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2622 Green Swallow Way 17-3647 (a)�M N M U .J C LL 3 0) N D ILO N - •c: QcD 040 �C/)N�p O ti N pQd U_ C rnw ��+ z a� � a E, 0� ..c a W o� U 0 N --� CQ a � M 0 u L u- CU fo 0 ^ //p W r V N N C O N J C) C) N C) cr (n CD M 00 t� d U"C7 N Ln O V) cC � f� O Ocn C V) CL -°v N CD41 C CD U3 � 0 0 a r � SSUE DATE 12/01/2017 REVISIONS 'ROJECT.: u17-0324 KALE: AS NOTED )RAWN BY:� 4 JML & JFT )ESIGNED BY: MJS COVER PAGE 01 0 r` E 0 LL. CO p� U) N r-� 'CD clJ E m c/) co 0 0 E d: �cu = m co Q Q. u - c m W Z 'L7 � a E 0 - w i 0 0 to w � U � i cu fu V 0 M � � ] C (n LJL• 1 Ln M o � N J �4 N J C > � f,7 p = N � N _ 41 C c U) p M - LY• cj� 0 N - a C M Ln �c:•+ LL O p, > -p �? a� p c d ar p c 0 W Ln Com,. J r J L � � J J L ISSUE DATE 12/01/2017 L REVISIONS PROJECT:- - ._17-03_24 SCALE: AS NOTED _ DRAWN BY: JML & JPT_.__ DESIGNED BY: MJS SLAB PLAN 01 I cis 45'-0" 131-431 GENERAL NOTES KEY: 17'-0" 141-8" 4'-41R 1.21-011 21-61/ 41-8N 81 11 11 11 3050 S.H. 2- INDICATES NUMBER OF WINDOWS. 3050 S,H. 3050 S.H. DOOR SIZE CALLOUT: MT - METAL THRESHOLD 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD p FR - FRENCH DOORS 26 = 2'-6" 60 B.F, = 6'-0" BIFOLD SL - SIDE LIGHT 28 = 2'-811 uj 0 FG - FIXED GLASS to Covered Lanai .. GB - GLASS BLOCK N Com~ tU N _r: co `v� r 0 W H.B. OBS - OBSCURED GLASS 9'-4" CLG. F.F.F. o� TEMP -TEMPERED GLASS cn SH - SINGLE HUNG M W DH - DOUBLE HUNG V) X N w < a. u- HR - HORIZONTAL ROLLER � rnW BP - BYPASS ./J C Bedroom 211 TYP. - TYPICAL Master Suite SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, Qi 0. E 4 9'-4" CLG. NOTES: 12'-011 x 8'-0" S.G.D. 9'-4" CLG. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB -- SITE. tnW 2. DO NOT SCALE PRINTSI CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES U � W5'-10" 2`-1011 31 811 18`-0" 41.011 61.1111 Off. A11 3. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED CCCTTT777 ,r„ 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 �IJ 6. VENT DRYER THRU EXTERIOR WALL U.N.O, 7, PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ R 6 �'h 40 B.F. M O N M 9, PULL ALL DIMENSIONS FROM THE REAR OF PLAN. O 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL N SHEETS FOR EXTERIOR WALL FINISH SEPC'S, _v, -- - 11. REFER TO DETAIL SHEETS FOR FLASHING Lr) fu REQUIREMENTS AT ALL WOOD TO MASONRY or— INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 312 dr �yy _ R&S N - 5 SH N oo 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 2�" x fV 14. ALL INT. FIRST FLOOR CEILINGS AT 9'4" U.N.A. 20 B.F. 15, C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN C BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS, 0 w 4*21) 16, FRAME WALL SEGMENTS WHICH HAVE AN o N UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL g c BE CONSIDERED SHEAR WALL SWS = SHEAR WALL o L 00 SEGMENTS. a " m Ln►� .-. a C U- 6 d Q 17-0324 BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING co > N O 4 G. 9'-4" CLG. ti� C Q w Ln O Gathering Room a. N TUB/ SHOWE VANI s 9'•4" CLG. ° W, MIR BV. `-�,,? LAV Q 12/01/2017 LAV ,y�o (W�C. -� � - 0- PROJECT: z SCALE:- _._ AS NOTED DRAVVN BY: �JML & JFT DESIGNED BY: MJS FLOOR PLAN B.1 N Bedroom 3 9'-4" LAv CLG. a 4 9'-4" CLG. 4 DiningRoom oo Q s \ — o gyp; SHOWER ECESS .- 411 4" - ¢ M -31/2 11 2.8 1 11 1 11 6-0 3.8 1 N 9'-4" CLG. 18-0 -_-. 1 11 3-0 u: ••" ,� � -V 31.811 81.911 8'-4" 3'-11" Lu cv 3'-8" 31.411------------------ .... 21.41 rvii C'6 m' ul) �i eri ' W 50 B.F. - T c __ ___.._ _ ...___ _ 12" TOP EXT. ------ T7 ;g. A.M.U. i i ii p' — — R & S - - — —_—o o FRAME 34112" - KNEEWALL ° —T a i�to C9 LTJ ie AIANYAN i _.. _..I.._ W i.C. © � AS REQ. ------ BELOW 36" __...___.----_._,_ ._ _i E BARTOP DBL, SINK wl _ . D.W. -�..- Kitchen z aP .3 9'-4" CLG. °1�0 ec DISPOSAL dr - ,- " 9 4 CLG. ,• " 9'-4 CLG 21$11 zo 1 N 1 11 6 -0 `L 3.8--1 1 11 g -4 1 /1 1 1I o4 3 3.8 _ _ 111.0117 1 11 -0 TUBI x_....__ VANI tib` RANGE w/ SHOWE W. -"11 ✓ MIR BV. - _..TRTpP FL� HOOD ABV, 1 22 x 30 - PANTRY - _ -- - tqC__._ — ATTIC q . w/CAB. BV.06 5 SH �.�cc R & S ACCESS- «, (W,H, 50 B.F. Foyer R & S cfj on, uj CD w 9'-4" CLC. o COM�CP. -oM, 811 81-81' . 31-81' 614" 71-0N Bedroom 4 IIS la � 9'-4" CLC. � _— �:t 9'•4" CLG. 1 I 111 M.T.- T. _Lo FF-...._ -7 (2 3080 R. w law TTI IA S 1480 S.L. 3050 S.H. 3050 S.H.11 H . o o L- - _j 2030 F.G, ` L r 11 -1 0Z 1 11 51-01' / 1 11 1 N 4.4 logo I /1 -- Q : e`V „ 4 411 oQ 131-4" 50-4" 71-0" 8" 181-0" g" - Entry 4" CLC F F..F, -- � 2 Car Garage I � 9'-4" CLG F.F.F. � p wZ CL e H.B. 16'-0" x T-0" GAR. DR. 11-8" 16' -VII 11-811 11 21-0116@-8'1 QI-8'1 2 '-0N L 101-811 101-891 �/41 X111 191-1'" 45'-0" Floor Plan SCALE: 1/8" = TV (11x17) 1/4" = TV (22x34) SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT O LESS THAN 13/8" THICKNESS AS PER FBC-R302,5,1. 0 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING w BENEATH HABITABLE ROOMS (TYP.) a cn 19. GARAGE DOOR TO BE CERTIFIED BY MFR, FOR 1.40 M.P.H. o 20, ALL TUB &SHOWER UNITS WILL HAVE ANTI -SCALDING I'z< DEVICES INSTALLED. GENERAL NOTES KEY: Lu ABBREVIATIONS: DOOR NOTE KEY: 2- INDICATES NUMBER OF DOORS, 2- INDICATES NUMBER OF WINDOWS. DOOR SIZE CALLOUT: MT - METAL THRESHOLD 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD p FR - FRENCH DOORS 26 = 2'-6" 60 B.F, = 6'-0" BIFOLD SL - SIDE LIGHT 28 = 2'-811 uj 0 FG - FIXED GLASS to TR -TRANSOM (D p) GB - GLASS BLOCK N Com~ tU PKT - POCKET DOOR Q.LMmN N OBS - OBSCURED GLASS U)��0 N ^ TEMP -TEMPERED GLASS cn SH - SINGLE HUNG O E :!S DH - DOUBLE HUNG V) X N w < a. u- HR - HORIZONTAL ROLLER � rnW BP - BYPASS BF - BIFOLD TYP. - TYPICAL �g SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, Qi 0. E AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB E w 00 SITE. tnW 2. DO NOT SCALE PRINTSI CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES U � 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 ICEMAKER LINE @ REF. SPACE. �'h 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. O N M 9, PULL ALL DIMENSIONS FROM THE REAR OF PLAN. O 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL N SHEETS FOR EXTERIOR WALL FINISH SEPC'S, _v, 11. REFER TO DETAIL SHEETS FOR FLASHING Lr) fu REQUIREMENTS AT ALL WOOD TO MASONRY or— INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 312 dr �yy U.N.O. N N 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 2�" U.N.O. fV 14. ALL INT. FIRST FLOOR CEILINGS AT 9'4" U.N.A. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U,N,O, 15, C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS, 0 w 4*21) 16, FRAME WALL SEGMENTS WHICH HAVE AN o N UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL g c BE CONSIDERED SHEAR WALL SWS = SHEAR WALL o L 00 SEGMENTS. a " m Ln►� .-. a C U- 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL d Q 17-0324 BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING co SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT O LESS THAN 13/8" THICKNESS AS PER FBC-R302,5,1. 