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3914 Saltmarsh Lp 18-1236 (a)y;� �i eba co3 e•° i s Ul O ° O F- �/e e, ,y e 0,0 L4 aq z c� N w co e— Q Q 1�- O cN U ..,.I N u- C � Cp >< ' CL W N (.0O � C N OQ•E 0 r �.. +, .. Lo CU co u - c �w z m z �g m a E 0 v, w E 0 tni U D i i r N Ln > W N ' E M Cn 4O — M M o in j � M - J O N - � N a0.+ c) (n � Q ] M i ce 00 N O Lr) O Q ] OO h p. > -v 7 > Q) Q C = QN o C Q w Ln O E .1 J J ] C ISSUE DATE 02/23/2018 REVISIONS L PROJECT: 18-0170 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE 00 y;� 4 'o to H.B. 30'-0" 141-811 15v-4" Slab Plan " A B ,C" 1 (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (2204) .B. ti r 4 GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4, PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = 3'-0" * ALL INT. DOORS TO BE 6'-8" TALL U.N,O.OR PER BUILDER/CLIENT In `�O ° °°•s®so° o��� Imo' ooCID to OD w cr- Z o u1 d ° 0 O 0 ° 911 w t-- - - -00 - N to o C3 Z S C:) e -- d- O Imo- M 0 U N .I co O z 0 ul w 0 z Un w 0 vi 2 CL Li uj w Z Ld H S O O Z O O UJ W (/7 a vi w O 2 W O Y d O � O x w z z Q z ¢ O 0 Z r ¢ LL m O LL W o Z 7 W O w z ¢ `�O ° °°•s®so° o��� Imo' ooCID - s°14- Co f/j °4el 0 OD w cr- Z o u1 d ° 0 O ° 911 t-- - - -00 - N to o C3 Z C:) e -- d- O Imo- M 0 U N .I co <(Yam04 E (D � CD 0 cu N �-. N oop.N, O E Scu� 00 Q IZ H rnw Z N Z N 0. E 0 uJ t a w E � in U 0 j 00 L N Q 0 a 0 n 0 � v` 0 40 - M un M rn n � M i C) O - N (0 0000 N V N Ln 4 H C M (5 am C N LL� 0 � i�. > Q1 > Q " c c Q ui �.n 0 a. � , 4 i . r ISSUE DATE 02/23/2018 REVISIONS PROJECT: 18-0170 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS _ SLAB PLAN 01 300-011 14'-8" 15'-4" 4,_4„ 8,_0„ 14.4" (�Olvmc) -� 3050 S.H. 3050 S.H. (EGRESS) 9'-4" CLG. `m w b H.B. � O z Covered Lanai �- 9'•4" CLG. F.F.F. 8„ 13'-4" 8„ 31.4" 8'-0„ 41-011 1 4" 8'-0'" x 8'-0" S.G.D. ._ o0 2,-0„ c °Q R- Master Suite 10'•4" TRAY CLC. M c, .----- - ---- - cli - - _.._ _ _ - - Gathering Room LO�- 9'-4" 4 9'-4" CLG. C CLC. T 2x6 LL -- LAV �� �_ �� .� HDR. @ - 8-8 A.F.F. B.1 uj VANITY w/ B '� R`b_ o MIRROR ABV. ri 9'•0" CLG. �r, R &_S....._.. 22"x30" r� LAV ATTIC ACCESS 42" HIGH KNEEWALL wl M - TEMP GLASS 2 ;2„ 3,_2„ 8„ c'sr `-4 ENCLOSURE ABV. —L131-211 W.I.C. ...--- -- 9.0 CLG 31/2" E C? \ j'SHOWER C* LINE OF FLOOR ABV. Cfj F`" o N ; .-Sk' � a & S: -- ��� 4 Dining Room M - -- __ 8'-0" G T 'L+ `� _-_ 9'-4" CLC. 3'-10" 5,,,0„ 2,-0„ 10„ 2,_0„ 21_0„ 4'-0„ 90.010 12" TOP EXT `Q, ,;,,_. FRAME 34112" KNEEWALL t° STORAGE $p '* BELOW 36" BARTOP SLOPED CLG. 6 112" GYPSUM - T G > -- - --i- to BOARDS APPLIED- _ a TO THE UNDER STAIR SURFACE D.W...-.- DBL. SINK w/ AND SIDES _._ N DISPOSAL " _KlIr ��0Kitchen�= � I I 42 _O1 Io 9'-4" CLG. n o U � KNEEWALL � � � _ (TYP) L 16 B.F. (,_� _- L_ _.. 77. "" $r Cl)1. 9'-4" CLG. (OPT).. ___......-.__ REF. _ T COUNTERTOPS 0 _ IJ _ ..... --- -- 1� � M.T. 5 SH 36" HT. w/ CAB. ABV. C� 4h -11 - - ,i Y 2� M o C+ N M M -©\.: FULL HT. SLN_l� Fo er WALL 9'-4" CLO 0 LL: C1C14 T-10 `�`� 4 5,_0„ 6„ 6,,4„ 2,•,4„ 81-41' 21-41' N Cw. C. LINE OF FLOOR ABV. F -- M.T. 22" X 46` - - _-_ _ _.l �,. ATTIC -4' -- 5/8"TYPE X DRYWALL t - _._ ON CEILING (TYP) , 511-8111 T-0" 8", 810 191-4" 81' �r a o ZION Envy _ 2 Car Carafe E a 9'-4" CLG F.F.F. 9'-4" CLG F.F.F. w 4 I oT I -- — - _ co 16'-0" x 7'-0" GAR. DR. First Floor Plan " (Standard) A,B ,C" SCALE: 1/8" = TV (11x17) 1/4" = TV (2204) VENT HOOD TO EXT. H.B. 'p 0 GENERAL NOTES KEY: EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) ABBREVIATIONS: ~ 2- # OF DOORS. 4 • 2- # OF WINDOWS. eo • FR- FRENCH DOORS VENT HOOD TO EXT. H.B. 'p 0 GENERAL NOTES KEY: Pe Derr®reooereov/I/�� I�✓y' :u 00 26• eore000 �``e W d co r•a � Q—j C: J C:) 0 d' I` E O 04 O U CO Q C- Q) C14� N RfU)N� p } co .� N C I` p to �- O C) E O E: LO Cc �< 00 <C a u- c w z �z -a � J E a w Q w w � U a W c� Q a. o o �y� N O N W OO a J n i.e. E M w OL Li -0 - (n O w O un ' d' a M 0) Uj � M 4-0 rz- J C7 Z Z m i � O CO fV fo C) Cn CM7 V � � Ln O cd o � r C N O z .� L] '' N > p C s= �C��`= Q LTJ In 0 0- m �r w Q w o Q ISSUE DATE 02/23/2018 REVISIONS PROJECT: 18-0170 r SCALE AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) ABBREVIATIONS: 2- # OF DOORS. • 2- # OF WINDOWS. • MT - METAL THRESHOLD • FR- FRENCH DOORS • SL - SIDE LIGHT • FG - FIXED GLASS • TR -TRANSOM • GB - GLASS BLOCK • PKT - POCKET DOOR • OBS - OBSCURED GLASS • TEMP - TEMPERED GLASS • SH - SINGLE HUNG • DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER • BP -BYPASS • BF - BIFOLD • TYP. - TYPICAL NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 2' U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 0 2' U.N.O. 0 0 14. ALL INT. FIRST FLOOR CEILINGS AT 9-41U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. a 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH 0 o HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR U MORE SHALL BE CONSIDERED SHEAR WALL SWS = m SHEAR WALL SEGMENTS. o 16. OPENING BETWEEN GARAGE AND RESIDENCE oz SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR Q NOT LESS THAN 1 3/8" THICKNESS AS PER 0 z FBC-R302.5.1. z w 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE 0 o CEILING BENEATH HABITABLE ROOMS (TYP.) 4 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 Cn W O M.P.H. N Z 19. ALL TUB & SHOWER UNITS WILL HAVE n ANTI -SCALDING DEVICES INSTALLED. uj U, L2 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A CD v, MIN. OF 24" ABOVE FINISHED FLOOR BEING o SERVER PER (FBC-R312.2). z Q 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER c BUILDER / CLIENT m ui DOOR NOTE KEY: a 0 Lj DOOR SIZE CALLOUT: F_ 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD r 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" WINDOW NOTE KEY: 0 mi o WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" " 2050 = 2'-0" x 5'-0" Cn 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & Cr INCHES AS PER THE EXAMPLE TABLE ABOVE. w Area Tabulations m w Living: un 0 1 st floor: 1,324 sf z 2nd Floor: 754 Sf Lj j 0 Total Living: 2,078 Sf entry: 62 sf CL covered lanai: 112 sf a garage: 420 sf if Total Area: 2,572 sf o Pe Derr®reooereov/I/�� I�✓y' :u 00 26• eore000 �``e W d co r•a � Q—j C: J C:) 0 d' I` E O 04 O U CO Q C- Q) C14� N RfU)N� p } co .� N C I` p to �- O C) E O E: LO Cc �< 00 <C a u- c w z �z -a � J E a w Q w w � U a W c� Q a. o o �y� N O N W OO a J n i.e. E M w OL Li -0 - (n O w O un ' d' a M 0) Uj � M 4-0 rz- J C7 Z Z m i � O CO fV fo C) Cn CM7 V � � Ln O cd o � r C N O z .� L] '' N > p C s= �C��`= Q LTJ In 0 0- m �r w Q w o Q ISSUE DATE 02/23/2018 REVISIONS PROJECT: 18-0170 r SCALE AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN in 5 Second Floor Plan "A,B,C" (Standard) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) V Q N p s 4 0 _o cn w 0 z rK Q z cn Y m a 0 m z 0 in co w a - z w w x w w c� z z Q m 0 9 ��III111111//e 0 l <' v, w m Lu w Q 0 z 0 Q w m 0 m a z GENERAL NOTES KEY: cow, 00 0 . CIDm W THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR 0i . z EXCEED REQUIREMENTS OF THE (2017) FLORIDA N e 80 BUILDING CODE (6TH EDITION) 00 ABBREVIATIONS: oo•00000•o � • 2- # OF DOORS. V • 2- # OF WINDOWS. • MT - METAL THRESHOLD CDP Jl • FR - FRENCH DOORS U- • SL - SIDE LIGHT C:) 0 • FG - FIXED GLASS M � • TR -TRANSOM N J U- N C • GB - GLASS BLOCK (.0 co • PKT - POCKET DOOR <amNE • OBS - OBSCURED GLASS (0 p N CC a)I`ap"- • TEMP - TEMPERED GLASS 0 0 E 0E .... • SH - SINGLE HUNG X to LL C: U) rn • DH - DOUBLE HUNG w z z • HR - HORIZONTAL ROLLER a' a E • BP - BYPASS a • BF - BIFOLD W • TYP. - TYPICAL v o NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS n 0 a 0 WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. (5 NOTES: M - �fu M (17 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON 011 *� M JOB SITE. J 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE O O FROM CALCULATED DIMENSIONS ONLY. ANY N O DISCREPANCIES OR ERRORS TO BE REPORTED CD M -� PROMPTLY TO SUPERVISOR FOR CLARIFICATION. Ln H M r 3. MECHANICAL EQUIP. LOCATIONS WILL BE C 0 0 DETERMINED BY COMMUNITY AND COUNTY L "> a j -0 L o c CODES. B 0 O w L 0 a 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB i PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ ISSUE DATE 02/23/2018 WASHER SPACE. REVISIONS 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE PROJECT: 18-0170 @ REF. SPACE. AS NOTED DRAWN BY: JML & JFT -. --- --_ __.___ _ __....._....._ 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. FLOOR PLAN 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPEC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 21" U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 U.N.O. ca 0 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. +• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o 0 w 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR o u MORE SHALL BE CONSIDERED SHEAR WALL SWS = LJ SHEAR WALL SEGMENTS. a 16. OPENING BETWEEN GARAGE AND RESIDENCE o SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR a NOT LESS THAN 1 3/8" THICKNESS AS PER N FBC-R302.5.1. Cn w 17, INSTALL 5/8" TYPE X DRYWALL ON GARAGE M o CEILING BENEATH HABITABLE ROOMS (TYP.) a 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 co 0 M.P.H. vi z 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. cn w 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A cV) MIN. OF 24" ABOVE FINISHED FLOOR BEING o SERVER PER (FBC-R312.2). 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER Q BUILDER / CLIENT o vi z DOOR NOTE KEY: w � DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z 24 = 2'4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8.. 30 = T-0" o 0 WINDOW NOTE KEY: z 0 WINDOW SIZE CALLOUT: M o 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5-0" 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. N _o cn w 0 z rK Q z cn Y m a 0 m z 0 in co w a - z w w x w w c� z z Q m 0 9 ��III111111//e 0 l <' v, w m Lu w Q 0 z 0 Q w m 0 m a z cow, 00 0 . CIDm W 6- :�� u oo J 0i . z N e 80 00 "� oo•00000•o � V CDP Jl U- - C:) 0 o Pes- M � O U N J U- N C (.0 co r CZ <amNE caU)NCD (0 p N CC a)I`ap"- ,.. 0 0 E 0E .... LOM V_ 2--! 00 <D. X to LL C: U) rn w z z a' a E a w W v o N n 0 a 0 N E M (5 0 'S (ii o ' M - �fu M (17 011 *� M O J O O N �k N O CD M -� �ON �o Ln H M r 4— C 0 0 cn C i O L "> a j -0 L o c =p <t B 0 O w L 0 a �r i ISSUE DATE 02/23/2018 REVISIONS PROJECT: 18-0170 SCALE: AS NOTED DRAWN BY: JML & JFT -. --- --_ __.___ _ __....._....._ DESIGNED BY: MJS FLOOR PLAN 03 1 801 3 _2 2#' 61/2" SCALE: 3/4" = 1'-0" (11x17)1 1/2" 1'-0" (2436) 3 8 " OVER' NG DN [TAIL —,9'-0" BRG. HT,_� @ SECOND FLOOR 7'-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'FL66R 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. Front Elevation "C" (Standard) SCALE: 1/8" = T -O" (11x17) 1/4" = T -O" (2204)_ FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. 9'-0" BRG. HT, @ SECOND FLOOR @ SECOND FLOOR 11'-4" BRG. HT. @ ENTRY 10'-8 3/4" FIN.FLR, HT. @ SECOND FLOOR 9'-4" BRG. HT. - --------- 8'-0" HDR. HT. -- __1* -------- _1x8 SMOOTH FINISH BAND (TYP.) -DEC. LIGHTING (TYP.) ,, 0'-0" FIN. FLR. Rear Elevation " C" (Standard) SCALE: 1/8" = T -O" (11x17) 1/4" = T -O" (2204) 9'-0" BRG. HT. ---------- @ - SECOND FLOOR 7'-8" HDR. HT. .......... @ SECOND FLOOR 10'-8 3/4" FIN, FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M,U. (TYP.) 0'-0" FIN. FLR. ATTIC VENT CALCIS: (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 -L OF VENTED 160 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: 4.17 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF. @ 0.074 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 0 0 LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 1/8" = T -O" (11x17) 1/4" = T-13" (2204) cy- 0 z Ld CK (f) z CD V) LLJ 0 M V) Ld V) LLI L/) Ld CD FA Ld 0 C) z U) Q C/, z 0 Lj_j D__ U) CL 0 U 0 O0 C/) t: U) LLj L.J m U_j cr L.J O LLJ cr, 0 u� V) D 0 M 0 0 cn U) a- x w z m 0 z 0 M LLJ ltp-� 00 G�' 0 Q) J4(i u 0 Lq 0 c') :z —00 0 0 0. 0 0 0 % 0600 it, fill co C-1 C:) ,1-0 . .... ... .. ...... ... 0 E M 0 4--1 u - C;) CD c (0 (0 > " < 0- mI 04 04 E cu (n 04(D (.0 0 c cj) r-- C:) Opted. 0 E oo M . . = m cx) CL u - UJ z o U) _c x w E z 0 0 41 70 mmm�_ w ------- --------- -- 00 0 T-1 r. -ft 0 CL 9 N N E c: C) m =fu a E u- C) 4 -J 0 ro 42 c: Ln T-4 M ro m Ln 44Z co 4-1 0 CD N a) fu 4-Ul Q :3 Ix L .5 C) Ln 0 00 rq a. u C "a CO U- O C 2 4 0 0 < wLn 0 n - ISSUE DATE 02/23/2018 REVISIONS PROJECT: 18-0170 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 11'-4'" BRG. HT. @ ENTRY 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN, FLR. ....... ... 9--0- BRG. HT. rmSECOND FLOOR 7 T-8" HDR. HT. @SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER CD 7/1611 OSB. SHEATHING (TYP.) D @ ENTRY 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'4" BRG. HT. A IV 8'-0" HDR. HT. A 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. i FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. Left Elevation "C" (Standard) SCALE: 1/8" = T -O" (11x17) 1/4" = T -O" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. Right Elevation "C" (Standard) SCALE: 1/8" = TV (11x17) 1/4" = TV (22x34)- 9'-0" BRG. HT. @ SECOND FLOOR 7'-$" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT, @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN, FLR. z SNO%J11111111114 .......... 00 % c.j co 10 � ec'o W0: L) 'e Int % 4F, 0 ®®�®�''�rr't m' ► ► ►p���`` 'Lu. to (3. CO ca C) C) CJ M E 0 U ti cn CD > < a m 04 E tests' CO N CO 0 CD cn 0 0 a 0 E S LO Cc .. T- :!=! = M oo < CL u - Lu as z z 0 _r_ Lu E z 0 0 LU O GL 0 O+- V) LL LD 0 N. V) 00 CL .3 r -s r w2 2 0 rr,4 y E LLJ a- ^C,, c- " fu aE LL C :!.e I C) m '2 0 ul) 40 c/) cl)m Lr, wcl� 0- X Li * LLJ z Z 5 I cn ro =3 C) -sle 00 fu fN Ln 0- ro 45 o O LL CN? C)t= 0 , L4j 5; CL -0 �j 0 > C:) C r 7) p ro 0 LLJ Q uj Ln 0 0- m LLJ �-E L'i C z O (.n I-- �j ... ... ... ... cm) ISSUE DATE 02/23/2018 0 L� cy- REVISIONS ..... .. ....... :< PROJECT: 18-0170 >- SCALE: AS NOTED ............. Z DRAWN BY: JIVIL & JFT DESIGNED BY: MJS ELEVATIONS "C" 0 5.0 NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION SECTION R311.7 2. MAX HT. OF RISER TO BE 7 3/4". 3. MIN. WIDTH OF TREAD TO BE 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 . 9'-0" BRG. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR -- 9'-4" BRG. HT. 2x4 P.T. IN BETWEEN STRINGERS - ATTACH TO SLAB wl 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4 TOE NAILED TO STRINGER. --�TYP STA�R CONNECT. si Q 06 SCALE: 3/4" = TV (11x17) 1 1/2" = TV (22"04") 10" , A Raised Floor Detail ( )j O6 SCALE 3/8" = 1'-0" (11x17) 3/4" = 1'-0" (2204) 1x8 SKIRT BD. 2x12 TREADS _ CUT TO FIT \ - 1/2' PL D. BLOCKING 2 x12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (17 RISERS @ 7.57 " EA.) TOTAL RUN: 16 (16 TREADS @ 10" EA.) S2 TREAD & R�SER DETA�L_ �6SCALE: 3/4" = TV (11x17) 1 1/2" = TV (2204) .... _.. _ 1x8 CAP -_ - _ _.. _ ._... - __...._....-. CASING, 2x4 @ 24" O.C. 3/4" PLYWD. SUB -FLOOR- _..... _... __._ SHEETROCK 2x JOISTS 16" O.C. MAX I 2x LEDGER ATTACHED TO STUDS w/ (2)12d NAILS @ EACH STUD __._....... BOTTOM PLATE HUS26 JOISTS TO LEDGER I i PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) i S3 HALF WALL ETA� 06 SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (22x34) VALL FRAMED @ 1611 MAX :CKING -ENG.TRUSS -ENG. TRUSS kc -r L 1) 3/4" PLYWD. - PRE-ENGINEERED 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 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO —FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. S4 ��� �� CONNECT.DETA�L S5 STA�R CONNE,,�'T. FL17-1. T 06 SCALE: 3/4" = T-0" 01x17) 1 1/2" = TV (2204) PLATFORM FRAMING 06 SCALE: 3/4" = T-0" 01x17) 1 1/2" = TV (2204) STRINGER TO FLOOR TRUSS S2 06 S1 06 Stair Section SCALE: 3/8" = TV (11x17) 3/4" = T-0" (2204) 0'-0" FIN. FLR. Stair Details SCALE: 3/4" = TV (11x17) 1 1/2" = T-0" (2204) 0 w 0 0 O a w 0 U w m 0 0 Z: w m c� z ul w ca 0 z cn w n vi z EL w cn w z 2 w 0 0 z w 0 z w w w w z r (D U Q J 0 0 U cn cn W r m w w U) w M 0 m LA Ln Q a. `aalu uiil,®� .40 2v�= 4uu-d � . Z00 W Ir .� ,. ., , . elm �'®,111111111�� c coI,,- -z' o r- �o o r. E M O U _ (O p� Il .0 N � am C\I E c1` b 0 E�� ooQa.u- m� •� w Z �g � a E m EW a U fi Q r rn r Y N L]. r O n 00 O� a J p Y E M _�j i.. i LI i L -2 S un O M X M (n z O - J z z Q C) _ N � N � 2 CG (n o � Cn M _ OG 00 n1 > a z ¢ O V N �"' M n V)m (n O > N o C o o w ¢ c w Ln O a 22 ■ w n .z w o ISSUE DATE 02/23/2018 REVISIONS 0 PROJECT: 18-0170 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 06 OPTIONAL OVERHEAD SERVER GENEML V1L IVO 1 E V KEY: . SAME AS UNDERGROUND 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR 200 AMP OUTLETS IN FIELD. ---_.....-_ _ SERVICE AMP 4/0 SCR AL. NEMA 3 1 ALL OUTLETS ARE TO BE AFCI PROTECTED. \ METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE ._ . DISC. A/C DISC. AFCI PROTECTED. WP __. _....-..._ _._..___ GFI.( ._-C7__.-- - ---- _-__ - #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS j LOCATED IN THE GARAGE AND LAUNDRY WILL BE 10 A - TYP. #8 COPPER TO RANGE GFCI PROTECTED. - ELECTRICAL #8 TO A/C UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI - - -- - SERVICE BY (20 CIRCUITS) OUTLET. � -- -� 4 RECESS - -\` 7 POWER CO. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND LIGHTS 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 WP SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. GFI I PRE -WIRE I \ —1L -- - -AF'�t' - NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE CLG. FAN/LITE ARi" ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT 17 F � NFPA /NEC. ---- _ r BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. AF 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE I4 RECESS GFCI AND AFCI PROTECTED. LIGHTS `\ I 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA F ARE TO BE GFCI PROTECTED. � 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" PRE -WIRE A.F.F. (U.N.O.).. -- S'D'I I CLG. FAN/LITE I 12. ALL SMOKE/CARBON MONOXIDE DETECTORS (\ ARE TO BE HARD WIRED, INTERCONNECTED AND A AFCI PROTECTED. \\ I I F 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER GFI i O C.M.S.D. / I \ BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. F ( I NOTES: �. > �'" • THIS DIAGRAMMATIC PLAN IS INTENDED TO \ - SHOW LIGHTING AND CONVENIENCE OUTLETS \ / ONLY. IT IS THE ELECTRICAL CONTRACTORS I -- -- RESPONSIBILITY TO VERIFY THE REQUIREMENT 1_. 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 RC A MUNICIPALITY CODES, STANDARDS AND 42 \\\ �x 1 - ORDINANCES. 1' GFI \.` - !' • 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.G., F.B.C, AF 6TH EDITION (2017) RESIDENTIAL, AND ALL PENDANT LIGHT PRE -WIRE APPLICABLE LOCAL STANDARDS, CODES, AND \y (2 -NP.) A • VARIOUS SYMBOLS ON ELECTRICAL LEGEND U/C GFCI FOR _ DISPOSAL & MAY OR MAY NOT BE USED ON THIS PLAN. LOW 0 0 F ._81- - 42I1., ELECTRICAL KEY: -- G I EXTRA DUTY CL 'I �jCEILING MOUNTED LIGHT o -� w tt �` m II4 2,I0 II - p 0GFI -\ - \ PC PULL CHAIN LIGHT o II _ _ _ ._.. 