0.131 x 3 1/4" NAILS �4 LI INFO PER PLY 2 HTS20 CLIP FROM a W/ 3000 psi CONC. d I POST TO BEAM TALLER STUD) EXTERIOR BEAM AS 2x4 NOTED PLAN VIEW @ TOP OF POST x 3 1/4" W/(1) #5 REBAR VERT. PT POST (AS NOTED) ABU POST BASE x 3 1/4" (AS NOTED) 0 5/8" THREADED ROD w/ .0. NUT SET IN ADHESIVE (CD�01 CORNER COLUMN FRAMING z LU 13 w ti 0 N z FRAMING PLAN FOR O i u- \ SEE FOUNDATION o j E m �- 3/16" ' 0 LU CORNER CONDITIONS \ o i i PLAN FOR ADDITIONAL 3/16" x 2 1/4" 191, , TYPICAL FILLED CELL AllEXTERIOR SHEATHING STRAP AROUND �4 LI INFO 12" O.C. 2 a W/ 3000 psi CONC. d I SEE PLAN FOR NAIL PER PLAN TALLER STUD) �, 0 SIDE VIEW @BASE OF POST 2x4 3/16" x 3 1/4" W/(1) #5 REBAR VERT. W 3/16" x 3 1/4" Q VERIFY W/ PLAN FOR SEE FRAMING PLAN FOR REQ'D LOCATIONS 2x BRG WALL, SEE0 x 3 1/4" (CD�01 CORNER COLUMN FRAMING 2 n w NQ BEARING WALL LOCATIONS. PLAN FOR STUD SIZE & w WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE o Q SPACING. MIN (2) 2x SEE FLOOR PLAN FOR �_ 3/4 -1-0 $ g o 4; SCHEDULE FOR REQUIRED PER PLAN UNDER GIRDER TRUSS U.N.O. O C) ♦^ 90 D CONNECTIONS, STUD V J 0 SPACING, AND BLOCKING (4) EQ. SPACED 2' TITEN HD ANCHORS W/ PRE-ENG.TRUSS PER S°9 �� I" REQUIREMENTS . < MIN. 1 a EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID z h' PLAN, 24 O.C. MAX cn � o Z e =JD• m „d SIMPSON LSTA24 EACH (2) 2x TOP PLATE ROOFING MATERIAL 0 2x BLOCKING BLOCK. MAX. 6" FROM TOP AND BOTTOM STUD -_ PER ARCHS ' I' ' MAIN FLOOR I OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" �� 2x BRG WALL, SEE ATTACH 2x TO U_ W FROM TOP AND BOTTOM AND 12" O.C. PRE -ENG. ROOF BUILT-UP W/(2) 5 M 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR W U h BETWEEN PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS FOR CONNECTION O 0 w p U T �- � E 0 PT BASE PLATE SPACING. MIN (2) 2x R GIRDER TRUSS SEE PLAN FOR STAGGERED @ 8" O.C. INFO Q SEE ELEVATION U J J °' _ uj Ci - p N U.N.O. CONNECTIONTOP O V. OF MASONRY w Q w z 7 1'r - Z Q z> co MIN 2x4 STUDS @ 16" )0 BEARING/ SHEARWALL CONNECTION TO CMU F1 SECTION DOUBLE BEARING fiFlkSTEP @ BEARING FRAME WALL SEE ARCH PLANS FOR Cn -� O o >= o ` • 3/4"=1'-0" .> . OVERHANG INFO W W J U u a 0 4 �' c 4 0� 2 o 3/4"=1'-0" 3/4""=1.-0.. 0 P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. ~ Z Z Z Ozl-wY0 E MAI N SPAN ROOF J ILLLU W Q�tQ=iWQ-id 0 FOR O.H. 0 i'� W Z i 0 TYP. SINGLE TIE -BEAM V 2x P.T. PLATE W/ (1) #5 CONT. v = M Z U)SCHEDULE GROUT SOLID ILL 0 O 0 EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS PRE-ENGINEERED w O U) I. - o BLDG DESIGN: --- z O LL 1/2" x 8" A.B. OR TITEN HD @ 32" I I`i STRUCTURAL ENG: MCD 0 U O.C. & 6" FROM EA. END, �_ - MASONRY WALL PER ww w CO 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PLATE CL W -DESIGN: --- OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS W C) SEE FOUNDATION -STRUCT: MR/MB - _._UC __ -- --- - (FASTENING) ARE MET. (SEE SCHEDULE) DETAILS FOR FTG INFO � QC CHECK: CC 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID O TOP KNOCK OUT F— - ---- -- GROUTED CMU. W COURSE W/ (1) #5 • MASONRY WALL PER CO JOB No PSQ-2180131 - ..._ .... - W CONT. PLAN :!- SCALE: AS INDICATED T 10 2x BUCK DETAIL F1 KNEEWALL ABOVE MASONRY WALL LU Q llilll/�8��' LLj ZZ CL 00 ®®••e•®s®•®• 'jam UJ ��®1� 0 0 4�s01 TYPICAL ONE STORY CMU WALL SECTION «z 'UjT 0:O w F- c� o � IJj Q Z • z k• - n D Q � % • ti� w ® ®••®• V�" - ®�0 O °a FRAMING PLAN FOR 22 10d NAILS ALL ( i u- \ SEE FOUNDATION o j r�'pslrar®® m �- 3/16" ' SPACING CORNER CONDITIONS \ o i i PLAN FOR ADDITIONAL 3/16" x 2 1/4" 191, , TYPICAL FILLED CELL AllEXTERIOR SHEATHING STRAP AROUND �4 LI INFO 12" O.C. 2 a W/ 3000 psi CONC. d I SEE PLAN FOR NAIL PER PLAN TALLER STUD) �, 0 SIDE VIEW @BASE OF POST 2x4 3/16" x 3 1/4" W/(1) #5 REBAR VERT. CONNECTION 3/16" x 3 1/4" Q VERIFY W/ PLAN FOR SEE FRAMING PLAN FOR REQ'D LOCATIONS 2x BRG WALL, SEE0 x 3 1/4" (CD�01 CORNER COLUMN FRAMING 2 n w NQ BEARING WALL LOCATIONS. PLAN FOR STUD SIZE & w WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE SEE BEARING WALL CMU WALLAS REQ'D SPACING. MIN (2) 2x SEE FLOOR PLAN FOR �_ 3/4 -1-0 $ g o 4; SCHEDULE FOR REQUIRED PER PLAN UNDER GIRDER TRUSS U.N.O. MORE BRG. WALL INFO H ♦^ 90 D CONNECTIONS, STUD V J U SPACING, AND BLOCKING (4) EQ. SPACED 2' TITEN HD ANCHORS W/ PRE-ENG.TRUSS PER S°9 �� I" REQUIREMENTS . < MIN. 1 a EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID 2x BLOCKING h' PLAN, 24 O.C. MAX cn � o Z e =JD• m „d SIMPSON LSTA24 EACH (2) 2x TOP PLATE ROOFING MATERIAL OF BUCK. 2x BLOCKING BLOCK. MAX. 6" FROM TOP AND BOTTOM STUD -_ PER ARCHS ' I' ' MAIN FLOOR I OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" �� 2x BRG WALL, SEE ATTACH 2x TO U_ W FROM TOP AND BOTTOM AND 12" O.C. PRE -ENG. ROOF BUILT-UP W/(2) SEE FRAMING PLAN z 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR W U h BETWEEN PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS FOR CONNECTION O 0 w p U T �- � E PT BASE PLATE SPACING. MIN (2) 2x R GIRDER TRUSS SEE PLAN FOR STAGGERED @ 8" O.C. INFO Q SEE ELEVATION U J J °' _ uj Ci - p N U.N.O. CONNECTIONTOP O V. OF MASONRY w Q w z 7 1'r - Z Q z> co MIN 2x4 STUDS @ 16" )0 BEARING/ SHEARWALL CONNECTION TO CMU F1 SECTION DOUBLE BEARING fiFlkSTEP @ BEARING FRAME WALL SEE ARCH PLANS FOR Cn -� O o >= o ` • 3/4"=1'-0" .> . OVERHANG INFO W W J U u a 0 4 �' c 4 0� 2 o 3/4"=1'-0" 3/4""=1.-0.. P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. ~ Z Z Z Ozl-wY0 E MAI N SPAN ROOF U RE. ELEV. 0 W Q�tQ=iWQ-id 0 FOR O.H. 0 i'� W Z i 0 TYP. SINGLE TIE -BEAM V 2x P.T. PLATE W/ (1) #5 CONT. v = O 0 .- �•� PLAN FOR MORE INFO U)SCHEDULE GROUT SOLID z EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS PRE-ENGINEERED w O PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING 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" 191, 1x8 3/16" x 2 1/4" 12" O.C. 2 (TYP). 2x4 3/16" x 3 1/4" 12" O.C. 1 3/16" x 3 1/4" 191, 2x8 3/16" x 3 1/4" 12" O.C. t 2 TRUSSES PER PLAN @ �'`'-- Q 2 Z N 24" 0. C. MAX. DOUBLE 2x TOP PLATE WINDFLOPLAN OW PER> z O 0 TYP. TRUSS TO FRAME Es Q 'J CONNECTION PER STD IF REQ'D, PROVIDE p (j) > LLI o CONNECTION NOTES CLOSURE WALL w/ -j W W SINGLE TOP AND BASE PRECAST CONC. OR z ,� -J > EXT. SHEATHING ATTACHED �� PLATE w/ (2) 16d NAILS POWERS STEEL SILL 0 W LW n PER NAILING SCHEDULE FROM I TO TRUSS. STUDS @ TYP. @ALL WINDOWS w TOP OF KNEEWALL TO BOTTOM I I I 24" O.C. & EXT. W W OR SP2 CLIPS AT TOP AND SPI ( SHEATHING INSTALLED ' p Z 22 N 44 .; �--- SIZE AND LOCATION PER PLAN NOTES: CLIPS AT BASE ARE REQ'D. I I PER NAILING PATTERN I : a EXT FINISH PER PLAN z Q W L3. (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (n WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4; I— ar �( 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE �� U U) 0 d MASONRY WALL PER OF BUCK. 2x BLOCKING -_ — CRICKETAS REQUIRED ' I' ' MAIN FLOOR 0 F - � Z PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR ELEV 0'-0" p 0 � EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16" ` • nom„ P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. O/C MAI N SPAN ROOF GONG. SLAB - `. SEE FOUNDATION VERT REINF. BEYOND 0 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 2x P.T. PLATE TRUSS �•� PLAN FOR MORE INFO U)SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS o BLDG DESIGN: --- STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. 1/2" x 8" A.B. OR TITEN HD @ 32" I I`i STRUCTURAL ENG: MCD MAX. 2 PLIES OVER INITIAL P.T. BUCK. O.C. & 6" FROM EA. END, �_ - MASONRY WALL PER ww DRAFTING: 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PLATE I I- PLAN -DESIGN: --- OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS UPLIFT CONNECTOR SEE FOUNDATION -STRUCT: MR/MB - _._UC __ -- --- - (FASTENING) ARE MET. (SEE SCHEDULE) DETAILS FOR FTG INFO � QC CHECK: CC 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID TOP KNOCK OUT F— - ---- -- GROUTED CMU. COURSE W/ (1) #5 • MASONRY WALL PER CO JOB No PSQ-2180131 - ..._ .... - 6. WINDOW OR DOOR INSTALLATION BY OTHERS CONT. PLAN :!