0 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING w BENEATH HABITABLE ROOMS (TYP.) a cn 19. GARAGE DOOR TO BE CERTIFIED BY MFR, FOR 1.40 M.P.H. o 20, ALL TUB &SHOWER UNITS WILL HAVE ANTI -SCALDING I'z< DEVICES INSTALLED. Q Lu DOOR NOTE KEY: Q O DOOR SIZE CALLOUT: w w 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD p 24 = 2'-4" 60 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F, = 6'-0" BIFOLD U 28 = 2'-811 uj 0 30 = T-0" z * ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER LLi BUILDER/CLIENT a N y WINDOW NOTE KEY: 00 N a_ p Z p WINDOW SIZE CALLOUT: uj (A c? c� 2040 = 2'-0" x 4'-0" -� cz 2050 = 2'-011 x 5'-0" z CO 2060 = 2'-0" x 6'-0" o1111111111,0 * ALL WINDOW CALLOUTS ARE MEASURED IN FEET & ��i�/ INCHES AS PER THE EXAMPLE TABLE ABOVE, o �%2 �'. * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. Q y y 0 Q SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF z aWINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED `Zz FLOOR BEING SERVER PER (FBC-R312.2). O 2 •0 ./d ,�y el�(j t- �•ee•eseeeMoe' V) cn Area Tabulations M M W Living: cn 1 st floor: 2,091 Sf o Total Living: 2,091 Sf Q entry: 64 sf covered lanai: 136 Sf garage: 393 sf Total Area: 2,684 sf O O �; � r Q Y Z Q o _ LL � E Z d 0 0 r o cii CO w Q O Z 0 0 O 1� O p M U _j LL to (D p) N Com~ tU Q.LMmN N U)��0 N ^ cn O E :!S V) X N w < a. u- � rnW '7 �g Qi 0. E 0 v1 E w 00 tnW U � �'h O N M Q O N i _v, � Lr) fu or— V dr �yy N N Cn O 0 fV 4*21) N C c c L 00 N a " m Ln►� .-. C U- Q 17-0324 > N O C Q w Ln O .0 a ISSUE DATE 12/01/2017 REVISIONS PROJECT: z SCALE:- _._ AS NOTED DRAVVN BY: �JML & JFT DESIGNED BY: MJS FLOOR PLAN ..... --- m v- 04 J IV 8'-0" HDR. HT. - - .0 F O.H. _. LIE- lx6 SMOOTH FINISH BAND ` 1x4 SMOOTH FINISH BAND 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) L] 0'-0" FIN. FLR. ,L _ 8'-0" HDR. HT. 0'-0" FIN. FLR. Front Elevation "A" SCALE: 1/8" = T -O" (11x17) 1/4" = T -O" (2204) 11'-4" BRG. HT. @ ENTRY BRG. HT. HT. ..� o° Y v 1x6 SMOOTH FINISH BAND (TYP.) DEC. LIGHTING (TYP.) j. 0'-0" FIN. FLR. 9'-4" BRG. HT --------- - F777-11 -1 i F El D El O El E] N Front Elevation "A" SCALE: 1/8" = T -O" (11x17) 1/4" = T -O" (2204) 11'-4" BRG. HT. @ ENTRY BRG. HT. HT. ..� o° Y v 1x6 SMOOTH FINISH BAND (TYP.) DEC. LIGHTING (TYP.) j. 0'-0" FIN. FLR. 9'-4" BRG. HT Rear Elevation A SCALE: 1/8" = TV (11x17) 1/4" = TV (22x34) ITIOUS (TYP.) CA cr c LL j 4 Q E F- 7 -'•�111l111��`- �` CL O N OIL 8'-0" HDR. HT. M V .N J LL N CU co +u�CNUO p G Lo M m 00 Q CL IL O.H. mW m a E O t� W E � � o Q n Y Q 1 i : M i 3/8" TEXTURED CEMENT N i �n Ln fQ �: 2 o x N FINISH OVER C.M.0 w LLJ N p ca Z z 0'-0" FIN. FLR. _ t - co p .moi•.+ Rear Elevation A SCALE: 1/8" = TV (11x17) 1/4" = TV (22x34) ITIOUS (TYP.) CA cr c LL j 4 Q E F- 7 -'•�111l111��`- �` CL O N E M V .N J LL N CU co +u�CNUO p G Lo M m 00 Q CL IL mW m a E O t� W E � � o Q n Y Q 1 i : M i N i �n Ln fQ �: 2 o x N N w LLJ N p ca Z z m c t - co p .moi•.+ Q per- V) � a M cl�U) i 00 N U N fCi C M Ln 0 •L (� z > - O O Q C L w ¢ w Ln 0 r a m w w cy- Q i z 0 z x a w r i Q ISSUE DATE 12/01/2017 o ---- REVISIONS c Q PROJECT: 17-0324 SCALE: AS NOTED < DRAWN BY; ___...-JML & JFT..__.._ DESIGNED BY: MJS ELEVATIONS "A" __.------"- O O O M U CU in U) co Q o cr) 04 E mc/)Nto +r N CO ,_,, O O 00- c E O E o0 LL U— m 0 N W {U Z "L7 cu a E O u, w oz w ii a .v Y n Y Q 1 Y � � T" N � M fo 0- to z (7) C:M w 2 C) 0 R'3 L- o LLJC fo( N N w N 0 z z Q m O V) x F- O O O � � O (o � C .= O M -� N i00 Z: GL U NL() H 0 cd C N LL V, o_O z C fl. 'O Qj c� s- O C C N L7 L wQ C W Ln 0 LL m LAJ w Q Of O w o Q m ISSUE DATE 12/01/2017 REVISIONS O I W _ PROJ_ECT: 17-0324 z AS NOTED _SCALE_ DRAWN BY: JML & JFT DESIGNED BY: MJS i ELEVATIONS "A" 04.A Electrical Plan SCALE 'VS" = 1'•0" ('11X17) 1/4" = 1'•0" (2204) OPTIONAL OVERHEAD SERVER `7 E N E I V'�L NOTES KEY: SAME AS UNDERGROUND 19 200 AMP 1. OWNER TO VERIFY EXACT LOCATION OF SERVICE 410 SCR AL. FLOOR OUTLETS IN FIELD. AMP NEMA 3 METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 2• LOCATION OF FIXTURES AND / OR OUTLETS A/C DISC. ARE SUGGESTED LOCATIONS AND MEET DISC. MOST LOCAL CODE REQUIREMENTS. #14 COPPER TO LIGHTS AND OUTLETS ADDITIONS OR ADJUSTMENTS MAY BE MADE #10 COPPER TO WATER HEATER BETWEEN THE OWNER AND BUILDER IN THE TYP. #8 COPPER TO RANGE FIELD. ELECTRICAL #8 TO A/C UNDERGROUND PANEL 3. ALL OUTLETS IN THE KITCHEN OR SERVICE BY (20 CIRCUITS) BATHROOMS TO BE GFI PROTECTED. POWER CO. 4. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). #2 -GROUND TO (2) 5/8" RODS (V APART) ALSO 5. ALL SMOKE DETECTORS ARE TO BE HARD SERVICE TO BE BONDED TO FOOTING STEEL WIRED AND INTERCONNECTED. NOTE: 6.8'H. VANITY LIGHTS IN MASTER BATHROOM. ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 7.7'H. VANITY LIGHTS IN ALL OTHER BATHROOMS. 200 A MP ��������pH �h+ ^����8. ALL OUTLETS NOTED IN BEDROOMS MUST BE AFI. PROTECTED. NOTES: THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL KEY: CEILING MOUNTED LIGHT PC PULL CHAIN LIGHT c RECESSED LIGHT F -o WALL MOUNTED LIGHT WALL WASH RECESSED DUPLEX RECEPTACLE 220 V RECEPTACLE = 1/2 HOT, 1/2 SWITCHED AWP WATER PROOF RECEPTACLE G G FLOOR RECEPTACLE Q PRE -WIRE FOR CLG. FAN cu =QGFI GROUND FAULT INTERRUPT o 8 WALL SWITCH o 3 -WAY SWITCH a 8n DIMMER SWITCH cn Lu 0 N TELEPHONE JACK Q H CABLE JACK 0 -- PRE -WIRE GARAGE DOOR OPENER a o:. FLUORESCENT LIGHT ELECTRICAL PANEL 9 r CL CEILING FAN o J z WALL SCONCE 0 CHANDELIER CHIME z w w I {] DOOR BELUGARAGE DOOR SWITCH w Q r-• V 4 L DISCONNECT SWITCH `y w r M O v 74 ELECTRICAL METER cn w ..I N u- Cfl of FAN/LIGHT COMBINATION w F- (� S.D. SMOKE DETECTOR z 0 C.M.S.D. CARBON MONOXIDE DETECTOR/ cn v� SMOKE DETECTOR COMBO ® SPEAKER r CL CEILING FAN o J z WALL SCONCE 0 CHANDELIER w w SPOT LIGHT Q r-• V r m FLUSH MOUNT FLUORESCENT LIGHT `y w r M O v cn w ..I N u- Cfl of FAN/LIGHT COMBINATION GARBAGE DISPOSAL MOTOR w v� ® SPEAKER ry Q M N (o O m JUNCTION BOX L.V. LOW VOLTAGELD 0 N op Q LL u - V.P. VAPOR PROOF c � �w n A.F. ARC FAULT PROTECTION pu z m Q r-• E r M O v ..I N u- Cfl O N a , Q-CLM0404 E M N (o O co N N Cr,C:) 0 E :S op Q LL u - c � �w pu z as E E w vi uj W U a w cr Q D cn y r a m o 2 N, 3 o Ln r --I Cry ci M � 0*1 C E O M 0 O m Ln CCS O cn fuW xN N (!� m = a N � 0 J z z 0 V) o C) p N � N Q O L, 4i 00 N z d CJ .� N H C M Ln ^ I� o o O rrp O L �- z L- G7 .N CL > "+D >_ p Q c o w Ln O 0- w m L W W o z w O w ISSUE DATE 12/01/2017 REVISIONS < PROJECT: 17-0324 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT HEArDEF, OF, STEEL SEALANT F, E30LT WALL C4) E X T E fR 10 fR F I N 15 �4 Li Li 0 0 0 0 w 0 U w m m 0 z w v� z c� w a z a V) w Gl J w wz w 0 0 Q w a uS w w z c� 0 0 0 v uwi w m w W M F 00 096900,4 0 �% Ld cn 2 `.. a `oma co 0*00000009 0 N 0 INTI T I _ U�ED IN �,4Nl.�S OVE IN Af;;�E,4,1e :1�1D2� �QIC�NTAI�I�'I'' IN T� �`1O,TA JO1NT6 Tl�EN �r'`�' OTI� COU5E. �AN INFOICIN� 15 FO��E� 01= TUJC� 'A�lLLEIv� UJI�, EITI�Ifi�IO.�. Chi U5 UJITH� 'lT1�41N�,.INE" 6Ie Jai. 5l=...) O 2" O.C, «O U6 UJ/ °�1"fl�� aIe LS. 1�.�, UJ/ BUTT JJELDE� CF105��UIREe T Ul-�A INTfi��r'ALS. �' 4hll� 10' l�ENTI�5 AV�lfL�L. >�E UeE� TO TIS FI"�T�5U� CORNING l�>455 LOG F)AN>=5 INTO ir�E ,.�U�OUND INS F�RAi 1El�JC�I�. lU�4EN �:I�ANINEI_S E NO�°° 1.le 1=O�ED 1=Oi'l 20 AU i�i`FC.