4 w I �,� � 11 A .J _ . r — —� -J -1 GFI � RECESSED LIGHT Q - — { - O S.D.-42„ — -- —42„ _ 42" WALL MOUNTED LIGHT Cn J- _LWALL WASH RECESSED o . �-� ....© --- . �-- - �---..._. ..DUPLEX RECEPTACLE .._.._ _..... ,_ ----- o I \ � 220 V RECEPTACLE Q 1/2 HOT, 1/2 SWITCHED T --- --- -- _. -. z \ �W WATER PROOF RECEPTACLE P FLOOR RECEPTACLE --- N \ A 1 PRE -WIRE FOR CLGFAN \\ . z `\ I GFI GROUND FAULT INTERRUPT - ---- N 8 WALL SWITCH o - z 3 -WAY SWITCH < DIMMER SWITCH o TELEPHONE JACK G � GFI @- PC -- a I GARAGE H CABLE JACK a _. ..._-------- - - - _--.. ---------- w CLG. © ® PRE -WIRE GARAGE DOOR OPENER = FLUORESCENT LIGHT00 z © ELECTRICAL PANEL _ \ A011 F LFII F070CD CHIME-- ---- ---- o — o I -fl DOOR BELL /GARAGE DOOR SWITCH DISCONNECT SWITCH ....... ...... --..._ _. _ .. ... z ELECTRICAL METER - - . .,.. _ . - . ... ... . _ . . ---------- ---- ---- --- — 0 S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR - ' - CEILING FAN w • WALL SCONCE m LLJ CHANDELIER SPOT LIGHT o FLUSH MOUNT FLUORESCENT LIGHT w .....:... .......... __.. First Floor E / LIGHT COMBINATIONo Cn ",� / \ " GARBAGE DISPOSAL MOTOR Cr Y g Plan V ® SPEAKER ° ® JUNCTION BOX C'\ (Standard) L.V. LOW VOLTAGE - -- -- -- SCALL: 1/8" = T-0" {11X17) 1/4" = T-0" (22X34) V.P. VAPOR PROOF 4) ARC FAULT PROTECTION a vi w 0 w Q Cn ClQ 0 U- 0 Cn V) bi w 0- Z z Cn Cn w cifa- x w w c� z a m r 0 > o C/) w m r w w a a z o a o Q z C) r- dro oI'*- E r M p U LL C6 C!)C6 CD �C~O� I' N N > Ca N (D 0 C I`N 0 0 Ed� 0E _LO � 00 Q X CL LL. c M u� z z � S � a (n w u r� CU a 0 ECD M C E LJL ?3 4 0 cn O M M o � * M O 0 N Cr to o C� 0000 N Om,- V -� f V LA e - W �- > v > o 6 c 0 Q c Lu Ln O a . ISSUE DATE 02/23/2018 REVISIONS - - PROJECT: 18-0170 SCALE: AS NOTED DRAWN BY JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 1 f 1 1 _1i1A . L11 I L1JV 1 .- i-- i i I I OPTIONAL OVERHEAD SERVER G E I V E p /`�/"'� L NOTES f \EY. SAME AS UNDERGROUND 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR 200 AMP OUTLETS IN FIELD. SERVICE 4/0 SCR AL. AMP NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC. AlC DISC. AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE TYP• #8 COPPER TO RANGE GFCI PROTECTED. ELECTRICAL #8 TO A/C UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET. POWER CO. - 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. #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: & 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. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). I 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. V-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND 7'-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 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 _ _ ,3 qF A • VARIOUS SYMBOLS ON ELECTRICAL LEGEND F MAY OR MAY NOT BE USED ON THIS PLAN. 4 RECESS _: _C:_L.. ------------ \ \ � � w �N �� / ELECTRICAL KEY. a CL CEILING MOUNTED LIGHT o II i w AFq/ PULL CHAIN LIGHT TO SWITCH... O 5.D� PC o BELOW RECESSED LIGHT Q _F _._._ -- �J WALL MOUNTED LIGHT _ O - \\ S.D. WALL WASH RECESSED p ---- f ��� o DUPLEX RECEPTACLE Q AF 220 V RECEPTACLE a u_ _ _ - _. ---- --- _ 4� 1/2 HOT, 1/2 SWITCHED --}- r AF / LJ 4C. F .. AWP WATER PROOF RECEPTACLE Q • S.D.\ FLOOR RECEPTACLE A ;- F \ PRE WIRE FOR CLG FAN z _._ GROUND FAULT INTERRUPT Ld 4 p` �"� I PRE -WIRE I WALL SWITCH CLG. FAN/LITE / Q 3 -WAY SWITCH 8p DIMMER SWITCH o �t TELEPHONE JACK z F N CABLEJACK m - PRE -WIRE GARAGE DOOR OPENER W AF FLUORESCENT - --- - V P -_ Imo— FLUORESCENT LIGHT z _ ...... _._ _.. - © ELECTRICAL PANELCD z ® CHIME -------— - - - - - p C] DOOR BELL / GARAGE DOOR SWITCH ---------- L= -..-.L= DISCONNECT SWITCH a - -- ELECTRICAL METER S D SMOKE DETECTOR -- . -- ....... ...... cn O C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR • w Lum CEILING FAN w WALL SCONCE � oo CHANDELIER _ Cn SPOT LIGHT � 0 FLUSH MOUNT FLUORESCENT LIGHT � Second Floor FAN I LIGHT COMBINATION � GARBAGE DISPOSAL MOTOR Electrical Plan Ai V C US SPEAKER O JUNCTION BOX o (Standard)__-� _ _--------- (� L.V. LOW VOLTAGECD SCALE: 1/8 — 1.0 (11x17) 1/4 — 1.0 (22x34) v P VAPOR PROOF A.F. ARC FAULT PROTECTION o O r - C NE: co V J U- Cm CDr, W �i Q ALLm N E C N (0 p C � � N C r. ©.-, O E U)tis X 'r- = CU 00 Q LL u_ _rn w z z I 0 E z Lu E _Fn co w U 0 0 - -- --- ---------- 0 ------ a LD N QU. *-4 cin O LL J N a_ M w 0 cia L H N i p E m C)O, w W w 0 J a z K m r- 0 O = N N Cr (n M a o N fa U N U-) CL Q � M N cn O o � LL d" ' ca 0 i✓ p u z1- >� N 2Cn�.. Q C C 0 Li < w Ln O a m w iEc LLJ a 0 0 z w o _...--------- -_— ISSUE DATE 02/23/2018 o — - - L� c REVISIONS a ..._ < PROJECT: 18-0170 z SCALE: AS NOTED DRAWN BY JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08 0 0 0 0 0 cL 0 U w m 0 0 z w V) z c� w 0 a z w vi z J Ili V) z 0 U5 w 0 0 z ¢ Y) w 0 z a 0- w z V) 0 0- (D C) Q 0 0 U cn w w m Iii Of w U) w 0 L., Q c� Y ¢ o,. 0 N H c� 0 U Io, `®`oeeeeu 19aoaeis�®� s • • .. • ~ d C) .`.. CL om : 00 c V r~ 'J o -� o� 0 O N co U J tt :3LL Cfl t) U) to r N N r` C( lr2. d7 O04 4 E (a U)N (o O NcI--C)....., 00 O E -I-1--o E cucu 1C 00 u- rn w a� z m a E O 0 w 0z ri tnw z n a L n Mz CLO W O I• n c- J r" E cN m LAi 0 3... V) o i M Q1 (n K M r p .J a z Z Q n n .% ... -. _..-__.... -........ .._.._..... ..... .. ____ ._ ..._..... � o C) N � N � r f Q i 6 Vj O _ L 00 N z a rte-, C M r� cO z Ln Q > -0 aj > >,. O C Q C O .00 < w Ln O a Q 0 � � z z ISSUE DATE 02/23/2018 CD REVISIONS PROJECT: 18-0170 . -- .----- .____..__ _----- >- SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS ---- ----.... .... _. D1 - -� - - - - CONCRETE BLOCK r HEADER OR STEEL LINTEL PC EXP. STRIP m. PC ANCHOR STRIP GLS. BLK. PER PLAN PC PANEL REINFOR. SEALANT PC ANCHOR STRIP - EXP. BOLT (2) PER ANCHOR ----- MORTAR ASPHALT EMULSION CONC. BLOCK .WALL EXTERIOR FINISH PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING (TOP) -'USED IN PANELS OVER 25"S,F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BILK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BILK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORSMI( DDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1[" WIDTHS X 24" LENGTHS. P. EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY, FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC " „ EXPANSION STRIPS ARE AVAILABLE THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 3]" "PREMIERE" SERIES BILK., AND TO 21" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1 THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (Le. DOUBLE RUNGS) TO AVOID "BOWED OUT" INSTALLATION, 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE GLASS BLOCK � 4. PLACE 1/4" SHIMS AT SILL CORNERS SCALE: N.T.S. 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 ABOVE ROOF WITHIN 10' \� R905.2.7 CDX PLYWOOD OR O.B.S. MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP i WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. 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. ROOF COVERING PER PLAN 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN 7/8" STUCCO OVER PAPER 15/32" C.D.X. OR 7/16" O.S.B. (MIN. STRUCTURE AND WINDOW, THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER 1/2" PLYWOOD EXT'R. SHEATHING BACK WIRE MESH U.N.O. 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FBC 2x's @ 24"' O.C. W/ HUGHES MP35 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. / • 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. /TRUSS • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. @ 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 - FIRE BLOCKING 2x4 BLOCKING PER FBC R905.2.7 IMPORTANT: 15# FELT DRAINAGE PLANE I METAL FIRE BLOCKING ROOF SHEATHING ------- IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH WOOD BASED EXTERIOR SHEATHING- OSB - - � AROUND FLUE LINER 2x4 #2 SPF OR #3 �� 6 MIN. LAP ON METAL APPLICABLE LAWS AND BUILDING CODES, DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER - 7/8" NOMINAL STUCCO THICKNESS SYP STUDS @16" O.C. WARRANTY IF EXPOSED TO MURIATIC ACID.. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE ,� INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. PAPERBACK LATH PEEL AND STICK TAPE " . _ METAL OR PLASTIC EXPANSION JOINT / MANTLE -- \ K DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD A �' 1, ' \li �\ FRAME / MASONRY CONNECTION. �� I MEMBRANE STRIP COVERING WOOD FRAME PRE -FAB FIRE BOX �� . r \ \ \\ INTERSECTION UNDER EXPANSION JOIN EQUAL� 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 I � VALLEY RAFTER SCALE: 3„ l' -O" 2 WINDOW FLASH'ING DETMLS STUCCO BOND BREAK/FLASHNG DETA0L ARE -FAB REO FLASHNG DETAI SCALE: N.T.S. SCALE. N.T.S.20 .SCALE: N.T.S. 0 0 0 0 0 cL 0 U w m 0 0 z w V) z c� w 0 a z w vi z J Ili V) z 0 U5 w 0 0 z ¢ Y) w 0 z a 0- w z V) 0 0- (D C) Q 0 0 U cn w w m Iii Of w U) w 0 L., Q c� Y ¢ o,. 0 N H c� 0 U Io, `®`oeeeeu 19aoaeis�®� s • • .. • ~ d C) .`.. CL om : 00 c V r~ 'J o -� o� 0 O N co U J tt :3LL Cfl t) U) to r N N r` C( lr2. d7 O04 4 E (a U)N (o O NcI--C)....., 00 O E -I-1--o E cucu 1C 00 u- rn w a� z m a E O 0 w 0z ri tnw z n a L n Mz CLO W O I• n c- J r" E cN m LAi 0 3... V) o i M Q1 (n K M r p .J a z Z Q n n .% ... -. _..-__.... -........ .._.._..... ..... .. ____ ._ ..._..... � o C) N � N � r f Q i 6 Vj O _ L 00 N z a rte-, C M r� cO z Ln Q > -0 aj > >,. O C Q C O .00 < w Ln O a Q 0 � � z z ISSUE DATE 02/23/2018 CD REVISIONS PROJECT: 18-0170 . -- .----- .____..__ _----- >- SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS ---- ----.... .... _. D1 FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY, ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAYBE 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 W1IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM &VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/81, DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE �YIG" LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER, DESIGN PRESSURES ENGINEERED LUMBER GENERAL 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). SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) BEARING CAPACITY 2000 PSF 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN TERMITE TREATMENT VALUES AS FOLLOWS: VALUE DENOTES PRESSURE COLUMNS BEAMS STUD REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE E = 1,700,000 WineU.N.O. E = 2,000,000 WineU.N.O. E = 1,500,000 WineU.N.O. FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS Fb = 2650 Fb = 3000 Fb = 2200 CAST IN PLACE CONCRETE Ft =1650 Ft =1700 Ft = 1500 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF Fc II=3000 Fc 11= 3000 Fc II= 2100 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, Fc = 450 Fc j = 900 Fe 1= 450 ANDA MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO Fv = 285 Fv = 285 Fv = 150 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 6x6xW1.4xW1.4 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. 23.9 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. LIVING SPACE IS ABOVE THE GARAGE. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MEANS AND METHODS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BARDIAMETERS. 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 FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) UNDER STAIR PROTECTION 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (12.7MM) GYPSUM BOARD, 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL MASONRY WALL CONSTRUCTION AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A PSI (fm = 1900 PSI) MINIMUM G50 ZINC COATING 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". (NON -DOT) TREATMENTS: CONNECTORS SHALL BEA MINIMUM G185 ZINC COATING. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. PRESERVATIVE WOOD TREATER. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. ASTM F1667 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK PREFABRICATED WOOD TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT POSITIONERS IN MIDDLE OF WALL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. AND STRUCTURAL PLANS FOR MORE INFO. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 11, GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. TRUSS ENGINEER OF RECORD 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR LATEST EDITION OF ANSI TPI 1. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. MANUFACTURER UNLESS NOTED ON PLANS 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY CONSOLIDATION. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. WOOD CONSTRUCTION TRUSS DESIGN LOADS: 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN 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#I/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) GRADED "Nol/Nol" 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. MINIMUM FLOOR DESIGN LIVE LOADS: 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF A) FLOORS = 40 PSF B) BALCONIES= 60 PSF/ 100 PSF (IF BALCONY> 100 SQ FT) SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. C) DECKS = 40 PSF D) STAIRS= 40 PSF 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING E) BONUS ROOM/GAME 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-B3 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 W1IN 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 Ul STANDARD. 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-133). WOODEN TOP PLATES. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W1 (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-1133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY, ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAYBE 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 W1IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM &VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/81, DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE �YIG" LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER, DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND VALUE DENOTES PRESSURE AREA (SQ FT) VALUE DENOTES SUCTION AREA G) (+) 21.2 (+) 21.2 10 22.9 28.3 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 H 22.0 GARAGE DOORS 91-011 X 71-0" 1 16-0" x 7'-0" (+)18.4 (+)17.7 (-)20.9 (-)19.7 WIND PRESSURE/ SUCTION DIAGRAMQ55 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 6-0" 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. SHEET Sc sic S2C S3 S4C S5C S6 S7C SD1 SD2 SD3 SD4 SD5 SD6 ST1 INDEX OF DRAWINGS SHEET TITLE STRUCTURAL NOTES FOUNDATION PLAN DOWEL PLACEMENT PLAN FOUNDATION DETAILS LINTEL PLAN FIRST FLOOR FRAMING PLAN NOTES & CONNECTOR LEGEND ROOF FRAMING PLAN GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS TWO STORY DETAILS TWO STORY DETAILS 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) MASTER ELEV A&C W/ TRAY @ MASTER UPDATED FOR FRAME 4 3/1/2018 WALK REVISIONS PER WP -43 & PLANS HAVE BEEN UPDATED TO MEET F.B.C. 6th EDITION (2017) RESIDENTIAL z W 0 Cn W ti C) 04 z 0 Ir - 13 ui %%%J11111111111 uj Lij (D • 0 CL 00 GR CO 0 z -09 d4r. 0 z Lev t- 00 z Z5 2 % z 0 0 j _j U_ W 1: 1-_ U_ 0 (1) z 0 Uj U) O CL II W F_ 0 W W _j Z 0 0- 0 0 a- F - z < C6 P11j W CL 0 < ..... ..... 0 U_ > W W z 0 O U Ld W W 0 U oma` W z 1-_ 0 W 0 z rim Z z LL F- CY) 0 W I -- w LU - z LU 0 < LJJ tz E J CD to 111- 0 < ols U)d7 U 0 fy - c%j a 0 0 LU 0 Cl) J Z)I­ z > , LU Z < - J - 0 L -L 0 _j 0 � Dcn 0 U) 0 < INTIALS Uj z< C) 3: o 0otZwzE ZPWRO z -1 W:� Ify < n. DP < Q��c�a 0 �w W 00 0 W Z H2OM 0 < w U_ 0 0 DP 0 z HG W U) 0 LO 0 Z 0 0 DP z p j LU LU o > Ui 0 z � 0 Uj W X -(1) 0 LU H W W z W z °WCL J 0 F- 0 (7) 0 X 0 W C0 a n WM* 00 z 0 U, z CL C4 rn BLDG DESIGN: --- 0 STRUCTURALENG: MCD I1J DRAFTING w -DESIGN: --- -STRUCT: DP QC CHECK: cc (D JOB No. PSQ-0204615 < SCALE: AS INDICATED zI­_ ------ LU 0 DATE: 03/02/18 IF) LU S C 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 transferof these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. of LO W 0 LD o 0o N I— LL 0 N 0 N F01 S3 0? L 2.6 zo 0 30'-0" ao cis 14'-8" PSQ-0204615 FOUNDATION PLAN 1514" SCALE: AS INDICATED A/C w DATE: 03/02/18 14'-8" .81' b F01 PAD S3 W ■ ■■ ■■ ■■ ■ 2 PAVERS IF01 S3 U_IV— ODa r sI ■ — I � ■ F1 F01 S3 F01 S3 S3 I I N I• r 0 N I p0 ■ I. � 0 F03 16'-0" S3 — I —1 I ■ IN — — —I —I M I I 0'-0" FIN. FLR. ■ I I® 4" THICK CONC. SLAB W/ ■ IM 4 FIBERMESH. OVER 6 MIL VAPOR — -6-0" riI `r BARRIER OVER COMPACTED FILL. -- F06 IN 4— — -41-411 ■ � iso r I ■ 0 it �I i 0 d _ -_, II I I I I I S3 I N 'I r " I■ II QI I F05 IN U_S3 F066 S3 9'-4" (2 -STORY FTG) ) OD a 20'-0" ■ I FO F11 S3 S3 3.5 ■ ® ® ® ■ �r ao o N _ 2.3 IN - (-)0'-4 PAVERS ao F_ INI IN. o. F02 �7 3 S r ■ � a ■ oil I I F13 S3 L2.6 • ■• •■ • DO p DO D '-0" 7'-8" 8" 2'-4" 16'-0" 2'-4" 9'-411 20'-8" 30'-0" ao cis JOB No. PSQ-0204615 FOUNDATION PLAN v SCALE: AS INDICATED w DATE: 03/02/18 b F01 S3 IS 11 aw .0 00 r - Q I SYMBOLS LEGEND FOUNDATION NOTES: ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR CONT. FTG. TO TIE BEAM. BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. CURRENT CODE EDITION). z 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM 0 ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LAP SPLICES SHALL BE NO LESS THAN 30". W GRADE 60 #5 CONT. FT.G TO TIE BEAM. 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 0 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE p SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 1= CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE W\N U/ THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD a®ease°®��/�/ 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY p C e° b•° 2� W COMMUNITY & COUNTY CODES. Q ®_CO `r u p; J �_ n- 00 c.+ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0 = - : wh d J o a� SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE z 0.0 r 0 Q : t� Z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z'•,� °m �� U INSTRUCTIONS. m®�I®®s dI °°°•osose°°®e°o�(�®~ Q 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q ®o®//'®0�*"�pP`�®®�� Q < 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED R DOWN. SEE SHEET $3 FOR ADDITIONAL INFORMATION. GC TO j W DETERMINE STEP LOCATIONS IF REQUIRED W 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD O FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE O W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH (n f -- PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Q 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS n FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W -- PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. Q SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS Fzr 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 PSF. CL O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND _ FOOTING SIZES PENDING DEPTH OF STEMWALL 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE M V HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP-- W W CONTACT E.O.R. PRIOR TO CONSTRUCTION 0- 16, ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE U FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION O W MAINTAINING A MINIMUM DEPTH AS SPECIFIED, THE FOUNDATION Z PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE 0 CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY V5 ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENTj U o REQUIREMENTS ARE MET. O Cr. FOOTING SCHEDULE = o 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U O WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. Z o° gip' 12"x24"x12" dp w/ #5's EQUALLY SPACED EA, 24" SIDE 3" O.C. & MIN, 1 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN Z (3) #5 PARALLEL TO 12 BARS & 3" MIN. COVER TO EDGE OF CONC. U_ ti SIDE 6 O.C. 0 W .