- SCALE: AS INDICATED 10 2x BUCK DETAIL F1 KNEEWALL ABOVE MASONRY WALL Q - - --._. DATE. 02/08/18 4�s01 TYPICAL ONE STORY CMU WALL SECTION -011 w 3/4"=1'-0"' CIO SD1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of. MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. a: 22 N 44 .; SIMPSON , , 1-11 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" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D I SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D -- SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE MAINTAIN 3 1/4" H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED TRUSS BOT. CHORD (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4",< H44' STRONGBACK W/ (1) 2x4 BRACE CLEARANCE BETWEEN STRONGBACK W/ (2) 2x4 BRACE 1/2" J -BOLTS w/ PLAN ATTACH PER BEARING WALL PER SIMPSON DTC @ 4$" INSIDE FACE OF CMU SPACING TO 24'" O.C. NAILING SCHEDULE PLAN. STUDS @ 24" WASHERS (MIN. 6" 2x4 SYP #2 BRACING @ �p @ WALLS CARRYING -=� AND CENTERLINE OF NAILS (MAX. 4 AEACH EMBED) MIN. 6" FROM END AND 32" 24" O.C. FOR FALSE BM SPACING TO BE VERTICAL GAP w J -BOLT USING 1/2" J -BOLTS OR DOOR SHELVING_ EPDXY ANCHOR @ 6" O.C. MAX. ATTACHMENT w/ (3) 1 O FROM EA. END OF BASE OPENING � OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG 16" O.C. MAX. @ BLOCK & TRUSS z TOENAILS EA. END EMBED. MUST BE 7" MIN. BELOW STEP U) SIMPSON DTC @ EACH 2x8 P.T. PLATE, CANT. LOCATIONS CARRYING BOTTOM CHORD/ 1st KING STUD INTO HEADER Q M 2 toILI 2x TOP PLATE TO BEARING WALL PER HORIZONTAL BLOCK J U_ LOADS SUCH AS FOR CLG. NAILING BEARING WALL js�Y GABLE END W/ 16d SCHEDULE ON NOTES & PLAN. STUDS @ 24" LOCATION. ATTACH 1N/ SURFACE REDUCE DTC SPACING �,o mNAILS @ 6" O.C. O.C. MAX. STUD (6) 8d NAILS (MAX. 4' PROVIDE 16d NAILS SHELVING. TO 24" O.C. FOR 0 FRAMING FOR FALSE N SPACING TO BE GABLE END TRUSS TO a. U.1 =Z t - WALLS CARRYING BEAM, IF REQ'D w/ (3) PLATE @12" O.C. MAX. REDUCED DOWN TO BETWEEN 12" LONG HGA10 @ 32" O.C. 10d NAILS @ EA. HOLD TOP OF LOADS SUCH AS TRUSS BRACE `- 16" O.C. MAX. @ TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. NON -LOAD BEARING CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP FALSE BM PER PLAN BELOW PLATE w/ PLYWOOD IF REQ'D SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING**'k GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) \\ \ I I / �'__ - (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H.,6 T-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4",< H44' STRONGBACK W/ (1) 2x4 BRACE v0" 14'41 < H _18 -8 STRONGBACK W/ (2) 2x4 BRACE WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM 2x4 BRACE IF REQ'D SEE CHART. STRONGBACK TO DIAGONAL 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING 3/4"=1'-0" 2x4 SYP #2 BLOCKING H @ 48" O.C. MAX. W/ (3) TRUSSES AT 24" O.C. 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD END. REDUCE PLAN ATTACH PER BEARING WALL PER SIMPSON DTC @ 4$" SPACING TO 24'" O.C. NAILING SCHEDULE PLAN. STUDS @ 24" O.C. ATTACH W/ (6) 8d �p @ WALLS CARRYING -=� O.C. MAX. STUD NAILS (MAX. 4 ATTACHED TO FTG LOADS SUCH AS CABINETS OR HEAVY SPACING TO BE VERTICAL GAP USING 1/2" J -BOLTS OR DOOR SHELVING_ EPDXY ANCHOR @ 6" REDUCED DOWN TO BETWEEN 12" LONG FROM EA. END OF BASE OPENING PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG 16" O.C. MAX. @ BLOCK & TRUSS SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP TYP. NON -LOAD SIMPSON DTC @ EACH _ — LOCATIONS CARRYING BOTTOM CHORD/ 1st KING STUD INTO HEADER SP4 @ BASE OF EA. BEARING WALL PER HORIZONTAL BLOCK STUD U.N.O. SEE LOADS SUCH AS TRUSS BLOCKING.) BEARING WALL REQ'D. I SCHEDULE ON NOTES & PLAN. STUDS @ 24" LOCATION. ATTACH 1N/ CABINETS OR HEAVY REDUCE DTC SPACING — O.C. MAX. STUD (6) 8d NAILS (MAX. 4' SHELVING. TO 24" O.C. FOR N SPACING TO BE VERTICAL GAP U.1 =Z t - WALLS CARRYING REDUCED DOWN TO BETWEEN 12" LONG 0 O O HOLD TOP OF LOADS SUCH AS `- 16" O.C. MAX. @ BLOCK & TRUSS NON -LOAD BEARING CABINETS OR HEAVY ua LOCATIONS CARRYING BOTTOM CHORD/ WALL DOWN 1-z" SHELVING LOADS SUCH AS TRUSS BLOCKING.) U) W BELOW BOTTOM OF w D _ CABINETS OR HEAVY 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. LONG @ HORIZONTAL O _ CHORD. LONG @ TRUSS Q BLOCKING LOCATION - LOCATION FOR CLIP 3 FOR CLIP _ I— ATTACHMENT, @ 48" -fit �h iio u.i d 00i� fv IJ.I z U_ AA. qAM wY O CA Q®O0 0% 'A � Z �/ ATTACHMENT. ATTACH a V ° w CO ¢) s Z dCL • ` O.C. ATTACH TO WALL �AU_ O W z HOLD TOP OF TO WALL SINGLE TOP O SINGLE TOP PLATE W / W d NON -LOAD BEARING PLATE W / MIN. (4) 8d o U J o U .9p� MIN. (4) 8d NAILS. Imo' WALL DOWN 1-2 NAILS. W CA W T 0 0qg= E m r - Q U BELOW BOTTOM OF SINGLE 2x TOP PLATE OW w Q � co - ZaCOmL-Ljco N TRUSS BOTTOM fi F2 NON-BEARING WALL (PARALLEL TRUSS) J SINGLE 2x TOP PLATE w CHORD. 1/2"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use L CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART STRONGBACKIF REQ'D PER CHART N A GABLE END SHEATHING FASTEN PER LAN, 4 • • 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 PLAN D02 LEDGER @ LOW ROOF 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 NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS (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 NOTE: 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. 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 NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER UNO 2X STUDS TYP z O H 0 w ATTACH JAMB STUDS w W PER WF08/SD3 �p BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR DOOR 0 z EPDXY ANCHOR @ 6" FROM EA. END OF BASE OPENING 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 NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER SP4 @ BASE OF EA. PER HEADER SCHED. THEN STUD U.N.O. SEE ATTACH ADDIT'L KINGS AS BEARING WALL REQ'D. I SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFO. fi FO TYPICAL HEADER DETAIL ritten consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited z O H 0 w w W �p O U 0 z p J M m O O� LL U.1 =Z t - 0 O O U Z o ua U) W w D O Q lj 3 I— w 0- -fit �h iio u.i d 00i� fv IJ.I z U_ AA. qAM wY O CA Q®O0 0% 'A � Z �/ Q a V ° w CO ¢) s Z dCL • �AU_ O W z O O U ° W d Ill o U J o U .9p� Imo' Z U- O zWUtiw W CA W T 0 0qg= E m r - Q U J 06�Oc0Na, tU Ur Z r- a r OW w Q � co - ZaCOmL-Ljco N c O ~ p �- c� U � 0 W 3 J : Qp?gio Zo=zwz w H E�¢w�aZ o W W a W V0Mo Zw LLI =° Q z p W (1) L a Z N o 0 Qa `J o W W � J z z 0 W W u w Z (> to M W F— W z w a Q a I— U �0_ O W U) "1 Mhz 10 W 11 a a o (L LL CV _ Fn W BLDG DESIGN: --- U) STRUCTURAL ENG: MCD W DRAFTING: -DESIGN: -- -STRUCT: MR/MB p QC CHECK: CC (D JOB No. PSQ 2180131 SCALE: AS INDICATED H QDATE: 02/08/18 W w SD2 cn I— 2x4 BLOCKS, (2) 1E�' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOW 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. Ii _ JL dl 11 1111 IIALA II li_iM a I I kTHING PER PLAN RE O.H. IS > V-0", P END GABLE w/ _OOKERS @ 24" TO RUN BACK TO 'OMMON TRUSS 1 (3) 12d TOENAILS. NECT TO DROP _E WITH H2.5 CLIP. 2'-0" O.H. T. 2x4 >@24"O.C. LE END 4THING FASTEN PLAN 3E AS REQ'D 'SON H10A DIAG. LOCKING GABLE BRACING @ 48" �' `'---�-- PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE END @ FLAT CEILING W/ BOSTON HIP 3/41'=1'-0" 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 I OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN, WIDTH) PLATE THRU O.S.B Lq SHEATHING (THICKNESS PER <<F PLAN) TO PRE -ENG TRUSS y BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24" O.C. MAX. rCFO`1 FIELD FRAMED VALLEY DETAIL o�R�AeTo Ncrh'O SSS O,y 2x SCAB w/ 1 Od NAILS @4",O.C. PER -ENG TRUSSES — I o I VTo2X8 RIDGE BOARD STEN CONV. 2x VALLEY RAFTER AMING (OR PRE -ENG VALLEY TRUSSES) 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. 1/2"= 1 "-O"" BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OR VINYL SOFFITS ---- ROOF SHEATHING, qp TO FASTEN PER PLAN N T crtiOp . y -- 2x4 FRAMING @ 24" O.C. MAX. --- PROVIDE (4)10d x3" NAILS AT JOINT F SHEATHING, TEN PER PLAN FRAMING @ 24" MAX. )VIDE (4) 1 O x 3" -S AT JOINT PER PLAN 2x SCAB w/ 1 O NAILS — @ 4" O.C. TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x FASCIA PER PLAN 2x FASCIA (2) 8d TOE NAILS TO CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOE NAILS LEDGER TO LEDGER 2x4 PT LEDGER W/ PER PLAN 2x4 LEDGER W/ (2) 16d 1/4 x4 TAPCONS @ 12"2x FRAME WALL PER NAILS @ 16" O.C. s O.C. PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG PRECAST LINTEL PER PLAN MASONRY WALL -- SEE PLAN 2x8 W/ (2) 16d TOE ---- NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO ISIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 1 AII.L NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" LINTEL (SEE PLAN) • 4 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU _--- HEADER (SEE PLAT` ----- 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 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 +/- 1/41' 1" EDGE 1 1/2" EDGE 10d x 3 COMMON 2 1/2" ❑ Z ❑ w LU 1 1/2" w iv 10 CV N " N 10d x 3" COMMON OPP. SIDE z z II a Q � 00 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 1-1/2"=1'-0" DORMER FRAMING DETAIL N 1 Od x 3 COMM( 1 Od x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE iCE TYPICAL HEADER `RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) 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 !x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, (V/ 6d NAILS @ 16" O.C. 70 SIDE & TOP NAILER !x BUCKS, 10dx3" 10d x 3" OPP. SIDE kNCE PER `,� 3/4"=1'-U' 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, LCC is strictly prohibited. J ¢— z w ❑ w r; 0 N z 0 2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT D LU ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS T_ BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONY. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS O U ROOF TRUSSES PER PLAN OR CURVED QCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/2"=1"-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. !x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, (V/ 6d NAILS @ 16" O.C. 70 SIDE & TOP NAILER !x BUCKS, 10dx3" 10d x 3" OPP. SIDE kNCE PER `,� 3/4"=1'-U' 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, LCC is strictly prohibited. J ¢— z w ❑ w r; 0 N z 0 D LU T_ W D Q O U 0 z ❑ D m 0 O U_ w ... ry- Z 0 O 0 _ Z ~ O 0- o U ° W X I) H O W z -- F- U) w `io•.®s®•..