�ATDg TNN ALV4NIZED STEL efil�;�, FANL NCl� 4fRE �r°�IJ�. IN 13ia� �� l.Uf�'TPS X 2�11 �.ENCT�4a. 193 P� � x��NeIai� &TIF& (c�TTO�-I). � O W�IT FOLi'ET�d'r'-1�N ARE IN5T� ,4T T� 4�EA� ,�N 4,! 4!> THE Srl�5 ���.,4�E �fiOT� 4T TI�e �c�INT� TO TIS L.w455 LOC+ 4Ni� ALLOW TIS FANEL TO EX�',�NJ� 4 CONT�ACT FfR�FE1� r . FOR �ITAL CHANNEL OfR CHA�-� CNSTiUGTION, F� �CF>4N5IC�N eTII�'& 4 4V>�IL>45LE 3%' T�4fc�i�, X �-° WIDE ;C 2��n INSTALLATION NOTES: �.C�N��e FOfR �ANJ� ANCd�O CON6fi}�UT`1C�N, aT�. �" WID�. 67IF 1, THROUGHOU-i� INSTALLATION, KEEP THE WINDOW JAMBS ,�, EA-SIL'T' CUT TO 3° U.�IT�, FO 37/o" �IS �Li., PLUMB AND SQUARE, KEEP HEAD ANS SILL LE:VEt_. AND SQUARE. >�N� �'0 2I/4" LJ�TN, FOR a'/a" ,`TNINI�INE" ES LCL METAL rK C, MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. - .2. CONSTANTLY. CI_.IECK WIDTH AT MEETING RAILS (i.e. DOUBLE ' HUNGS) TO AVOID "BOWED OUT" INSTAL -.CATION. 3. APPLY GENEROUS BEAD OF CAULK AL_.ONG INTERIOR SURFACE GLASS BLOCK DETAILS OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW. INTO SCALE: N.T.S. OPENING. 4, PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO CHIMNEY HEIGHT 24" ROOFUNDERLAYMENTPEBFBCR905.2.7 SHAMS. CENTER TI--iE WINDOW IN THE OPF_NING ALL._OWING A 1 /4" _ ABOVE ROOF WITHIN 10' CDX PLYWOOD OR O.B.S. GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH. SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE PRE -FAB CAP LATH AND STUCCO REMOVED. OVER CHIMNEY "J" METAL FLASHING 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE HCDPL/RTYP. 4x5 BASE FLASHING WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A ROOF COVERING PER PLAN 718" STUCCO OVER PAPER 15132" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE BACK WIRE MESH U.N.O. 1/2 .PLYWOOD EXT R. SHEATHING PITCH) SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS N01 ALL AROUND NAILED 8d@6&12 GALV.L-FLASHING ROOF UNDERLAYMENTPER FBC8905.2.7 USED, WOOD BASED. EXTERIOR 2x's @ 24" O.C. W/ HUGHES MP35 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. SHEATHING -OSB ------ ATTACHED TOSHEATHING WHEN 8. INSULATE AROUND PERIMETER WITH .BATT TYPE INSUAL.TION. "-�--_ GREATER THAN 24"x24". DO NOT .USE EXPANDABLE FOAM, 15# FELT DRAINAGE PLANE THE USE OF EXPANDABLE FOAM WII_.l_ VOID WARRANTY. � 2x4 BLOCKING 2x4 BLOCKING 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR S1 -ONE, 7/8" NOMINAL STUCCO ALLOW -1/4" .GAP AT SILL BETWEEN STRUCTURE AND ,WINDOW. THICKNESS TRUSS @ 24" O.C. THEN, CAULK THIS GAP. 10: CAULK GAP; BETWEEN INSTALLED WINDOW EXTERIOR PAPERBACK LATHROSS @ 24" O.C. _.. ..- .� PERIMETER AND J -CHANNEL (OR BR -ICK OR OTHER .EXTERIOR - '7"`--•- i \ ,, �, � ,. FINISHING MATERIAL WHICH SURROUNDS WINDOW). PEEL AND STICK TAPE ROOF COVERING PER PLAN / FLASHING. SEQUENCING. DRAINAGE PLANE OVERLAP CONTROL BEAD ROOF UNgERLAYMENT PER FLASHING AND MEMBRANE STRAP OVER WOOD � -- - 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING FIRE BLACKING 2x4 BLOCKING FBCR905.2.7 OVER ALL OF ROUGH OPENING. FRAME / MASONRY CONNECTION. 2. SET WINDOW UNIT. AROUNDIFLUELOINERG ROOF SHEATHING 6"MIN. LAP ON METAL 3. APPLY 2ND BOTTOM PIECE C)h SELF--ADHESIVE TYPE I 2x4 #2 SPF OR #3 FLASHING OVER NAILING FIN AND BLDG PAPER. METAL OR PLASTIC I ' SYP STUDS @16" D.C. 4. APPLY SIDE STRIPS OF SELF. -ADI- -1ESIVE TYPE FLASHING. EXPANSION JOINT I 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING). NOTE:_ -- 1/2" NOMINAL SELF---ADI-�LSIVE TYPE FLASHING IS A GENERIC TERM. CEMENTITIOUS FINISH SEC SPECIFICATIONS FOR MATERIAL TO BE USED. / MANTLE ,, ;, I T ANT: MEMBRANE STRIP COVERING WOOD FRAME © N INTERSECTION UNDER EXPANSION JOIN EQU%L IT IS THIS RESPONSIBILITY OF THE OWNER OR BUILDER TO � TO PROTECTO WRAP BT-20XL-9"WIDE. TO Z SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND EXTEND 2" BELOW THE CMU BUILDING CODES. PRE -FAB FIRE BOX. DAMPER,� n� DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE 18'' NON-COMBUSTABLE � � .MATERIAL FOR HEARTH 11 1 1 1 SYSTEM. WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED 0 L s �10 MURIATIC ACID. �..._. _ ILL .FOUNDATION DO NOT LAY WINDOWS FLAT OR STORE 1N SUN BEFORE � INSTAL -LING ALL WARRANTIES NULL AND VOID IF ANY VE;RI1CAL HOLES ARE PUT INTO WINDOW SILL. AREA OF ANY WINDOW. •y O •z Q;w VALLEY RAFTER � Z SCALE: 3 i = V-0 /msllll� 2WIND`OW F vi 0 Li a o� a � o 4 z z z m 0 a a o o o z -n co w m Ll � Ll 0 z w 0 o r- 0 O CV M U (D_j to u" Cfl C > •I (o N O .•. ) CI`p E:`.. T_�= cu o0 <C t1. u- �a �w �Z vg Lu 0 W u N fv i... E O M ^^ f0 i fo O = (n W 1 �}�' a Ln (V N N U N O J cr V) (A CO M r -i N ) N fnO Ln O ca C C LL v O .(n d �' Gj �' N C) C Q Lu Ln 0 Q_ N � ISSUE DATE 12/01/2017 REVISIONS c PROJECT: 17-0324 SCALE: AS NOTED_ _- DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS _ SCALE: N.T.S. SCALE; N.T.S.. HEArDEF, OF, STEEL SEALANT F, E30LT WALL C4) E X T E fR 10 fR F I N 15 �4 Li Li 0 0 0 0 w 0 U w m m 0 z w v� z c� w a z a V) w Gl J w wz w 0 0 Q w a uS w w z c� 0 0 0 v uwi w m w W M F 00 096900,4 0 �% Ld cn 2 `.. a `oma co 0*00000009 0 N 0 INTI T I _ U�ED IN �,4Nl.�S OVE IN Af;;�E,4,1e :1�1D2� �QIC�NTAI�I�'I'' IN T� �`1O,TA JO1NT6 Tl�EN �r'`�' OTI� COU5E. �AN INFOICIN� 15 FO��E� 01= TUJC� 'A�lLLEIv� UJI�, EITI�Ifi�IO.�. Chi U5 UJITH� 'lT1�41N�,.INE" 6Ie Jai. 5l=...) O 2" O.C, «O U6 UJ/ °�1"fl�� aIe LS. 1�.�, UJ/ BUTT JJELDE� CF105��UIREe T Ul-�A INTfi��r'ALS. �' 4hll� 10' l�ENTI�5 AV�lfL�L. >�E UeE� TO TIS FI"�T�5U� CORNING l�>455 LOG F)AN>=5 INTO ir�E ,.�U�OUND INS F�RAi 1El�JC�I�. lU�4EN �:I�ANINEI_S E NO�°° 1.le 1=O�ED 1=Oi'l 20 AU i�i`FC.�ATDg TNN ALV4NIZED STEL efil�;�, FANL NCl� 4fRE �r°�IJ�. IN 13ia� �� l.Uf�'TPS X 2�11 �.ENCT�4a. 193 P� � x��NeIai� &TIF& (c�TTO�-I). � O W�IT FOLi'ET�d'r'-1�N ARE IN5T� ,4T T� 4�EA� ,�N 4,! 4!> THE Srl�5 ���.,4�E �fiOT� 4T TI�e �c�INT� TO TIS L.w455 LOC+ 4Ni� ALLOW TIS FANEL TO EX�',�NJ� 4 CONT�ACT FfR�FE1� r . FOR �ITAL CHANNEL OfR CHA�-� CNSTiUGTION, F� �CF>4N5IC�N eTII�'& 4 4V>�IL>45LE 3%' T�4fc�i�, X �-° WIDE ;C 2��n INSTALLATION NOTES: �.C�N��e FOfR �ANJ� ANCd�O CON6fi}�UT`1C�N, aT�. �" WID�. 67IF 1, THROUGHOU-i� INSTALLATION, KEEP THE WINDOW JAMBS ,�, EA-SIL'T' CUT TO 3° U.�IT�, FO 37/o" �IS �Li., PLUMB AND SQUARE, KEEP HEAD ANS SILL LE:VEt_. AND SQUARE. >�N� �'0 2I/4" LJ�TN, FOR a'/a" ,`TNINI�INE" ES LCL METAL rK C, MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. - .2. CONSTANTLY. CI_.IECK WIDTH AT MEETING RAILS (i.e. DOUBLE ' HUNGS) TO AVOID "BOWED OUT" INSTAL -.CATION. 3. APPLY GENEROUS BEAD OF CAULK AL_.ONG INTERIOR SURFACE GLASS BLOCK DETAILS OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW. INTO SCALE: N.T.S. OPENING. 4, PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO CHIMNEY HEIGHT 24" ROOFUNDERLAYMENTPEBFBCR905.2.7 SHAMS. CENTER TI--iE WINDOW IN THE OPF_NING ALL._OWING A 1 /4" _ ABOVE ROOF WITHIN 10' CDX PLYWOOD OR O.B.S. GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH. SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE PRE -FAB CAP LATH AND STUCCO REMOVED. OVER CHIMNEY "J" METAL FLASHING 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE HCDPL/RTYP. 4x5 BASE FLASHING WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A ROOF COVERING PER PLAN 718" STUCCO OVER PAPER 15132" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE BACK WIRE MESH U.N.O. 1/2 .PLYWOOD EXT R. SHEATHING PITCH) SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS N01 ALL AROUND NAILED 8d@6&12 GALV.L-FLASHING ROOF UNDERLAYMENTPER FBC8905.2.7 USED, WOOD BASED. EXTERIOR 2x's @ 24" O.C. W/ HUGHES MP35 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. SHEATHING -OSB ------ ATTACHED TOSHEATHING WHEN 8. INSULATE AROUND PERIMETER WITH .BATT TYPE INSUAL.TION. "-�--_ GREATER THAN 24"x24". DO NOT .USE EXPANDABLE FOAM, 15# FELT DRAINAGE PLANE THE USE OF EXPANDABLE FOAM WII_.l_ VOID WARRANTY. � 2x4 BLOCKING 2x4 BLOCKING 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR S1 -ONE, 7/8" NOMINAL STUCCO ALLOW -1/4" .GAP AT SILL BETWEEN STRUCTURE AND ,WINDOW. THICKNESS TRUSS @ 24" O.C. THEN, CAULK THIS GAP. 10: CAULK GAP; BETWEEN INSTALLED WINDOW EXTERIOR PAPERBACK LATHROSS @ 24" O.C. _.. ..- .� PERIMETER AND J -CHANNEL (OR BR -ICK OR OTHER .EXTERIOR - '7"`--•- i \ ,, �, � ,. FINISHING MATERIAL WHICH SURROUNDS WINDOW). PEEL AND STICK TAPE ROOF COVERING PER PLAN / FLASHING. SEQUENCING. DRAINAGE PLANE OVERLAP CONTROL BEAD ROOF UNgERLAYMENT PER FLASHING AND MEMBRANE STRAP OVER WOOD � -- - 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING FIRE BLACKING 2x4 BLOCKING FBCR905.2.7 OVER ALL OF ROUGH OPENING. FRAME / MASONRY CONNECTION. 2. SET WINDOW UNIT. AROUNDIFLUELOINERG ROOF SHEATHING 6"MIN. LAP ON METAL 3. APPLY 2ND BOTTOM PIECE C)h SELF--ADHESIVE TYPE I 2x4 #2 SPF OR #3 FLASHING OVER NAILING FIN AND BLDG PAPER. METAL OR PLASTIC I ' SYP STUDS @16" D.C. 4. APPLY SIDE STRIPS OF SELF. -ADI- -1ESIVE TYPE FLASHING. EXPANSION JOINT I 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING). NOTE:_ -- 1/2" NOMINAL SELF---ADI-�LSIVE TYPE FLASHING IS A GENERIC TERM. CEMENTITIOUS FINISH SEC SPECIFICATIONS FOR MATERIAL TO BE USED. / MANTLE ,, ;, I T ANT: MEMBRANE STRIP COVERING WOOD FRAME © N INTERSECTION UNDER EXPANSION JOIN EQU%L IT IS THIS RESPONSIBILITY OF THE OWNER OR BUILDER TO � TO PROTECTO WRAP BT-20XL-9"WIDE. TO Z SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND EXTEND 2" BELOW THE CMU BUILDING CODES. PRE -FAB FIRE BOX. DAMPER,� n� DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE 18'' NON-COMBUSTABLE � � .MATERIAL FOR HEARTH 11 1 1 1 SYSTEM. WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED 0 L s �10 MURIATIC ACID. �..._. _ ILL .FOUNDATION DO NOT LAY WINDOWS FLAT OR STORE 1N SUN BEFORE � INSTAL -LING ALL WARRANTIES NULL AND VOID IF ANY VE;RI1CAL HOLES ARE PUT INTO WINDOW SILL. AREA OF ANY WINDOW. •y O •z Q;w VALLEY RAFTER � Z SCALE: 3 i = V-0 /msllll� 2WIND`OW F vi 0 Li a o� a � o 4 z z z m 0 a a o o o z -n co w m Ll � Ll 0 z w 0 o r- 0 O CV M U (D_j to u" Cfl C > •I (o N O .•. ) CI`p E:`.. T_�= cu o0 <C t1. u- �a �w �Z vg Lu 0 W u N fv i... E O M ^^ f0 i fo O = (n W 1 �}�' a Ln (V N N U N O J cr V) (A CO M r -i N ) N fnO Ln O ca C C LL v O .(n d �' Gj �' N C) C Q Lu Ln 0 Q_ N � ISSUE DATE 12/01/2017 REVISIONS c PROJECT: 17-0324 SCALE: AS NOTED_ _- DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS _ D1 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEETS FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. i 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAYBE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF, IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND.'', HAVE HEAD JOINTS WHICH FALL WIN 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"-1-1/811, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL, WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6' UNO. 3. SUBMIT SHOP DWGS I INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, �,�u,,y�.�.,.�.� �W,V,U"A .GENERAL .NOTES ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN FOUNDATIONS VALUES AS FOLLOWS: a COLUMNS BEAMS STUD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Win U.N.O. MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM U BEARING CAPACITY 2000 PSF Fb = 2650 Fb = 3000 Fb = 2200 TERMITE TREATMENT Ft =1650 Ft =1700 Ft =1500 CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. Fc ll= 3000 Fc 11= 3000 Fc 11= 2100 THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE Fc 1= 450 Fc j = 900 Fc = 450 PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT Fv = 285 Fv = 285 Fv ='l 50 (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS W ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONSUMER SERVICES. CONDITION U.N.O. u. CEILING CONSTRUCTION CAST IN PLACE CONCRETE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. GUARDRAILS IN -FILL COMPONENTS = 50 PSF 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE ASTM A-615 GRADE 60 CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND UNDER STAIR PROTECTION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN, 12 BAR DIAMETERS (EXCLUDING 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH AT EACH END SHALL BE PROVIDED. (12.7MM) GYPSUM BOARD. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, CENTER TO UPPER 1/3 OF THE SLAB. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BOLTS AND THREADED RODS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF MINIMUM G50 ZINC COATING HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE 3(FOR ALL 0 L OT ERCOMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN PRESERVATIVE WOOD TREATER. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES MASONRY WALL CONSTRUCTION OF PRESSURE TREATED WOOD. S PREFABRICATED WOOD TRUSSES 1. HOLLOW TOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR PSI (fm = 1900 PSI) SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE AND STRUCTURAL PLANS FOR MORE INFO. 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEETS FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. i 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAYBE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF, IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND.'', HAVE HEAD JOINTS WHICH FALL WIN 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"-1-1/811, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL, WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6' UNO. 3. SUBMIT SHOP DWGS I INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, I I INDEX OF DRAWINGS 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. LLi N a 00 to z z U SHEET SHEET TITLE D 0 BOTTOM CHORD: DL = 5 PSF CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. Y LL. SIC � m STRUCTURAL NOTES CONSOLIDATION, W 0 FLOOR DESIGN DEAD LOADS: - 22.9 A) FLOORS = 15 PSF B)BALCONIES = 15 PSF A) u. S1A FOUNDATION PLAN ATTIC WITHOUT STORAGE = 10 PSF ° = ATTIC WITH LIMITED STORAGE - 20 PSF STRUCTURAL WOOD FRAMING MEMBERS. (LE. BLOCKING OR GABLE END BRACING), GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED GUARDRAILS IN -FILL COMPONENTS = 50 PSF S2A DOWEL PLACEMENT PLAN LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) O 0 CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. S3 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL FOUNDATION DETAILS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER O AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY 12d TOENAILS EACH END. a S4A LINTEL PLAN MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND w EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI -133 SECTIONS 1, 2 AND 3 BY OTHERS. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. S5A ROOF FRAMING PLAN CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL O J HOLES OVER 1" IN FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST HSS2 STUD SHOES, TYP U.N.O. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD: J S6 TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD NOTES & CONNECTOR LEGEND TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. Q H SD1 TABLE WITHIN BCSI-B3), GENERAL DETAILS -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d S TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND IS TO BE PRESSURE TREATED. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR W SD2 GENERAL DETAILS WOODEN TOP PLATES. J o. O SD3 GENERAL DETAILS o SD4 GENERAL DETAILS z W F -- a 2 ° MASTER UPDATES rn z NUMBER DATE DESCRIPTION INTIALS o a 1 3/21/2017 CREATED ELEV A, B, C, A W/ BONUS, B W/ BONUS, & C W/ BONUS HG w 2 8/31/2017 CREATED ELEV A, B, C, AND A, B, C W/ BONUS W/TRAY OPT. HG U 3 11/30/2017 CREATED ELEV A, WITH OPT. TRAY AS PER LOT WP -230 MR I I U N 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. LLi N a 00 to z z U o D Q BOTTOM CHORD: DL = 5 PSF CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. Y Qo A) FLOORS = 40 PSF B) BALCONIES -60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) � m J U U 0 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL TRUSS DESIGN LOADS: LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO TOP CHORD: Lr = 16 PSF CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. DL = 7 PSF (SHINGLE TYPE ROOF COVER) t„)�3a DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) o DL = 14 PSF (TRUSS OVERBUILD) � BOTTOM CHORD: DL = 5 PSF CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. Y 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ A) FLOORS = 40 PSF B) BALCONIES -60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) O C) DECKS = 40 PSF D) STAIRS = 40 PSF CONSOLIDATION, $ 0 FLOOR DESIGN DEAD LOADS: - 22.9 A) FLOORS = 15 PSF B)BALCONIES = 15 PSF A) 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN GENERAL LOADING: SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO FASTENERS, LOAD, AND TOLERANCES. LL 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY p o4 WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. z U FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR TRUSS ENGINEER OF RECORD 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD POSITIONERS IN MIDDLE OF WALL 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). U0 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30' U.N.O. LATEST EDITION OF ANSI TPI 1. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. p z Q m 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS J w COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND MANUFACTURER UNLESS NOTED ON PLANS 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL TRUSS DESIGN LOADS: LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO TOP CHORD: Lr = 16 PSF CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. DL = 7 PSF (SHINGLE TYPE ROOF COVER) 12, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR DL = 14 PSF (TRUSS OVERBUILD) 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO BOTTOM CHORD: DL = 5 PSF CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. MINIMUM FLOOR DESIGN LIVE LOADS: 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ A) FLOORS = 40 PSF B) BALCONIES -60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE C) DECKS = 40 PSF D) STAIRS = 40 PSF CONSOLIDATION, E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WOOD CONSTRUCTION FLOOR DESIGN DEAD LOADS: - 22.9 A) FLOORS = 15 PSF B)BALCONIES = 15 PSF A) 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN GENERAL LOADING: SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) ATTIC WITHOUT STORAGE = 10 PSF 2. ALL EXTERIOR WOOD STUD WALLS BEARING WALLS. SHEAR WALLS AND MISC. L 0 = ATTIC WITH LIMITED STORAGE - 20 PSF STRUCTURAL WOOD FRAMING MEMBERS. (LE. BLOCKING OR GABLE END BRACING), GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED GUARDRAILS IN -FILL COMPONENTS = 50 PSF REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY 12d TOENAILS EACH END. DURABLE OR PRESERVATIVE -TREATED WOOD. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT, TO EA. TRUSS 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI -133 SECTIONS 1, 2 AND 3 BY OTHERS. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS HOLES OVER 1" IN FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST HSS2 STUD SHOES, TYP U.N.O. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD: 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD AS INDICATED ON TRUSS SHOP DRAWINGS &SCSI -B3. ("T" BRACING MAY BE USED I.L.O. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED GALVANIZED OR TABLE WITHIN BCSI-B3), STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND IS TO BE PRESSURE TREATED. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOODEN TOP PLATES. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA4� �5 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 (-) 26.4 50 (+) 19.0 (+) 19.0. (- 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 -) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" + 4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ql 5 5 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 OR ATTACHMENT SPECIFICATIONS LU U Z z 0� o L.La W U U E Q ca„rO(0 rv-rn S z O (DU r LU E ZQ0>� JUF-fro 0 a Jn OWVM (� Z`t°�Z ° z �/ oxzw E o LL OQ=wQo Q QX<WJa O Z 0 LoM z O� LU ° UJU z Q w I-- -` X W H _ �Q wz Q M zw N 0 Z O LU LU 00 U)V W CO w a �' LV �I N �z J 0 W W. w ,,� w cnW �O Q a `n Q Z o000 W z w 00 � c -Z LU F- m CL Q. N BLDG DESIGN: -- STRUCTURAL ENG: MCD �`�w�`GJ s®®��,••• ���/��<��� DRAFTING: --- -DESIGN: -STRUCT MB QC CHECK: CC aC A U JOB No. PSQ-2172000 11% SCALE: AS INDICATED DATE: 12/01/17 011 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. 