- 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. zW U I'- W 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O z 0 U t t E O Jrn— t - BARS & 3 MIN. COVER TO EDGE OF CONC. Q O r c� 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. v 0 N �_ LULU Z .N Or G 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. j Z �- Z > _j co BARS & 3" MIN. COVER TO EDGE OF CONC. U U O pp u c0 c 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. Q J 0 N p >- o 8 _ 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. LV Q U O 2 BARS & 3" MIN. COVER TO EDGE OF CONC. 3: J z Q 0 :5 2 W o 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. WZ Q 0= W Y O E 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC.B' LL 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. W L � 0 O L 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 W O Z� o D BARS & 3" MIN. COVER TO EDGE OF CONC. 0 = O 0 r 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Z 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC.Uj p 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. W V U) WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. a Z M BARS & 3" MIN. COVER TO EDGE OF CONC. 2 0 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 0 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. z a BARS & 3" w MIN. COVER TO EDGE OF CONC. Q 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. j W W W O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p ,,,J W BARS & 3" MIN. COVER TO EDGE OF CONC. z O W W 4A 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Uj O W OBARS & 3 MIN. COVER TO EDGE OF CONC. W 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. z CL 8> .3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q W BARS & 3" MIN. COVER TO EDGE OF CONC. (n CY 54"x54"x16" dp w/#5's EQUALLY SPACED EA. tz- Q 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W w 0ii 0 BARS & 3" MIN. COVER TO EDGE OF CONC. 0 W 54"x54"x24" dp w/#5's EQUALLY SPACED EA. 0 O (,� � Z 44.5fy WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W CD BARS & 3" MIN. COVER TO EDGE OF CONC. z a Q C4 60"40"x16" dp w/#5's EQUALLY SPACED EA. U 5� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. LU BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. 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.U-STRUCT: DP p QC CHECK: CC M COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. cis JOB No. PSQ-0204615 FOUNDATION PLAN `t I— SCALE: AS INDICATED w DATE: 03/02/18 p 1/4 11=1 1-011 W M COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SII -I]1L11 IIIi1fflL I III II'I [-- I _ 1'-0" 3'-8" 5'-4" 3'-8" 1'-0" 14'-0" 1'-4" ■ 3'-0" 8'-8" 3'-8" ■ c- 0 ■ bo ■ 00 (D ■ ■ M ■ ----■ io 'i ■ I _ I I ¢'j\V h`O ■ ■ I I I 1 -------------� ..� j --------i -------- O -------- __- __---------- ------- 50 ------- ---,--------------- I I 000 -- M_ ■ I I i -------) f II I u u i O O I I L______J I _ 9 II i i I i I to If II U i i I I I I I ; L ■ F ------ ------- ■ 2 ■ ■ io ■ ■ i? 1 5'-41 4'-011 N M o ® ■ M ■ M TIE IN COLUMN TO WALL PER DETAIL MD10/S2C ■ ■ o ao �i . e• *■ 2'-0" 6-0" V-4" 2'-4" 16-0" 11 2'4" 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. J Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. �- z w p INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. w GRADE 60 #5 CONT. FT.G TO TIE BEAM. � ti N (1) # 5 @ TOP, BOTTOM z &@24"O.C. ❑ O VERTICALLY BETWEEN ~ COLUMN & MAIN W HOUSE CMU Ln a 0 `eo Q �® ci* n®� [L a s®aaao•„a/'I�''I� W C�fl FILLED CELL •.% Z - � � z - O%� Z PLAN VIEW d d o - tw i- v 2°0 C + m Q a.. • (1) CONT. # 5 FROM ®s®®ib `'•+ ..�Qvae�.'�' Zd TIE BEAM TO FOOTING O s�®'oe`®� >- O U_ L W MASONRY WALL UL REINFORCING PER O (1) # 5 @ TOP, BOTTOM PLAN (TYP). O W &@24"O.C. VERTICALLY BETWEEN j COLUMN & MAIN HOUSE CMU a W SECTION VIEW 0 AJ Q D' MASONRY COLUMN TIE IN 1/2"=1'-0" _W CL Z o O v z ry M U IW—W EL 0 a X U O > 0W z O U ° O , (i Ld pq 8 ° 1- Z o W U G Z° —D W z U_(DU Uw z WUr�W O < Ue-~E � °2SJ0ua�rn U n (n z N r C7 W Z J F-0P::o>-6 o ''I U W O Q v2C W �. 0XzW z E Q F-OfY�a. O ¢�QU_ _j O W Z�OLO� Q �O z pIII C V I) a.. Z M O O Q Q J o W W > o U W W n W = 0 Lid o W Z W z Q W G. U U) 0 _ O W III U) 0 �10Z w CL O. N W BLDG DESIGN: --- p STRUCTURAL ENG: MCD W DRAFTING: -DESIGN: --- H-STRUCT: DP cJ - QC CHECK: CC cA JOB No. PSQ-0204615 `t SCALE: AS INDICATED E PLAN DOWEL PLACMENT DATE: 03,02,1$ z W 1/411=11-011 /4"=1'-0" cn COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I' I 11 1111 11J11111ILL II 111 11 I I 1:1!11:.1 11 I (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRG WALL BACK MASONRY WALL SO GYP FINISH IS 2x BRG WALL PER Q BOND BEAM IN FULLY BOND BEAM 'IN FULLY ABOVE -WALL PLAN AND BEARING F - GROUTED CELL. SEE PLAN GROUTED CELL. ANCHOR TO HAVE MIN. FLUSH W/ z SPLICE TO BE MIN: 30" SPLICE TO BE MIN. 30" (2) #5 BARS TOP 7" EMBEDMENT BELOWWALL SCHEDULE W (2) #5 BARS @TOP @ FOUNDATION BELOW Io WHEN MONO DEPTH _ �� WHEN MONO DEPTH - LOWEST STEP OF MIN 5" CONC. SLAB PER w MASONRY WALL �'I. EXCEEDS 26". IF w � "�I EXCEEDS 26". IF _M CONC. SLAB PER CURB - I CO FOUNDATION PLAN � SEE PLAN DEPTH IS LESS THAN DEPTH IS LESS THAN ti FOUNDATION PLAN 26" THESE BARS ARE Q 26" THESE BARS ARE (1) #5 CONT. W/ 1-1/2" w M R I N CONCRETE SLAB PER CONCRETE SLAB PER > COVER TYP. z �` o NOT REQUIRED g - ; NOT REQUIRED > > "d I 2x P.T. BASE PLATE FOUNDATION PLAN �I$ FOUNDATION PLAN W CONCRETE SLAB PER a g z M VARIES ¢ FOUNDATION PLAN (� O #3 STIRRUPS @ > �, ° I °: da: p SEE PLAN 48 O.C. WHEN ° _ 'd °' °. ° d LU d ° ° d': .rr.r.,rr�.,r,r, .o ° ° MONO DEPTH I I o . I' #3 STIRRUPS _ I I r e _ d•' d " d . °. _ d .I d ' GRADE z @ _ a d ° ..�. GRADE z d: I - Z ° . d' ° d I (-1 I two 111IIIII EXCEEDS 26", IF — - I.° - 48" O.C. WHEN — a P° - °.. ° °. ° ° ° d ° - o w®®`i9i /��®' DEPTH IS LESS °° I °. ° 1 . — - _ (— ° :° ..� _—_ �o — ° =—I - - z I I= I = �.. -I �� - o ®ee �3� IA W �, -1 z ao _ MONO DEPTH I I z Co= i I- - - Zo - - e �/� i _ II -' —) I I� I I I —_ ° v �C —I I _ ° I ��0� �� •o•®®•eeoo•®®o•o O' LL 00 THAN 26" _, Q _ —I _ = —_ III=1 I ; _ _ _ _ __ 0, THESE BARS - �_= I I—I I I ° d I I =I ( o M EXCEEDS 26 , IF i I= I I- I °„w ° I- 4 M 8 6 - _ - _ - - CO 4t,U°9..� d ' 'I _DEPTH IS LESSao- I�- I - I=I (_� I z �"v% J Z ARE NOT REQ'D III I I _ I I - _I I (( - - THESE BARS - (1) #5 BAR CONT. I i I IIII-:Lu (2) #5 BARS CONT. I I _ i ARE NOT REQ'D I I = I I- CLEAN COMPACTED W/ 3 COVER TYP. 8" 16" 4" ' 2 e� s•. 2 W/ 3" COVER TYP. I I I CLEAN COMPACTED FILL @ 95% STANDARD CLEAN COMPACTED 2 #5 BARS CONT. W/ p '® GS- oo 0 FILL @ 95% STANDARD (2) #5 BARS CONT. 0 3" COVER TYP. ®i O� e�� q LL' 8 1 -4 W/ 3" COVER TYP. 8 1 4 DENSITY FILL @ 95 /o STANDARD " " " - ®d • ♦� z DENSITY DENSITY 6 8 8 10' O s q •..* •. p� gee O (2) #5 BARS CONT. W/ ''sirulln/���� �• ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED w �- W MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD FILL @ 95% STANDARD _ GRADE AND 1-1/2„ CLEAR TO GRADE AND 1-1/2 CLEAR TO -4 WHERE 2ND STORY OCCURS, FTG SHALL BE 1'” WIDE W/(3) #5 BARS DENSITY DENSITY U_ ANY FACE EXPOSED TO SHALL BE 1'-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG O WEATHER WEATHER SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE 1 U '-8" WIDE W/(3) #5 BARS o W to �-- FO TYPICAL EXTERIOR FOOTING fiFO TYPICAL GARAGE CURB FOOTING OFO'�NON-BEARING SLAB STEP DOWN AF0 DOUBLE STEP FOOTING AFO BEARING SLAB STEP DOWN > �C o c 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" n W x F- O J J Q W C I- Z O 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 �� SHOWER SIZE FILL @ 95% STANDARD DENSITY CONC, SLAB PER I © CONC, SLAB PER 8"x12" THICKENED o a 'e' �. ° e'a ° ; U FOUNDATION PLAN �� ? �¢ OPTIONAL CURB BY FOUNDATION PLAN SLAB W1(1) #5 CONT. _ z r- � >_ g ° #5 CONT. O W BUILDER `' p ° ° ° a, a a '� .ia W/ 3" COVER TYP 41 c� rl"nREINFORCEMENT SEE C8 z M CONC. SLAB PER :` r: ' '' w -- r : ©III ° .d�.. FOUNDATION PLAN O d II • .° ° • ° .:=_ '�, FOUNDATION PLAN .a.> GRADE > ' ° ' e. ° �...:.�.: w ° - d •'; • o ° d ° °aFOR QUANTITY U ,—kil -III—III—III_ - I -I I .° III—� I ° ' t — e— 10... o Cn - TM=III=I I=I I I=I III -1 I I I ^ ° °... a ° , .,_. — _ — — - _ ° a e - I- ,� - EJ. OW :�,' . ° -- 90 -DEGREE #5 HOOK A p d ° ° e. —_ _-- ' GRADE - _ ° _ - - I III I I —_ _ _— — — .....:. I I — I —'-� d III—I = 1 III I-1 1—I � I ° BARS AT CORNER, OR U .� _ „- „ �-III=III (I=III= III III=III °' d .'. °' ° VERIFY PLAN DETAILS a 4 d, BEND CONTINUOUS #5 8 ° I j II1=1=_ $ ' -4 I- - I_ w ......::...:..,.� J I I I III- oo e . , b. __ _ I _ -Ill- M, (; III -=I �•- 8 I I 8 I I -III- w a . d . :4 FOR REQUIRED #5 °� BARS AROUND U o I I — I I - — I —III_ - 1 _ W —,— °.. . �. e ' n '. a ° (2) #5 BARS CONT. W/ I -III III=III= - _ - _ - - _ I I - CONT. BARS. MAINTAIN o ., a Q°� ' CORNER. LAP REBAR z _ - - _ �' I _ —I I -III—= =-- 11= °° ° : 9 o �- I I I I I -III— -_ (2) #5 BARS @TOP -1 I I=I I III -III -1-- - -I 3 COVER TYP. d ° PER DETAIL MD08 ON 3" COVER TYP: g., 8., 8„ 8,. - _ �. - - - � ,r ° W ° -1 I (=1 I I-' EXCEEDS 26 .DF PTH I III I I III=I I I _ (I -I (I =I -III-I d '- - .�:a ' . Q " - 16 MIN. 16 MIN. d° ° . LINTEL PLAN Q Z Qlm -III III -1'-4" I I DEPTH IS LESS THAN -III- -_ VERIFY PLAN DETAILS III=1 I 1=1 I I.I I I ' (� CO 26", THESE BARS ARE BEND EACH CONT. #5 u- #3 STIRRUPS 48" FOR REQUIRED #5 O w @ NOT REQUIRED BAR AT STEP DOWN � LU O.C. WHEN MONO CONT. BARS. MAINTAIN OR INSTALL #5 HOOK O O W U DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED 3" COVER TYP. E W/ 3" COVER TYP. FILL 95% STANDARD BARS FOR EACH CONT. Q 06 J (0;! 8 WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS @ SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER U W - N � DETAIL MD08 ON i Z Iw- z > _j coo 'g LINTEL PLAN w (. c ARE NOT REQ'D F- J p o O >- o CFO FOOTING AT INTERIOR BEARING FO FOOTING SHOWER AT MASONRY AFOkTHICKENED EDGE AFO%9� TYPICAL STEP FOOTING DETAIL *F1'kTYPICAL CORNER BAR DETAIL (TOP VIEW) _� W n °o a v M „= 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" -� Z `C O 3 2 W p 3/4"=11-0113/4 1 0 W I-- ©=zwz E U OzHwYO z H UQQWda 8" C.M.U. FINISH PER " o O Q W O 8 CMU - ELEV. FINISH PER ELEV. O WCC W Z o 0 CONC. SLAB PER U FINISH FLOOR 0 Z O O �- FOUNDATION PLAN Q (n FINISH FLOOR z — g PENETRATING PIPE — --'"� MAX. 4" PENETRATING cWn V ... #5 LOOP TIE (TYP.) a PIPE. MAX 4" O M A 4vGRADE WOOD POST PER PLAN W FILLED CELL PER PLAN M �. + . REFER TOIII FOR SIZE AND BASE C`a O ® FOUNDATION PLAN — CONNECTION z NOTE: AT FRENCH ° FOR CONT. TOP COURSE TO BE Q Q UJI DOOR LOCATIONS. 4" z FOUNDATION PVC SLEEVE MAX _ -i O W r, _„_ _ _ _, _ - - - _ CHAIR BLOCKS. J W W � O CONTRACTOR TO INFORMATION 6 DIAMETER =I —I I- ENTIRE BASE TO BE [� g J VERIFY WITH DOOR GARAGE N r, z °.e�. FOOTING PER PLAN FILLED SOLID z W n MANUF. FOR SLOPE FOOTING PER PLAN I a ° I CMU BASE W/ (1) #5 SEE ELEVATION _ tW REQUIRED RECESS r - J - z ; Q III=1 I �- CLEAN COMPACTED VERTICAL @ EA. W THRESHOLD PER MFR'S. PVC SLEEVE '� - FILL @ 95% STANDARD I-- W SPECIFICATIONS TOP VIEW @ CORNER (FRONT VIEW) MAX 6" DIA. CORNER. SEE PLAN (SIDE VIEW) DENSITY FOR BASE SIZE; BARS z Z a TO TIE INTO EXT. FTG. ¢ 'Q THRESHOLD PER .IQ la. c~n � EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER BY TIE IN OR EPDXY �, z x CY W Q MANUFACTURER'S FOUNDATION PLAN GARAGE WALL �. d p F- U in O = FRONT ENTRY DOOR & GARAGE CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION SPECIFICATIONS BEYOND {2) #5 x 4 -0 BARS ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS ° , ° 4 �' � � W � � � CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE cn 1. PENETRATION FOOTING PER MF08 ON �. 'A d' a w p 0 00 Z CONC. SLAB PER W DRIVEWAY BY ~ � I d 4 a d4, THIS SHEET BEYOND °d W W Q O FOUNDATION PLAN w „ BUILDER -CONCRETE - '4 °' o c 4 q° (� a N ..� 4 M.m_-I OR PAVERS - I o I I=I I- - - ° d ° d CONC. SLAB OR ' cn --- v _ • a _ PAVERS PER PLAN PITCH • , :... M A . a dae =1 I— ---.-I I II = (I , �' d a. 4 : ' GRAD � BLDG DESIGN: _ �..........--. - STRUCTURAL ENG: MCD • •a°,. SLOPE W DRAFTING: ..: ° — — —III -1_ .d " d _—_ I- �I ° — I—I ° -DESIGN: --_ PER DOOR MANUFACTURER SLOPE EXT. SURFACE I = - - — I I= I I` CLEAN COMPACTED I =I =III- z - 4 ° =III ` SEE FOUNDATION FOR a... STRUCT: DP • OR GRADE 1/8" PER -I-=I I I�I=I I-_ I=1 I I FILL @ 95% STANDARD -I II_=III — d .. a _ ( = I °. ' a < .. ° . ° _ I (- d' d. I I REFER TO PAD SIZE -) I d. . ''' ((- QC CHECK: CC �- - -FOUNDATION PLAN I= I I ( CLEAN COMPACTED I . - �' •- - ` I -I ~ BUILDING FROM III -1 I -III III 8Ex 8"THICKENED° $ ° 4 i to PIPE PARALLEL TO FND ;I= I I `-) I =I FOR CONT. o ,- �" - - - ° cn JOB No. PSQ-0204615 4 8 FILL @ 95% STANDARD - I - FOUNDATION -I ° . d I� N SCALE: AS INDICATED 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. - PLAN FOR I- DENSITY _.... _ _ - ..-_... _ .._.._.. W/ 3 COVER, TYP. I I INFORMATION w DATE: 03/02/18 AS REQUIRED SIZE & REINF. - - - z 4 F1 EXTERIOR DOOR POURED SILL F1 THICKENED EDGE @ GARAGE DOOR AF'1'�TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ ENTRY MASONRY COLUMN w 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Q�S3 F- --COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE TO CONTRACTOR: O ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D p FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z ADJACENT MONO AND/OR STEM WALL C V FOUNDATIONS AS SPECIFIED THIS DETAIL. MIN. 24" BEFORE ° . ° z Iw— W ANOTHER STEP w z ' 4e. _ - - --- - -- - DENSITY CONC, SLAB PER I © CONC, SLAB PER 8"x12" THICKENED o a 'e' �. ° e'a ° ; U FOUNDATION PLAN �� ? �¢ OPTIONAL CURB BY FOUNDATION PLAN SLAB W1(1) #5 CONT. _ z r- � >_ g ° #5 CONT. O W BUILDER `' p ° ° ° a, a a '� .ia W/ 3" COVER TYP 41 c� rl"nREINFORCEMENT SEE C8 z M CONC. SLAB PER :` r: ' '' w -- r : ©III ° .d�.. FOUNDATION PLAN O d II • .° ° • ° .:=_ '�, FOUNDATION PLAN .a.> GRADE > ' ° ' e. ° �...:.�.: w ° - d •'; • o ° d ° °aFOR QUANTITY U ,—kil -III—III—III_ - I -I I .° III—� I ° ' t — e— 10... o Cn - TM=III=I I=I I I=I III -1 I I I ^ ° °... a ° , .,_. — _ — — - _ ° a e - I- ,� - EJ. OW :�,' . ° -- 90 -DEGREE #5 HOOK A p d ° ° e. —_ _-- ' GRADE - _ ° _ - - I III I I —_ _ _— — — .....:. I I — I —'-� d III—I = 1 III I-1 1—I � I ° BARS AT CORNER, OR U .� _ „- „ �-III=III (I=III= III III=III °' d .'. °' ° VERIFY PLAN DETAILS a 4 d, BEND CONTINUOUS #5 8 ° I j II1=1=_ $ ' -4 I- - I_ w ......::...:..,.� J I I I III- oo e . , b. __ _ I _ -Ill- M, (; III -=I �•- 8 I I 8 I I -III- w a . d . :4 FOR REQUIRED #5 °� BARS AROUND U o I I — I I - — I —III_ - 1 _ W —,— °.. . �. e ' n '. a ° (2) #5 BARS CONT. W/ I -III III=III= - _ - _ - - _ I I - CONT. BARS. MAINTAIN o ., a Q°� ' CORNER. LAP REBAR z _ - - _ �' I _ —I I -III—= =-- 11= °° ° : 9 o �- I I I I I -III— -_ (2) #5 BARS @TOP -1 I I=I I III -III -1-- - -I 3 COVER TYP. d ° PER DETAIL MD08 ON 3" COVER TYP: g., 8., 8„ 8,. - _ �. - - - � ,r ° W ° -1 I (=1 I I-' EXCEEDS 26 .DF PTH I III I I III=I I I _ (I -I (I =I -III-I d '- - .�:a ' . Q " - 16 MIN. 16 MIN. d° ° . LINTEL PLAN Q Z Qlm -III III -1'-4" I I DEPTH IS LESS THAN -III- -_ VERIFY PLAN DETAILS III=1 I 1=1 I I.I I I ' (� CO 26", THESE BARS ARE BEND EACH CONT. #5 u- #3 STIRRUPS 48" FOR REQUIRED #5 O w @ NOT REQUIRED BAR AT STEP DOWN � LU O.C. WHEN MONO CONT. BARS. MAINTAIN OR INSTALL #5 HOOK O O W U DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED 3" COVER TYP. E W/ 3" COVER TYP. FILL 95% STANDARD BARS FOR EACH CONT. Q 06 J (0;! 8 WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS @ SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER U W - N � DETAIL MD08 ON i Z Iw- z > _j coo 'g LINTEL PLAN w (. c ARE NOT REQ'D F- J p o O >- o CFO FOOTING AT INTERIOR BEARING FO FOOTING SHOWER AT MASONRY AFOkTHICKENED EDGE AFO%9� TYPICAL STEP FOOTING DETAIL *F1'kTYPICAL CORNER BAR DETAIL (TOP VIEW) _� W n °o a v M „= 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" -� Z `C O 3 2 W p 3/4"=11-0113/4 1 0 W I-- ©=zwz E U OzHwYO z H UQQWda 8" C.M.U. FINISH PER " o O Q W O 8 CMU - ELEV. FINISH PER ELEV. O WCC W Z o 0 CONC. SLAB PER U FINISH FLOOR 0 Z O O �- FOUNDATION PLAN Q (n FINISH FLOOR z — g PENETRATING PIPE — --'"� MAX. 4" PENETRATING cWn V ... #5 LOOP TIE (TYP.) a PIPE. MAX 4" O M A 4vGRADE WOOD POST PER PLAN W FILLED CELL PER PLAN M �. + . REFER TOIII FOR SIZE AND BASE C`a O ® FOUNDATION PLAN — CONNECTION z NOTE: AT FRENCH ° FOR CONT. TOP COURSE TO BE Q Q UJI DOOR LOCATIONS. 4" z FOUNDATION PVC SLEEVE MAX _ -i O W r, _„_ _ _ _, _ - - - _ CHAIR BLOCKS. J W W � O CONTRACTOR TO INFORMATION 6 DIAMETER =I —I I- ENTIRE BASE TO BE [� g J VERIFY WITH DOOR GARAGE N r, z °.e�. FOOTING PER PLAN FILLED SOLID z W n MANUF. FOR SLOPE FOOTING PER PLAN I a ° I CMU BASE W/ (1) #5 SEE ELEVATION _ tW REQUIRED RECESS r - J - z ; Q III=1 I �- CLEAN COMPACTED VERTICAL @ EA. W THRESHOLD PER MFR'S. PVC SLEEVE '� - FILL @ 95% STANDARD I-- W SPECIFICATIONS TOP VIEW @ CORNER (FRONT VIEW) MAX 6" DIA. CORNER. SEE PLAN (SIDE VIEW) DENSITY FOR BASE SIZE; BARS z Z a TO TIE INTO EXT. FTG. ¢ 'Q THRESHOLD PER .IQ la. c~n � EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER BY TIE IN OR EPDXY �, z x CY W Q MANUFACTURER'S FOUNDATION PLAN GARAGE WALL �. d p F- U in O = FRONT ENTRY DOOR & GARAGE CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION SPECIFICATIONS BEYOND {2) #5 x 4 -0 BARS ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS ° , ° 4 �' � � W � � � CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE cn 1. PENETRATION FOOTING PER MF08 ON �. 'A d' a w p 0 00 Z CONC. SLAB PER W DRIVEWAY BY ~ � I d 4 a d4, THIS SHEET BEYOND °d W W Q O FOUNDATION PLAN w „ BUILDER -CONCRETE - '4 °' o c 4 q° (� a N ..� 4 M.m_-I OR PAVERS - I o I I=I I- - - ° d ° d CONC. SLAB OR ' cn --- v _ • a _ PAVERS PER PLAN PITCH • , :... M A . a dae =1 I— ---.-I I II = (I , �' d a. 4 : ' GRAD � BLDG DESIGN: _ �..........