�� 00 00 go w Q O 0% �_ Z J'Z s Wl �w °° "� H °C <C � U Q 0� Q M 00 p ae z vs Q .1 ®y ° <C C7Uj Q s®,, � o LL M U ' 0 � ww Mo o g o o U# i Q z am W �w WUrI'-w i 0 co ~ E rn = 06 pU)z U) "T 8 ZNz©J`-= QO_jwm .0 �-UHc ..JO a}o 8 Ill W�QWOgw o 1-7 Z0�Zwz E F- Z O¢ W2Oz a W V Z 0 LL o [ (_/) O r 0Zcm —oLLF ) a W W OLLJW _ 0 U LLJ F. W : W Z W W �- 5 bU)0X W U) 0 �0Z fl(. CV ..... i BLDG DESIGN: --- ) STRUCTURALENG: MCD j DRAFTING: -DESIGN: --- STRUCT: MR/MB QC CHECK: CC JOB No. PSQ-2180131 SCALE: AS INDICATED DATE: 02/011 8/18 SD3 I I I II I J 11J.1fl-1 LiI 1 1111 . _L I Il�IJ.,I ,i I _ _ __ NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME PRE - BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR E LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLEDD WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW Q • NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) NAILING .REQUIREMENTS THIS + ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP o 2x4 #2 SYP P.T. TRUSS PER PLAN + (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d *WITHIN 48" OF SPLICE PLATE SPLICE Ul BLOCKING @ 24" O.C. TOE -NAILS TYPICAL AT LOCATIONS) W/ (2) 12d END NAILS + THEN (2) ROWS 10d ALL LOCATION ' TRUSS PER PLAN @ EACH END DTC CLIP, (2) 8d NAILS NAILS @ 8" O.C. r INTO BLOCKING, (2) OTHERWISE 2x4 WALL BEYOND TRUSS PER PLAN 3/16" x 2 3/4" TAPCONS AGAINST 2x8 STUDS Z IN CMU. OR SIMPSON g8„ ATTACHED PER O META16 @ 24" O.C. • • M/N (WF08/SD3).,.f•. OVERLAP TOP PLATE AT CORNER LU2 TOP SPLICE @ FW-• PLATE W DTC CLIP, (2) 8d NAILS LAY 2x4 BLOCKING @ P AU ELE 2X4 TOP ATTACH 2x8 STUDS TO TO EACOH PLOYNAIL OFOF BUILT p < INTO BLOCKING, (2) *. 24" O.C. OVER THE TOP PLATE W/ (4) 12d 0 MASONRY WALL OR " TOP OF THE BOTTOM UP COLUMN BELOW W/ 3/16 x 2 3/4 TAPCONS LINTEL PER PLAN ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL 0 LINTEL SEE PLAN r•"' IN CMU. OR SIMPSON CHORD. ATTACH W/ (2) TOP PLATE W/ (3) 12d AT ALL LOCATION (2) 10d NAILS © T META16 10d NAILS @EACH TOE -NAILS TYPICAL AT -" TRUSS @ 24" O.C.ALL LOCATION TOP SPLICE p m STD CONDITION @ CMU BEARING CONDITION @ CMU WALL BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION o STUD PLATE J U_ LU SIMPSON DTC, (2) 8d 2x4 BLOCKING (2)12d fiFO' TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) Z NAILS INTO BLOCKING, NAILS, TOENAILED @ 0 O TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING 3/4"=1'-0" v> PLATE PER PLAN O �- TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS V INTO BLOCKING, (4) 8d \X NAILS INTO TOP PLATE a W (2) 16d TOE NAILS � BRACE TO LEDGER 2x4 SYP #2 BLOCKING, 0 @ 24" 0.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10dT1DOUBLE TOP PLATE _j W END NAILS @ EACH NAILS @ EACH WEB Q � END. MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & � WHEN CLOSURE WALL EXTERIOR SHEATHING. 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT z 2x DBL TOP PLATE (' _ a Y7 ,—o 0 0 o D- NAIL SPACING �s WALL SHEATHING PER IS 3FT OR TALLER - 2x ATTACH PER PLAN 2 OR HORIZONTALLY TRUSS TOP &BOTTOM USING 1 ROW OF 8d NAILS `� o Q o cn SYP#2 BOTTOM g BEYOND ) O @ - — — PER NOTE #2 PLAN CL FROM TOP OF WALL c7 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. N - IT TI — w ,illUlll//� BLOCKING REQ'D @ w TO BOTTOM _ — — - — — — — u' z I t/2 I I SHEATHING PER PLAN �e®®� ��/� U, ro 2x WALL, SEE PLAN — — J ••..°®,24" O.C. MIN (2) TRUSS p�— -n — — 7—I�-v O 0 NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d M X ��l*s�- WALL SPLICE, FIELD w z NAILS @ 3 O.C. WALL DOUBLE TOP I I I O e i 00 •. �/ 'p' BAYS W/ (3) 12d 2x8 #2 SPF STUDS AT I I 5 I I I I I I VERIFY IF REQUIRED a T p »•® ••••®J i¢ 00 TOENAILS EACH END. 16" O.C. �- = O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN p ��►� � Q•. . Z I 1 11 1 I 11 Uj U) YY z qo � • �: STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER _ a 0 @ 3 O.C. IN HORIZONTAL CONDITIONS a _ q • O c? 1 � 2x8 #2 SYP PT. BASE III -11— — 11 — _ _ = DOUBLE NAIL EDGE SPACING - •Uj W/ (3) 12d NAILS -- — -- °' z ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. M ®w" , p:� PLATE W/ 1/2" x 8° III I I ( I I I I WALL SHEATHING O W U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS W = 'v .EACH STUD ANCHOR BOLT OR � w (4)10d NAILS @ EA. III 1 I I 11 1I I I SPLICE, SEE SPLICE SHEATHING PER PLAN 3/8" S= NAIL SPACING a TITEN HD @ 32" O.C. & PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO BLOCKING TO MASONRY WALL OR „ I11 11 I I 1 I I 1 DETAIL. MAX 1/8" g .Y - S S PER NOTE #1 �i,• a 6 FROM EACH END OPENING SPACE BETWEEN w HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & PLATE LINTEL SEE PLAN 11I 111 1 4 11 PANELS W BOTTOM "' M — o — a — e - 0 ®��®°�°�� � " U_ III II II II II U, TRUSS PER PLAN VAULTED CONDITION CMU J `� U) TRUSS PER PLAN —\ @ IIIA© III I I I I I SINGLE NAIL EDGE SPACING z 1'^\ITP"PY Y__ n1iW'�l1 YY I-- I-\ (z)1od NAILs To III AROUND III I I I I I I 2x STUDS BEYOND, E o O ate. BOTTOM CHORD 111 OPENING III I I I I I SEE PLAN FOR MORE � U. PROVIDE PIECE OF @EACH END OF 11I ir 111 I 1 (I 1 INFO U_ Z � O SHEATHING BETWEEN BLOCKING _ III 7 I — III I I I I I I w= EXTERIOR WALL 2x4 SYP #2 FLAT I1 I I I I1 1 111 I I 11 I1 _ = ~ W O 0 SHEATHING & BLOCKING. (2)10d NAILS TO BLOCKING, @ 24 O.C. I 1-1� _ _ ILL JJ 1L _ _I L_ O r- 0 LL SHEATHING TO HAVE BOTTOM CHORD W/ (2) 42d END NAILS _ _ D m D LL SAME THICKNESS & @EACH END OF @ EACH END. O U_ O STRENGTH ORIENTATION BLOCKING SYSTEM �- W w AS EXTERIOR WALL WALL SHEATHING PER _ —FLOOR — — SHEATHING PLAN CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP 2x WALL, SEE PLAN OPENING slzE 1 BEYOND SEE PLAN ALTERNATE BLOCKING FRAME CONDITION @ loe SHEATHING DIAGRAM 2x6 BLOCKING PLACED FLATWISE W/ 16d (2) ROWS OF 8d NAILS 3" O.C. TOP &BOT. F1 EXTERIOR SHEATHING SCHEDULE (2) NAILS EACH END @ OF SHEATHING SPLICE > IVVI-Ut))NON-BEARING WALL CLIP DETAIL U O ate. O , Uj D 0 `� . �'•,, U o U) i v "� � °� Z Z LLM 0W (nz W O O LU DUI_ E O � U 3/4"=1'-0" SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL O J O w z > co,.q •q W Z Q O -i -' 0 0 :r� F-U1=°n�� c F _JOdp>'o 8 W_I W U5¢pO< o UF z p z w Z E F— Z GU¢�wQ0 p F_ �B LL0 W 1-30L O W z� c z X 00 2x6 SYP #2 LEDGER. 0 2x4 #2 SPF w SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. TO STUDS w/ (2) 1/4" X 0 LO MORE INFO & MORE INFO & w/ (2) 16d END NAILS 4%" SIMPS. SDS a0. Z N SCREWS @ 16" O.C. 2 0 O CONNECTION CONNECTION EACH END xx x MAX.; z _j+" EXTERIOR WALL/TRUSS TO GABLE END STUDS Q ; W Lj TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 2x4 #2 SPF o 2x12 BOX HDR w/ 2x8's w/ (2) 1/4" X 3'/" SIMPS. Q 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. BLOCKING @ 24" O.C. O.C. MAX..; SDS SCREWS @ 16" Q M J W @ 6" O.C. 2x12 AT SHEATHING PER w/ (2) 16d END NAILS TO MASONRY w/ 2x6. � 0 V"I W WALL TO PRECAST NAILING SCHEDULE & EACH END ++ 12 LINTEL w/ (2)ROWS OF + (4) 12d NAILS EACH PT SYP #2 LEDGER w/ w _ O SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF (2) 1/4" x 2 3/4" W W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA; TRUSS MEMBER x MORE INFO & + + ROOF SHEATHING 4 (MIN.) TAPCONS AT 12" O.C. p 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 O NAILS @ 101 x x CONNECTION + + SIMPSON H3 CLIP z SEE WALL CLIP DETAIL + + --- SHEATHING PER PLAN F - STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL U) TOENAILS INTO OTHER FOR MORE INFO •. 2x4 SYP #2 LEDGER. W TRANSOM BETWEEN (4) 10d NAILS FOR CJ Q i I TRANSOM BETWEEN TRUSS 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL TO STUDS OR BEAM w/ 7CONV. FRAMED C.1 V% _ LINTELS LINTELS LINTEL PER PLAN @ 24Y, YY 2 1/4" X 4%" SIMPS. W 0 � LINTEL PER PLAN I I SLOPE AS REQ'D LINTEL PER PLAN O.C. w/ EXT. @ 24 O.C. w/ EXT. S @ MEMBERS ONLY O CO Z SLOPE AS REQ'D LINTEL PER PLAN SDS SCREWS 16" I - SHEATHING PER SHEATHING PER NAILING SCHEDULE & NAILING SCHEDULE & O.C. MAX.; W 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. ;. Q C _ __ w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" ' (4) 12d NAILS EACH(4) 12d NAILS EACH TO GABLE END STUDS z C4 • TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. TRUSS MEMBER TRUSS MEMBER (TOP w/ (2) 1/4" X 3%" SIMPS. T-0" MAX 65 YYYYYYYY. SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS SDS SCREWS @ 16" L FASCIA PER W BLDG DESIGN: --- VERTICALLY ALONG W/ WEBBING c� VERTICALLY ) COMMUNITY SPECS STRUCTURAL ENG MCD 2x6 2x8 w/ (2) 10d NAILS @ TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR W - - _, .. _ ..._ _...._ 2x8 w/ 2 10d NAILS --- 2x8 w/ (2) 10d NAILS POCKET SGD O @ SYP #2 LEDGER w/ 1/4" � DRAFTING. --- EACH VERTICAL 2x8 w/ 2 10d NAILS PRE-ENGINEERED p DESIGN: O @ x 2 3/4" TAPCONS @12" " I--STRUCT: MR/MB POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL ATTACHMENT BY POCKET SGD EACH VERTICAL ROOF TRUSSES @ 24 0 ___ -_ _-_._ ATTACHMENT BY BUILDER ATTACHMENT BY O.C. O.C. MAX. QC CHECK: CC ATTACH VERTICAL cj� - SHINGLE ONLY U) JOB No. PSQ-2180131 BUILDER BUILDER BUILDER SIMPSON H3 CLIP DESIGNED FOR I- ----..__._....---_-...___._....._..,._.