45'-0" 13'-4" 17'-0" 14'4' a zo to SYMBOLS LEGEND FOUNDATION NOTES: w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 0 [] CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) LAPPED MIN. 6" AND SEALED. _ 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6XW1.4xW1.4 WELDED WIRE MESH OO 0 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 PLACED AT MID DEPTH ON 6 MIL: VAPOR BARRIER ON COMPACTED FILL 11- CONT. FTG. TO TIE BEAM. (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR W EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. W 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM O ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LAP SPLICES SHALL BE NO LESS THAN 30". O GRADE 60 #5 CONT. FT.G TO TIE BEAM. (D4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. n- 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O Z THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR � O USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY F_ [L COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE � W AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION CI- W INSTRUCTIONS. M C) 9. NO WOOD STAKES PERMITTED IN FOUNDATION. U > 0 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED d LU DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED M W 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS W tV AND LAP SPLICE. SEE DTL MF09 AND MF10 ON 53 FOR STANDARD acD FOOTING STEP DOWN AND CORNER INFORMATION. _ ```o�oitlllLili/���T_ 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE����5 .°••"'°1• �I//� pis cA Z° SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH O`.�* '•. 2 �a Z U PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ZC 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER OQ COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS co r ;V o ¢ ° O �Q _�ILL FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �6- �.�w: Z CL' � Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL O fid, •.• �.• Q O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ��°O°••°°•° �C°� L FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. LLal- Lipp ��% SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS U DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). U o THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 Q oo f' b 6�r�� co N PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO o DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE W �' o 0 STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND ly, FOOTING SIZES PENDING DEPTH OF STEMWALL. O o 4 U �S1Gt F- Z v44��9 FOOTING SCHEDULE U O$ _ o 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. j Q m 1� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. W BARS & 3" MIN. COVER TO EDGE OF CONC, _ F- 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. &MIN I=- 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" y BARS & 3" MIN. COVER TO EDGE OF CQNC. SIDE 6" O.C. W 24"44"x12" dp w/ #5's EQUALLY SPACED EA. U O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. Q Z Z BARS & 3 MIN. COVER TO EDGE OF CONC. S2 w 2$"x28"x12" dp w/ #5'S EQUALLY SPACED EA. (0 W r 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. OU V �_ O BARS & 3" MIN. COVER TO EDGE OF CONC. U _j �' (a r E 30"x30"x12" dp w/ #5's EQUALLY SPACED EA, Z- N r 2:5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. W Z BARS & 3" MIN. COVER TO EDGE OF CONC. W Z Q � COOZ U. N 32"42"x12" dp w/ #5's EQUALLY SPACED EA. © O J C5 I- �: o 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q. DO ow:sb BARS & 3" MIN. COVER TO EDGE OF CONC. U co R O < .. o ' 36"X36"x12" dp w/ #5's EQUALLY SPACED EA. Z O Z O w Y ZO E O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Q U `[ Q d 42"x42"x12" dp wl #5's EQUALLY SPACED EA. 00 0 � 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. ZZ M BARS & 3" MIN. COVER TO EDGE OF CONC. Z O 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. 3'.W 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. W BARS & 3" MIN: COVER TO EDGE OF CONC. I_ O 48"x48"x12" dp wl#5's EQUALLY SPACED EA. ---dp ir- L L O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CQNC.H LJJ �.•••�� 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. N W 8> A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. _ BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"44" dp wl #5's EQUALLY SPACED EA. O -,-i 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. ►_ < BARS & 3" MIN. COVER TO EDGE OF CONC. W Z Q M 52"42"x12" dp w/ #5's EQUALLY SPACED EA. Z LU 04 8> .3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN ' MIN (7) # 5 E.W. C5 Q li" p BARS & 3" MIN. COVER TO EDGE OF CQNC. WWW 54"4"x`16"x5dp w/#5's EQUALLY SPACED EA. <8> ,5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. U) It Q BARS & 3" MIN, COVER TO EDGE OF CONC. W N W W >" 54"44"44" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U 0 (j W W BARS & 3" MIN. COVER TO EDGE OF CONC. : �_ _ m (/) 60"x60"x16" dp w/#5's EQUALLY SPACED EA. W pQ LU 5� WAY MIN. 2"' HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U j W W z � BARS & 3" MIN. COVER TO EDGE OF CONC. ¢ Q CL 66"x66"x16" dp w/#5's EQUALLY SPACED EA.W = 0 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. Z D CY BARS & 3" MIN, COVER TO EDGE OF CONC. 111 0 V coQ L1J Q Uj Z --) �e Z :_ F- M 0- a. N BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: - STRUCT: MB QC CHECK`. CC JOB No. PSQ-2172000 " SCALE:_ - AS INDICATED 25'-8" 1'-8" 16"-0" 45'-0" FOUNDATION PLAN DATE: 12,01,17 7r 1/411=11-011 SlA TING DESIGN OF WMR &ASSOCIATES LLC is strictly prohibited. HT MCD 2015: The information contained in this document Is copyrighted and Is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUL & y p 61 I I i I I � I I I 17'-0" 1'-4" 3'-8" 4'-8" 3'-8" 114" SYMBOLS LEGEND w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 Q Q 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. W H 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. �► INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. O GRADE 60 #5 CONT. FT.G TO TIE BEAM. (n O CSL W (1) #5 HORIZONTAL TIE — 0 AT TOP, BOTTOM AND z AT 24"o,c, VERTICALLYo Q (� BETWEEN COLUMN AND MAIN HOUSE CMU (1) CONT. #5 W FROM TIE BEAM TO FOOTING o- W (1) #5 D - HORIZONTAL LAP V TIE AT TOP, SPLICE, 0 BOTTOM AND MIN. QAT 24"o.c. OF 25" 4W Q FILLED CELL VERTICALLY W BETWEEN COLUMN AND `®�rtn`rur�si'��i Uj N MAIN HOUSE A CMU U ``��``5r®��* �e���,���y oc o ° ��, •. .0 e +� 2u� PLAN VIEW �,� co FZUll L, _= _ • Z�� J 0 N ZQ � SECTION VIEVV�p� dy•°..I*"�V� N<0 D_ 'is/ls�rrik m LL rMM'NO� TYPICAL MASONRY COLUMN TIE IN 'PRo re %`` 3/4" 1'-0" % l y U ° o •• W O o C 0 0 0 E 0 I— ,fi4 J Q W Z H H Z CL z O F V/W Lu P U T' C U Z 0 40 E O� CO P" © (2)WZ�M,"'9�- Z<CO_j�� W WJ w U H 0 c c CL W =cpi��p��r c�a (D z 03: ui o Z � QzOWQO Q J V < Q X J CL U_ U' O O. Z Z CO r �O0O W Z v7 uJ Q zW M Q N (D a Z F—Fn o co UJ 0 O W >=Z W 0 W J 80 0WW U) Uj W Z � 4 d o. W � o°v�Q= LU E5 W p _.)� z _�aCc I -ma CL C4 BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN • • • STRUCT: _-- MB -- QC CHECK: CC 16'-0" 1'-8" JOB No. PSQ-2172000 SCALE:AS INDICATED DOWEL PLACEMENT PLAN DATE: 12/01/17 1/4"=11-0#1 S2A rt 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. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property , w v o 0 U. LU (1) #5 FROM FTG. TO (1) #5 FROM FTG, TO MASONRY WALL IF BEARING WALL HOLD BRIG WALL BACK _ BOND BEAM IN FULLY BONA BEAM IN FULLY ABOVE WALL SO GYP FINISH IS 2x BRG WALL PER fLL — " �,�' SEE PLAN PLAN AND BEARING GROUTED CELL. GROUTED CELL.. ANCHOR TO HAVE MIN. FLUSH W/ O SPLICE TO BE MIN. 30 W #5 BARS @TOP SPLICE TO BE MIN. 30 (2) #5 BARS TOP WALL SCHEDULE " 7" EMBEDMENT BELOW FOUNDATION BELOW MASONRY WALL WHEN MONO DEPTH �t WHEN MONO DEPTH - MIN 5" �. EXCEEDS 26". IF to M CONC. SLAB PER LOWEST STEP OF I O EXCEEDS 26 . IF CONC. SLAB PER SEE PLAN w " t FOUNDATION PLAN CURB _ FOUNDATION PLAN DEPTH IS LESS THAN > o� DEPTH IS LESS THAN �r CONCRETE SLAB PER 26", THESE BARS ARE CONCRETE BLAB PER > t� (1) #5 CONT. V11/ 1-1/2" w c, NOT REQUIRED � 26" THESE BARS ARE � COVER TYP.. Z � " ¢ I a FOUNDATION PLAN 'A FOUNDATION PLAN g NOT REQUIRED ¢ > 2x P.T. BASE PLATE t w CONCRETE SLAB PER w > VARIES a Q FOUNDATION PLAN LU as #3 STIRRUPS @ > SEE PLAN Q 48" O.C. WHEN q ' a q I- ---•. - d° . . 