--. - STRUCTURAL ENG: MCD • •a°,. SLOPE W DRAFTING: ..: ° — — —III -1_ .d " d _—_ I- �I ° — I—I ° -DESIGN: --_ PER DOOR MANUFACTURER SLOPE EXT. SURFACE I = - - — I I= I I` CLEAN COMPACTED I =I =III- z - 4 ° =III ` SEE FOUNDATION FOR a... STRUCT: DP • OR GRADE 1/8" PER -I-=I I I�I=I I-_ I=1 I I FILL @ 95% STANDARD -I II_=III — d .. a _ ( = I °. ' a < .. ° . ° _ I (- d' d. I I REFER TO PAD SIZE -) I d. . ''' ((- QC CHECK: CC �- - -FOUNDATION PLAN I= I I ( CLEAN COMPACTED I . - �' •- - ` I -I ~ BUILDING FROM III -1 I -III III 8Ex 8"THICKENED° $ ° 4 i to PIPE PARALLEL TO FND ;I= I I `-) I =I FOR CONT. o ,- �" - - - ° cn JOB No. PSQ-0204615 4 8 FILL @ 95% STANDARD - I - FOUNDATION -I ° . d I� N SCALE: AS INDICATED 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. - PLAN FOR I- DENSITY _.... _ _ - ..-_... _ .._.._.. W/ 3 COVER, TYP. I I INFORMATION w DATE: 03/02/18 AS REQUIRED SIZE & REINF. - - - z 4 F1 EXTERIOR DOOR POURED SILL F1 THICKENED EDGE @ GARAGE DOOR AF'1'�TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ ENTRY MASONRY COLUMN w 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Q�S3 F- --COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. THE GROUT IS LEVEL WITH TOP OF BLOCK FOR AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL z a w CL r (D w z 0 co HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOK PER HOOKED INTO MDQ8 SIDE VERTICALS ' ° dam. . . ° ° d a d'• e • ��° �.. v.' q ° d .q °'d ° ° ° q ' q A t _ 'v. ° ° LL II ° © w °II �� G q ° N C)r IF :� ° I�'°' z M � W d. ZBOTTOM STEEL IN LINTEL INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 ° ,d Al ° ROUGH OPENING PER PLAN �',--�-- `' " d A TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR ° �--- STD. 90 DEGREE ANGLE 3000 psi o : I °. I4 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. a A .e.. SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 Q. BEND O [.4. SEE DOWEL LAYOUT BEND 0 LENGTH LAP SPLICE PLAN FOR FILLED CELL " . NO ° ' D"All" TYPI AL SHEAR WA L SEGMENT ' D #3 I'.. 41/4 IS REQUIRED ON 15 4. A LINTEL PER PLAN 91/4 d EITHER SIDE OF 21/2 5 5/8 91/2 A n A d 121/21 32 #5 - 7 a 25 q 7 151/2 40 #6 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. a A .e.. TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0"" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 Q. BEND O LENGTH SEE DOWEL LAYOUT BEND 0 LENGTH LAP SPLICE PLAN FOR FILLED CELL " . NO -SHEAR WALL T OPENING ' D"All" TYPI AL SHEAR WA L SEGMENT ' D #3 I'.. 41/4 IS REQUIRED ON 15 4. A LINTEL PER PLAN 91/4 d EITHER SIDE OF TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0"" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 Q. BEND O LENGTH SEE DOWEL LAYOUT BEND 0 LENGTH LAP SPLICE PLAN FOR FILLED CELL A, qj " " ' D"All" j- <v �n u_ .LU INFORMATION. MIN. (1) T ' D #3 I'.. 41/4 IS REQUIRED ON 15 I'' A LINTEL PER PLAN 91/4 11 EITHER SIDE OF 21/2 5 5/8 91/2 r. A OPENING U.N.O. 121/21 32 #5 - 7 113/4 25 q 7 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0"" 3/4"=1'-0,1 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH SEE DOWEL LAYOUT BEND 0 LENGTH LAP SPLICE PLAN FOR FILLED CELL A, " B " " ' D"All" j- <v �n u_ .LU INFORMATION. MIN. (1) C, ' D #3 4 41/4 IS REQUIRED ON 15 21/4 A LINTEL PER PLAN 91/4 24 EITHER SIDE OF 21/2 5 5/8 91/2 r. 3 OPENING U.N.O. 121/21 32 #5 TRANSOM OPENING 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 4 1 41/2 81/16 181/2 48 #7 43/8 t " FRAME INFILL AROUND , �' 1 51/4 (2) 2x8 SYP #2 P.T. WOOD HEADER 213/4 56 " r WINDOW BY BUILDER \ :•°: TURNED SIDEWAYS. ATTACH (2) 2x8 m .� Jp¢�>=Q o SEE WF01/SD3 FOR J _..I SYP #2 P.T. HEADER TO MASONRY 5w Od'd Q �.. � ZQp�Lii o r MORE INFO ' , W WALL W/ SIMPSON HU28-2 OR HUC28-2 WW 5 HANGER @ EA. END. USING (14) 1/4" W Z Z�O� W DIA. x 2 3/4" TAPCONS & (6) 10d NAILS . �' �; ' INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) �. ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. DOOR OR WINNOPENING MAX 4•'-0" REFER TO DESIGN PLANS FOR REQUIRED loot IN -FILL FRAMING DIMENSIONS fi�D�OLINTEL W/ TRANSOM DETAIL 3/4"=1'-0,1 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE C/>�• • ?/ d�••� 1� A, " B C, ' D"All" j- <v �n u_ .LU B C, ' D #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 1 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 1 51/4 913/16 213/4 56 LAP SPLICE EMBEDDED REBAR SPLICE DETAIL STANDARD 90° HOOK 3/4"=1'-01" c STANDARD 180° HOOK #3=2%" #4=2%" #5=2%2' #6=3 #7=3%2' PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 0 00 v 3'-0-0" 3'-0" 14'-0" Ale I I I I PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL STANDARD LINTELS STANDARD LINTEL NOTES BLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 81`24-113/8F24-013 8F32 -113/8F32-013 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. a 3"-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO .9 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 HAVE MIN, 8" BEARING EA. END c 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN u 4'-6" 710 1423/1105 4360 / 1631 ' 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT al 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 1Z 6-2" 488 991 /991 2661/2143 5681/2698 6472/3685 C 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD $'-0" 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS C 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. N 101-011 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS u 10'-8 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 3 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. u U 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL C 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS c 13'4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS C 16"-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSI. a 18'-8" 0 142/0 598/0 1114/0 1468/0 2. f PRESTRESSED LINTELS = 6000 psi. 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 'u 22'-8" 0 1 110/0 450/0 824/0 1147/0 STRENGTH = 1900 PSL u RECESSED LINTELS-FILLEDI- CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. C 2'-4" 1694/1694 3725/3280 5499/5421 u 19 2'-8" 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE C 31_0" 1230/1230 2769/2769 4085/4085 u 3'-4" 1081/920 2769/1716 4085 / 2839 LINTEL F = FILLED WITH GROUT C 4'-4 846/833 2121/1716 3127/2839 MARK U _ UNFILLED o 5'-4 664/572 1761/1761 2595/2595 REQUIREMENTS R =RECESSED &FILLED WITH GROUT � 6'-4" 526/434 1539/1539 1329/22670 329/2267O 8R6-0B/1T QUANTITY OF #5 REBAR @ C 7'-4" 480/322 1334/1334 1964/1552 81-41 415/235 1152/1152 1694/1552 0 8F8-0B/1T 8F16-1'B/1T BOTTOM OF LINTEL CAVITY 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QQ 8R14-1B/1T —QUANTITY OF #5 REBAR AT 70P c 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. °Q 8F16-16/17 ION u TYPE DESIGNAT NOMINAL WIDTH O 8R14-0B/1T a WALL LEGEND ` O 81`16-0B/1T 1-1/2" CLEAR � c 8F20-1B/1T C, 9-4 = '" T.O.M. - INTERIOR/EXTERIOR O w x #5 REBAR AT TOP MIN. (1) REQ'D o BEARING WALL (OR LINTEL -013/1 81`20-06/1T U � h ® = 11'4" T.O.M. IF REFERENCED ON SHEET Q z C.M.U. c S4). VERIFY HEIGHT W/ 8R22-1B/1T o g n GROUT = KNEE WALL TOP ARCHITECTURAL PLANS LO z ° #5 REBAR AT BOTTOM OF LINTEL L U.N.O. O 8F24-1B/1T �" - C @ 11'-4" io CAVITY O 8R22-OB/1T �I�-----�I`- BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) O 8F24 -013/1T 8" NOMINAL WIDTH o FILLED c co 0 8R30-1B/1T U C P 8F32-1B/1T 1-1/2" CLEAR M 0 8830-0B/1T w o O#5 REBAR AT TOP MIN. (1) REQ'D o s 81`32 -013/1T U C z C.M.U. o O 8F38-1B/1T 00 - a0 0 T z ` 8F12 -1 B/OT zo C M O 8F40-1B/1T BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) C 8F28 -1 B/1T 8" NOMINAL WIDTH L O UNFILLED 8F40 -0B/1T e L6 F- 1-1/2" CLEAR � J q • v' C a-', o #5 REBAR AT TOP MIN. (1) REQ'D C UJ o z w TOP KNOCK OUT/ LINTEL BLOCK 13 I.-0 � w a,4 .. COURSE c P 0 ¢ a #5 REBAR AT BOTTOM MIN. (1) C W _ REQ'D c w'S w 16 GA. POWERS STEEL BOXED e a 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL - c SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. F 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. ; 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR F 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY i CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. L L 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. F 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LINTEL PLAN 1/8"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use; duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. M� > V � Z M Q I— 0 i Q "J WWW c O W W " = P0 co �za W F-- 1W"o c G _ �0 W a0Z CL LL 04 _ j BLDG DESIGN: --- STRUCTURAL ENG: MCD a DRAFTING: -DESIGN: --- -STRUCT: DP QC CHECK: CC JOB No. PSQ-0204615 C SCALE: AS INDICATED DATE: 03/02/18 Li F S4C U `®`oeeutiuer���♦ C/>�• • ?/ d�••� 1� Ll LO 00 i j- <v �n u_ .LU Q Z c•► z ° w Uo o d°9� S > b ••••e* U) i U_ > V � Z M Q I— 0 i Q "J WWW c O W W " = P0 co �za W F-- 1W"o c G _ �0 W a0Z CL LL 04 _ j BLDG DESIGN: --- STRUCTURAL ENG: MCD a DRAFTING: -DESIGN: --- -STRUCT: DP QC CHECK: CC JOB No. PSQ-0204615 C SCALE: AS INDICATED DATE: 03/02/18 Li F S4C U Z O i GA 0,. ° cr_ Uo o d°9� S U U) i i i U) W L)Ir-w 'C'0r ' �r Uj co ZQoJ�c� LL to > V � Z M Q I— 0 i Q "J WWW c O W W " = P0 co �za W F-- 1W"o c G _ �0 W a0Z CL LL 04 _ j BLDG DESIGN: --- STRUCTURAL ENG: MCD a DRAFTING: -DESIGN: --- -STRUCT: DP QC CHECK: CC JOB No. PSQ-0204615 C SCALE: AS INDICATED DATE: 03/02/18 Li F S4C U i GA ° Uo o d°9� iz z 0 m i U) W L)Ir-w 'C'0r ' �r �S C7 LU 0 M � CS co ZQoJ�c� LL to m .� Jp¢�>=Q o : J _..I 5w Od'd Q �.. � ZQp�Lii o I'-o=zwz W E 0zFUjR= WW 5 i W Z Z�O� W J LL o 0 �- > V � Z M Q I— 0 i Q "J WWW c O W W " = P0 co �za W F-- 1W"o c G _ �0 W a0Z CL LL 04 _ j BLDG DESIGN: --- STRUCTURAL ENG: MCD a DRAFTING: -DESIGN: --- -STRUCT: DP QC CHECK: CC JOB No. PSQ-0204615 C SCALE: AS INDICATED DATE: 03/02/18 Li F S4C I! 1 l ::I L!111 111111111, .'11.11.'.I.1 ., WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 11'-4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ = KNEE WALL TOP ARCHITECTURAL PLANS Q U 11'-4" U.N.O. @ I- z W w FLOOR SHEATHING & EXTERIOR WALL FRAMING Cil NAILING PER PLAN.- AND CONNECTIONS PER FLOOR TRUSSES I I PLAN (NOT SHOWN THIS N PER PLAN. I I DETAIL FOR CLARITY) GIRDER TRUSS 0 XXX PER PLAN T.w NAIL (2)- 2x4 SPF#2 TOP PLATE TO THE TOP OF ````s� o /-� �� THE 2x12 BEAM. NAIL EA. o `e0®� ®,....®..•®�/I/� �io� Lq -4 PLY W/ (2) ROWS 10d p ®� �Q' ® •. �itl ao +s • •i A. F. F. NAILS @ 8" O.C. & 2" FROM U v� S -�� (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 - - - - - - - EA. END. TOP PLATE z = C� tZ MS 4 Z SHALL BE STOPPED a O U NAIL (2)- 2x4 SPF#2 TOP PLATE TO TO THE TOP WHERE INDICATED ON 2.• z cn QJ OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d71 THE FRAMING PLAN, Q .��NG THE BEAM TO 0®'••.•®®• •••.••��e� Q NAILS @ 8" O.C. & 2" FROM EA. END. _-_ PASS UALLOWINDER THE FLOOR sf'�>� *GOO®•p�0������ Q w (2) 2X12 SYP#2 BEAM W/ 1/2 FLITCH PLATE. p '''��t�itital���® O BUCKET TO HEADER W/ HUC410 HANGER W/ TRUSSES. U_ U_ (18)-16d NAILS & (10)- 10d NAILS. BUCKET w OPPOSITE END TO CMU WALL WITH HUC410 (2) 2X12 SYP#2 BEAM W/ z W/ (18) 1/4" x 2-3/4" TAPCONS & (10) 1 O NAILS. 1/2" FLITCH PLATE. REFER U_ TO FRAMING PLAN FOR O (2) 2x4 SPF#2 JACK STUDS & (1) 2x4 SPF#2 BEAM CONNECTIONS. z KING STUD, NAILED PER HEADER SCHEDULE. MIN. 2x8 SYP#2 JOISTS @ L II 16" O.C.W/ A35 ANGLES OR > Q LUS26 HANGERS EA. END. REFER TO DETAIL ST01/ST1 FOR °- ADDITIONAL STAIR FRAMING INFORMATION H2x12 HEADER PER PLAN = NOT SHOWN THIS DETAIL FOR CLARITY. O 1 STAIR FRAMING DETAIL Q 3/4"=1'-0" W J Z G 2x4 SPF#2 NON-BEARING z WALL PER PLAN. U C�/ 2x4 SPF#2 NON-BEARING H W =WALL W/ STUDS @ 16" (2) 2X8 SYP#2 BEAM W/ Q -� --- lizii --- - --- -- - - ATTACH B2x12 BEAM TO i li F1 2 OCMAX MAX 1/2" FLITCH PLATE. U CMU USING HUC410 W/ (10) ■ B D BUCKET TO COLUMNS ON 0 1 Od NAILS & (18) 1/4"x2-3/4" NOTE: COLUMN EA. END WITH HUC48 w/ z TAPCONS ■ TO SUPPORT (14) 16d NAILS & (6) 10d A p = N FT3 LANDING BEAM U_ NAILS. CIOU - -ONLY -w Cal: 1 X � 1 O 1� B2xl2 BEAM W/ (2)-2x4 SPF#2 rill TOP PLATE TO SUPPORT STAIR LANDING. REFER TO DETAIL ATTACH BEAM TO CMU ® - --_ A w STOP (2)-2x4 SPF#2 TOP PLATE, USING HUC410 W/ (10) 10d ALLOWING BEAM TO PASS _T �-=_ ==_ ____ BELOW FLOOR TRUSSES. REFER TO DETAIL 1/S5A, Akio- 8 3/4" 2x8 SYP#2JOISTS @ 16 O.C.W/ A35 ANGLES TO r� o NAILS & (18) 1/4"x2-3/4" �� U Mir S1 w FLOOR SHEATHING & EXTERIOR WALL FRAMING Cil NAILING PER PLAN.- AND CONNECTIONS PER FLOOR TRUSSES I I PLAN (NOT SHOWN THIS N PER PLAN. I I DETAIL FOR CLARITY) GIRDER TRUSS 0 XXX PER PLAN T.w NAIL (2)- 2x4 SPF#2 TOP PLATE TO THE TOP OF ````s� o /-� �� THE 2x12 BEAM. NAIL EA. o `e0®� ®,....®..•®�/I/� �io� Lq -4 PLY W/ (2) ROWS 10d p ®� �Q' ® •. �itl ao +s • •i A. F. F. NAILS @ 8" O.C. & 2" FROM U v� S -�� (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 - - - - - - - EA. END. TOP PLATE z = C� tZ MS 4 Z SHALL BE STOPPED a O U NAIL (2)- 2x4 SPF#2 TOP PLATE TO TO THE TOP WHERE INDICATED ON 2.• z cn QJ OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d71 THE FRAMING PLAN, Q .��NG THE BEAM TO 0®'••.•®®• •••.••��e� Q NAILS @ 8" O.C. & 2" FROM EA. END. _-_ PASS UALLOWINDER THE FLOOR sf'�>� *GOO®•p�0������ Q w (2) 2X12 SYP#2 BEAM W/ 1/2 FLITCH PLATE. p '''��t�itital���® O BUCKET TO HEADER W/ HUC410 HANGER W/ TRUSSES. U_ U_ (18)-16d NAILS & (10)- 10d NAILS. BUCKET w OPPOSITE END TO CMU WALL WITH HUC410 (2) 2X12 SYP#2 BEAM W/ z W/ (18) 1/4" x 2-3/4" TAPCONS & (10) 1 O NAILS. 1/2" FLITCH PLATE. REFER U_ TO FRAMING PLAN FOR O (2) 2x4 SPF#2 JACK STUDS & (1) 2x4 SPF#2 BEAM CONNECTIONS. z KING STUD, NAILED PER HEADER SCHEDULE. MIN. 2x8 SYP#2 JOISTS @ L II 16" O.C.W/ A35 ANGLES OR > Q LUS26 HANGERS EA. END. REFER TO DETAIL ST01/ST1 FOR °- ADDITIONAL STAIR FRAMING INFORMATION H2x12 HEADER PER PLAN = NOT SHOWN THIS DETAIL FOR CLARITY. O 1 STAIR FRAMING DETAIL Q 3/4"=1'-0" W J Z G 2x4 SPF#2 NON-BEARING z WALL PER PLAN. U C�/ 2x4 SPF#2 NON-BEARING H W NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND w S5C COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. =WALL W/ STUDS @ 16" (2) 2X8 SYP#2 BEAM W/ Q -� --- -- --- - --- -- - - ATTACH B2x12 BEAM TO i li F1 2 OCMAX MAX 1/2" FLITCH PLATE. U CMU USING HUC410 W/ (10) ■ B D BUCKET TO COLUMNS ON 0 1 Od NAILS & (18) 1/4"x2-3/4" NOTE: COLUMN EA. END WITH HUC48 w/ z TAPCONS ■ TO SUPPORT (14) 16d NAILS & (6) 10d A p = N FT3 LANDING BEAM U_ NAILS. CIOU - -ONLY -w Cal: X O CIL ATTACH BEAM TO CMU ® - --_ A w w USING HUC410 W/ (10) 10d - ---- _T �-=_ ==_ ____ _- Akio- 8 3/4" 2x8 SYP#2JOISTS @ 16 O.C.W/ A35 ANGLES TO r� o NAILS & (18) 1/4"x2-3/4" �� S1 A.F.F. U TAPCONS ■ o o D BEAM & LEDGER AT EA. END. � T U • o B2x12 BEAM W/ (2)-2x4 SPF#2 TOP 2_ S5 _ Z ca PLATE TO SUPPORT STAIR 2x8 SYP#2 LEDGER W/ O `�I'i' Z LANDING. REFER TO DETAIL 1/S5A. ------ T (4) 12d NAILS TO EA. cQ —� Q,. ■ -- STUD @ 16" O.C. MAX O O w FO D f"' O J f29 UJ UJ `----- U. TRUSSES PER PLAN. FALSE FRAMING BY _j rn = ( o �`�-- --- - �i BUILDER. U 0 U) N 0 a F6 ■ f---- --r=-- 0 2 V w z ❑ cM rc—. zQO��� F6 C7 LL LL I H2x8 LL CII i � INi j INi. LL uN D03 SD1O r2'STAIR LANDING DETAIL w to Q J m - ❑�` o "-0" Q .. cc FT4 E= 3/4"=1 2 W J I„L (n (n it O ZQO�2ui o F4 E F1 D03 �` O z� w Y O BW1 18 g BW1 SD1 Q �" Ux«���� ■ of Ia—,0L F1 o W W D1 ° BW1 2x4 SYP #2 BLOCKING @ 16" O.C. 0 U O o 0 2 O 2x6 STUDS F1 ATTACH EACH END TO TRUSSES S1 z ^— W/ (3) 12d TOE -NAILS. ATTACH 0 ....r..._ BLOCKING TO WALL BELOW W/ D � V F4 D03 F1 SIMPSON DTC CLIP F1 0 Z M SD1 E 4 18 0 ® FT2 D 0 4 D02 S1 J D D 9 S1 D D1 Q p � .. W W W o F4A D2z W LSC 2 0 r1 E1 F1 = _ O TYP. @ FO 3 F1 D D D3 I- Ce Z W ENTRY D E2 U.N.O. z a Q W a 1 1 3 CJ4 CJ5 CY CJ UU)0z CJ CJ3 ��1 '��� CJ3 o W Uo O —I MAN LAN 00 Z - 0 Oil 11 - w � Q O ..r.. c� � c� � CL D. N . ��"� Gil U U L U c� CJ 1 W O BLDG DESIGN: • STRUCTURAL ENG: MCD w DRAFTING: -DESIGN: --- U U -STRUCT: DP — U QC CHECK: CC U) JOB No. PSQ-0204615 `t H SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN 0 DATE- 03/02/18 -- -- U5 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND w S5C COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ _ 1 LI Il I111.1LI 1111111; L: W!1➢ I L _ _ __ ES HEADER SCHEDULE TAG HEADER FASTENERS BEARING WOOD WALL SCHEDULE STUD LUMBER CONNECTION & FASTENERS UPLIFT TAG CAP. BLOCKING SPACING SPECIES TOP BOTTOM (pIf) TAG H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d MID -SPAN BW1 16" SPF VALUES SPF(Ib) 16d NAILS TOENAILS TOENAILS UPLIFT (3)2X4 SPF #2 BUILT UP STUD COLUMN H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS SP4 W1(6) SP4 W/(6) 570 pIf MID -SPAN Bw2 HETA16 w/(9) 1 Odx12' NAILS OR HETA20 w/(9) 1 O x 1 l' NAILS ( ) 2 FRAME TO CMU 16" SPF 1 Od x 12 NAILS 10d x 12" NAILS 181.0 H2x10 2)2x10 #2 SYP w/l" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 2 16d NAILSSP4 W/(6) SP4 W/(6) a (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 12' NAILS (2)ply TRUSS (12) 16d x 12' NAILS 570 If BW3 16 SPF 10d x 12' NAILS 10d x 12" NAILS p 3rd. PT. (1)ply 2035 (2)ply 2500 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) N0 O 16d NAILS BW4 12" SPF (3) 12d (3) 12d TOENAILS TOENAILS UPLIFT MID -SPAN R H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) FRAME TO FRAME H10A 1015 H10A-2 1070 16d NAILS SP4 W/(6) SP4 W/(6) 760 plf MID -SPAN BW5 12" SPF (3)2X6 SPF #2 BUILT UP STUD COLUMN FRAME TO FRAME 10d x 12" NAILS 1 Od x 12' NAILS w/(24)10d x 12" NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 1245 1450 16d NAILS SP4 W1(6) SP4 W/(6) 760 plf 3 rd. PT. BW6 12" SPF "" FRAME TO FRAME ATTACH KING STUDIO HEADER w/(10) 1 Od x 11" NAILS 10d x 1 NAILS 2 3 O1.75"x9.25" LVL 2 H3.5x9.25 16d NAILS ATTACH KING STUD TO HEADER w/(12) (3) 12d (3) 12d NO MID -SPAN BW7 16" SYP TOENAILS TOENAILS UPLIFT H5.5x11.25 (3)1.75"x11.25" LVL 16d NAILS (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) SP/( BW8 16" SP4 W/(6) 4 W6) SYP 104 x 12' NAILS SP x 1( NAILS 664 plf MID -SPAN H3x12 PLATE BETWEEN PLIES 16d NAILS MGT w/ 10 5' EPDXY ANCHOR w/SIMP. SET -XP EPDXY G (22) d s 0 MIN. 12" EMBEDMENT HEADER SUPPORT SCHEDULE Bw9 16" SYP SP4 W/(6) SP4 1.1 664 plf Mrd. PT. 10d x 12' " NAILS 10d x 12' NAILS 3 3965 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 12d(2)T 12d NO BW10 12" SYP MID -SPAN SYP #2 BUILT UP STUD COLUMN TOENAILS TOENAILS UPLIFT V-0" TO 3'-11" 1 1 4'-0" TO T-11" 2 2 SP4 W/(6) SP4 W/(6) 885 pif MID -SPAN BW11 12" SYP 10d x 12" NAILS 10d x 12' NAILS 1-91 8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) 885 PT. BW12 12" SYP 3640 4235 pIf 3rd' 10d x 12" NAILS 1 Od x 12" NAILS 10'-0" TO 12'-0" 3 4 OL STANDARD DARD HEADER NOTES' SP4 W/(6) SP4 W/(6) BW13 16" SPF �„ 1„ 280 pIf MID -SPAN 10d x 12 NAILS 110d x 12 NAILS @ 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 380 pIf MID -SPAN 10d x 12" NAILS 10d x 12' NAILS APPROVAL FROM E.O.R. @ 24"o.c. @ 24"o.c. 10 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. FRAME TO CMU 10980 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 MO 6x6 SYP #2 POST 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 HTSM16 w/(8)1 Od NAILS & (4) a"x 24" TAPCONS PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 1175 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 12 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & 1110 8. 