__.,------------------ < SCALE: AS INDICATED 'S01 HEADER @POCKET SLIDER W/ TRANSOM SO2 HEADER @ POCKET SLIDER W/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER 022/08/ D01 TYPICAL SHED ROOF DETAIL �- ----/08/- -- W DATE: 18 1/2"=1'-0" 1/2"=1'-011 1/2"=1'-0" 1/2"-1'-0" 1/2"=1'-0" p W c>✓ 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 MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. I SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED -- ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO / WINDOW AS SCHEDULED EXTERIOR FINISH PER — PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN — SEE DETAILS WS10, --� WS11 OR W513 FOR ADDITIONAL INFORMATION THIS SHEET IIIIIL BEARING SEE PLAN BOND BEAM LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST SILL OR SILL PER WINDOW MANUFACTURER WRITTEN SPECIFICATIONS EXT FINISH PER PLAN VERT REINF. BEYOND DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS W/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS 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 TYPICAL TWO STORY COL. @ GIRDER 3/4"=1'-0" E: =N 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN ROWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND TOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSF :RAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) 10d x1-1/2" @ 24" O.C. NO MOISTURE BARRIER 2x RIBBON OR (FELT PAPER OR SIM) IS PROVIDED BLOCKING W/ (4) 16d IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN OR (3)16d TOENAILS FOR FLOOR. FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING, INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO Ilk FLOOR TRUSS TO GIRDER CONNECTION SO HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-0" Kz��) 3/4"'=1,-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & NOTE: ALL FLOOR �' TRUSSES TO BE P.T. NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 yFFT (USE SP6 @ 2x6 STUDS W/(18) 16d x 22' NAILS FRAMING PLAN FOR SIMPSON LSTA24ShFFr (USE SP6 @ 2x6 STUDS MASONRY WALL PER TO POST (U.N.O. ON , aI OVER TOP PLATE MAX. 2x STUDS , SEE STRAP W/ (22) 1 O 4 & SP8 @ 2x8 STUDS) FRAMING PLAN FOR (2) 2x SPF TOP PLATE 3", THEN RUN DOWN STRUCTURAL COL PER ALL THREAD W/7" MIN. NAILS. BEND STRAP STRAPS CENTERED @ EMBEDMENT INTO TIE PLAN FACE OF JAMB STUDS/ ��.r • • @ 48" O.C. W/ (2) 12d CONC. SLAB - OVER TOP PLATE MAX. AND SEE ARCH PLAN EPDXY ` HEADER (2) 2x SPF TOP PLATE REQ'D # OF STUDS PLAN PROVIDE SOLID' SEE FOUNDATION 3", THEN RUN DOWN BLOCKING BELOW SEE DETAIL WS11THIS COL. EVEN WITHIN U.N.O. ON PLAN FLOOR TRUSS MASONRY WALL SEE ¢ ®r Z � PLAN FOR MORE INFO PLAN FOR MORE INFO FACE OF JAMB STUDS/ 0qr -E 3/4"=1'-01' HEADIER SIZE & REQ'D DOUBLE 2x TOP PLATE FIN. FLR. o J O U);z U 1 (2) 12d @ 12" O.C. ATTACH PER NAILING HEADER EXTERIOR SHEATHING 31 FLUSH W/ FACE OF HEADER - SEE 2ND (1) ROW 8d NAILS @ 3" Q u. o FROM TOP OF WALL VERTICAL @ 48" O.C. W/ (3) 12d NAILS EACH i'al%% m O.C. WALL SHEATHING TO BOTTOM OF FLOOR FLOOR PLAN FOR MIN. co END °j ° 7 EXTERIOR SHEATHING SYSTEM (RIBBON / ATTACH 2x STUDS W/ a NAILING SCHEDULE SCHEDULE; PROVIDE HEADER SIZE REQ'D GRADE BEAM) ATTACHED PER TOP CHORD (2) 16d NAILS @ 6" O.C. (4) 2x STUDS FROM TOP OF WALL > U2 IF HEADER IS UPSET NAILING SCHEDULE. JAMB STUDS PRE -ENG FLOOR TRUSS TO BOT. (RIBBON/ AND WINDOW IS MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR SEE FOUNDATION BEAM) ATTACHED PER LOWER: (1) 2x SILL SYS, 42 FLOOR USE MSTC66 W/ 60 16d IF HEADER IS UPSET KNEE WALL STUDS @ DETAILS FOR FTG INFO NAILING SCHEDULE. TITENS TO MASONRY TRUSSES '@ 24" Q.C. S09 2nd FLOOR CORNER FRAMING ATTACHMENT AND WINDOW IS 16" O.C. W/ (2) 1$d NAILS TOENAILS. EXT. (2) 2x SILL AT WINDOW (MAX) n @ EACH END. TRUSS TO LOWER: (1) 2x SILL FLOOR SHEATHING & HEADER OPENINGS W/ 2x CRIPPLE STUDS SHEATHING PER PLAN NAILING PER FLOOR CMU W/ STRAP PER LESS THAN 4FT:(1) 2x PLATE W/ (2) 10d ATTACH PER NAILING FRAMING NOTES 2x STUDS , SEE AT EA. END NAILED TO SILL PLATE W/ (2)1 Od (2) 2x SILL AT WINDOW TOENAILS. EXT. FRAMING PLAN FOR co 0 UNDER WINDOWS AND STUD PACK W/ 10d W/ 2x CRIPPLE STUDS V co SPACING AND GRADE HEADER OPENINGS SO TYPICAL TWO fi STORY SECTION - SYSTEM 42 NAILS @ 8" O.C. THEN AT EA. END NAILED TO MASONRY WALL PER( LESS THAN 4FT:(1) 2x 1) (1) ROW 8d NAILS.@ 3" BETWEEN COLUMN FLOOR TRUSS SEE 2x SILL PLATE W/ A35 STUDS @ 16" O.C. O.C. WALL SHEATHING AND GIRDER/BEAM FRAMING PLAN FOR SILL PLATE W/ (2) 10d NOTE: ALL FLOOR a N CLIPS EACH SIDE W/ 2x 3/4"=1'-0" ATTACH SILL W/ (2) 1 O TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TOENAILS. OPENING CRIPPLES @ 16" O.C. NAILS @ 8" O.C. THEN NO MOISTURE TOENAILS AT EA. END SHEATHING & CMU ENG: MCD BEAM; SEE PLAN DRAFTING: LARGER THAN 4FT: (2) STUDS @ 16" O.C. 2x4 PT SILL PLT. IF 2x BOTTOM PLATE W/ OF SILL (MAX OPEN'G OR SIM) IS PROVIDED KNEEWALL (2) 12d @ 12" O.C. T&B (PLYWOOD 2x SILL PLATE W/ A35 QC CHECK: -- --- ---— ---_ CC (2) 12d @ 12" O.C. WIDTH 4'-0"). USE A35 No. PSQ-2180131 SHEATHING REQ'D TOENAILS AT EA. END CLIPS EACH SIDE W/ 2x a ATTACHMENT W/ (2) 02/08/18 T&B) CLIP AT EA. END FOR CRIPPLES @ 16" Q.C. WIDTH 4'-0"). USE A35 SHEATHING PER PLAN OPENINGS GREATER CLIP AT EA, END FOR W/ (2) 10d TOENAILS TO BOTTOM PLATE/ EA. END ATTACH PER NAILING THAN 4' BUT LESS TO BOTTOM PLATE T&B (PLYWOOD TOP RIBBON SCHEDULE, THAN 6' 2x SYP #2 RIBBON (MIN SHEATHING REQ'D 2x SYP #2 RIBBON (MIN CONTINUOUS FROM SIMP. HTT4 T&B) (1) SIMPSON LSTA30 STRAP CENTERED TOP OF TOP PLATE TO SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 1 O CONNECTION GIRDER TRUSS PER FLOOR GRIDER OR BOTTOM PLATE. W/ (18) 10d x 2�" NAILS 1 fi_S_0'HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" SEPARATE SHEATHING PLAN TO POST (U.N.O. ON RIBBON TO BE PT IF UNDER WINDOW RIBBON TO BE PT IF BEARING WALL PER FRAMING PLAN) & 5' BRG DIRECTLY ON > ` BRG DIRECTLY ON CMUCMU PLAN ALL THREAD W/ 7" MIN. (2) ROWS 8d NAILS @ a 01 (2) ROWS 8d NAILS @ 3" O.C. WALL DOUBLE BOTTOM EMBEDMENT INTO TIE MASONRY WALL PER I` ,•.l. SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. PLAN BOTTOM RIBBON PLATE BEAM USING SIMP. SET 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING & CMU EPDXY WALL TRUSSES TO BE P.T. IF NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME (2) H5 EA. FLOOR NO MOISTURE BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN TRUSS TO DOUBLE BARRIER (FELT PAPER 2x TOP & BOT. CONNECTION NOTES BOTTOM PLATE, SLIT �. fis_,'TWO STORY PERP. FLOOR CONNECTION RIBBONS, CONT. fisi'CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0"j FLOOR DECKING TO 3/4"=1'-0" SEE TRUSS LAYOUT ACCOMMODATE NOTE: ALL FLOOR FOR HANGER STRAP TRUSSES TO BE P T IF NO MOISTURE BARRIER 2x RIBBON OR (FELT PAPER OR SIM) IS PROVIDED BLOCKING W/ (4) 16d IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN OR (3)16d TOENAILS FOR FLOOR. FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING, INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO Ilk FLOOR TRUSS TO GIRDER CONNECTION SO HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-0" Kz��) 3/4"'=1,-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & NOTE: ALL FLOOR �' TRUSSES TO BE P.T. NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 yFFT (USE SP6 @ 2x6 STUDS W/(18) 16d x 22' NAILS FRAMING PLAN FOR & SP8 @ 2x8 STUDS) NAILS. BEND STRAP DETAIL WF10/SD4 TO POST (U.N.O. ON FRAMING PLAN FOR OVER TOP PLATE MAX. 2x STUDS , SEE NAILS LOCATION & SPACING FRAMING PLAN) & $" \ FRAMING PLAN FOR (2) 2x SPF TOP PLATE 3", THEN RUN DOWN STRUCTURAL COL PER ALL THREAD W/7" MIN. (2) 16d NAILS @ 6" O.C. STRAPS CENTERED @ EMBEDMENT INTO TIE U.N.O.. ON PLAN FACE OF JAMB STUDS/ BEAM USING SIMP. SET @ 48" O.C. W/ (2) 12d •6900.... �/ `� 69 .6 FLOOR TRUSS TO AND SEE ARCH PLAN EPDXY ` HEADER FLOOR TRUSS PER REQ'D # OF STUDS PLAN PROVIDE SOLID' HEADIER -SEE 2ND TO VERIFY SIZE BLOCKING BELOW SEE DETAIL WS11THIS COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR TRUSS MASONRY WALL SEE ¢ ®r Z � PLAN FOR MORE INFO SO TYPICAL GIRDER COL. CONNECTION 0qr -E 3/4"=1'-01' E: :N 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN DOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND TOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSF _RAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) FU<<s 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 yFFT (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d FRAMING PLAN FOR & SP8 @ 2x8 STUDS) NAILS. BEND STRAP DETAIL WF10/SD4 CONNECTIONS FRAMING PLAN FOR OVER TOP PLATE MAX. 2x STUDS , SEE NAILS LOCATION & SPACING GA 88� ° FRAMING PLAN FOR (2) 2x SPF TOP PLATE 3", THEN RUN DOWN STRUCTURAL COL PER 2x4 #2 SYP BLOCKING (2) 16d NAILS @ 6" O.C. STRAPS CENTERED @ SPACING AND GRADE U.N.O.. ON PLAN FACE OF JAMB STUDS/ PLAN FOR SIZE AND @ 48" O.C. W/ (2) 12d •6900.... �/ `� 69 .6 FLOOR TRUSS TO AND SEE ARCH PLAN i HEADER REQ'D # OF STUDS TOENAILS EACH END HEADIER -SEE 2ND TO VERIFY SIZE U, •aq d 6 0z NAILS W FLOOR PLAN FOR MIN. ¢ ®r Z � p J 2x BOTTOM PLATE W/ 0qr -E -� HEADIER SIZE & REQ'D DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE o J O U);z U 1 (2) 12d @ 12" O.C. ATTACH PER NAILING JAMB STUDS EXTERIOR SHEATHING AGAINST TRUSS FLUSH W/ FACE OF (1) ROW 8d NAILS @ 3" Q u. o FROM TOP OF WALL VERTICAL @ 48" O.C. W/ (3) 12d NAILS EACH i'al%% m O.C. WALL SHEATHING TO BOTTOM OF FLOOR ATTACHED PER END PER NAILING 7 TO BOTTOM PLATE/ SYSTEM (RIBBON / ATTACH 2x STUDS W/ a NAILING SCHEDULE SCHEDULE; PROVIDE Q�U_0 f—�OUn BEAM) ATTACHED PER TOP CHORD (2) 16d NAILS @ 6" O.C. (4) 2x STUDS 1/8" GAP BETWEEN > U2 IF HEADER IS UPSET NAILING SCHEDULE. SHEATHING AND PRE -ENG FLOOR TRUSS MASONRY AND WINDOW IS MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR OR FIELD FRAME 2x4 LOWER: (1) 2x SILL SYS, 42 FLOOR USE MSTC66 W/ 60 16d KNEE WALL STUDS @ PLATE W/ (2) 1 Od TITENS TO MASONRY TRUSSES '@ 24" Q.C. S09 2nd FLOOR CORNER FRAMING ATTACHMENT W 16" O.C. W/ (2) 1$d NAILS TOENAILS. EXT. (MAX) n @ EACH END. TRUSS TO = QW FLOOR SHEATHING & HEADER OPENINGS 3/4" FLOOR SHEATHING SHEATHING PER PLAN NAILING PER FLOOR CMU W/ STRAP PER LESS THAN 4FT:(1) 2x ATTACHED PER ATTACH PER NAILING FRAMING NOTES 2x STUDS , SEE i SILL PLATE W/ (2)1 Od (2) 2x SILL AT WINDOW FRAMING PLAN FOR co 0 UNDER WINDOWS AND TOENAILS. OPENING W/ 2x CRIPPLE STUDS V co SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR LARGER THAN 4FT: (2) AT EA. END NAILED TO MASONRY WALL PER( d I` 1) (1) ROW 8d NAILS.