4. Ap a MONO DEPTH •Q° 4 . ,p, A , oo dp e ' t a d.. ° J Z _ _ ° d GRADE #3 STIRRUPS @ : — — ° GRADE Z .' ° - — ° ° �' p '' Q . Q I I I '. Q r e 4. —I 4.. —^ d q ° I I`p I �— < O EXCEEDS 26 , IF _ ,; _ tPp p — I =- o q. ° d ' . DEPTH IS LESStl. — 48 O.C. WHEN °p I 4 ..t" _— p r I I p ' q ..a A' Z_ Imo— — N — _ z_' 1 „ —IM z , MONO DEPTH — I I I z oo b i I = = I bo — — _I(—III = ' —I (=1 I iL THAN 26 _ III= _' '� — — ° I—I _, _I 41f, I L— I- -I _= : tl III=1 I I— —I I = a THESE BARS T 4 Q I = I M EXCEEDS 26 , IF = = I e Q I — M ——Qd p _ ARE NOT REQ'D 00 I _ DEPTHISLESS oo_I•..— — 1 —'' `" THAN 26" _ _ _. I I III W I II I I I I _ _ I = THESE BARS __— — (1) #5 BAR CONT. I — — I —III ) I (i 1811 W(2) #5 BARS CONT. ,I=I __—W/ 3 COVER TYP. I 1 18, I 16ft 4,. ,,IARE NOT REQ D II 11 =1 I CLEAN COMPACTED © W/ 3 COVER TYP. CLEAN COMPACTED (2) #5 BARS CONT. FILL @ 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. W/p8" 1'-4" FILL @ 95% STANDARD W/ 3" COVER TYP. 8" 1'-4" DENSITY FILL @ 95%STANDARD 3" COVER TYP. 6 8 10LU DENSITY DENSITY (2) #5 BARS CONT. W/ C ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO FILL @ 95% STANDARD FILL @ 95% STANDARD w �rltuirrrr WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 1- %%% �/0� N GRADE AND 1-1/2" CLEAR TO „ GRADE AND 1-1/2" CLEAR TO SHALL 1'-4" WIDE W/ 3 #5 BARS DENSITY DENSITY o- s��� it �/ i��� N SHALL BE 1 -4 WIDE W/(3) #5 BARS O WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 5 ®eeesee J� /' Uj ANY FACE EXPOSED TO ANY FACE EXPOSED TO „ ti� '••e tij �� SHALL BE 1-8 WIDE W/(3) #5 BARS SHALL BE 1-8 WIDE W/ 3 #5 BARS .`► • •. � � a 00 WEATHER WEATHER O O U r U_ 2� = Z o F0 TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING AFON�NON-BEARING SLAB STEP DOWN AFO'�DOUBLE STEP FOOTING A`F�0BEARING SLAB STEP DOWN n iw ¢ = z �_ '' Z �•®• •.• 5Z= O4'-0 =1'0-0 -0 " 03/4"=1 3/4=1 3/4=1 34=1-0 J O Q W <C v CL 'III III00 m LL LU Vo v (o U 2x BRIG WALL PER (1) #5 FROM FTG. TO PLAN AND BEARING TIE BEAM SPLICE TO 7 WALL SCHEDULE BE MIN. 30" GROUT CELL SOLID 2x P,T. BASE PLATEtSEE PLAN FOR CLEAN COMPACTED t SHOWER SIZE FILL @ 95% STANDARD t DENSIT�j Y CONC. SLAB PER t CONC. SLAB PER 8"x12" THICKENED .' U) a O A t FOUNDATION PLAN I z FOUNDATION PLAN OPTIONAL CURB BY SLAB W/ (1) #5 CONT. a w BUILDER W/ 3" COVER TYP. #5 CONT. _ z O A A t REINFORCEMENT SEE _ • ' •. I ,•A ,. •' ,' CONC. SLAB PER w L, ° °A °q e . t 'q. ' • .... � Z ter• � .r. � .� r•. �. w d�' .' ° ' 4 41 ti A • ,, ..: GRADE P ' • Q , w o Q FOUNDATION PLAN I— a A.. %'' II . , •. FOUNDATION PLAN a •...• > a' A. e•er �'�a� .� �,r.r w A, t — A','' I — _ _ a e..• o t. A ° e' cn p ° �' t q A.1 FOR QUANTITY a t' w I=1 I I III • • , .,''•. .: •' .=1 — _ _ - - Z — —_ —_ __ _ �=1 I I-1 I I-1 I I— = ITI I 1 I 1=1 I t — a...'..b off.PC1� -1 I L�� I___I I I I III I I : t �" �.� a .. _ _ _ a.. ' _ eQ . A I_ �.._ :.. A Z _ ISI-1�1—III ISI ISI .' •.e; ,lll—lel_ tQ :..°. -- — "1 .. _ a .. I I (—I I �• a ' 90 -DEGREE HOOK „J Z 1=1 I I GRADE III III_ a BARS AT CORNER, OR (� c� LI 1—III I - — I' a d I - _ „- " I —I I- _ I I---� Q . b er° . • A q 4 , .. a t..t _ III —I I _I 11= I I=1 I I III=I I 4 —I Ii, l I—I I I� -I 11— I I 1—� I ` �'� VERIFY PLAN DETAILS Q.' ° •' Q ° a.. 1; BEND CONTINUOUS #5 O Q V _ I —1�1 t ° e. _—_ $ I I$ I I —III- w w BARS AROUND U LU 1z w — — Q p FOR REQUIRED #5 A. A Q © J — Q III—III III—III—I i (I 1= - I I—I I I� ' -1' L� __— - I I. w A ... . a 111= CONT. BARS. MAINTAIN ° a t: (2) #5 BARS CONT. W/ _ " _ _ ° e ° q t ' CORNER. LAP REBAR aC m — �? 1— - (2) #5 BARS @TOP LI I I=1 I —1 I 1=1 I ISI _— — — — I _I 3" COVER TYP. `"% am. am Inom =.I """,'*"°"' � PER DETAIL MD08 ON °� p � � rn 3" COVER TYP. 8,. , 8.1 8.1 8.1 =�1 -'. -a..� • III—I) I -- WMEN MONO DEPTH I—III—I I —1 Z W Z : M �. I _—I .q . Q' � ,w...� � ...., _ _ LINTEL PLAN U w D EXCEEDS 26". IF I I I I .� I p. ' e dA a Q Q Z F- Z> J oo .._� —1$ MIN.—' -- 16 MIN. DEPTH IS LESS THAN -I (I—II -IM w Q O J co om 26", THESE BARS ARE VERIFY PLAN DETAILS I I 1—I I I�I I I�I I I— BEND EACH CONT. #5 n0. Z J p F p >- o 8 #3 STIRRUPS 48" FOR REQUIRED #5 � ua N O cc @ NOT REQUIRED OR INSTALL #5 HOOK ¢ p �'`�iu� O.C. WHEN MONO 3" OCOVERi TYP. MAINTAIN V � o = O w Z DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3" COVER TYP. FILL @ 95% STANDARD BARS FOR EACH CONT. Z O z I— W O SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER D 0 ¢ w � ARE NOT REQ'D DETAIL MD08 ON 0 _ LINTEL PLAN I— � 0." AFO_�\FOOTING AT INTERIOR BEARING AF0 FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) z o 3/4"=1'-0" 3/4"=1'-0" " "3/4"=11_01f 3/4"=1'-03/4"=1'-0LU w H I__ D C] F- 0 8" C.M.U. FINISH PER 8" CMU - Q F— U. .. ELEV. FINISH PER ELEV. Cl) W FINISH FLOOR CONC. SLAB PER _ FOUNDATIONPLAN zFINISH FLOOR 'S PENETRATING PIPE p J _ , ,, . • ..Ati..... MAX. 4" • A p PENETRATING p H M #5 LOOP TIE (TYP.) 'A. ., - PIPE. MAX 4 w z Q ,' .' ''. ' .. - a GRADE WOOD POST PER PLAN Z w N W FILLED CELL PER PLAN, z �. ': ;� REFER TO - FOR SIZE AND BASE O H O Uj ® g •.. .. + ?`a . FOUNDATION PLAN -- CONNECTION w0 NOTE: AT FRENCH _z:... FOR CONT. ~ .,I DOOR LOCATIONS. _ _ 4 �n PVC SLEEVE MAX _ _—i t- V% 4 _ FOUNDATION TOP COURSE TO BE W W CONTRACTOR TO M - INFORMATION 6" DIAMETER - .I :.,r TI I 1 CHAIR BLOCKS. w co .� VERIFY WITH DOOR GARAGE ENTIRE BASE TO BE = Z W . SLOPE ev FOOTING PER PLAN ih 4•qe' 44 FOOTING PER PLAN FILLED SOLID Z "j � MANUF. FOR ,Me I— SEE ELEVATION U O O W W _ J I I I I CMU BASE IN/ (1) #5 M H i� REQUIRED RECESS —I I=� I �- CLEAN COMPACTED VERTICAL @ EA. o O Q W THRESHOLD PER MFR'S. PVC SLEEVE Ln FILL @ 95% STANDARD I- w W SPECIFICATIONS TOP VIEW @ CORNER (FRONT VIEW) MAX 6" DIA. CORNER. SEE PLAN cn z a '41(SIDE VIEW) DENSITY FOR BASE SIZE; BARSv.% Q 4 THRESHOLD PER CONC. SLAB PER TO TIE INTO EXT. FTG. .1. .1, �4. H � _ MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT GARAGE WALL BY TIE IN OR EPDXY 4 ° z w O h ( Q FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN CONTACT EOR FOR ADDITIONAL REVIEW ,- „ CONNECTION �' Q' t p U Q SPECIFICATIONS BEYOND (2) #5 x 4'-0" BARS e ' m ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS I w z w ;� � CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE _ PENETRATION FOOTING PER MF08 :')11111 t:.Q 'a 4 .. ' • a t' w W "� Z v DRIVEWAY BY d4' , ° w �..�... CONC. SLAB PER' w THIS SHEET BEYOND . . d : w O Q� FOUNDATION PLAN w ,; BUILDER- CONCRETE _ _ ___ d ' • a a e pe' I w H m 4 _ a CONC. SLAB OR a W M OR PAVERS I=) I I ° I i I=� I I — a, . d Q� Q .. d — I t �. . °. BLDG DESIGN: --- _ a _ PAVERS PER PLAN PITCH 4 M —III—III _—III- I—I I. —1 = I I__I e ., :. _ _ a . •� A daA �_ _ _ A d A GRAD STRUCTURAL ENG: MCD SLOPE 1 I o a I ---III —� I — —I I �— _ v ' ••Q A. t'e°.Q, — DRAFTING: -- A ° \ ° _ .