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 LVL COLUMN. 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. ROOF 8 BASE BNS TO THE ARE IND -NOTES: WAL S AREQONLYBRG. W7 OR BW10. THESEION WALLNO ISTIONAL INDICATED W BWINBW4I 13 SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO HEADER TO STUDS 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 Q3-1/2"x5-1/4" 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND NOT ATTACHED O RE. THE ANCHOR BOLT ED W/HARD CASED GUN NAILS AND WILL Q 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. LSTA18 w/(14)10d NAILS CENTERED EACH STUD 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. 928plf 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 70 TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE LSTA24 w/(18)1Od NAILS CENTERED EACH STUD 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 1235 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 MSTC28 w/(36)16d SINKERS CENTERED WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST 3455 B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM LVL COLUMN. 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. 17 EDITION). SEE COVER SHEET NOTES FOR MORE INFO &STANDARD DETAILS IN THIS STUDS TO BEAM/GT 4305 DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. QQ NAILING NSHEATHING NOT ROOF & EXT. WALL NA I G V , 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: TRUSSES v 10. USE 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) COLUMN TO FTG.OR CMU 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 XO 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 COLUMN TO FTG. CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. < Y� DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW 20 (3)HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: 4350 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: MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. 2800 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILS: STANDARD COLUMN NOTES 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 GIRDER TO COL./ BM THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, BUILDER NOTE. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: GT w/ (22) 1 Od NAILS TO GIRDER & (1) 5/8" A.T.R. THRU BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED 3965 -""'STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END BE P.T. OR WOLMANIZED. WITH (3)10d TOENAILS. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES ES O(2)2X8 COLUMN SCHEDULE (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG CONNECTOR SCHEDULE SIMPSON CONNECTOR TYPE VALUES SPF(Ib) VALUES SYP(Ib) B O (3)2X4 SPF #2 BUILT UP STUD COLUMN (2)2x8 #2 SYP a HETA16 w/(9) 1 Odx12' NAILS OR HETA20 w/(9) 1 O x 1 l' NAILS ( ) 2 FRAME TO CMU 1810 181.0 c C , v (4)2X4 SPF #2 BUILT UP STUD COLUMN a (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 12' NAILS (2)ply TRUSS (12) 16d x 12' NAILS FRAME TO CMU (1)ply 2035 (2)ply 2500 (1)ply 2035 (2)ply 2500 TO POST: SIMP. HTS20 OR LSTA18 O (2)2X6 SPF #2 BUILT UP STUD COLUMN SPF #2 BUILT UP STUD COLUMN R H10A w/(18)10d x 12' NAILS OR (2)ply TRUSS H10A-2 w/(18) 1 O x 12' NAILS FRAME TO FRAME H10A 1015 H10A-2 1070 H1OA 1340 H1OA-2 1245 O (3)2X6 SPF #2 BUILT UP STUD COLUMN FRAME TO FRAME F 47HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 ES O(2)2X8 SPF #2 BUILT UP STUD COLUMN Uj (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP, HTS20 OR MSTA18 CL 6�'�y TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS B3.5x11, (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14)4'x24" PLATE El(2)HTS20 w/(24)1 Od x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 TO POST: SIMP. HTS20 OR LSTA18 �LL <8(3)2X8 > SPF #2 BUILT UP STUD COLUMN B3.5x11.(10) (2)2x10 #2 SYP (10) 1 Od NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H2.5A w/(10)8d FRAME TO FRAME 535 600 <8> (3)2X4 SYP #2 BUILT UP STUD COLUMN MTS 12 w/(14)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 J O (2)2X6 SYP #2 BUILT UP STUD COLUMN MGT w/ 10 5' EPDXY ANCHOR w/SIMP. SET -XP EPDXY G (22) d s 0 MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 O(2)2X8 SYP #2 BUILT UP STUD COLUMN 1-91 HTT4 w/(1$)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 OL 4x4 SYP #2 POST 10 HGT-2 w/(16)1 Od NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 MO 6x6 SYP #2 POST 11 HTSM16 w/(8)1 Od NAILS & (4) a"x 24" TAPCONS FRAME TO CMU 1010 1175 > 8x8 SYP #2 POST 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 O3-1/2"x3-1/2" LVL COLUMN. 13 (2)LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 Q3-1/2"x5-1/4" LVL COLUMN. 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf O3-1l2"x7" LVL COLUMN. 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 O3-1/2"x9-1/2" LVL COLUMN. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O5-1/4"x5-1/4" LVL COLUMN. 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 V , 5-1/4"x7" LVL COLUMN. v 18 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 XO 7"x7" 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 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS COLUMN TO FTG. 3640 4235 < Y� 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 `✓ ZO 5 1/4" X 9 1/2" LVL COLUMN 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 STANDARD COLUMN NOTES 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 23 GT w/ (22) 1 Od NAILS TO GIRDER & (1) 5/8" A.T.R. THRU BL. 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. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 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 & 8' EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: 7" EM w/(18)16d NAILS & (2)§" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN STANDARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. STANDARD NAIL GENERAL DIAMETER/ LENGTH 4, CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 8d 131" x 22;' 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 10d .148" x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 12d148"x34' FLOOR FRAMING NOTES ir-061 162" x 32" 8d RING SHANK I .113" x 2$" 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 EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 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). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS Uj 1000 TO POST: SIMP, HTS20 OR MSTA18 CL 6�'�y TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS B3.5x11, (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14)4'x24" PLATE TAPCONS Q ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 �LL TO BEAM: SIMP. HUC410 w/(18)16d & B3.5x11.(10) (2)2x10 #2 SYP (10) 1 Od NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 1 Od NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS 83.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 (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 63.5x20 (2) 1.75"x20" 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 NOTES & `: CONNECTOR LEGEND€ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ��®`0111111111/�0�'' TO POST: SIMP. HTS20 OR LSTA18 Uj 1000 TO BEAM: SIMP. HUC410 w/(18)16d & CL 6�'�y (10) 1 O NAILS B3.5x11, (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od 25 NAILS & (18)4'x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 Q TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP, HUC410 w/(18)16d & �LL 10d NAILS B3.5x11.(10) (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od 875 NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS 83.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 (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 63.5x20 (2) 1.75"x20" 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 NOTES & `: CONNECTOR LEGEND€ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ��®`0111111111/�0�'' Uj 1000 .0 0: CL 6�'�y Z O a� Q Z Q �LL O 0 Q d U Uj • Z f) z° GO Z Z (DF- O Wn U w oV UW rOVA~ E LU ...r.I 06 06 U) C'4 W0M ZZ_jQOU_(r) c� vc JV~Q0 0 �0Np�v�,ca J Uj ZQp�2w o I•--o=zwZ E O OZI-WRO ~UaQ�Ja W Z z�°a 0O W ..... v L0 Z M O 1- J Q W W 0WWn =oUj ma W OC Z a I U U to 4 = W V) Q O Z BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING -DESIGN: --- -STRUCT. DP QC CHECK: CC JOB Na. PSQ-0204615 SCALE: AS INDICATED DATE: 03/02/18 S6 0- Ei A 4 SO U H2x10 SD5 H2x6 U V_ m m LO cr) Cil U U U Cil N III 4 CJ3 D CJ3 GjSII ti CJ5 II J Ii J7 II II JZ .III J7 (FOR AC CLOSET BEAM ATTACHMENT, REFER G J J7 TO DETAIL 2/S5A) J J7 (FOR AC CLOSET BEAM ATTACHMENT, REFER B TO DETAIL 2/S5A) J ----'-" J7 O WALL LEGEND = 9'-4" T.O.M. =INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 11'4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ = KNEE WALL TOP ARCHITECTURAL PLANS <C � @ 11'-4" U.N.O. z w ❑ U EXTERIOR FRAME WALL w SCHEDULE (PARK SQUARE) % Iw— W z O ~ w WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE x U 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX c~o LO LU O LLl 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX o ��° o•••...®..••�/�j� ��n. 000 cn z z Q`•®• •l� I� J CO •• O �; ►► 6 '. Lv� e c4 Z :(0co 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O,C. MAX O O O �: J� (n 0 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX 2 3 o -4:"' _j U ° 6 `. EXTERIOR FRAME WALL NOTES _o ' ` z o e'''````` u_ 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED Z) TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR _ t - REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS U) Z ❑ 4 G0 & NAILING PATTERN. U z LL O z (1� 0 ti Un w .- 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE Oz 0 W Luvi1..w 0 L) ,- - E O NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF ��`' Q UwzpM`' a. jI-Z> w Co Z<O-Ju-40 uai SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN W [� V 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 0 - REVIEW OF EXTERIOR STUDS REVIEW W W 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE H MIN, SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS O 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. Q s U) Wso ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B W/ STRAPS SD5 _ja z_ O A 4 SO U H2x10 SD5 H2x6 U V_ m m LO cr) Cil U U U Cil N III 4 CJ3 D CJ3 GjSII ti CJ5 II J Ii J7 II II JZ .III J7 (FOR AC CLOSET BEAM ATTACHMENT, REFER G J J7 TO DETAIL 2/S5A) J J7 (FOR AC CLOSET BEAM ATTACHMENT, REFER B TO DETAIL 2/S5A) J ----'-" J7 O � z � U Iw— W a � U O LLl cn z W O U ° > O U Z) 0 U) Z ❑ 4 G0 z LL O z (1� 0 ti Un w .- O Luvi1..w 0 L) ,- - E O ��`' UwzpM`' a. jI-Z> w Co Z<O-Ju-40 uai m ,-. V Uj X ❑=zw E 04 J II JT ~ � 0 < :) Ljj z I--- U ¢ Q F— O Q 5 u_ cD � WHOLO CJ5 Ov W O z w O CJ5 CJ3 ❑ - — OwU � CJ3 ��. ' Z M VU U Cil 0 ~ M M11%— z ❑ Q 01 Cil U 3CJ1 O W W LL G — H2x6 © W LO z m4m ✓2 S0 A 4 � _ -12x6 SO H2x6 v SD5 W W 18 B 4 AW Z a e W ~USO= o W V U)G 1 00Z W a. tL. c4 = w BLDG DESIGN: --- U STRUCTURALENG: MCD w DRAFTING: -DESIGN: --- I�--STRUCT: DP U -- — QC CHECK: CC 0) JOB No. PSQ-0204615 Q SCALE: AS INDICATED w DATE: F 03/02/18 -- ROOF FRAM ING PLAN a NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND w 1/4-1-0 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. PROVIDE STANDARD 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN. HOOK EMBED. W1 SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER 2x6x12 P.T. SYP #2 CENTER BUCK 1/2" J -BOLT W/ 5 1/2" EMBED. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK (2) 2x PLATE EDGE AS REQ'D STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE 7 1 1 . I M:I. I . ­ I - v (1) #5 IN TIE BEAM 2x P.T. SYP #2 NAILER EDGE AS REQ'D (1) #5 BAR IN PRECAST 1 1/2" OF OPENING W/ (1) 1/4"x2-3/4" MIN. LAST STUD OF LAST STUD OF z LINTEL 4" MIN. FROM TAPCONS @ 24" O.C. & KNEE WALL JOIN KNEE WALL JOINING W �k JOINING 1 (2) 2x TOP PLATE FACE OF CMU 4" FROM ENDS LAST STUD OF KNEE WALL EDGE NG�\ G UP TO MAIN HOUSE UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN USE (2) #5's VERTICAL IN T WALLS SHALL BE WALLS SHALL BE FOR BEAM SIZE ONLY Uj ANCHOR NOT PERMITTED TO BE JOINING UP TO MAIN HOUSE 1. 1 1 (2) 2x #2 SYP SEE PLANrx GROUT FILLED CELL INSTALLED WITHIN 1-1/2" OF HEAD JOINT WALLS SHALL BE ATTACHED (2) 2x TOP PLATE ATTACHED TO MIN. ATTACHED TO MIN. T IT 1; - IT FOR BEAM SIZE IF OPENING PROVIDED TO MIN. (2) 2x FULL HEIGHT MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. (2) 2x FULL HEIGHT (2) 2x FULL HEIGHT PER PLAN) C) j z WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR WALL STUDS W/ (2)-16d NAILS WALL STUDS W1 WALL STUDS W/ 2x4 SPF #2 KNEE WALL C14 -- ------- - - BUCK, EA. SIDE OF OPENING. FIRST ANCHOR @ 12" O.C. (2)-16d NAILS @ 12" (2)-16d NAILS @ 12" z CL O.C. ENTIRE COLUMN TO W1 STUDS @ 16 BE GROUT FILLED Uj (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" O.C. O.C. 0 W (2) 2x #2 SYP SEE PLAN W/ STRUCTURAL U�N.O. 0 1 fi U�OR BEAM SIZE 1/2" x 8" ANCHOR BOLT SHEATHING FROM BELOW TOP OF BUCK. SPACE REMAINING ANCHORS MIN. 2x4 SPF #2 KNEE WALL (1) #5 VERTICAL IN @ 24" O.C. MAX WITH STUDS @ 16" O.C.OCW/ OR TITEN HD @ 32" TOP OF WALL TO 2 LL: NOTE: CONTRACTOR TO VERIFY MIN. 2x4 SPF #2 KNEE (D LO BUCK TO CMU ATTACHMENT ON BOTH SIDES FROM TOP WALL WITH STUDS @ O.C. & 6" FROM EACH BOTTOM OF WALL. STRUCTURAL SHEATHING GROUT FILLED CELL (IF REQ'D PER PLAN) BUILDER FRAME ♦ ATTACHED PER W .07 16" O.C. W/ END -INN LLJ 4 LOCATIONS PER GARAGE DOOR OF WALL TO BOTTOM OF RADIUS AS REQ'D < W LL: STRUCTURAL 2x PT BOTTOM NAILING SCHEDULE > Lj� MFR.'S WRITTEN SPECIFICATIONS BEAM. ATTACHED PER e == 0 N 00 0 1 1 SHEATHING ON BOTH PLATE NOTE: SEE MD08 ON LU W NAILING SCHEDULE LUL- < 0 M C9 0 A aA < 45 DEG. BEVEL CUT z Z LINTEL PLAN < A '0 OTHERWISE SP2 CLIPS SIDES FROM TOP OF BUILDER FRAME PRECAST LINTEL OR EACH STUD TO BEAM 0 IM 2x6 P.T. SYP #2 BUCK WALL TO BOTTOM OF SE ABOVE AND SPI CLIPS• •911 < _C _q < END, 1 1/2" ABOVE EACH STUD TO DOUBLE TOP RADIUS AS REQ'D KNOCK OUT COURSE :LU 0 0 BEAM. ATTACHED PER EACH STUD TO PLATE AND SP1 CLIPS EACH GARAGE F.F., EA. SIDE 11 *0 < 'EA STUD TO BOTTOM PLATE NAILING SCHEDULE MASONRY WALL BOTTOM PLATE M Ilk =4 SECTION OF OPENING see* z 0 VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL (MAX. 170C) fi!70� KNEEWALL AT DOWNSET BEAM FO KNEEWALL KNEEWALL AT UPSET BEAM FO KNEEWALL AT MASONRY WALL 0 U_ ILL 1/2"=1 1/2"=1 3/4"=1 3/4 3/4"=1I-0ft W 3: F- U_ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 0 BEAM INTO LONG SPAN AS INDICATED ON BEAM U) O_ SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN 0 W STRAP IS NOT REQUIRED. U) 8 < PT. POST (AS NOTED) � 0 CL cY EXT. AS NOTED W LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS < PER PLY HTS20 CLIP FROM POST TO BEAM LU EXTERIOR BEAM AS CL_j Z NOTED PLAN VIEW @ TOP OF POST � 0 .4 0� 4 - FRAMING PLAN FOR CORNER CONDITIONS LU PLAN FOR ADDITIONAL 0 INFO z TYPICAL FILLED CELL SPACING EXTERIOR SHEATHING STRAP AROUND U __4 0 1 1 1 1 1 FOR NAIL PER PLAN TALLER STUD) SIDE VIEW-67BKSE OF POST U W/ 3000 psi CONC. SEE PLAN FOR W/(1) #5 REBAR VERT. CONNECTION 0 0 -A VERIFY W/ PLAN FOR rCD 0 1 CORNER COLUMN FRAMING 2x BRG WALL, SEE U SEE FRAMING PLAN FOR REQ'D LOCATIONS PLAN FOR STUD SIZE & Uj 7 L SEE FLOOR PLAN FOR 3/4"=1 ;2 BEARING WALL LOCATIONS. SPACING. MIN (2) 2x pq a SEE BEARING WALL CMU WALLAS REQ'D UNDER GIRDER TRUSS MORE BRG. WALL INFO rozozozo L PER PLAN D U SCHEDULE FOR REQUIRED U.N.O. PRE-ENG.TRUSS PER W j . 1- z 0 CONNECTIONS, STUD (4) EQ. SPACED i" 2 2x BLOCKING 0 TITEN HID ANCHORS W/ PLAN, 24" O.C. MAX Cl) SPACING, AND BLOCKING REQUIREMENTS MIN. 1 J" EMBEDMENT FOR HOLLOW ROOFING MATERIAL < (2) 2x z BLOCK OR 3 1/2" EMBEDMENT FOR SOLID SIMPSON LSTA24 EACH PERARCHS cA U_ BLOCK, MAX. 6" FROM TOP AND BOTTOM STUD ATTACH 2x TO 0 W W Uj 4 .1 OR 114" TAPCON W/ MIN. 2" EMBEDMENT 6" 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) SEE FRAMING PLAN z Ljj Uj FROM TOP AND BOTTOM AND 12" O.C. PLAN FOR STUD SIZE 15��: FOR CONNECTION 0 r) 0 6 E TRUSS PER PLAN ROWS OF 1 Od NAILS _j 0):D 0 BETWEEN INFO 06 . U) SPACING. MIN (2) 2x STAGGERED @ 8" SEE ELEVATION 0 UNDER GIRDER TRUSS O.C. N j SEE PLAN FOR (D ow) z C� MN TOP OF MASONRY _j z1- -z> 00= PT BASE PLATE U.N.O. _qr'— CONNECTION W < 0 - J U --j (0 = M — Cc: F- j= 8 SEE ARCH PLANS FOR BEARING/ SHEARWALL CONNECTION TO CMU fiFl"4� SECTION DOUBLE BEARING 1 STEP @ BEARING FRAME WALL Z) U) — 0 :s ca 0� OVERHANG INFO I-" - W W U) U) W 0 3/4"=11-011 3/4"=11-011 _j z < 0 ?5 U 1 0' 3/4"=1 W Z o a = z z ZFZWRO E RE,ELEU_ 0 FOR O.H. R W TYP. SINGLE TIE -BEAM 0 W Or) 0 z0 0 Lo U_ W/ (1) #5 CONT. 0 X 0 GROUT SOLID < Cn z 0 W W 0 U) u PRE-ENGINEERED Z PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE (2) 2x TOP PLATE W/ SEE ROOF SHEATHING, TAPCONS PT POST (AS NOTED) 1x4 3/16" x2 1/4" 12" O.C. 1 1 A 3/16" x 2 1/4" 191, 1X8 3/16" (3) 12d END NAILS TO LAST STUD I PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. ABU POST BASE 0 LL CONNECTION PER STDCLOSURE WALL w/ CONNECTION NOTES SINGLE TOP AND BASE PRECAST CONC. OR 0 z 2x4 3/16" x 3 1/4" 12" O.C. 1 W 3/16" x 3 1/4" I TYPICAL TIE BEAM W/ 3000 psi 2 2X8 (AS NOTED) < Q POWERS STEEL SILL 3: 2 EXT. SHEATHING ATTACHED I TO TRUSS. STUDS @ TYP. @ALL WINDOWS W X 0 k CONC. W/(1) #5 REBAR CONT. DOUBLE TOP PLATE " w/ C6 r -o 5/8THREADED ROD 1jj 11—W TOP OF KNEEWALL TO BOTTOM SHEATHING INSTALLEDce z z OR SP2 CLIPS AT TOP AND SPI I I PER NAILING PATTERN EXT FINISH PER PLAN SIMPSON SP4 OR SP2 2x BLOCKING W/ 2x TOP PLATE .0. NUT SET IN ADHESIVE Uj STD HOOK @ EACH STUD (2) 12d NAILS @ P / W ozf� EACH END a. , =]I C) 2x PT STUD OR ALTERNATE Ix PT "7 FURRING TO CMU W/ 2x FRAMING PER PRE-ENGINEERED SIMPSON LSTA30 W/ U_ PLAN ROOF TRUSSSEE (22) IrM NAILS (ALI SEE FOUNDATION .4 0� 4 - FRAMING PLAN FOR CORNER CONDITIONS LU PLAN FOR ADDITIONAL 0 INFO z TYPICAL FILLED CELL SPACING EXTERIOR SHEATHING STRAP AROUND U __4 0 1 1 1 1 1 FOR NAIL PER PLAN TALLER STUD) SIDE VIEW-67BKSE OF POST U W/ 3000 psi CONC. SEE PLAN FOR W/(1) #5 REBAR VERT. CONNECTION 0 0 -A VERIFY W/ PLAN FOR rCD 0 1 CORNER COLUMN FRAMING 2x BRG WALL, SEE U SEE FRAMING PLAN FOR REQ'D LOCATIONS PLAN FOR STUD SIZE & Uj 7 L SEE FLOOR PLAN FOR 3/4"=1 ;2 BEARING WALL LOCATIONS. SPACING. MIN (2) 2x pq a SEE BEARING WALL CMU WALLAS REQ'D UNDER GIRDER TRUSS MORE BRG. WALL INFO rozozozo L PER PLAN D U SCHEDULE FOR REQUIRED U.N.O. PRE-ENG.TRUSS PER W j . 