@ 3" BETWEEN COLUMN FLOOR TRUSS SEE 2x SILL PLATE W/ A35 STUD PACK W/ 1 O O.C. WALL SHEATHING AND GIRDER/BEAM FRAMING PLAN FOR NOTE: ALL FLOOR a N CLIPS EACH SIDE W/ 2x BELOW W/ (22) 10d CONNECTION INFO. TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NAILS CRIPPLES @ 16" O.C. NAILS @ 8" O.C. THEN NO MOISTURE @ SHEATHING & CMU ENG: MCD BEAM; SEE PLAN DRAFTING: W/ (2) 1 O TOENAILS STUDS @ 16" O.C. 2x4 PT SILL PLT. IF 2x BOTTOM PLATE W/ (MAX) OR SIM) IS PROVIDED KNEEWALL (2) 12d @ 12" O.C. T&B (PLYWOOD ATTACH SILL W/ (2) 1 O QC CHECK: -- --- ---— ---_ CC (2) 12d @ 12" O.C. JOB No. PSQ-2180131 SHEATHING REQ'D TOENAILS AT EA. END (1) ROW 8d NAILS @ 3" a ATTACHMENT W/ (2) 02/08/18 T&B) OF SILL (MAX OPEN'G O.C. WALL SHEATHING WIDTH 4'-0"). USE A35 SD5 O.C. WALL SHEATHING CLIP AT EA, END FOR TO BOTTOM PLATE/ EA. END OPENINGS GREATER TO BOTTOM PLATE THAN 4' BUT LESS TOP RIBBON THAN 6' 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN (1) SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 1 O CONNECTION NAILS FLOOR GRIDER OR BEAMI fi_S_0'HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of TRUSS STRAP - SEE PRE-ENGINEERED FLOOR SHEATHING& SHEATHING PER FRAMING PLAN FOR ROOF TRUSS - SEE NAILING PER FLOOR DETAIL WF10/SD4 CONNECTIONS FRAMING PLAN FOR FRAMING NOTES 2x STUDS , SEE NAILS LOCATION & SPACING GA 88� ° FRAMING PLAN FOR w (2) SIMPSON LSTA18 STRUCTURAL COL PER 2x4 #2 SYP BLOCKING (2) 16d NAILS @ 6" O.C. STRAPS CENTERED @ SPACING AND GRADE FLOOR W/ (14) 1 O PLAN FOR SIZE AND @ 48" O.C. W/ (2) 12d •6900.... �/ `� 69 .6 FLOOR TRUSS TO AND SEE ARCH PLAN i cQ.a REQ'D # OF STUDS TOENAILS EACH END MASONRY WALL TO VERIFY SIZE U, •aq d 6 0z NAILS W �wLLJ U r- W ¢ ®r Z � p J 2x BOTTOM PLATE W/ 0qr -E -� EXT. SHEATHING DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE o J O U);z U 1 (2) 12d @ 12" O.C. ATTACH PER NAILING Z `� 2x BOTTOM PLATE AGAINST TRUSS FLUSH W/ FACE OF (1) ROW 8d NAILS @ 3" Q u. o 3/4" FLOOR SHEATHING VERTICAL @ 48" O.C. W/ (3) 12d NAILS EACH i'al%% m O.C. WALL SHEATHING z¢p��w Q ATTACHED PER END PER NAILING 7 TO BOTTOM PLATE/ W ATTACH 2x STUDS W/ a NAILING SCHEDULE SCHEDULE; PROVIDE Q�U_0 f—�OUn TOP CHORD (2) 16d NAILS @ 6" O.C. (4) 2x STUDS 1/8" GAP BETWEEN > U2 STANDARD CORNER A -A SHEATHING AND PRE -ENG FLOOR TRUSS MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR OR FIELD FRAME 2x4 PLAN SYS, 42 FLOOR USE MSTC66 W/ 60 16d KNEE WALL STUDS @ SINKERS AND (14) X"X2 X" TITENS TO MASONRY TRUSSES '@ 24" Q.C. S09 2nd FLOOR CORNER FRAMING ATTACHMENT W 16" O.C. W/ (2) 1$d NAILS (MAX) n @ EACH END. TRUSS TO = QW FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN NAILING PER FLOOR CMU W/ STRAP PER ATTACHED PER ATTACH PER NAILING FRAMING NOTES 2x STUDS , SEE i -° STANDARD CONNECTOR FRAMING PLAN FOR co 0 UNDER WINDOWS AND NOTES (1) SIMPSON LSTA30 V co SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR STRAP CENTERED MASONRY WALL PER( d I` 1) (1) ROW 8d NAILS.@ 3" BETWEEN COLUMN FLOOR TRUSS SEE PLAN SYS. 42 FLOOR O.C. WALL SHEATHING AND GIRDER/BEAM FRAMING PLAN FOR NOTE: ALL FLOOR a N TO BOTTOM PLATE BELOW W/ (22) 10d CONNECTION INFO. TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NAILS FLOOR GIRDER OR --- NO MOISTURE @ SHEATHING & CMU ENG: MCD BEAM; SEE PLAN DRAFTING: BARRIER (FELT PAPER 2x4 PT SILL PLT. IF 2x BOTTOM PLATE W/ (MAX) OR SIM) IS PROVIDED KNEEWALL 3/4"=1'-0" NAILS " ' 2x 2ND FLOOR STUDS U ° _ SEE PLAN FOR MORE (2) SIMPSON LSTA18 STRAPS CENTERED@ A A FLOOR W/ (14) 1 O SEE FLOOR FRAMING NAILS PLAN FOR FLOOR GA 88� ° SYSTEM INFO. w (2) SIMPSON LSTA18 ATTACH 2x STUDS W/ (3) 2x STUDS (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. STRAPS CENTERED @ FLOOR W/ (14) 1 O 3/4"=1'-0" NAILS " ' U ° _ CALIFORNIA CORNER A -A 000 "IRS 111111111 GA 88� ° w (2) SIMPSON LSTA18 (2) SIMPSON META16 STRAPS CENTERED @ •6900.... �/ `� 69 .6 FLOOR TRUSS TO °D i cQ.a Z FLOOR W/ (14) 10d MASONRY WALL mo U, •aq d 6 0z NAILS W �wLLJ U r- W ¢ ®r Z � p J (3) 2x STUD PACK 0qr -E -� EXT. SHEATHING � Q Q o J O U);z U 1 ATTACH PER NAILING Z `� Fr FLUSH W/ FACE OF '�6 .. �� Q u. o SCHEDULE i'al%% m MASONRY ATTACHED z¢p��w Q z PER NAILING 7 �-- W ATTACH 2x STUDS W/ a W SCHEDULE; PROVIDE Q�U_0 f—�OUn (2) 16d NAILS @ 6" O.C. (4) 2x STUDS 1/8" GAP BETWEEN > U2 STANDARD CORNER A -A SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR H PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SINKERS AND (14) X"X2 X" TITENS TO MASONRY J S09 2nd FLOOR CORNER FRAMING ATTACHMENT W n = QW 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 i NAILING SCHEDULE SCHEDULE FRAMING PLAN FOR co 0 UNDER WINDOWS AND 2x STUDS , SEE y V co SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR co AND SEE ARCH PLAN SOLID BETWEEN Z SPACING AND GRADE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON a N AND SEE ARCH PLAN TRUSSES 24" O.C. A35 EA. END BLDG DESIGN: --- TO VERIFY SIZE @ STRUCTURAL ENG: MCD 2x BOTTOM PLATE W/ DRAFTING: 2x BLOCKING FOR 2x BOTTOM PLATE W/ (MAX) - (2) 12d @ 12" O.C. -STRUCT. MR/MB ._ 6666 SHEATHING/ DRYWALL QC CHECK: -- --- ---— ---_ CC (2) 12d @ 12" O.C. JOB No. PSQ-2180131 � C SCALE: (1) ROW 8d NAILS @ 3" a ATTACHMENT W/ (2) 02/08/18 (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING 12d TOENAILS SD5 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 > ` BRG DIRECTLY ON CMUCMU (2) ROWS 8d NAILS @ a 01 (2) ROWS 8d NAILS @ 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL MASONRY WALL PER I` ,•.l. SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. PLAN BOTTOM RIBBON MASONRY OR MTS12 RIBBON 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING & CMU WALL 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 fis_,'TWO STORY PERP. FLOOR CONNECTION fisi'CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0"j 3/4"=1'-0" 'these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. i �FA Is W t] W U ° _ 000 "IRS 111111111 GA 88� ° w �FA Is W t] i W U ° _ 000 i GA 88� ° w > •6900.... �/ `� 69 .6 u.i °D i cQ.a Z z mo U, •aq d 6 0z i W �wLLJ U r- W ¢ ®r Z � p J 0qr -E -� 0 r ti. 0 �, z 6 � � � Q Q o J O U);z U 1 1 606 0 •®• Z `� Fr '�6 .. �� Q u. o W i'al%% m LL i U ° _ 000 i GA 88� ° i Z r i W �wLLJ U r- W D 0qr -E o J O U);z U 1 z J co, Z Q u. W . J z¢p��w Q z ©IzwZ E odf-120 7 �-- W a W Q�U_0 f—�OUn ZO" o > U2 O - O H "— a� p W J W W 0 W W n = QW W IIIII_ L no Z W o. i co 0 1 y V co _ ) a W co OO Z a N i BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- - -STRUCT. MR/MB ._ 6666 QC CHECK: -- --- ---— ---_ CC JOB No. PSQ-2180131 � C SCALE: AS INDICATED a DATE: 02/08/18 SD5 (2) 2x SYP #2 BUILT-UP STUE COLUMNS L. 11111 I! 11111 LII 1 1111J_11 X11 111 1, L. J1 (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS OPT. TRUSS RECESS LEDGER S6d NAILS) IDE OF T. USE (4) LEDGER @ GIRDER 3/4"=1'-0" 2x BASE PLATE W/ (2)2x EXTERIOR SHEATHING - 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR O.C. MAX W/ MID POINT FROM TOP OF WALL OR LSTA18 TO BLOCKING (U.N.O.) EXT. FINISH PER TO BOTTOM OF SILL W/ MIN. 7" EMBED. @ 6" ARCHS NOT REQ'D IF STUD IS PLATE ATTACH PER TO TRUSS BELOW) r--- _...,_.,.,.._..-- -----.------------- NAILING SCHEDULE CONT. LEDGER w/ (2) 3/4" FLOOR SHEATHING ATTACHED BELOW W/ (9) 10d ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILING 3ER BY OTHERS (TRUSS I SCHEDULE IMAX - EQUALLY ° STRAP BETWEEN a 2x8 #2 SYP P.T. SILL ( OF LEDGER - END MASONRY WALL AND PRE-ENGINEERED (2) 2x6 W/ HUC26-2. FRAME WALL ANCHOR BOLT OR IF SHEATHING IS NOT CONTRACTOR MAY USE TRUSS PER PLAN CONTINUOUS TO BASE SIMPSON HTT4 AT ' 2 3/4"EMBED. @ 32" O.C. & 3" o MIN. 2x6 #2 SYP CONT. FROM EA.END BOTTOM ARE REQ'D INSTEAD OF INDICATED ON WOOD USE MGA PLAN EXTERIOR FLAT STRAP. LEDGER W/ (2) %4'x3-1/2" C.M.U. WALL PER PLAN 3S PER PLAN MAX 1/8" GAP Fl SECTION @ OPEN TO ABOVE SD — S WOOD SCREWS @ _ — - — — — — — I BETWEEN SHEATHING JAMB STUD CONDITION Off 16" O.C. MAX. & 3" a O SEE ARCHS FOR U) a FROM EA. END - USE FURRING AND 0 �COZ I INTERIOR FINISH (3) SCREWS FOR 24" I SIMPSON LUS26. USE — 3ER PER PLAN IRECESS LEDGER INTO c� O.C. I LUS26-2 FOR 2PLY D (TRUSS. VERIFY W/ ARCHS I TRUSS DETAILS ''-T-RUSS SHOP DRAFTING: -DESIGN - USTRUCT LRAWINGS J 2x8 SYP #2 LEDGER W/ - (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS OPT. TRUSS RECESS LEDGER S6d NAILS) IDE OF T. USE (4) LEDGER @ GIRDER 12 PER PLAN (2) 2x TOP PLATE -----' (2) 2x HEADER SEE PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d -- O.H. PER ELEV. 1-1/2"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO ID03 LEDGER (&— OPEN TO BELOW 2x4 LEDGER W/ (2) 10d NAILS @ 16" O.C. 