1- z 0 CONNECTIONS, STUD (4) EQ. SPACED i" 2 2x BLOCKING 0 TITEN HID ANCHORS W/ PLAN, 24" O.C. MAX Cl) SPACING, AND BLOCKING REQUIREMENTS MIN. 1 J" EMBEDMENT FOR HOLLOW ROOFING MATERIAL < (2) 2x z BLOCK OR 3 1/2" EMBEDMENT FOR SOLID SIMPSON LSTA24 EACH PERARCHS cA U_ BLOCK, MAX. 6" FROM TOP AND BOTTOM STUD ATTACH 2x TO 0 W W Uj 4 .1 OR 114" TAPCON W/ MIN. 2" EMBEDMENT 6" 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) SEE FRAMING PLAN z Ljj Uj FROM TOP AND BOTTOM AND 12" O.C. PLAN FOR STUD SIZE 15��: FOR CONNECTION 0 r) 0 6 E TRUSS PER PLAN ROWS OF 1 Od NAILS _j 0):D 0 BETWEEN INFO 06 . U) SPACING. MIN (2) 2x STAGGERED @ 8" SEE ELEVATION 0 UNDER GIRDER TRUSS O.C. N j SEE PLAN FOR (D ow) z C� MN TOP OF MASONRY _j z1- -z> 00= PT BASE PLATE U.N.O. _qr'— CONNECTION W < 0 - J U --j (0 = M — Cc: F- j= 8 SEE ARCH PLANS FOR BEARING/ SHEARWALL CONNECTION TO CMU fiFl"4� SECTION DOUBLE BEARING 1 STEP @ BEARING FRAME WALL Z) U) — 0 :s ca 0� OVERHANG INFO I-" - W W U) U) W 0 3/4"=11-011 3/4"=11-011 _j z < 0 ?5 U 1 0' 3/4"=1 W Z o a = z z ZFZWRO E RE,ELEU_ 0 FOR O.H. R W TYP. SINGLE TIE -BEAM 0 W Or) 0 z0 0 Lo U_ W/ (1) #5 CONT. 0 X 0 GROUT SOLID < Cn z 0 W W 0 U) u PRE-ENGINEERED Z PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE TRUSSES PER PLAN @ SIZE TAPCONS SPACING # ROWS 1x4 3/16" x2 1/4" 12" O.C. 1 1 A 3/16" x 2 1/4" 191, 1X8 3/16" x 2 1/4" 12" O.C. 2 CONNECTION PER STDCLOSURE WALL w/ CONNECTION NOTES SINGLE TOP AND BASE PRECAST CONC. OR 0 z 2x4 3/16" x 3 1/4" 12" O.C. 1 W 3/16" x 3 1/4" j2" 2 2X8 3/16" POWERS STEEL SILL 3: 2 OPENING SIZE AND NOTES: CLIPS AT BASE ARE REQ'D. .1 . 7 Y) :5 W- 2 LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF Cf W < (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE c) Lu U) 13 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MAIN FLOOR 0 CRICKET AS REQUIRED k I-_ MASONRY WALL PER OF BUCK. 2x BLOCKING 0 00 Z ELEV 0'-o,- '-1W 0 11 PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR W W 0 EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16" CONC. SLAB - VERT REINF. BEYOND z Cl. C4 O/C MAIN SPAN ROOF SEE FOUNDATION STRUCTURE BY OTHERS IN THIS CASE. P.T. BUCKS PER TRUSS PLAN FOR MORE INFO Uj BLDG DESIGN: --- 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 2x P.T. PLATE a SCHEDULE U) STRUCTURAL MCD EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS ........ .. STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. 1/2" x 8" A.B. OR TITEN HD @ 32" Uj MAX. 2 PLIES OVER INITIAL P.T. BUCK. O.C. & 6" FROM EA. END, PLAN DRAFTING: MASONRY WALL PER -DESIGN: --- 4. MIXING OF Ix AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PLATE v -STRUCT: DP OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS Vr'Llrl CONNECTOR SEE FOUNDATION QC CHECK: cc (SEE SCHEDULE) DETAILS FOR FTG INFO (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID TOP KNOCK OUT 0 JOB No. PSQ-0204616 _j GROUTED CMU. COURSE W/ (1) #5 MASONRY WALL PER < SCALE: AS INDICATED 6. WINDOW OR DOOR INSTALLATION BY OTHERS CONT. PLAN F- V z uj DATE: 03/02/18 2x BUCK DETAIL fiF*KNEEWALL ABOVE MASONRY WALL GA, TYPICAL ONE STORY CMU WALL SECTION "=1'-0„ 11-011 1-01, 1 3/4"= 1/2"=1U) COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD1 TRUSSES PER PLAN @ WINDOW PER > 0 W r — 0 24" O. C. MAX. DOUBLE 2x TOP PLATE FLOOR PLAN z Q TYP. TRUSS TO FRAME IF REQ'D, PROVIDE p > LLF CONNECTION PER STDCLOSURE WALL w/ CONNECTION NOTES SINGLE TOP AND BASE PRECAST CONC. OR 0 z LU W > 2 _j W Uj PLATE w/ (2) 16d NAILS POWERS STEEL SILL 3: 0 U3 EXT. SHEATHING ATTACHED I TO TRUSS. STUDS @ TYP. @ALL WINDOWS W X 0 PER NAILING SCHEDULE FROM 24" O.C. & EXT. 1 3: 1jj 11—W TOP OF KNEEWALL TO BOTTOM SHEATHING INSTALLEDce z z OR SP2 CLIPS AT TOP AND SPI I I PER NAILING PATTERN EXT FINISH PER PLAN < Q LU OPENING SIZE AND NOTES: CLIPS AT BASE ARE REQ'D. .1 . 7 Y) :5 W- 2 LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF Cf W < (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE c) Lu U) 13 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MAIN FLOOR 0 CRICKET AS REQUIRED k I-_ MASONRY WALL PER OF BUCK. 2x BLOCKING 0 00 Z ELEV 0'-o,- '-1W 0 11 PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR W W 0 EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16" CONC. SLAB - VERT REINF. BEYOND z Cl. C4 O/C MAIN SPAN ROOF SEE FOUNDATION STRUCTURE BY OTHERS IN THIS CASE. P.T. BUCKS PER TRUSS PLAN FOR MORE INFO Uj BLDG DESIGN: --- 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 2x P.T. PLATE a SCHEDULE U) STRUCTURAL MCD EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS ........ .. STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. 1/2" x 8" A.B. OR TITEN HD @ 32" Uj MAX. 2 PLIES OVER INITIAL P.T. BUCK. O.C. & 6" FROM EA. END, PLAN DRAFTING: MASONRY WALL PER -DESIGN: --- 4. MIXING OF Ix AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PLATE v -STRUCT: DP OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS Vr'Llrl CONNECTOR SEE FOUNDATION QC CHECK: cc (SEE SCHEDULE) DETAILS FOR FTG INFO (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID TOP KNOCK OUT 0 JOB No. PSQ-0204616 _j GROUTED CMU. COURSE W/ (1) #5 MASONRY WALL PER < SCALE: AS INDICATED 6. WINDOW OR DOOR INSTALLATION BY OTHERS CONT. PLAN F- V z uj DATE: 03/02/18 2x BUCK DETAIL fiF*KNEEWALL ABOVE MASONRY WALL GA, TYPICAL ONE STORY CMU WALL SECTION "=1'-0„ 11-011 1-01, 1 3/4"= 1/2"=1U) COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD1 SIMPSON 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 I 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 MAINTAIN 3 1/4" — �\ BRACE TO PLATE TRUSS BOT. CHORD UP TO 4'-8" NO BRACE REQUIRED CLEARANCE BETWEEN 1/2" J -BOLTS w/ 7'-0" < H L 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 11-1614'-0" INSIDE FACE OF CMU WASHERS (MIN. 6" 2x4 SYP #2 BRACING @ _ c~o ®`0�11111111/S®/� AND CENTERLINE OF EMBED) MIN. 6" FROM 24" O.C. FOR FALSE BM w W J -BOLT EACHEND AND 32" ATTACHMENT w/ (3) 10d r d 00 J (11) 10d NAILS O.C. MAX. O 'v'v^^JJ 060 .�. _ (D `2 z W ®z E rc.. - TOENAILS EA. END U) CD 4 _z _ "co O ®®''si0LL 2x8 P.T. PLATE, CANT. M 2x TOP PLATE TO I LL 0 FOR CLG. NAILING _ GABLE END W/ 16d —' rn co I - o ��Z�N� U (2) ROWS 12d NAILS SURFACE ', o NAILS @ 6" O.C. W ��•�// m W co N J p� 0 STAGGERED @ 12" O.C. W W PROVIDE 16d NAILS O FRAMING FOR FALSE L_ t GABLE END TRUSS TO = , `. BEAM, IF REQ'D w/ (3) L` E z 0 PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 10d NAILS @ EA. O W V Z3: 2 TRUSS BRACE TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. Q. CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP FALSE BM PER PLAN z BELOW 0 PLATE w/ PLYWOOD IF REQ'D SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE REFER TO DETmi GEG2 THIS PAGE FOR GABLE BRACING*** I I_ _ . ' I_i' -_ - L 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) (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 A T-0" (1) 2x4 BRACE 7'-0" < H L 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 11-1614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H X18'-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.W. 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 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 A GABLE END SHEATHING FASTEN PER " u W 1 �..,-.. 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. • rGEO GABLE END FLAT CEILING CONNECTIONS 3/4"=1'-0" crO A -A GABLE VERTICAL BRACING rGEO GABLE END BRACING 3/4"=1'-0" 2x6 10d COMMON NAILS @ $" O.C. sP4 TOP of CRIPPLE AT STRAP LOCATION 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 5 LU _ c~o ®`0�11111111/S®/� U') HEADER EA. SIDE W/ N/ I' W coo O �� •••00000••o ° d 00 J (11) 10d NAILS F5 'v'v^^JJ 060 .�. _ (D `2 z W ®z E rc.. - V SP4 TOP OF CRIPPLE AT CD 4 O ®®''si0LL r� COW r STRAP LOCATION O ��e 0 1= U 1* i I 1p�O```® —' rn co I - o ��Z�N� U (2) ROWS 12d NAILS O W x r 6 W C Mom, ZQp>--�°° 5 W ��•�// m W co N J p� 0 STAGGERED @ 12" O.C. W W c >- 8 W20¢"C U_ O t EA. FACE OR (3) ROWS w �=- E z 0 O¢Q W LU J d �" Q2WC� 12d NAILS STAGGERED O W V Z3: 2 • @ 12" O.C. FOR 2X10 Q. C.Ct z 0 OR GREATER HEADER SEE HEADER SCHEDULE FOR O HEADER CONNECTION INFORMATION LSTA30 HEADER TO IL STUDS U.N.O. FILLING AND BLKING X W-- AS REQ'D W/ (2) ROWS .-. _F- -------- OF 12d @ 16" O.C. TO -- F- HEADER UNO 2x4 SYP #2 BLOCKING 2X STUDS TYP. @ 48" O.C. MAX. W/ (3) TRUSSES AT 24" O.C. _j _, J Q 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD ATTACH JAMB STUDS END. REDUCE PLAN ATTACH PER BEARING WALL PER SIMPSON DTC @ 48 �� STRUCTURAL PER WF08/SD3 SPACING TO 24" O.C.�`^ NAILING SCHEDULE PLAN. STUDS @ 24" O.C. ATTACH W/ (6) 8d SHEATHING @ WALLS CARRYING O.C. MAX. STUD NAILS (MAX. 4' ATTACHED PER BASE PLATE TO BE LOADS SUCH AS SPACING TO WE VERTIAL GAP C NAILING SCHEDULE ATTACHED CABINETS OR HEAVY REDUCED DOWN TO BETWEEN 12" LONG -'Q. USING 2 J --BOLTS OR SHELVING 16" O.C. MAX. @ BLOCK & TRUSS TYP. NON -LOAD -- - --- 2x4 #2 SYP CONT. W/ DOOR EPDXY ANCHOR @ 6" SIMPSON DTC @EACH' _ LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER O (2) 16d COMMON OPENING FROM EA. END OF BASE HORIZONTAL BLOCK _ -- LOADS SUCH AS TRUSS BLOCKING.) PLAN. STUDS @ 24" NAILS EA. STUD OR PLATE & WALL LOCATION. ATTACH W/ CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD TRUSS MEMBER, OPENINGS & 32" O.C. W/ (6) 8d NAILS (MAX. 4" SHELVING. TO 24" O.C. FOR - SPACING TO BE iv TYP. (MAX. 24" O.C.). 7" MIN EMBED PER BRG VERTICAL GAP WALLS CARRYINGREDUCED DOWN TO IF MASONRY, USE (2) WALL SCHEDULE. AT BETWEEN 12" LONG HOLD TOP OF LOADS SUCH AS r 16" O.C. MAX. @ 1/4" TAPCONS W/ SLAB STEP DOWNS, BLOCK & TRUSS NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" EMBED. MUST BE 7" BOTTOM CHORD/ ��- _ WALL DOWN 1-a" SHELVING LOADS SUCH AS O.C. MIN, BELOW STEP TRUSS BLOCKING.) BELOW BOTTOM OF CABINETS OR HEAVY 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" _ -- SHELVING.TRUSS R ROOF P.T BASE PLATE LONG @ HORIZONTAL - CHORD. LONG @ TRUSS SYSTEM BLOCKING LOCATION =� LOCATION FOR CLIP WOOD/MASONRY NOTE: CONTRACTOR TO NAIL FOR CLIP �, -� `' ATTACHMENT, @ 48'" O.C. ATTACH TO WALL WALL OR TRUSS, 1st KING STUD INTO HEADER SP4 @BASE OF EA. ATTACHMENT. ATTACH SINGLE TOP PLATE W / HOLD TOP OF SEE PLAN PER HEADER SCHED. THEN STUD U.N.O. SEE E TO WALL SINGLE TOP MIN. (4) 8d NAILS. NON -LOAD BEARING ATTACH ADDIT'L KINGS AS BEARING WALL PLATE W / MIN. 8d WALL DOWN 1-j" SCHEDULE ON NOTES & NAILS. BELOW BOTTOM OF CONNECTOR LEGEND SINGLE 2x TOP PLATE TRUSS BOTTOM SHEET FOR MORE INFO. SINGLE 2x TOP PLATE CHORD. fi F2 NON-BEARING WALL (PARALLEL TRUSS) D02 LEDGER @ LOW ROOF fiF0 TYPICAL HEADER DETAIL 3/4"=1'-01' 1/2"=l' -O" ---�---COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 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DATE: 03/02/18 W X T 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.m 16d NAILS. _ II[1� L _ %THING PER PLAN RE O.H. IS > 1'-01' , 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 I@24"O.C. LE END %THING FASTEN PLAN X 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 64 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*** S GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=11-011 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON Uj 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/SDI NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS 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 _SV LU HEADER (SEE PLAT o 7/16" O.S.B. EA. SIDI j9kARCH PER ELEV 2x BLK'G. TO O.S.B. .. �- •Cry • J � _I = 0: z Q Q o F9 (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 +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 COMMON -- 0 2 1/2" o z W 1 1/2" W r CV N N CN 10d x 3" COMM( 10d x3" COMMON OPP. SIDE z U z U � OQ co 00 10d x 3" COMM( OPP. SIDE (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN "FOTYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE SEE TYPICAL HEADER :RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) ni 1rCmE: I'" 2X4'$ z W d• z EDGE DISTANCE PER DETAIL a r 1-1/2"=1'-0" 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 716" OSB W/ (2) 8d JAILS 716" OSB EACH SIDE, W 6d NAILS @ 16" O.C. "0 SIDE & TOP NAILER !x BUCKS, 10dx3" 10d x 3" OPP. SIDE kNCE PER NAILS @ EACH END (TYP.) V UJ o ®0`111111111/i'� _SV LU o V W O .. �- •Cry • J � _I = 0: z Q Q o �? i :w ¢ p: Z �(n Z CO) 2x6 RAFTER TO 2x8 RIDGE m ®�®T •°°• •••••�(� �4�� 5 Q aG W z o o BOARD W/ A35 ON ONE SIDE o LU r Q U) z h OF RAFTER. ATTACH A35 ON n O ADJ RAFTER TO OPP SIDE z �JOC cp (AS SHOWN) 0 W u FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B o W � ° CLLd F- W P W I- z SHEATHING (THICKNESS PER J Q U` W PLAN) TO PRE -ENG TRUSS tQi� O Q 0 BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 Z LL 0 2X8 RIDGE BOARD W Ww V PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER ULU EACH TRUSS BELOW 2x6's @ 24" LU kwo FRAMING (OR PRE -ENG VALLEY TRUSSES) o O.C. MAX. c�WZ0co .G ZQp>�°O W W_ TO 2x PLATE WITH SIMPSON MTS12 OR __._. c =004 IX- 3: _ W LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. _.._...._...._.. LU ~ CF01 FIELD FRAMED VALLEY DETAIL RAFTER To PLATE coNN . 0 zwz E ZPWRO o�. ~ WQ�LL0 BLDG DESIGN: OQQO�a W W 2x STUDS @ 16" O.C. FOR KNEE WALL 0 O W DRAFTING: Z- w 0 Q U) z 1 a F B �, O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR STRAP -- BUILDER NOTE. F......... QC CHECK. CC SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM ..... z O CONT. ROOF SHEATHING NAIL PER PLAN F 0 S �,, C JOB No. OR VINYL SOFFITS PSQ-0204615 S OV C ROOF SHEATHING, D ~` \, '� E. PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END \ i 2x< Y4 TO ROOF SHEA PLAN 2xzF yz 1&;-, FASTEN PER PLAN � � O TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS CTy R� SS CTy R� w DATE: p a W pF 0 BELOW AND CONNECT w/ HTS20 @ 32" O.C. oy _j CL oy 2x4 FRAMING @ 24" I` E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW SD3x 2x4 FRAMING @ 24„ - O.C. MAX. O I -- r \ a ! 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3” NAILS AT JOINT H °' A J 2x PLATES OVER ROOF DECK PER VALLEY I @ 4" O.C. PROVIDE (4)10d x3" \ FRAMING DETAIL PER -ENG TRUSSESNAILS AT JOINT Q (� H A PER PLAN 2x SCAB w/ 10d NAILS . i o \ � G DOUBLE TOP PLATE K @ 4 O.C. \ a TRUSS CONNECTION PER -ENG TRUSSES 2x FASCIA a C ! H SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B l PER PLAN 2x FASCIA PER PLAN `` RAFTER ` \ CMU WALL PER PLAN ' (2) 8d TOE NAILS TO TRUSS CONNECTION LEDGER (2) 8d TOE NAILS TO LEDGER . •.i ,., ,, � ,� E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ' C ;.. PER PLAN 2x4 PT LEDGER W/ ,, 7 �, J STRUCTURAL SHEATHING PER PLAN AND ROOF � 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d @ �. NAILS 16 O.C. G FINISH PER ARCHITECTURAL PLANS i E O.C. PLAN CURVED ROOF TRUSSES PER PLAN OR CURVED SEE ELEV. FOR SEE ELEV. FOR I O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING ' O.H. SIZE O.H. SIZE NAILED @ 6" O.C. STAGGERED 1 G CONDITION @ CMU WALL CONDITION @ FRAME WALLFOl DORMER FRAMING DETAIL 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. fiF'i TYPICAL SCAB OVERHANG COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. J �C h - z w 0 w r- 0 N z O D _ V UJ ®0`111111111/i'� _SV LU o V W O .. �- •Cry • J � _I = 0: z Q Q o �? z :w ¢ p: Z �(n Z CO) m ®�®T •°°• •••••�(� �4�� 5 Q aG W z o o o LU r Q U) z h U_ O n O z �JOC cp 0 W u O o W � ° CLLd F- W P W I- z 6 x J Q U` W LL tQi� O Q 0 Z LL 0 U W Ww V � IL ULU = LU kwo U) o oO c�WZ0co .G ZQp>�°O W W_ __._. c =004 IX- 3: _ W _ _.._...._...._.. LU ~ N 0 zwz E ZPWRO o�. ~ WQ�LL0 BLDG DESIGN: OQQO�a W W STRUCTURAL 0 O W DRAFTING: Z- w 0 Q U) z J Q U -- F......... QC CHECK. CC ..... z 0) JOB No. PSQ-0204615 SCALE: AS INDICATED � w DATE: W 0 F _j CL Z SD3x O I -- v I— Q (� M LU F- _ V UJ V W U_ > Z CO) 0 F_ W z o Q U) z ��lyyy///) �.J n O z �JOC W 0 W u O (� U) � ° CLLd F- W P W I- z 6 x J Q U` W LL tQi� Z LL 0 U W Ww V ULU = LU kwo U) o oO c�WZ0co .G ZQp>�°O W c =004 IX- 3: LjJ J W _ z<03,2w o LU ~ N 0 zwz E ZPWRO o�. ~ WQ�LL0 BLDG DESIGN: OQQO�a W W STRUCTURAL 0. O W DRAFTING: Z- w 0 Q U) z U -- a U) V W CL Z CO) 0 F_ z o Q ��lyyy///) �.J n LU: z �JOC W 0 W u WZ (� U) F- W P W z Q Q W LL 3 U O LU kwo U) 0 oO 00 _ z 0 CL D. N u) BLDG DESIGN: --- W STRUCTURAL ENG MCD 11,1 DRAFTING: DESIGN STRUCT DP U F......... QC CHECK. CC ..... 0) JOB No. PSQ-0204615 SCALE: AS INDICATED � w DATE: 03/02/18 0 F LU SD3x I -- I ill 1 11 ILLILi i III 1 _C L. L1 li. --- SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d NAILS INTO BLOCKING, NAILS, TOENAILED @ TRUSS PER PLAN (4) 8d NAILS TO TOP EACH Ell 24" O.C. ROOF SHEATHING 2x4 #2 SYP P.T. TRUSS PER PLAN PER PLAN BLOCKING @ 24" O.C. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS W/ (2) 12d END NAILS BEYOND 71% TRUSS PER PLAN @ EACH END DTC CLIP, (2) $d NAILS TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ @ 6" O.C. 2x12 AT INTO BLOCKING, (2) WALL TO PRECAST TRUSS PER PLAN 3/16" x 2 3/4" TAPCONS lit 1/4" x 4" TAPCONS @ IN CMU. OR SIMPSON 16" O.C. MAX. NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d META16 @ 24" O.C. • — DTC CLIP, (2) 8d NAILS LAY 2x4 BLOCKING @ 2x4 LEDGER W/ (2) 10d NAILS @ EACH WEB INTO BLOCKING, (2) ' " 24" O.C. OVER THE MASONRY WALL OR3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM LINTEL SEE PLAN .' iA' IN CMU. OR SIMPSON ATTACH / (2) .r CHORD,EACH w 0 = p META16 NAILS VERTICALLY TRUSS @ 244" O.C. STD CONDITION @ CMU 3" O.C. TO EA. 2x6 BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d NAILS INTO BLOCKING, NAILS, TOENAILED @ TRUSS PER PLAN (4) 8d NAILS TO TOP EACH Ell 24" O.C. ROOF SHEATHING (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION NON—BEARING WALL CLIP DETAIL 3/4"=1'-0" PLATE MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL Q PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x12 BOX HDR w/ 2x8's BEYOND 71% TOP & BOT., 2x8 TO OR HORIZONTALLY INTO BLOCKING, (4) 8d TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ @ 6" O.C. 2x12 AT MAX.; WALL TO PRECAST LLp NAILS INTO TOP PLATE lit 1/4" x 4" TAPCONS @ (2) 16d TOE NAILS BRACE TO LEDGER 16" O.C. MAX. NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d STAGGERED I TRANSOM BETWEEN 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH 2x4 LEDGER W/ (2) 10d NAILS @ EACH WEB LINTEL PER PLAN i i SLOPE AS I DOUBLE TOP PLATE 2x6 #2 SYP P.T. CONT. NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS END. WHEN CLOSURE WALL TAPCONS @ 12" O.C. w 0 = p SPACED EVENLY EXTERIOR SHEATHING. VERTICALLY WALL SHEATHING PER IS 3FT OR TALLER - 2x 3" O.C. TO EA. 2x6 z VERTICAL BUILDER U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS ATTACH PER PLAN III I I I I I I I I I I I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" PLAN SYP#2 BOTTOM OPENING SDS SCREWS @ 16" SPACE BETWEENW MEMBERS ONLY HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & FROM TOP OF WALL III I 4 I I PANELS co BLOCKING REQ'D @ III II II II II = TO BOTTOM O.C. MAX.; 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS YP TY I SYP #2 LEDGER w/ 1/4" IL SHEATHING UND BAYS W/ (3) 12d i NING I I( I I I I I l SEE PLAN FOR MORE 2x8 #2 SPF STUDS AT. PROVIDE PIECE OF III (I I I I I I I a � z i— O 16" STD CONDITION @ FRAME WALL ATTACH z 4 LEDGER O EXTERIOR WALL II I W/ (3) 12d NAILS @ 2x8 # #2 2O.SYP PT. BASE SHEATHING & BLOCKING. EACH STUD ILL JJ = = LL _ =1L_ PLATE W/ 1/2" x 8" (4)10d NAILS @ EA. SHEATHING TO HAVE -- ..__------- ANCHOR BOLT OR BLOCKING TO MASONRY WALL OR _ O.C. & PLATE LINTEL SEE PLAN M A H 6" FROM EACH END 6" FROM TRUSS PER PLAN 7j VAULTED CONDITION @ CMU "� L' TRUSS PER PLAN — — — — — (2)10d NAILS TO SHEATHING BOTTOM CHORD 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP @EACH END OF 1 BEYOND SEE PLAN BLOCKING eop SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS 2x4 SYP #2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION NON—BEARING WALL CLIP DETAIL 3/4"=1'-0" 1/2"=1'-0" SEE TRUSS PL MORE INFO & CONNECTION 2x4 #2 SYP P.T TRUSS w/ (4) 1; INTO TRUSS & TOENAILS INT( TRUSS LINTEL PER PL 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL TRANSOM BETWEEN LINTELS SLOPE AS III 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER 'SO2 HEADER @ POCKET SLIDER W/ TRANSOM 1/2"=11-011 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 BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3'" 0'C. @ L O.C. (FOLLOW NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) NAILING Inc: I EMENTS THIS ATTACH 2x4 STUDS TO QU R + ---- (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d DETAIL FOR ALL TOP WITHIN 48 PLATE SPLICE OF SPLICE TOE -NAILS TYPICAL AT LOCATIONS) + THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND st8„ AGAINST 2x8 STUDS MSN ATTACHED PER (WF08/SD3) • " OVERLAP TOP PLATE AT CORNER TOP SPLICE @ DOUBLE 2X4 TOP NAIL BOTTOM PLATE PLATE ATTACH 2x8 STUDS TO TO EACH PLY OF BUILT TOP PLATE W/ (4) 12d UP COLUMN BELOW W/ ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL' TOP PLATE W/ (3) 12d AT ALL LOCATION (2) 10d NAILS TOE -NAILS TYPICAL AT ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD PLATE 4 FO TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 3/4"=1'-0" SEE TRUSS PLAN FOR MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL Q MORE INFO & 2x DBL TOP PLATE CONNECTION 1 SHEATHING INSTALLED VERTICALLY 2x12 BOX HDR w/ 2x8's BEYOND 71% TOP & BOT., 2x8 TO OR HORIZONTALLY 2x12 w/ 10d X 3" NAILS TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ @ 6" O.C. 2x12 AT MAX.; WALL TO PRECAST LLp LINTEL w/ (2)ROWS OF I — — 1/4" x 4" TAPCONS @ w/ (2) 1/4" X 3"/2' SIMPS 16" O.C. MAX. NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d STAGGERED I TRANSOM BETWEEN w ? Q LINTELS LINTEL PER PLAN i i SLOPE AS I VERIFY IF REQUIRED 2x6 #2 SYP P.T. CONT. NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS w/ (2) 1/4" x 3 1/2" • TAPCONS @ 12" O.C. w 0 = p SPACED EVENLY LII _ I I— T 11 —IL VERTICALLY 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS S01 HEADER @ POCKET SLIDER W/ TRANSOM 1/2"=1'-0" SEE TRUSS PL MORE INFO & CONNECTION 2x4 #2 SYP P.T TRUSS w/ (4) 1; INTO TRUSS & TOENAILS INT( TRUSS LINTEL PER PL 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL TRANSOM BETWEEN LINTELS SLOPE AS III 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER 'SO2 HEADER @ POCKET SLIDER W/ TRANSOM 1/2"=11-011 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 BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3'" 0'C. @ L O.C. (FOLLOW NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) NAILING Inc: I EMENTS THIS ATTACH 2x4 STUDS TO QU R + ---- (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d DETAIL FOR ALL TOP WITHIN 48 PLATE SPLICE OF SPLICE TOE -NAILS TYPICAL AT LOCATIONS) + THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND st8„ AGAINST 2x8 STUDS MSN ATTACHED PER (WF08/SD3) • " OVERLAP TOP PLATE AT CORNER TOP SPLICE @ DOUBLE 2X4 TOP NAIL BOTTOM PLATE PLATE ATTACH 2x8 STUDS TO TO EACH PLY OF BUILT TOP PLATE W/ (4) 12d UP COLUMN BELOW W/ ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL' TOP PLATE W/ (3) 12d AT ALL LOCATION (2) 10d NAILS TOE -NAILS TYPICAL AT ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD PLATE 4 FO TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 3/4"=1'-0" 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER — 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL HEADER @ POCKET SLIDER 1/2"= 1 1-011 SEE TRUSS PLAN FOR MORE INFO & CONNECTION LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER PSO4 HEADER @ POCKET SLIDER .4 opo D= NAIL SPACING M PER NOTE #2 N _ IT — T -I — M I D LI I SHEATHING PER PLAN WALL DOUBLE TOP PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING S S PER NOTE #1 SINGLE NAIL EDGE SPACING 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=11-011 NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED; IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL Q NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE TO STUDS w/ (2) 1/4" 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND 71% 2 OR HORIZONTALLY SCREWS @ 16" O.C. TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ MAX.; EXTERIOR WALL/TRUSS LLp 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. I — — T--n--TF I I— w/ (2) 1/4" X 3"/2' SIMPS LU _ O NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d SDS SCREWS @ 16" WALL SPLICE, FIELD w ? Q NAILS @ 3" O.C. 5 II I I I Z'�" VERIFY IF REQUIRED o- _ 0 w NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 141 11 11-7a I I I I w 0 = p @ 3 O.C. IN HORIZONTAL CONDITIONS LII _ I I— T 11 —IL — — I I � 05 z " ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. III III I I WALL SHEATHING O W U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III III III I I I I I I I I I I I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" 0 PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO OPENING SDS SCREWS @ 16" SPACE BETWEENW MEMBERS ONLY HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & LII III I 4 I I PANELS co BOTTOM III II II II II = IIIrA O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT YP TY I SYP #2 LEDGER w/ 1/4" _°EXTERIOR "' SHEATHING UND 2x STUDS BEYOND, i NING I I( I I I I I l SEE PLAN FOR MORE of u PROVIDE PIECE OF III (I I I I I I I INFO � z i— O SHEATHING BETWEEN _ _ III 711— III I I I I I( O EXTERIOR WALL II I I I I I I I I I I z U) IX r SHEATHING & BLOCKING. ILL JJ = = LL _ =1L_ 0 m SHEATHING TO HAVE -- ..__------- SAME THICKNESS& _ o U_ 0 STRENGTH ORIENTATION FLOOR SYSTEM "� L' AS EXTERIOR WALL — — — — — - SHEATHING CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE 1 BEYOND SEE PLAN eop SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER — 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL HEADER @ POCKET SLIDER 1/2"= 1 1-011 SEE TRUSS PLAN FOR MORE INFO & CONNECTION LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER PSO4 HEADER @ POCKET SLIDER .4 opo D= NAIL SPACING M PER NOTE #2 N _ IT — T -I — M I D LI I SHEATHING PER PLAN WALL DOUBLE TOP PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING S S PER NOTE #1 SINGLE NAIL EDGE SPACING 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=11-011 NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED; IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 1 /2"=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, LLC is strictly prohibited. W z 0 w x w ®``\111111111// Ln Z �? ti b• Z p �J y T p to ire V_ a a• IM �:Z... J w r/►nnll�� x LL O U) 4 W v� I•- O � CL LU - - - -- - -- --- — ....�....... T O J J M F_ I J Z o O o Il a M V W l LLJ P W 0 LLU o W � W z O U> a O wo Z c U V J � � U o tL' j o o � Z O W �w ~ ti� LU 0 0 �qrn=cc,� E v on pU)1a' 8 O Ur wZ0co LU ZQOJIJ,-o u _ �CnNOB= coo W W (/�cn�O�ui o L~ zIntzwZ E z ~ L) <4UJ<a o , W QZ'U_° 0 Lo W � z� Q° z p ..�........ X o V W Z M 0 H S p a O n . OWWW z MWO�C � n W n w = 0 V) W z WZpW Q Q W N = ~ U will WUa O0 00 .� Z W Q O c� Q_ (L CV ..... W BLDG DESIGN: --- 0 STRUCTURALENG: MCD -- ------ --- ._._ _......,. . _ _. --- W DRAFTING W -DESIGN: --- H-STRUCT: DP a QC CHECK: CC c~n JOB No. PSQ-0204615 `r SCALE: AS INDICATED off Q DATE: 03/02/18 F w 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" 4'/z" SIMPS. SDS SCREWS @ 16" O.C. MAX.; EXTERIOR WALL/TRUSS TO GABLE END STUD w/ (2) 1/4" X 3"/2' SIMPS SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ 12 (2) 1/4" x 2 3/4" 4 (MIN.) TAPCONS AT 12" O.C. SIMPSON H3 CLIP SHEATHING PER PLA 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR TO STUDS OR BEAM w/ (2) 1/4" X 4%" SIMPS 7 CONY. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/" SIMPS. T-0" MAX SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24 O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL 1 /2"=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, LLC is strictly prohibited. W z 0 w x w ®``\111111111// Ln Z �? ti b• Z p �J y T p to ire V_ a a• IM �:Z... J w r/►nnll�� x LL O U) 4 W v� I•- O � CL LU - - - -- - -- --- — ....�....... T O J J M F_ I J Z o O o Il a M V W l LLJ P W 0 LLU o W � W z O U> a O wo Z c U V J � � U o tL' j o o � Z O W �w ~ ti� LU 0 0 �qrn=cc,� E v on pU)1a' 8 O Ur wZ0co LU ZQOJIJ,-o u _ �CnNOB= coo W W (/�cn�O�ui o L~ zIntzwZ E z ~ L) <4UJ<a o , W QZ'U_° 0 Lo W � z� Q° z p ..�........ X o V W Z M 0 H S p a O n . OWWW z MWO�C � n W n w = 0 V) W z WZpW Q Q W N = ~ U will WUa O0 00 .� Z W Q O c� Q_ (L CV ..... W BLDG DESIGN: --- 0 STRUCTURALENG: MCD -- ------ --- ._._ _......,. . _ _. --- W DRAFTING W -DESIGN: --- H-STRUCT: DP a QC CHECK: CC c~n JOB No. PSQ-0204615 `r SCALE: AS INDICATED off Q DATE: 03/02/18 F w SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. ROOF TRUSSES @ 24 TYPICAL TRUSS TO O.C. FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES -' TYPICAL TRUSS TO F¢ -- FRAME CONNECTION, z SEE STANDARD REFER TO PLAN FOR o CONNECTOR NOTES BUILT-UP COLUMN U w INFO. , BEARINGYYYYYYYYYYI PRE -ENG. FLOOR SEE PLAN SYSTEM - IF NO FLOOR C SYSTEM INSTALL z KNEEWALL & PROVIDE SOLID BLOCKING p DBL. TOP PLATE UNDER COLUMN _ w SEE ARCHITECTURAL ABOVE PLAN FOR OVERHANG HDR. PER PLAN BAND JOIST & BLKG U.1 �`�® >i Uj `�ee�ururrs'� � INFO OR LVL GIRDER O ®��a ♦.o•o.Ho�`�/V���i f] 00 NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED FLOOR SHEATHING & SHEATHING PER U ``�� Q-� o'°o® •'b•�J 'ri,, ~ MIN 2x4 SPF #2 STUDS 0 . � • . 2 -� o WINDOW AS 16° O.C. SEE PLAN MTSC40 POST ABV, TO TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NAILING PER FLOOR DETAIL WF10/SD4 z z Co: t., u, U. 6• z @ FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR 2x STUDS ,SEE a - � 0 : - SCHEDULED FOR MORE INFO. POST BELOW U.N.O. NO MOISTURE FRAMING NOTES � C' -:w w cc Q -- U PROVIDE SOLID BARRIER (FELT PAPER LOCATION & SPACING - LOCATION & SPACING FRAMING PLAN FOR ❑ = 'w 0S Z = (D J SPACING AND GRADE m w z EXTERIOR FINISH PER OR SIM) IS PROVIDED I STRUCTURAL COL PER 2x4 #2 SYP BLOCKING 2 Q BLOCKING WITHIN FLR. STRUCTURAL COL PER AND SEE ARCH PLAN PLAN INT. FINISH PER PLAN TRUSS STRAP -SEE SEE PLAN FOR SIZE AND @ 48" O.C. W/ (2) 12d © �!.2 •o' ��e` z SYSTEM TO MATCH PLAN FOR SIZE AND REQ'D # OF STUDS TOENAILS EACH END si V Q� �� >- W ' TO VERIFY SIZE (-�. ®,, � oo o.e � �` Q � COL. DIMENSION FRAMING PLAN FOR 0 0 REQ'D # OF STUDS O e P� MID -SPAN BLOCKING 2x BOTTOM PLATE W! —REFER TO PLAN FOR CONNECTIONS (2 BOTTOM PLATE W/ U_ pis * P `�� U_ (2) 12d AT 12 O.C. DOUBLE 2x TOP PLATE —DOUBLE 2x TOP PLATE 2x4 #2 SYR ANGLE (2) 12d @ 12" O,C. _°'o►rnsn`��"� �' U.N.O. BUILT-UP COLUMN 3/4'" FLOOR SHEATHING INFO. 2x BOTTOM PLATE 2x BOTTOM PLATE AGAIN TRUSS@ (1) ROW 8d NAILS @ 3" VERTICAL 48" O,C. i,- INSULATION PER PLAN ATTACHED PER 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING W/ (3) 12d NAILS EACH O.C. WALL SHEATHING O — BEARING WALL PER ATTACHED PER ATTACHED PER TO BOTTOM PLATE/ cn SEE DETAILS WS10, NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE END © W WS11 OR WS13 FOR PLAN BEYOND TOP CHORD ADDITIONAL FLOOR TRUSSES SEE COLUMNS_ PLAN FOR DEPTH AND PRE -ENG FLOOR TRUSS MID -HEIGHT BLOCKING OR FIELD FRAME 2x4 INFORMATION THIS SYS. 42 FLOOR SHEET DIRECTION PER BEARING WALL SIMP. HTT4 TRUSSES @ 24" O.C. KNEE WALL, STUDS @ a NOTE: ALL FLOOR SCHEDULE W/(18) 16d x 22" NAILS \ , (MAX) 16" O.C. W/ (2) 16d NAILS w TRUSSES TO BE P.T. IF TO POST (U.N.O. ON COLUMN BASE s„ ,\ CMU AWI/ STRAP PEREN . TRUS TO O NO MOISTURE CONNECTION PER FRAMING PLAN) & $ STANDARD CONNECTOR BARRIER (FELT PAPER PLAN ALL THREAD W/7" MIN.-' OR SIM) IS PROVIDED EMBEDMENT INTO TIE (1) SIMPSON LSTA30 •:r NOTES ¢ BEARING REFER TOBEAM USING SIMP. SET STRAP CENTERED R (1) ROW 8d NAILS @ 3" FLOOR TRUSS SEE MASONRY WALL PER .� [ FLOOR TRUSS PER BETWEEN COLUMN PLAN O.C. WALL SHEATHING SEE PLAN FOUNDATION PLAN EPDXY \ LA FRAMING PLAN FOR TO BOTTOM PLATE ..`, a• .' ; .. > . ` PLAN AND GIRDER/BEAM NOTE: ALL FLOOR w ' FOR FTG. CONNECTION INFO. 1/8" GAP BETWEEN BOND BEAM .f ` a ..''• _ INFORMATION PROVIDE SOLID BELOW W/ (22) 1 O TRUSSES TO BE P.T. IF n- Z I=I BLOCKING BELOW SEE DETAIL WSI (THIS NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING & CMU 2 Q FLOOR SYSTEM DRAFT COLEVEN WITHIN SHEET FOR MORE INFO 0 , STOPPING AT 1000 SQ I--- _ (=I MASONRY WALL SEE BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF U E- FT MAX: DRAFT FLOOR TRUSS OR SIM) IS PROVIDED KNEEWALL 13 0- LINTEL AS PER PLAN STOPPING MATERIALS PLAN FOR MORE INFO Q MIN THICKNESS SHALL S03 TYPICAL TWO STORY COL. @ GIRDER SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM S1 TWO STORY PARALLEL FLOOR CONNECTION "' BE 1/2 GYP BOARD OR WD. HD. HT. a Q fi SEE PLAN 15/32" OR 7/16" OSB. 3/4"=1'-0 3/4"=1"-0" ATTACH TO FLOOR TRUSS W1 8d NAILS AT - - U 16" O.C. TOP AND PRECAST SILL OR SILL BOTTOM CHORDS PER WINDOW MANUFACTURER WRITTEN 2x 2ND FLOOR STUDS U_ >; SEE PLAN FOR MORE (2) SIMPSON LSTA18 O W STRAPS CENTERED @ z FLOOR W/ (14) 1 O 0 SEE FLOOR FRAMING *AA NAILS o U o PLAN FOR FLOOR LL , SPECIFICATIONS SYSTEM INFO. w ♦ A : ; `��� a EXT FINISH PER PLAN SOLID SHEATHING@ SOLID SHEATHING @ ATTACH 2x STUDS W/ (3) 2x STUDS V J GQ 8 HEADER HEADER SIMPSON SP4 W/ 6 (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. BEYOND F SIMPSON SP4 W/ (6) �� O STRAPS CENTERED @ VERT REINF. BE 10d x1-1/2 @ 24 O,C. <<s 10d x1-1/2 @ 24 O.C. FLOOR W/ (14) 10d CALIFORNIA CORNER A -A Z ° D SIMPSON LSTA24 -- StiFFT (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 yFFT (USE SP6 @ 2x6 STUDS NAILS o 1 MASONRY WALL PER ,�• STRAP W/ (22) 1 O & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) (2) SIMPSON LSTA18 Q r z iti PLAN NAILS. BEND STRAP NAILS. BEND STRAP (2) SIMPSON META16 STRAPS CENTERED @ W f OVER TOP PLATE MAX. OVER TOP PLATE MAX: FLOOR TRUSS TO FLOOR W/ (14) 1 O CONC. SLAB - (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE O Q w r SEE FOUNDATION 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL NAILS z W U � w A' PLAN FOR MORE INFO FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ O rn F= (3) 2x STUD PACK � ❑ � HEADER - SEE 2ND ¢ ti E FIN. FLR. HEADER HEADER - SEE 2ND HEADER EXT. SHEATHING ATTACH PER NAILING v I`� FLOOR PLAN FOR MIN. U cn cv 0'-0" 4 - HEADEIR SIZE & REQ'p FLOOR PLAN FOR MIN. FLUSH W/ FACE OF SCHEDULE O (� W z ❑ c� �_ HEADER SIZE & REQ'D JAMB STUDS MASONRY ATTACHED w O Z Q Z ? (2) 2x SYP #2 BUILT-UP STU[ COLUMNS (2) 2x SYP COLUMNS ON EITHER SIDE OF GLRDER, 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 SIDE OF G.T. USE (4)OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER @ GIRDER 2x8's MIN. SPF #2 @ 16" — O.C. MAX W/ MID POINT BLOCKING (U.N.O.) MSTAM24 EA. SIDE OF EA. STUD TO WALL BELOW W/ (9) 1 O NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP;CENTER STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY WALL PER PLAN 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE ° Y ° 2x8 #2 SYP P.T. SILL > ° PLATE W/ 1/2" EPDXY ° ANCHOR BOLT OR J -BOLT W/ MIN. 7" 2 3/4" EMBED. @ 32" O.C. & 3" FROM EA.END MAX 1/8" GAP BETWEEN SHEATHING AND CMU Q ' CONT. #5 IN TIE BEAM r EXT. FINISH PER ARCHS WALL SPLICE DETAILS 12 1 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 TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d —� @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING —� SEE FLOOR FRAMING PLAN FOR MORE INFO 9���.w�www.�r+�rs FLOOR GIRDER SEE PLAN FOR CONNECTION IfIC603 LEDGER a- OPEN TO BELOW 3/4"=1'-0" 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING & 10d NAILS @ 16" O.C. NAILING PER PLAN. SHEATHING CONT TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE(" 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 G'In 7 CT(1RV I=RAMI= \ALAI I 2x BRG WALL W/ SIMPSON SP2 @ SIMPSON SP2 @ TOP & EXTERIOR SHEATHING — EXT. SHEATHING - PRE ENGINEERED FROM TOP OF WALL ATTACH PER NAILING TRUSSES @ 24" O.C. O.C. - SEE FRAMING TO BOTTOM OF SILL MAX. PER PLAN PLAN FOR MORE INFO. ATTACH PER NAILING PLATE ATTACH PER SCHEDULE --------------------- ..-.,–..– - NAILING SCHEDULE 2x4 BLOCKING _r7 (2) 2x4 #2 SYP FINISH ROOF SHEATHING — TRUSS TO LEDGER ISIMPSON H2.5 EA. I ATTACH PER NAILING 3ER BY OTHERS ITRUSS ( SCHEDULE (CONT. LEDGER w/ (2) I ( PRE-ENGINEERED — MORE INFO. I I TRUSS PER PLAN ATTACHED PER I ° MIN. 2x6 #2 SYP CONT. NAILING SCHEDULE 2x8 #2 SYP P.T. SILL SECTION (a- RAISED LEDGER W/ (2) %4'x3-1/2" PLATE W/ 1/2" J -BOLT 3S PER PLAN AL SDS WOOD SCREWS @ I- INTO TRUSS. VERIFY I 16" O.C. MAX. & 3" w/ SHOP DRAWINGS I I MASONRY WALL PER 32" O.C. MAX W/ FROM EA. END - USE PLAN WASHER. ALTERNATE ( (3) SCREWS FOR 24" I SIMPSON LUS26, USE SER PER PLAN RECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY FROM TOP WALL (TRUSS. VERIFY W/ I TRUSS SIMPSON SET -XP ff'-T-RUSS SHOP GIRDER SEE PLAN FOR EPDXY @ 6" FROM "F2SECTION a- LRAWINGS ----- --- ------ ---- ----- - J - 2x8 SYP #2 LEDGER W/ r, (2) 2x SYP COLUMNS ON EITHER SIDE OF GLRDER, 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 SIDE OF G.T. USE (4)OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER @ GIRDER 2x8's MIN. SPF #2 @ 16" — O.C. MAX W/ MID POINT BLOCKING (U.N.O.) MSTAM24 EA. SIDE OF EA. STUD TO WALL BELOW W/ (9) 1 O NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP;CENTER STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY WALL PER PLAN 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE ° Y ° 2x8 #2 SYP P.T. SILL > ° PLATE W/ 1/2" EPDXY ° ANCHOR BOLT OR J -BOLT W/ MIN. 7" 2 3/4" EMBED. @ 32" O.C. & 3" FROM EA.END MAX 1/8" GAP BETWEEN SHEATHING AND CMU Q ' CONT. #5 IN TIE BEAM r EXT. FINISH PER ARCHS WALL SPLICE DETAILS 12 1 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 TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d —� @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING —� SEE FLOOR FRAMING PLAN FOR MORE INFO 9���.w�www.