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. 2ND STORY FIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL 6Fi� BRACING @ 2 STORY FRAME WALL 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 3/4"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ %2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN EXTERIOR WALL SHEATHING & 2x4 BLOCKING W/ (2) NAILING PER PLAN. SHEATHING CONT. 16d NAILS @ EACH TO 2nd STORY WALL BOTTOM PLATE END. BLOCK ATTACH PER NAILING SCHEDUL 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 PLAIN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 2x SYP #2 LEDGER TO 45° FROM UPPER FLOOR WALL W/ HORIZONTAL BRACE 1/4" X 3-1/2" SIMPSON NOT REQUIRED SDS SCREW @ 16" O.C. 6' FROM EAVES. 1 ti=1'-0" EXT. SHEATHING ATTACH PER NAILING SCHEDULE I SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL 3/4"=1'-0" 2x BASE PLATE W/ (2)2x 2x8's MIN. SPF #2 @ 16" 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR O.C. MAX W/ MID POINT MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO BLOCKING (U.N.O.) EXT. FINISH PER BLOCKING BELOW. W/ MIN. 7" EMBED. @ 6" ARCHS NOT REQ'D IF STUD IS MSTAM24 EA. SIDE OF TO TRUSS BELOW) CONNECTED W/ MTS12 EA. STUD TO WALL CONT. LEDGER w/ (2) 3/4" FLOOR SHEATHING ATTACHED BELOW W/ (9) 10d SHEATHING PER PLAN NAILS AND (5) 1/4"x2 ATTACH PER NAILING N 3/4" TAPCONS PER SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP STRAP;CENTER IMAX - EQUALLY ° STRAP BETWEEN a 2x8 #2 SYP P.T. SILL ( OF LEDGER - END MASONRY WALL AND PLATE W/ 1/2" EPDXY (2) 2x6 W/ HUC26-2. FRAME WALL ANCHOR BOLT OR IF SHEATHING IS NOT CONTRACTOR MAY USE J -BOLT W/ MIN, 7" CONTINUOUS TO BASE SIMPSON HTT4 AT ' 2 3/4"EMBED. @ 32" O.C. & 3" PLATE, SP8 TOP AND WINDOW JAMB STUDS FROM EA.END BOTTOM ARE REQ'D INSTEAD OF INDICATED ON WOOD USE MGA PLAN EXTERIOR FLAT STRAP. ° ° C.M.U. WALL PER PLAN INTERIOR FLAT STRAP MAX 1/8" GAP Fl SECTION @ OPEN TO ABOVE IS STILL REQUIRED AT BETWEEN SHEATHING JAMB STUD CONDITION AND CMU U coo_ a O SEE ARCHS FOR U) a FURRING AND 0 �COZ INTERIOR FINISH ° CONT. #5 IN TIE BEAM Q MASONRY WALL PER c� PLAN _ EXT. FINISH PER D ARCHS W AF'6 WALL SPLICE DETAILS 12 PER PLAN (2) 2x TOP PLATE -----' (2) 2x HEADER SEE PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d -- O.H. PER ELEV. 1-1/2"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO ID03 LEDGER (&— OPEN TO BELOW 2x4 LEDGER W/ (2) 10d NAILS @ 16" O.C. 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. 2ND STORY FIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL 6Fi� BRACING @ 2 STORY FRAME WALL 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 3/4"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ %2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN EXTERIOR WALL SHEATHING & 2x4 BLOCKING W/ (2) NAILING PER PLAN. SHEATHING CONT. 16d NAILS @ EACH TO 2nd STORY WALL BOTTOM PLATE END. BLOCK ATTACH PER NAILING SCHEDUL 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 PLAIN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 2x SYP #2 LEDGER TO 45° FROM UPPER FLOOR WALL W/ HORIZONTAL BRACE 1/4" X 3-1/2" SIMPSON NOT REQUIRED SDS SCREW @ 16" O.C. 6' FROM EAVES. 1 ti=1'-0" EXT. SHEATHING ATTACH PER NAILING SCHEDULE I SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL SEE 2NE 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR PLATE W/ 1/2" J -BOLT MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO SIMPSON H2.5 _ WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. W/ MIN. 7" EMBED. @ 6" STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS TO TRUSS BELOW) CONNECTED W/ MTS12 FROM EACH END & @ CONT. LEDGER w/ (2) 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 Q J 32" O.C. MAX W/ 2x BLOCKING W/ (2) 12d N I ISCREWS @ 16" O.C. TOENAILS EACH END (2) 2x4 #2 SYP WASHER. ALTERNATE IMAX - EQUALLY ° FLOOR TRUSS PER PLAN ( OF LEDGER - END CONNECTION: USE 1/2" SEE PLAN (2) 2x6 W/ HUC26-2. IO.C. IS REQUIRED LOW ROOF TRUSS SEE IF SHEATHING IS NOT ALL THREAD ROD W/ 7" °` CONTINUOUS TO BASE MIN. EMBED USING TRUSS IS CONT. BRG PLATE, SP8 TOP AND SIMPSON SET -XP MASONRY (SHOWN) BOTTOM ARE REQ'D EPDXY @ 6" FROM ON WOOD USE MGA PLAN EACH END & @ 32" O.C. ° ° C.M.U. WALL PER PLAN MAX W/ WASHER Fl SECTION @ OPEN TO ABOVE BLOCKING W/ SIMPSON SEE 2NE 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 SIMPSON H2.5 _ 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 I CONT. LEDGER w/ (2) 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 Q J PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d N I ISCREWS @ 16" O.C. TOENAILS EACH END (2) 2x4 #2 SYP NAILS. UNDER WINDOW JAMBS USE IMAX - EQUALLY ° FLOOR TRUSS PER PLAN BLOCKING W/ SIMPSON SEE 2NE r-- — -------- -------------I WALL SE ADDITIO INFORM W SIMPSON H2.5 HUC24-2 EACH END, TRUSS TO LEDGER I IMIN. 2x6 #2 SYP z r' I CONT. LEDGER w/ (2) USE (4) 10d & (2) 10d Q J I%4'x3" SDS WOOD W N I ISCREWS @ 16" O.C. QD NAILS. UNDER WINDOW JAMBS USE IMAX - EQUALLY ° SPACED & 3" FROM ( OF LEDGER - END LEDGER RECESSED SEE PLAN (2) 2x6 W/ HUC26-2. IO.C. IS REQUIRED LOW ROOF TRUSS SEE L-------------------------- J TRUSS PLAN FOR RECESS LEDGER CONNECTIONS (IF W TRUSS IS CONT. BRG ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE MGA PLAN CLIPS @ 24" O.C.) A_S�iSECTION @ COMBO TRUSS 5 3/4"=1'-0" (71 iX SPF TOP 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 TOENAILS EACH SDE GIRER t$tLUVVF WALL SHEATH NIG S SEEDLD02/SD2 FOR 1"=1'-0" \ / 1/2"=T -O" I I I I 13 �._.._/ FOR MORE INFO STOPPED BELOW MORE INFO IF 2x STUDS SEE PLAN ROOF LINE TRUSSES ARE EXT. SHEATHING FROM STUDS ABOVE ARE 2x BASE PLATE W/ 12d PARALLEL TO WALL 2x BRG WALL W/ ALIGN 2ND FLOOR TOP OF WALL TO DBL ROOF SHEATHING SIMPSON SP2 @TOP & 2x BLOCKING W/ (2) 12d STUDS w/ 1ST FLOOR .BOTTOM PLATE. IF TO ALIGN W/ STUDS p o @ 24" O.C. TO FLOOR ATTACHED PER SPI @BASE. LSTA18 TOENAILS EACH END STUDS SHEATHING IS NOT BELOW SYSTEM BELOW NAILING SCHEDULE OR MTS12 MAY BE CONT. ADD BLOCKING I I I I STA3 USED @BASE 2x BASE PLATE W/ (2) (2) 2x SPF#2 BASE @SHEATHING SPLICE 2x P.T. BLASE PLATE SEE HEADER TO PLYWOOD FLOORING 12d NAILS @ 12" O.C. PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS BUILT UP AL SEE FLOOR FRAMING EXTERIOR SHEATHING O @ EA. END. SIMPS. SP4 BEARING SCHEDULE FOR W/ 2 16d NAILS EACH A.B. INFO STUD PLAN FOR MORE INFO I ATTACH PER NAILING 3/4" FLOOR SHEATHING TRUSS, THEN ATTACH @ TOPREQ'D SCHEDULE ATTACHED PER 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING NAILING SCHEDULE @ 12" O.C. ATTACH PER NAILING SEE FOUND. PLAN FOR FTG. REQ: KUS N (2) 2x4 #2 SYP SCHEDULE BLOCKING W/ SIMPSON SIMPSON CS18 PER 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQt;zz� DIREC WF16/SD6 2x4 SYP#2 BLOCKING A B STRAPS TOP & I— — — -- — — HUC24-2 EACH END WALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH & MORE INFO W/ (2) 10d TOE NAILS BOTTOM OF EA. STUD — — — USE (4) 10d & (2) 10d SEE Pia" MAX. W/ 7' MIN. EMBEDMENT & BETWEEN FLOORS NAILS. UNDER -dk -- LOW ROOF TRUSS W/ PER BEARING WALL (2) 2x TOP PLATE WASHER SEE BEARING WALL SCHEDULE WINDOW JAMBS USE A 16 TALL RAISED HEEL SCHEDULE FOR MORE INFORMATION. (2) 2x6 W/ HUC26-2. SEE PLAN FOR BOTTOM CHORD ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN FLOOR GIRDER SEELOW ROOF TRUSS SEE FLOOR TRUSS PER EXTENSION BEARING WALL THREAD ROD 6" FROM EA. END OF C 4'-2" ATTACH TOP PLATE TO PLAN FOR CONNECTION TRUSS PLAN FOR PLAN REQUIREMENTS. ATTACH EACH TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT SEE TRUSS LAYOUT CONNECTIONS STUDS TO ALIGN W/ TO BEARING WALL MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5 10d NAILS INTO TOP MASONRY (SHOWN) STUDS ABOVE USING SIMPSON H10A SET -XP EPDXY) W/ WASHER PLATE AND (5 10d NAILS INTO FOR TRUSS LOCATION HEADER &CONNECTION INFO OR WOOD WALL PER U.N.O. ON FRAMING PLAN PLANS ✓F"I TYPICAL CONNECTION @GIRDER OR BEAM S14 SECTION @ RAISED HEEL TRUSS F2 SECTION @Z-0 TORY BRG. F1 2 STORY INTERIOR BEARING WALL 1/2"=1f_011 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, LCC is strictly prohibited. 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 2NE r-- — -------- -------------I WALL SE ADDITIO INFORM W SIMPSON H2.5 0 TRUSS TO LEDGER I IMIN. 2x6 #2 SYP z r' I CONT. LEDGER w/ (2) © Q J I%4'x3" SDS WOOD W N I ISCREWS @ 16" O.C. QD , .. IMAX - EQUALLY ° SPACED & 3" FROM ( OF LEDGER - END LEDGER RECESSED IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS L-------------------------- J OPT. TRUSS RECESS LEDGER 3/4"=1'-0" (71 iX SPF TOP 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 TOENAILS EACH SDE GIRER t$tLUVVF WALL SHEATH NIG S SEEDLD02/SD2 FOR 1"=1'-0" \ / 1/2"=T -O" I I I I 13 �._.._/ FOR MORE INFO STOPPED BELOW MORE INFO IF 2x STUDS SEE PLAN ROOF LINE TRUSSES ARE EXT. SHEATHING FROM STUDS ABOVE ARE 2x BASE PLATE W/ 12d PARALLEL TO WALL 2x BRG WALL W/ ALIGN 2ND FLOOR TOP OF WALL TO DBL ROOF SHEATHING SIMPSON SP2 @TOP & 2x BLOCKING W/ (2) 12d STUDS w/ 1ST FLOOR .BOTTOM PLATE. IF TO ALIGN W/ STUDS p o @ 24" O.C. TO FLOOR ATTACHED PER SPI @BASE. LSTA18 TOENAILS EACH END STUDS SHEATHING IS NOT BELOW SYSTEM BELOW NAILING SCHEDULE OR MTS12 MAY BE CONT. ADD BLOCKING I I I I STA3 USED @BASE 2x BASE PLATE W/ (2) (2) 2x SPF#2 BASE @SHEATHING SPLICE 2x P.T. BLASE PLATE SEE HEADER TO PLYWOOD FLOORING 12d NAILS @ 12" O.C. PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS BUILT UP AL SEE FLOOR FRAMING EXTERIOR SHEATHING O @ EA. END. SIMPS. SP4 BEARING SCHEDULE FOR W/ 2 16d NAILS EACH A.B. INFO STUD PLAN FOR MORE INFO I ATTACH PER NAILING 3/4" FLOOR SHEATHING TRUSS, THEN ATTACH @ TOPREQ'D SCHEDULE ATTACHED PER 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING NAILING SCHEDULE @ 12" O.C. ATTACH PER NAILING SEE FOUND. PLAN FOR FTG. REQ: KUS N (2) 2x4 #2 SYP SCHEDULE BLOCKING W/ SIMPSON SIMPSON CS18 PER 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQt;zz� DIREC WF16/SD6 2x4 SYP#2 BLOCKING A B STRAPS TOP & I— — — -- — — HUC24-2 EACH END WALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH & MORE INFO W/ (2) 10d TOE NAILS BOTTOM OF EA. STUD — — — USE (4) 10d & (2) 10d SEE Pia" MAX. W/ 7' MIN. EMBEDMENT & BETWEEN FLOORS NAILS. UNDER -dk -- LOW ROOF TRUSS W/ PER BEARING WALL (2) 2x TOP PLATE WASHER SEE BEARING WALL SCHEDULE WINDOW JAMBS USE A 16 TALL RAISED HEEL SCHEDULE FOR MORE INFORMATION. (2) 2x6 W/ HUC26-2. SEE PLAN FOR BOTTOM CHORD ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN FLOOR GIRDER SEELOW ROOF TRUSS SEE FLOOR TRUSS PER EXTENSION BEARING WALL THREAD ROD 6" FROM EA. END OF C 4'-2" ATTACH TOP PLATE TO PLAN FOR CONNECTION TRUSS PLAN FOR PLAN REQUIREMENTS. ATTACH EACH TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT SEE TRUSS LAYOUT CONNECTIONS STUDS TO ALIGN W/ TO BEARING WALL MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5 10d NAILS INTO TOP MASONRY (SHOWN) STUDS ABOVE USING SIMPSON H10A SET -XP EPDXY) W/ WASHER PLATE AND (5 10d NAILS INTO FOR TRUSS LOCATION HEADER &CONNECTION INFO OR WOOD WALL PER U.N.O. ON FRAMING PLAN PLANS ✓F"I TYPICAL CONNECTION @GIRDER OR BEAM S14 SECTION @ RAISED HEEL TRUSS F2 SECTION @Z-0 TORY BRG. F1 2 STORY INTERIOR BEARING WALL 1/2"=1f_011 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, LCC is strictly prohibited. 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 O Q z W 0 W z r' W © Q J 0 W N o O W ° Z CV O z r' W © Q J 0 W W W o W QD 0 W 0 U W = C7 V� W F _ W z °W0. 0 z C( U 5 0 � 3 U coo_ O W V U) a D m 0 �COZ z Q C c� CL CL CNI D BLDG DESIGN -- W STRUCTURALENG MCD -- . ._ ._..... - - _ W DRAFTING: -DESIGN - USTRUCT O c� QC CHECK CC 0) JOB No. .. PSQ-2180131 SCALE: W I - z -- - W DATE: 02/08/18 0 W F z W SD6 LL O O Z 0 o U a� U) w D T___. t -- . ................._....-- — -- _-_. O Q LU F- U) W d ®®�Iillll1911/�®'' Ujco ®oo •®®•.®®o..® ��/ ��� W ao •® •.th��.Y a ® W 2 0®®b ® O o. LL ®®®®!� O Ag1 9aa•® ep°" to z 0 > vo O� o w pq 8 g o U F- = �p 0 — O z o Q m W Z �X, ti 0 O W W .-- ULU �` ©UCH J v' (D r -E Q U 1....1 OU)ti- U - 0 U) N e— Ci _ (')wz©M�._ W ZQO-'u_(D =0 ~ din•M • - J0�o>: lz<03:2 _j E 0U F— 0zwz ¢=WY= �- �a QWLL W 0 0 3:p O W Z LL Q �O z -- w W ° Z CV O z 0 © Q J 0 W W W o 0 W u W = C7 V� W F _ W z °W0. C( U 5 � 3 U coo_ O W V U) a 0 �COZ z Q C c� CL CL CNI _ BLDG DESIGN -- W STRUCTURALENG MCD -- . ._ ._..... - - _ W DRAFTING: -DESIGN - USTRUCT MR/MB c� QC CHECK CC 0) JOB No. .. PSQ-2180131 SCALE: AS INDICATED I - z -- - W DATE: 02/08/18 0 W SD6 A -A PLAN VIEW @ 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) STANDARD (3) 2X12 MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 9'-0" ON REQ'D @ END OF LANDING Q Q m NOTCH SILL AND STRINGERS W/ STUDS REQ'D @ END W/ MIN. (6) 16d NAILS Z /� X i- 3/4" PLYWOOD OR OSB I-- SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) U¢�w J= a v OF LANDING 2x4 SILL PLATE W/ (2) SHEATHING OVER J FLOOR SYSTEM 16d NAILS FROM FOR VERTICAL z0 O z Q LANDING ATTACHED MIN. 2x8 SYP#2 JOIST (2)2x12 SYP#2 HEADER 10d NAILS @ 4" O.C. _ __-_--- = 0 0 U STUD COLUMN TO ALLOW VERTICAL TO BUILT-UP STUD FLOOR SYSTEM PER ti D M 0 PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR COLUMN TOENAILS BOTTOM 2x6 VERTICAL AND 2x L -BRACE W/ 12d U CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION NOTES ATTACHMENT TO RISE OF STEPS AND 0 W Y U) CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & O i LINE UP 2xJOIST IN C,� w C] c� rt- ,c Z I— z > oo CMU/LEDGER IN LIEU OF MIN. TREAD DEPTH ."""... 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR BLDG DESIGN: --- @ ANY OPENING W 0 LINE WITH MIDDLE STANDARD (3)2x12 DRAFTING W Cl�_ -DESIGN: --- U-STRUCT: MR/MB STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. O.C: 2x12 STRINGER TO BE SYP#2 STRINGERS W/ WOOD: NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. MID SPAN BLOCKING UTILIZED AS BLOCKING SIMPSON A35 / A34 (ATTACH TOP PLATE SCHEDULE HU210-2/HUC210-2 W/ 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO Z CLIP TO FLOOR TO STUDS W/ (2) 16d OPTIONAL (2)2x12 SYP#2 (18)16d NAILS TO PENDING LANDING W O. 0 DOUBLE TRUSS PARALLEL TO FLOOR MIN. 2x8 SYP#2 JOISTS SYSTEM & LANDING 0 DEPTH W/ (3) 10d HEIGHT AND PLAN ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORT AND z @ LANDING @ 16"O,C. FRAMING LAYOUT. HEADER © TOENAILS EACH END O EQUALLY o W/ SIMPSON A35 OR WITHIN SUPPORT co 0 if z g O� U_ z LUS26 HANGER ON WOOD: W/ SYP#2 HEADER WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER EACH SIDE REQUIRED. SEE PLAN HU210-2/HUC210-2 (18)16d MASONRY: CL W STUD TO BE _jp Uj p FOR REQUIRED MID SPAN BLOCKING NAILS TO LEDGER/SUPPORT HU210-2/HUC210-2 W/ M < ATTACHED TO TRUSS `- (2) 2x12 SYP#2 BEAMTO MATCH JOIST HEADER AND SUPPORT F_ � AND (10)10d NAILS TO (2)2x12 PER SCHEDULE REQ'D � PLAN R0'HABOVE DEPTH W/ (3) 10d ONE @MID -SPAN O W 3: `- • @ END OF LANDING SYP#2 HEADER TOENAILS EACH END W iw I I FOR STRINGERS TO � CONNECTIONS A34 @ EA. STRINGER MASONRY: NAILS TO (2)2x12 SYP#2 CONNECT TO, BEAM SEE PLAN FOR 2x4 #2 SPF STUDS @ X TO BEAR DIRECTLY ONMIN. HEADER I TO LANDING 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS LU MASONRY WALL OR MASONRY OOND CL olVIIIIIH1111" Ld (y) 1/4"x3-1/4" TAPCONS TO CMU ATTACHING TO MASONRY BELOW OR ®e`���®®®0000e®®®o*' Uj CiZ I 4�:0 0L) n Q U WALL) CONT. LEDGER w/ (3) ALTERNATE HANGER V 0 �— v« Q LLl SEE TABLE FOR MAX. 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS AND (10) 10d NAILS TO (2)2x12 WIDTH OF LANDING TO EACH STUD. ((2) 1/4" x 3 DETAIL 2x JOIST (P.T. IF U) 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW @ 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) STAIR WINDER DETAIL MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING O w 9'-0" ON REQ'D @ END OF LANDING Q Q m NOTCH SILL AND Z<03: Uj o z W/ MIN. (6) 16d NAILS Z 11 SEE PLAN FOR DEPTH X i- 3/4" PLYWOOD OR OSB I-- PLYWOOD SHEATHING FROM (2)2x12 SYP#2 U¢�w J= a v OF LANDING 2x4 SILL PLATE W/ (2) SHEATHING OVER J OVER LANDING HEADER TO BUILT UP FOR VERTICAL z0 O z Q LANDING ATTACHED MIN. 2x8 SYP#2 JOIST ATTACHED PER 10d NAILS @ 4" O.C. _ __-_--- = 0 0 U STUD COLUMN TO ALLOW VERTICAL FLOOR SYSTEM PER ti D M 0 PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR OPTIONAL (2)2x12 SYP#2 TOENAILS BOTTOM 2x6 VERTICAL AND 2x L -BRACE W/ 12d U CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION NOTES ATTACHMENT TO RISE OF STEPS AND 0 W Y U) CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & O i MASONRY WALL) C,� w C] c� rt- ,c Z I— z > oo CMU/LEDGER IN LIEU OF MIN. TREAD DEPTH ."""... 