�r+�rs FLOOR GIRDER SEE PLAN FOR CONNECTION IfIC603 LEDGER a- OPEN TO BELOW 3/4"=1'-0" 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING & 10d NAILS @ 16" O.C. NAILING PER PLAN. SHEATHING CONT TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE(" 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 G'In 7 CT(1RV I=RAMI= \ALAI I GIRDER BELOW - SEE LD02/SD2 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x BRG WALL W/ SIMPSON SP2 @ SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d — EXT. SHEATHING - PRE ENGINEERED 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING TRUSSES @ 24" O.C. O.C. - SEE FRAMING SCHEDULE MAX. PER PLAN PLAN FOR MORE INFO. ATTACH PER NAILING - SEE ARCHS FOR ROOF SCHEDULE ATTACHED PER WATERPROOFING AND 2x4 BLOCKING _r7 (2) 2x4 #2 SYP FINISH BETWEEN STUDS W/ TRUSS TO LEDGER HUC24-2 EACH END, (2) 12d TOE NAILS USE: (4) 10d & (2) 10d NAILS. UNDER sEE PLAN EACH END - TRUSS ANCHOR (SEE (CONT. LEDGER w/ (2) SEE LD02/SD2 FOR PLAN) TRUSS PLAN FOR MORE INFO. - ROOF SHEATHING ISCREWS @ 16" O.C. WF16/SD6 ATTACHED PER I -0R WOOD WALL PER NAILING SCHEDULE 2x8 #2 SYP P.T. SILL SECTION (a- RAISED HEEL TRUSS PLATE W/ 1/2" J -BOLT LEDGER RECESSED W/ MIN. 7" EMBED. @ 6" INTO TRUSS. VERIFY I FROM EACH END & @ w/ SHOP DRAWINGS I I MASONRY WALL PER 32" O.C. MAX W/ PLAN WASHER. ALTERNATE - ATTACH EACH TRUSS - 2x #2 SPF STUDS @ 16 S CONNECTION: USE 1/2" IF SHEATHING ISNOT N EXT. SHEATHING O.C. S ALL THREAD ROD W/ 7" CONTINUOUS TO BASE FROM TOP WALL MIN. EMBED USING PLATE, SP8 TOP AND BOTTOM OF TRUSS/ SIMPSON SET -XP BOTTOM ARE REQ'D GIRDER SEE PLAN FOR EPDXY @ 6" FROM "F2SECTION a- WTACHMENT INDOW AT EACH END & @ 32" O.C. ' ".: C.M.U. WALL PER PLAN INFO. IF WALL MAX W/ WASHER SHEATHING ISN'T CONT. LSTA18 STRAPS ARE fiF1 SECTION @ OPEN TO ABOVE REQ'D FROM STUDS To GIRDER BELOW - SEE LD02/SD2 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE y SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 1 "=1'-0" 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d SP1 @ BASE. LSTA18 TOENAILS EACH END OR MTS12 MAY BE WALL IS CONT. BRG ON TRUSS USED @BASE \ ------------------------...,..-----1 12d NAILS @ 12" O.C. I 3/4" FLOOR SHEATHING ATTACHED ATTACH PER NAILING 3/4" FLOOR SHEATHING SCHEDULE ATTACHED PER 2x4 CONT. W/ (2) 12d NAILING SCHEDULE (2) 2x4 #2 SYP - BLOCKING W/ SIMPSON TRUSS TO LEDGER HUC24-2 EACH END, I IMIN. USE: (4) 10d & (2) 10d NAILS. UNDER sEE PLAN WINDOW JAMBS USE (2) 2x6 W/ HUC26-2. (CONT. LEDGER w/ (2) LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS ISCREWS @ 16" O.C. WF16/SD6 MASONRY (SHOWN) I -0R WOOD WALL PER � SECTION (a- RAISED HEEL TRUSS END OF LEDGER - LEDGER RECESSED IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY I y SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 1 "=1'-0" 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d SP1 @ BASE. LSTA18 TOENAILS EACH END OR MTS12 MAY BE WALL IS CONT. BRG ON TRUSS USED @BASE 2x BASE PLATE W/ (2) ------------------------...,..-----1 12d NAILS @ 12" O.C. EXTERIOR SHEATHING 3/4" FLOOR SHEATHING ATTACHED ATTACH PER NAILING 3/4" FLOOR SHEATHING SCHEDULE ATTACHED PER 2x4 CONT. W/ (2) 12d NAILING SCHEDULE (2) 2x4 #2 SYP - BLOCKING W/ SIMPSON TRUSS TO LEDGER HUC24-2 EACH END, I IMIN. USE: (4) 10d & (2) 10d NAILS. UNDER sEE PLAN WINDOW JAMBS USE (2) 2x6 W/ HUC26-2. (CONT. LEDGER w/ (2) LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS ISCREWS @ 16" O.C. WF16/SD6 MASONRY (SHOWN) IMAX - EQUALLY a -0R WOOD WALL PER PLAN SECTION (a- RAISED HEEL TRUSS 5 2x SYP #2 LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x8 #2 SPF MIN STUDS 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C.TOP @ 16" O.C. PER PLAN USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO WALL IS CONT. BRG ON TRUSS SEE 2NC STRAP STUDS W/ LSTA18 @ 16" O.C. ------------------------...,..-----1 WALL SE CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED ADDITIO PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d INFORM) 2x4 CONT. W/ (2) 12d I SIMPSON H2.5 NAILS TO EACH STUD I TRUSS TO LEDGER 2x8 #2 SYP SILL PLATE I IMIN. W/ Y2' EPDXY ANCHOR 2x6 #2 SYP OR J -BOLT @ 32" O.C. (CONT. LEDGER w/ (2) W/ MIN. 7" EMBEDMENT I%"x3" SDS WOOD SIMPSON CS18 PER & 6" FROM EACH END ISCREWS @ 16" O.C. WF16/SD6 IMAX - EQUALLY a SPACED & 3" FROM ( END OF LEDGER - LEDGER RECESSED IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY I IO.C. IS REQUIRED w/ SHOP DRAWINGS I I MASONRY WALL PER I L ----- --------- --------------------J PLAN - ATTACH EACH TRUSS OPT. TRUSS RECESS LEDGER TO BEARING WALL D04 SECTION @ LOW ROOF USING SIMPSON H10A 2x4 BLOCKING W/ (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @6"O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C.TOP & SPI @ BASE. LSTA18 OR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS TO TRUSS BELOW) CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d TOENAILS EACH END (2) 2x4 #2 SYP FLOOR TRUSS PER PLAN BLOCKING W/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d NAILS. UNDER WINDOW JAMBS USE SEE PLAN (2) 2x6 W/ HUC26-2. LOW ROOF TRUSS SEE TRUSS PLAN FOR CONNECTIONS (IF TRUSS IS CONT. BRG ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) A�S�iSECTION @ COMBO TRUSS WALL & WALL OPENINGS @ 32" o.c. �'-'� KINGS # OF STUDS TO MATCH MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS WASHER SEE BEARING WALL SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF O 4'-2" ATTACH TOP PLATE TO WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 1 Od NAILS INTO TOP SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER 2 STORY INTERIOR BEARING WALL (21 2x SPF TOP 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 1 O 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 BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS SP4 TOP & BOTTOM OF EA. STUD U.N.O. -SIMPSON CS18 STUDS ABOVE TO HEADER BELOW -1/2" THREADED ROD @ 32" O.C. MAX Wl NUT & 2" WASHER TOP & BOTTOM Q z w 0 65 W ti 0 N z 0 W LOm °®eJusue11111�wo o`i O n w J C5 Co :40 0 U) Z .� 0 U • V 0 F- © 2 •••� • c�CO Z00 tY U_ �i, * PQ's°°'' I LU '41111111110 F- U_ 0 U) 0 W U) f– O � cL W - z F- O J Q F- U) w .3. Z o O U I- 0 Q. Q M U P W IL _ - -- U jU_ 0 LU z 0 O Uo w r d V! �8 J.o ,,- 0 W Z �? WA T z WU1r_w O porn:) E U �tS�OU?Nrn 0 UwzoM,_.c_ W ZQO-M.i-'m F- O Q w�- O m z w z E; U O Q Q= W Y= dX g a. W i— �Orn 0 W Zw _�° ° zLU_ W U a. ZM O I— z �O o >C W J W W z W � O ., W u w _ O U)Is- WI—W z � a W a Q W U U) 0 = o W CO 0 0 0 100Z W CL a 04 ..r w BLDG DESIGN: --- U) STRUCTURALENG: MCD w DRAFTING: -DESIGN: --- U-STRUCT: DP QC CHECK: CC JOB No. PSQ 0204615 Q SCALE: AS INDICATED w DATE: 03/02/18 0 F W If .I 3/4"=1'-0" I l 1='-0" � H COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. EXT. SHEATHING FROM ALIGN 2ND FLOORTOP OF WALL TO DBL STUDS w/ 1ST FLOOR BOTTOM PLATE. IF STUDS SHEATHING IS NOT CONT. ADD BLOCKING (2) 2x SPF#2 BASE @ SHEATHING SPLICE PLATE. ATTACH 1ST PLY W/ (3) 1 Od TOENAILS W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 TRUSS, THEN ATTACH @ TOP REQ'D 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING @ 12" O.C. ATTACH PER NAILING SIMPSON CS18 PER SCHEDULE WF16/SD6 2x4 SYP#2 BLOCKING W/ (2) 1 O TOE NAILS LOW ROOF TRUSS W/ (2) 2x TOP PLATE 16" TALL RAISED HEEL SEE PLAN FOR BOTTOM CHORD BEARING WALL EXTENSION REQUIREMENTS. - ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A U.N.O. ON FRAMING PLANS "F2SECTION a- 2 -STORY BRG. WALL & WALL OPENINGS @ 32" o.c. �'-'� KINGS # OF STUDS TO MATCH MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS WASHER SEE BEARING WALL SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF O 4'-2" ATTACH TOP PLATE TO WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 1 Od NAILS INTO TOP SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER 2 STORY INTERIOR BEARING WALL (21 2x SPF TOP 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 1 O 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 BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS SP4 TOP & BOTTOM OF EA. STUD U.N.O. -SIMPSON CS18 STUDS ABOVE TO HEADER BELOW -1/2" THREADED ROD @ 32" O.C. MAX Wl NUT & 2" WASHER TOP & BOTTOM Q z w 0 65 W ti 0 N z 0 W LOm °®eJusue11111�wo o`i O n w J C5 Co :40 0 U) Z .� 0 U • V 0 F- © 2 •••� • c�CO Z00 tY U_ �i, * PQ's°°'' I LU '41111111110 F- U_ 0 U) 0 W U) f– O � cL W - z F- O J Q F- U) w .3. Z o O U I- 0 Q. Q M U P W IL _ - -- U jU_ 0 LU z 0 O Uo w r d V! �8 J.o ,,- 0 W Z �? WA T z WU1r_w O porn:) E U �tS�OU?Nrn 0 UwzoM,_.c_ W ZQO-M.i-'m F- O Q w�- O m z w z E; U O Q Q= W Y= dX g a. W i— �Orn 0 W Zw _�° ° zLU_ W U a. ZM O I— z �O o >C W J W W z W � O ., W u w _ O U)Is- WI—W z � a W a Q W U U) 0 = o W CO 0 0 0 100Z W CL a 04 ..r w BLDG DESIGN: --- U) STRUCTURALENG: MCD w DRAFTING: -DESIGN: --- U-STRUCT: DP QC CHECK: CC JOB No. PSQ 0204615 Q SCALE: AS INDICATED w DATE: 03/02/18 0 F W If .I 3/4"=1'-0" I l 1='-0" � H COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 'll.'ll 'l1-11 !l ! 1 R L,1l111l lI 11. I i . BELOW OR WALL) CONT. LEDGER W/ (3) ro ALTERNATE HANGER 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS SEE TABLE FOR MAX. TO EACH STUD. ((2) 1/4" x 3 DETAIL WIDTH OF LANDING 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) STAIR WINDER DETAIL MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING ATTACHING TO MASONRY JOISTS (#2 SYP) STANDARD (3) 2X12 SCHEDULE REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR MIN. (3) 2x SYP #2 WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO x STRINGERS W/ STUDS REQ'D @ END W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH JOISTS BELOW W/(2) -12d NAILS SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) EACH SIDE PLYWOOD SHEATHING FROM (2)2x12 SYP#2 FLOOR SYSTEM 16d NAILS FROM :4(i in u_ •• • �- 0 UJ V 1-1 SHEATHING OVER MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 0 C MIN AND @ ANY (2)2x12 SYP#2 HEADER HEADER TO BUILT UP �� •U % •. : z PLYWOOD FLOORING TO BUILT-UP STUD LANDING ATTACHED MIN. 2x8 SYP. JOIST ATTACHED PER STUD COLUMN COLUMN NOTE: N U_ O PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR LINE UP 2XJOIST IN SEE ARCHS. FOR MAX. LINE WITH MIDDLE STANDARD (3)2x12 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CONSTRUCTION NOTES 2x12 STRINGER TO BE SYP#2 STRINGERS W/ ATTACHMENT TO TO SLIDE DOWN TO _N_ UTILIZED AS BLOCKING SIMPSON A35 /A34 FLOOR SYSTEM PER RISE OF STEPS AND CLIP TO FLOOR MASONRY WALL) NOTES CMU/LEDGER IN LIEU OF MIN. 2x8 SYP#2 JOISTS SYSTEM & LANDING U @ LANDING @ 16"O.C. FRAMING U) g p W/ SIMPSON A35 OR BUILT UP COLUMN 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR p z U_ : LUS26 HANGER ON SECTION X -X EACH SIDE Q 16" O.C.LANDING wr 0 u MID SPAN BLOCKING q Z (2) 2x12 SYP#2 BEAM TO MATCH JOIST a- w - MID SPAN BLOCKING PER SCHEDULE REQ'D DEPTH W/ (3) 10d w W HU210-2/HUC210-2 W/ @ END OF LANDING TOENAILS EACH END (ATTACH TOP PLATE - FOR STRINGERS TO r CONNECT TO, BEAM 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO OPTIONAL (2)2x12 SYP#2 TO BEAR DIRECTLY ON TO STUDS W/ (2) 16d MIN. 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS PENDING LANDING ATTACHING TO MASONRY DEPTH W/ (3) 10d DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" 3 1/2" TOE NAILS ATTACHMENT TO CMU/LEDGER BELOW OR WALL) CONT. LEDGER W/ (3) ro ALTERNATE HANGER 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS SEE TABLE FOR MAX. TO EACH STUD. ((2) 1/4" x 3 DETAIL WIDTH OF LANDING 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) STAIR WINDER DETAIL MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING ATTACHING TO MASONRY JOISTS (#2 SYP) MAX WIDTH OF LANDING SCHEDULE REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR REQ'D @ END OF LANDING WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO x DIRECTLY ON BUILT UP W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH JOISTS BELOW W/(2) -12d NAILS O 3/4" PLYWOOD OR OSB EACH SIDE PLYWOOD SHEATHING FROM (2)2x12 SYP#2 3/z 2x4 #2 SPF STUDS SEE ARCH PLAN 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" @ 24" O.C. OF LANDING :4(i in u_ •• • �- 0 UJ V 1-1 SHEATHING OVER MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 0 C MIN AND @ ANY OVER LANDING HEADER TO BUILT UP �� •U % •. : z PLYWOOD FLOORING '®��'���®, .. LANDING ATTACHED MIN. 2x8 SYP. JOIST ATTACHED PER STUD COLUMN ennee NOTE: N U_ O PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR OPTIONAL (2)2x12 SYP#2 SEE ARCHS. FOR MAX. 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION ATTACHMENT TO TO SLIDE DOWN TO _N_ FLOOR SYSTEM PER RISE OF STEPS AND o MASONRY WALL) NOTES CMU/LEDGER IN LIEU OF L -BRACE @ 6'-0" O.C. & FACE OF TRUSS FRAMING PLAN TYP. U) MIN. TREAD DEPTH BEAM @ END OF BUILT UP COLUMN 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ ANY OPENING SECTION X -X O Q 16" O.C.LANDING PER WOOD: STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. 2x4 CONT. TOP PLATE MID SPAN BLOCKING MAX SCHEDULE HU210-2/HUC210-2 W/ (ATTACH TOP PLATE TO MATCH JOIST 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO OPTIONAL (2)2x12 SYP#2 (18)16d NAILS TO TO STUDS W/ (2) 16d PENDING LANDING O DEPTH W/ (3) 10d DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" 3 1/2" TOE NAILS ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORT AND HEIGHT AND PLAN SDS WOOD SCREWS © TOENAILS EACH END LAYOUT. HEADER IN LIEU OF BUILT UP COLUMN (10)10d NAILS TO (2)2x12 N.T.S. EQUALLY O O 0 z WITHIN SUPPORT WOOD: SYP#2 HEADER J J Q 2x4 #2 SPF STUDS @ WALL COULD BE LL g 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER HU210-2/HUC210-2 W/ (18)16d MASONRY: REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS W U_ STUD TO BE NAILS TO LEDGER/SUPPORT HU210-2/HUC210-2 W/ STUDS W/ (2) 16d TOE 32" I LU_ ATTACHED TO TRUSS 2x12 STRINGERS ONE r HEADER AND NAILS AND (10)10d NAILS TO (2)2x12 (18) 1/4"x3-1/4" TAPCONS I BELOW (OTHERWISE ON EACH SIDE AND w O SIMPSON A35 o � SYP#2 HEADER TO CMU AND (10) 10d SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR I ATTACH W/ (2) 12d ONE @ MID -SPAN A W CONNECTIONS F— MASONRY: NAILS TO (2)2x12 SYP#2 /"'� INFORMATION. © CL I SEE PLAN FOR A34 @ EA. STRINGER ---__ HU210-2/HUC210-2 W/ (18) HEADER 2x4 #2 SPF STUDS @ X MASONRY WALL OR MASONRY WALL OR X V 1/4"x3-1/4" TAPCONS TO CMU 2x4 SILL PLATE W/ (2) TO LANDING -"�� - _ P W WOOD WALL AND (10) 10d NAILS TO (2)2x12 STANDARD (3) 2X12 I NOTCH FLOOR ( 16d TOE NAIL EA. FRAME WALL BEYOND SYP#2 HEADER SYP #2 STRINGERS W/ p ULL TOENAILS BOTTOM G CONT. BRACE & 10d 2x ATTACHED TO III (2) 2x12 SYP#2 BEAM SIMPSON A34 / A35 v ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO STRINGER III PER SCHEDULE @ END CLIP TO FLOOR (3) 16d NAILS 16" O.C. NOTCH SILL AND I 10d NAILS @ 4 O.C. _ _ SYSTEM & LANDING FLOOR SHEATHING OF LANDING FOR B-13CROSS SECTION OF BEAM TO LEDGER FRAMING PLYWOOD FLOORING MIN. 2x8 SYP#2 JOIST (P.T. IF (NOTCHED @ 2x6 NOT USED (2) 2x12 SYP#2 BEAM PER HEIGHT OF STAIRS AT LANDING ATTACHING TO MASONRY JOISTS (#2 SYP) MAX WIDTH OF LANDING SCHEDULE REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR MIN. 2x8 SYP#2 JOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO x DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY JOISTS BELOW W/(2) -12d NAILS O COLUMNS BELOW OR ALTERNATE HANGER @ RIGHT OF THIS DETAIL EACH SIDE WALL) - @ 16" O.C. (3) 16d TOENAILS 3/z 2x4 #2 SPF STUDS SEE ARCH PLAN 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" @ 24" O.C. :4(i in u_ •• • �- 0 UJ V 1-1 m MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 0 C MIN AND @ ANY A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS �� A35 @ EA. STRINGER BEAMMOISTS 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" STUDS W/ (2) 16d TOE OPENING W/IN X X NAILS HANDRAIL NOTCH SILL PLATE � KNEEWALL 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ FOR VERTICAL 10d NAILS @ 4" O.C. I 24" O.C. W/ (2) 12d (NOTCHED @ 2x6 ( TOENAILS BOTTOM VERTICAL LOCATIONS). 2x L -BRACE W/ 12d NAILS @ 4" O.C. @ 3 O.C. TOP AND TO LANDING F- w x o®oer�r�'�'so NOTCH SILL AND O �®�®� il^,oi®r a 0 BOTTOM CHORD p = 0Q . 2 Q ' � Z :4(i in u_ •• • �- 0 UJ V 64J m Sz � ~ � JQ ¢ ve O` � �i Q O �� •U % •. : z PLYWOOD FLOORING '®��'���®, .. LL P�o��`` U_ LU ennee NOTE: N U_ O TO ALLOW VERTICAL SEE ARCHS. FOR MAX. 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND TO SLIDE DOWN TO _N_ FLOOR SYSTEM PER RISE OF STEPS AND o W CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS FRAMING PLAN TYP. U) MIN. TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ ANY OPENING SECTION X -X O Q 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 O WITHIN SUPPORT SPACED/CENTERED IN J J Q 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 FOR REQUIRED STUDS W/ (2) 16d TOE 32" I LU_ ATTACHED TO TRUSS 2x12 STRINGERS ONE HEADER AND NAILS _j I BELOW (OTHERWISE ON EACH SIDE AND /� SUPPORT o � SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR I ATTACH W/ (2) 12d ONE @ MID -SPAN A U F— /"'� INFORMATION. © CL I TOENAILS @ BOTTOM) A34 @ EA. STRINGER ---__ Q 2x4 #2 SPF STUDS @ X X V 2x4 SILL PLATE W/ (2) TO LANDING -"�� - _ P W 24" O.C. W/ (2) 12d I NOTCH FLOOR ( 16d TOE NAIL EA. 2x JOIST (P.T. IF ULL TOENAILS BOTTOM SHEATHING TO CONT. BRACE & 10d 2x ATTACHED TO III (2) 2x12 SYP#2 BEAM ATTACHING TO MASONRY WALL) CONT LEDGER wf I ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO STRINGER III PER SCHEDULE @ END (3) 16d NAILS 16" O.C. NOTCH SILL AND I 10d NAILS @ 4 O.C. _ _ FLOOR SHEATHING OF LANDING FOR MAX. TO EACH STUD. ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 2x12 STRINGERS ONE STRINGERS TO 1/4" x3-1/4" TAPCONS @ j TO ALLOW VERTICAL ° VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS ON EACH SIDE AND I I I I CONNECT TO. BEAM D 16" O.C. MAX. FOR TO SLIDE DOWN TO � z W/ (2) %"x3" SDS ONE @MID -SPAN I I I I TO BEAR DIRECTLY ON MASONRY WALL) W< O FACE OF TRUSS V � Cf) F w O ♦� VJ U rr- DU�� E SCREWS EQUALLY I I i I BUILT UP COLUMN ZQ0>Ja7 w 7�, F- = __ HUFa-IM c SPACED & CENTERED LU U)CD6E0< I I I X BELOW. ....� z<03:Mw o w I— Z ATTACH 2x6 VERTICAL U 2x6 VERTICAL AND IN TRUSS A35 CONNECTION III W Q�U_C7 0 o W � z Za TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0" O.G. & Q (_ WOOD OR MASONRY SDS WOOD SCREWS @ ANY OPENING WALL SEE PLAN FOR MORE INFO EQUALLY 2x8 P.T. SPF #2 (MIN.) LET -IN MIN. (3) 2x4 SYP #2 SPACED/CENTERED IN TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, FASTEN TO SLAB USING COLUMN 2x JOIST PER TRUSS TO OUTSIDE SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF MIN. (6) 1/4"x3-1/4" EVENLY SCHEDULE FACE OF TRUSS AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND SPACED TAPCONS @ MIN. TABLE R301.5 (FBC 6TH EDITION) END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR PER FLOOR PLAN N.T.S. ST01 GENERAL LANDING & ST03 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=1'-0" FLOOR TRUSSES SCALE: 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J Q 1= z w 0 w ti 0 N z 0 F- w x o®oer�r�'�'so w O �®�®� il^,oi®r a 0 p = 0Q . 2 Q ' � Z :4(i in u_ •• • �- 0 UJ V 64J m Sz � ~ � JQ ¢ ve O` � �i Q O �� •U % •. : z 00 '®��'���®, .. LL P�o��`` U_ LU ennee N U_ O W o W U) O Q a O J J Q LU_ _j Z o � U F— © CL Q CLU V P W Q ULL j 0 W W z O U j O ° W g D U � z o am W< O V � Cf) F w O ♦� VJ U rr- DU�� E ZQ0>Ja7 w 7�, F- = r HUFa-IM c LU U)CD6E0< ....� z<03:Mw o w I— Z ozzwz E U a¢QWJa o% W Q�U_C7 0 o W � z Za ° Q (_ w-. (n V a Z M z 0 o > W 0 J W W z M _j 0 W W �� w Z a W Z W z Q W 0. U 0 = O W �U)a �1*Z Q © ---- GL (. N-' w BLDG DESIGN: --- o U) STRUCTURAL ENG: MCD -- - _ ... ..._..... .... . . LU DRAFTING: -DESIGN: - USTRUCT. DP QC CHECK: CC JOB No. PSQ-0204615 `t SCALE: AS INDICATED 0 DATE. 03/02/18 W W