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR BLDG DESIGN: --- @ ANY OPENING W 0 BEAM @ END OF BUILT UP COLUMN16" DRAFTING W Cl�_ -DESIGN: --- U-STRUCT: MR/MB STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. O.C: O LANDING PER WOOD: NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. MID SPAN BLOCKING MAX (ATTACH TOP PLATE SCHEDULE HU210-2/HUC210-2 W/ 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO Z TO MATCH JOIST TO STUDS W/ (2) 16d OPTIONAL (2)2x12 SYP#2 (18)16d NAILS TO PENDING LANDING W O. 0 DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" 3 1/2" �\ TOE NAILS 0 DEPTH W/ (3) 10d HEIGHT AND PLAN ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORT AND LAYOUT. HEADER © TOENAILS EACH END O EQUALLY IN LIEU OF BUILT UP COLUMN (10)10d NAILS TO (2)2x12 WITHIN SUPPORT co 0 if z g 2x4 #2 SPF STUDS @ WOOD: W/ SYP#2 HEADER WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER REQUIRED. SEE PLAN HU210-2/HUC210-2 (18)16d MASONRY: CL W STUD TO BE 2x12 STRINGERS ONE 2xEACH Uj p FOR REQUIRED W NAILS TO LEDGER/SUPPORT HU210-2/HUC210-2 W/ ATTACHED TO TRUSS ON SIDE AND h HEADER AND SUPPORT NAILS '�`�` AND (10)10d NAILS TO (2)2x12 (18) 1/4"x3-1/4" TAPCONSw � PLAN R0'HABOVE BELOW (OTHERWISE ATTACH W/ (2) 12d ONE @MID -SPAN O o SIMPSON A35 SYP#2 HEADER TO CMU AND (10) 10d W MAX.. 4SEE FLOOR I I TOENAILS @ BOTTOM) � CONNECTIONS A34 @ EA. STRINGER MASONRY: NAILS TO (2)2x12 SYP#2 SEE PLAN FOR 2x4 #2 SPF STUDS @ X HU210-2/11HUC210-2 W/ (18) HEADER I TO LANDING LU MASONRY WALL OR MASONRY OOND CL olVIIIIIH1111" Ld (y) 1/4"x3-1/4" TAPCONS TO CMU /�j������ 0 ®e`���®®®0000e®®®o*' Uj CiZ I 4�:0 0L) n Q U NOTCH FLOOR V 0 �— v« Q LLl WOOD WALL ., vsr,;�,M p CO z AND (10) 10d NAILS TO (2)2x12 STANDARD 3 2X12 O O LL ����I�Iillll� m 2x JOIST (P.T. IF U) TOENAILS BOTTOM ( SHEATHING TO U FAME WALLABEYLL SYP#2 HEADER SYP #2 STRINGERS W/ p o w p u i I ACCOMMODATE 2x D SIMPSON A34 /A35 U z � v WALL) CONT LEDGER w/ I CLIP TO FLOOR 2x4 SILL PLATE W/ (2) FLOOR SHEATHING I I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. SYSTEM &LANDING NOTCH SILL AND — 10d NAILS @ 4" O.C. 13-13 CROSS SECTION OF BEAM TO LEDGER FRAMING OF LANDING FOR MIN. 2x8 SYP#2 JOIST (P.T. IF MAX. TO EACH STUD. ((2) (2) 2x12 SYP#2 BEAM PER ATTACHING TO MASONRY (NOTCHED @ 2x6 SCHEDULE REQ'D @.END OF STRINGERS TO OR LANDING FOR MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d STRINGERS TO BE NOTCHED 2x12 STRINGERS ONE I I I I STRINGERS TO @ LANDING @ 16"O.C, NAILS @ 16" O.C. MAX. TO EACH AT LANDING OR LET -IN 2x4 CONNECT BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS SYP#2 CLEAT AND ATTACH TO ) DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY JOISTS BELOW W/(2) -12d NAILS I I I I CONNECT TO. BEAM COLUMNS BELOW OR EACH SIDE WALL) @ 16" O.C. TO SLIDE DOWN TO ALTERNATE HANGER @ =� ONE @ MID -SPAN GNOT USED 2x4 #2 SPF STUDS 24"OC a RIGHT OF THIS DETAIL (3) 16d TOENAILS SEE ARCH PLAN I I 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6'-0" @ � o MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO OC MIN AND @ ANY L.L„ z - A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BEAM/JOISTS REQUIREMENT AT LANDING O BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 O w 9'-0" ON <(D Q Q m NOTCH SILL AND Z<03: Uj o z _ Z ~ Q X i- W I-- J U¢�w J= a v >W 2x4 SILL PLATE W/ (2) �_ J KNEEWALL 2x4 #2 SPF STUDS @ w 0 FOR VERTICAL z0 O z Q w .- W U n W NOTE: 10d NAILS @ 4" O.C. _ __-_--- = 0 0 U --- TO ALLOW VERTICAL FLOOR SYSTEM PER ti D M 0 SEE ARCHSFOR MAX. , (NOTCHED @ 2x6 VERTICAL LOCATIONS). Q W 0 z TOENAILS BOTTOM 2x6 VERTICAL AND 2x L -BRACE W/ 12d U N 0 0 = RISE OF STEPS AND 0 RIGHT OF THIS DETAIL (3) 16d TOENAILS SEE ARCH PLAN I I 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6'-0" @ � o MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO OC MIN AND @ ANY L.L„ z - A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BEAM/JOISTS REQUIREMENT AT LANDING O BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 O w 9'-0" ON <(D Q Q m NOTCH SILL AND Z<03: Uj o W - Z ~ Q X i- W I-- J U¢�w J= a © >W 2x4 SILL PLATE W/ (2) �_ J KNEEWALL 2x4 #2 SPF STUDS @ w 0 FOR VERTICAL z0 O z Q w .- W U n W NOTE: 10d NAILS @ 4" O.C. _ __-_--- = 0 0 U --- TO ALLOW VERTICAL FLOOR SYSTEM PER Z D M 0 SEE ARCHSFOR MAX. , (NOTCHED @ 2x6 VERTICAL LOCATIONS). Q W 0 z TOENAILS BOTTOM 2x6 VERTICAL AND 2x L -BRACE W/ 12d U °� uj Oz _ N �' 0 0 = RISE OF STEPS AND 0 W Y U) CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & O i p J C,� w C] c� rt- ,c Z I— z > oo 5 m MIN. TREAD DEPTH ."""... 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR BLDG DESIGN: --- @ ANY OPENING W 0 U) 0 DRAFTING W Cl�_ -DESIGN: --- U-STRUCT: MR/MB STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. O 2x4 CONT. TOP PLATE NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. LLLU (ATTACH TOP PLATE 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO Z ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d PENDING LANDING W O. 0 DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" 3 1/2" �\ TOE NAILS HEIGHT AND PLAN cn Z I.- LAYOUT. HEADER O EQUALLY WITHIN SUPPORT co SPACED/CENTERED IN 2x4 #2 SPF STUDS @ WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER REQUIRED. SEE PLAN CL W STUD TO BE 2x12 STRINGERS ONE 2xEACH FOR REQUIRED W D ATTACHED TO TRUSS ON SIDE AND HEADER AND SUPPORT NAILS '�`�` � PLAN R0'HABOVE BELOW (OTHERWISE ATTACH W/ (2) 12d ONE @MID -SPAN O A INFORMATION. W MAX.. 4SEE FLOOR I I TOENAILS @ BOTTOM) A34 @ EA. STRINGER H 2x4 #2 SPF STUDS @ X X I TO LANDING LU CL olVIIIIIH1111" Ld (y) 000 /�j������ 0 ®e`���®®®0000e®®®o*' Uj CiZ I 4�:0 0L) n Q U NOTCH FLOOR V 0 �— v« Q LLl 2x4 SILL PLATE (2) ., vsr,;�,M p CO z O LL ����I�Iillll� m 2x JOIST (P.T. IF U) TOENAILS BOTTOM ( SHEATHING TO U . 16d TOE NAIL EA. 2x ATTACHED TO O o w ATTACHING TO MASONRY u i I ACCOMMODATE 2x D 0 U z � RIGHT OF THIS DETAIL (3) 16d TOENAILS SEE ARCH PLAN I I 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6'-0" @ � o MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO OC MIN AND @ ANY L.L„ z - A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" BOTTOM CHORD X ....�.�..... STUDS W/ (2) 16d TOE OPENING W/IN X NAILS HANDRAIL J W Q ON <(D Q Q m NOTCH SILL AND Z<03: Uj o W - Z ~ Q NOTCH SILL PLATEU_ z I-- J U¢�w J= a © >W 2x4 SILL PLATE W/ (2) �_ J KNEEWALL 2x4 #2 SPF STUDS @ LW FOR VERTICAL z0 O z Q w .- W U n W NOTE: 10d NAILS @ 4" O.C. _ __-_--- = 0 24" O.C. W/ (2) 12dM --- TO ALLOW VERTICAL FLOOR SYSTEM PER Z D M 0 SEE ARCHSFOR MAX. , (NOTCHED @ 2x6 VERTICAL LOCATIONS). Q W 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM TOENAILS BOTTOM 2x6 VERTICAL AND 2x L -BRACE W/ 12d U °� uj Oz _ N �' 0 0 = RISE OF STEPS AND 0 W Y U) CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & O i FACE OF TRUSS C,� w C] c� rt- ,c Z I— z > oo BOTTOM CHORD TO LANDING ....�.�..... <_O J W = J W JOB No. PSQ-2180131 ON 3 Q SCALE: AS INDICATED NOTCH SILL AND Z<03: Uj o W - Z ~ Q OzPWxQ z I-- J U¢�w J= a © >W o �_ J PLYWOOD FLOORING LW L./ z0 Z w o Q NOTE: z _ __-_--- = 0 --- TO ALLOW VERTICAL FLOOR SYSTEM PER Z SEE ARCHSFOR MAX. , z Q W 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND TO SLIDE DOWN TO FRAMING PLAN TYP. 0 0 = RISE OF STEPS AND 0 W Y U) CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE @ 6'-0" O.C. & 00 Z FACE OF TRUSS MIN. TREAD DEPTH ."""... 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR BLDG DESIGN: --- @ ANY OPENING W 0 U) SECTION X -X DRAFTING W Cl�_ -DESIGN: --- U-STRUCT: MR/MB STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. 2x4 CONT. TOP PLATE NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. (ATTACH TOP PLATE 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d PENDING LANDING CONSTRUCTION. DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" 3 1/2" �\ TOE NAILS HEIGHT AND PLAN SDS WOOD SCREWS LAYOUT. HEADER N.T.S. EQUALLY WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 2x12 STRINGERS ONE 2xEACH FOR REQUIRED STUDS W/(2)16d TOE 3' ATTACHED TO TRUSS ON SIDE AND HEADER AND SUPPORT NAILS '�`�` � PLAN R0'HABOVE BELOW (OTHERWISE ATTACH W/ (2) 12d ONE @MID -SPAN A A INFORMATION. MAX.. 4SEE FLOOR I I TOENAILS @ BOTTOM) A34 @ EA. STRINGER 2x4 #2 SPF STUDS @ X X I TO LANDING 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE (2) 2x JOIST (P.T. IF TOENAILS BOTTOM ( SHEATHING TO I . 16d TOE NAIL EA. 2x ATTACHED TO ATTACHING TO MASONRY I ACCOMMODATE 2x CONT. BRACE & 10d NAILS @ 4" O.C. TO STRINGER (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ I 2x4 SILL PLATE W/ (2) FLOOR SHEATHING I I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. NOTCH SILL AND — 10d NAILS @ 4" O.C. OF LANDING FOR MAX. TO EACH STUD. ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 2x12 STRINGERS ONE I I I I STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). ) ATTACH 2x4 TO TRUSS ON EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR TO SLIDE DOWN TO W/ (2) %4"x3" SDS ONE @ MID -SPAN I I I I TO BEAR DIRECTLY ON MASONRY WALL) FACE OF TRUSS I SCREWS EQUALLY Z I I I I BUILT UP COLUMN -SPACED -- & CENTERED I I I BELOW. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND N TRUSS A35 CONNECTION III TO %4"' x 3" L -BRACE @ 6'-0" O.C. & Sit WOOD OR MASONRY SDS WOOD SCREWS WOO S @ ANY OPENING WALL SEE PLAN FOR 2x8 P.T. SPF #2 (MIN.) LET -1N MORE INFO EQUALLY FASTEN TO SLAB USING MIN, (3) 2x4 SYP #2 SPACED/CENTERED IN TRUSS SEE PLAN TRUSS MIN. (6) 1/4"x3-1/4" EVENLY COLUMN 2x JOIST PER ACE OFOTRUSS OUTSIDE SPACED TAPCONS @ MIN. SCHEDULE END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR W p LU U) ....�.�..... <_O J W = J W JOB No. PSQ-2180131 ON 3 Q SCALE: AS INDICATED ST01 GENERAL LANDING & Z<03: Uj o W - Z ~ Q OzPWxQ z I-- J U¢�w J= a © >W o �_ J W W LW L./ z0 Z w o Q �O z _ __-_--- = 0 --- PER FLOOR PLAN p LU U) ....�.�..... co JOB No. PSQ-2180131 CL Z N Q SCALE: AS INDICATED ST01 GENERAL LANDING & O o DATE: 02/0$/1$ 0 ~ Q FLOOR TRUSSES SCALE: 3/4° = 1'-0" z J _ o >W o �_ J W W z0 w n LU = 0 H Z z Q W H 0 0 = 0 W Y U) 00 Z W 0. G. cV ."""... BLDG DESIGN: --- W 0 U) STRUCTURAL ENG: MCD DRAFTING W Cl�_ -DESIGN: --- U-STRUCT: MR/MB D PER FLOOR PLAN N.T.S. QC CHECK. CC co JOB No. PSQ-2180131 Q SCALE: AS INDICATED ST01 GENERAL LANDING & (ST03 SECTION HANDRAIL W/ o DATE: 02/0$/1$ STAIR FRAMING INFO SCALE: 3/4" =1'-0" FLOOR TRUSSES SCALE: 3/4° = 1'-0" ST1 _ 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, LCC is strictly prohibited. �_ I