•� ; a. —1 I I—I— a I—I I -I I�-= —III ---III—I I �.. t 11-1 I ISI I I� -DESIGN: --- PER nooR MANUFACTURER SLOPE EXT. SURFACE -1 I --� _—I I =I—I f` CLEAN COMPACTED a = I I ,- Z — a I—I I— --_--- _ _ • 4 A. _ Z STRUCT: MB Ill I (- SEE FOUNDATION FOR OR GRADE 1/8" PER —III=1 I III=1 I_ I—`III FILL @ 95% STANDARD —) I I I—I _ =I I 1—' = a da' a _ REFER TO PAD SIZE — �, 4 Q : 4q 4 QC CHECK: CC FOOT AWAY FROM —III _I) =1 I I III— DENSITY I III _ _ FOUNDATION PLAN t ° I I it " T '4 4 ' L � '..e . ._._..._ BUILDING �, 8 x 8 THICKENED PIPE PARALLEL TO FND :L I ITI III—III— —III=I I I`FOR CONT. CLEAN COMPACTED I I • m �,,� � JOB No. PSQ-2172000 4 8 EDGE W/ (1) #5 CONT. SEE FDN. FILL @ 95% STANDARD I 1/2 FIBER EXPANSION W/ 3" COVER, TYP. �I I I I I PLAN FOR I I I I FOUNDATION DENSITY I I A I ( SCALE AS INDICATED AS REQUIRED INFORMATION I -- SIZE & REINF. ... DATE: 12/01/17 EXTERIOR DOOR POURED SILL fiFi�THICKENED EDGE @ GARAGE DOOR fiF1'�TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" S3 ,..,..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 NOTE TO CONTRACTOR:D Q ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY WI DETAILS FOR REQ'D VERIFY 1N/ DETAILS FOR REQ'D m � � _ ° FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS � ADJACENT MONO AND/OR STEM WALL Z FOUNDATIONS AS SPECIFIED THIS DETAIL. O 9�oq� MIN. 24" BEFORE w � Z ANOTHER STEP e A Qa °�,'t.. '' 4° ' UIn O Z o$ DENSIT�j Y CONC. SLAB PER t CONC. SLAB PER 8"x12" THICKENED .' U) a O A t FOUNDATION PLAN I z FOUNDATION PLAN OPTIONAL CURB BY SLAB W/ (1) #5 CONT. a w BUILDER W/ 3" COVER TYP. #5 CONT. _ z O A A t REINFORCEMENT SEE _ • ' •. I ,•A ,. •' ,' CONC. SLAB PER w L, ° °A °q e . t 'q. ' • .... � Z ter• � .r. � .� r•. �. w d�' .' ° ' 4 41 ti A • ,, ..: GRADE P ' • Q , w o Q FOUNDATION PLAN I— a A.. %'' II . , •. FOUNDATION PLAN a •...• > a' A. e•er �'�a� .� �,r.r w A, t — A','' I — _ _ a e..• o t. A ° e' cn p ° �' t q A.1 FOR QUANTITY a t' w I=1 I I III • • , .,''•. .: •' .=1 — _ _ - - Z — —_ —_ __ _ �=1 I I-1 I I-1 I I— = ITI I 1 I 1=1 I t — a...'..b off.PC1� -1 I L�� I___I I I I III I I : t �" �.� a .. _ _ _ a.. ' _ eQ . A I_ �.._ :.. A Z _ ISI-1�1—III ISI ISI .' •.e; ,lll—lel_ tQ :..°. -- — "1 .. _ a .. I I (—I I �• a ' 90 -DEGREE HOOK „J Z 1=1 I I GRADE III III_ a BARS AT CORNER, OR (� c� LI 1—III I - — I' a d I - _ „- " I —I I- _ I I---� Q . b er° . • A q 4 , .. a t..t _ III —I I _I 11= I I=1 I I III=I I 4 —I Ii, l I—I I I� -I 11— I I 1—� I ` �'� VERIFY PLAN DETAILS Q.' ° •' Q ° a.. 1; BEND CONTINUOUS #5 O Q V _ I —1�1 t ° e. _—_ $ I I$ I I —III- w w BARS AROUND U LU 1z w — — Q p FOR REQUIRED #5 A. A Q © J — Q III—III III—III—I i (I 1= - I I—I I I� ' -1' L� __— - I I. w A ... . a 111= CONT. BARS. MAINTAIN ° a t: (2) #5 BARS CONT. W/ _ " _ _ ° e ° q t ' CORNER. LAP REBAR aC m — �? 1— - (2) #5 BARS @TOP LI I I=1 I —1 I 1=1 I ISI _— — — — I _I 3" COVER TYP. `"% am. am Inom =.I """,'*"°"' � PER DETAIL MD08 ON °� p � � rn 3" COVER TYP. 8,. , 8.1 8.1 8.1 =�1 -'. -a..� • III—I) I -- WMEN MONO DEPTH I—III—I I —1 Z W Z : M �. I _—I .q . Q' � ,w...� � ...., _ _ LINTEL PLAN U w D EXCEEDS 26". IF I I I I .� I p. ' e dA a Q Q Z F- Z> J oo .._� —1$ MIN.—' -- 16 MIN. DEPTH IS LESS THAN -I (I—II -IM w Q O J co om 26", THESE BARS ARE VERIFY PLAN DETAILS I I 1—I I I�I I I�I I I— BEND EACH CONT. #5 n0. Z J p F p >- o 8 #3 STIRRUPS 48" FOR REQUIRED #5 � ua N O cc @ NOT REQUIRED OR INSTALL #5 HOOK ¢ p �'`�iu� O.C. WHEN MONO 3" OCOVERi TYP. MAINTAIN V � o = O w Z DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3" COVER TYP. FILL @ 95% STANDARD BARS FOR EACH CONT. Z O z I— W O SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER D 0 ¢ w � ARE NOT REQ'D DETAIL MD08 ON 0 _ LINTEL PLAN I— � 0." AFO_�\FOOTING AT INTERIOR BEARING AF0 FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) z o 3/4"=1'-0" 3/4"=1'-0" " "3/4"=11_01f 3/4"=1'-03/4"=1'-0LU w H I__ D C] F- 0 8" C.M.U. FINISH PER 8" CMU - Q F— U. .. ELEV. FINISH PER ELEV. Cl) W FINISH FLOOR CONC. SLAB PER _ FOUNDATIONPLAN zFINISH FLOOR 'S PENETRATING PIPE p J _ , ,, . • ..Ati..... MAX. 4" • A p PENETRATING p H M #5 LOOP TIE (TYP.) 'A. ., - PIPE. MAX 4 w z Q ,' .' ''. ' .. - a GRADE WOOD POST PER PLAN Z w N W FILLED CELL PER PLAN, z �. ': ;� REFER TO - FOR SIZE AND BASE O H O Uj ® g •.. .. + ?`a . FOUNDATION PLAN -- CONNECTION w0 NOTE: AT FRENCH _z:... FOR CONT. ~ .,I DOOR LOCATIONS. _ _ 4 �n PVC SLEEVE MAX _ _—i t- V% 4 _ FOUNDATION TOP COURSE TO BE W W CONTRACTOR TO M - INFORMATION 6" DIAMETER - .I :.,r TI I 1 CHAIR BLOCKS. w co .� VERIFY WITH DOOR GARAGE ENTIRE BASE TO BE = Z W . SLOPE ev FOOTING PER PLAN ih 4•qe' 44 FOOTING PER PLAN FILLED SOLID Z "j � MANUF. FOR ,Me I— SEE ELEVATION U O O W W _ J I I I I CMU BASE IN/ (1) #5 M H i� REQUIRED RECESS —I I=� I �- CLEAN COMPACTED VERTICAL @ EA. o O Q W THRESHOLD PER MFR'S. PVC SLEEVE Ln FILL @ 95% STANDARD I- w W SPECIFICATIONS TOP VIEW @ CORNER (FRONT VIEW) MAX 6" DIA. CORNER. SEE PLAN cn z a '41(SIDE VIEW) DENSITY FOR BASE SIZE; BARSv.% Q 4 THRESHOLD PER CONC. SLAB PER TO TIE INTO EXT. FTG. .1. .1, �4. H � _ MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT GARAGE WALL BY TIE IN OR EPDXY 4 ° z w O h ( Q FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN CONTACT EOR FOR ADDITIONAL REVIEW ,- „ CONNECTION �' Q' t p U Q SPECIFICATIONS BEYOND (2) #5 x 4'-0" BARS e ' m ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS I w z w ;� � CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE _ PENETRATION FOOTING PER MF08 :')11111 t:.Q 'a 4 .. ' • a t' w W "� Z v DRIVEWAY BY d4' , ° w �..�... CONC. SLAB PER' w THIS SHEET BEYOND . . d : w O Q� FOUNDATION PLAN w ,; BUILDER- CONCRETE _ _ ___ d ' • a a e pe' I w H m 4 _ a CONC. SLAB OR a W M OR PAVERS I=) I I ° I i I=� I I — a, . d Q� Q .. d — I t �. . °. BLDG DESIGN: --- _ a _ PAVERS PER PLAN PITCH 4 M —III—III _—III- I—I I. —1 = I I__I e ., :. _ _ a . •� A daA �_ _ _ A d A GRAD STRUCTURAL ENG: MCD SLOPE 1 I o a I ---III —� I — —I I �— _ v ' ••Q A. t'e°.Q, — DRAFTING: -- A ° \ ° _ .•� ; a. —1 I I—I— a I—I I -I I�-= —III ---III—I I �.. t 11-1 I ISI I I� -DESIGN: --- PER nooR MANUFACTURER SLOPE EXT. SURFACE -1 I --� _—I I =I—I f` CLEAN COMPACTED a = I I ,- Z — a I—I I— --_--- _ _ • 4 A. _ Z STRUCT: MB Ill I (- SEE FOUNDATION FOR OR GRADE 1/8" PER —III=1 I III=1 I_ I—`III FILL @ 95% STANDARD —) I I I—I _ =I I 1—' = a da' a _ REFER TO PAD SIZE — �, 4 Q : 4q 4 QC CHECK: CC FOOT AWAY FROM —III _I) =1 I I III— DENSITY I III _ _ FOUNDATION PLAN t ° I I it " T '4 4 ' L � '..e . ._._..._ BUILDING �, 8 x 8 THICKENED PIPE PARALLEL TO FND :L I ITI III—III— —III=I I I`FOR CONT. CLEAN COMPACTED I I • m �,,� � JOB No. PSQ-2172000 4 8 EDGE W/ (1) #5 CONT. SEE FDN. FILL @ 95% STANDARD I 1/2 FIBER EXPANSION W/ 3" COVER, TYP. �I I I I I PLAN FOR I I I I FOUNDATION DENSITY I I A I ( SCALE AS INDICATED AS REQUIRED INFORMATION I -- SIZE & REINF. ... DATE: 12/01/17 EXTERIOR DOOR POURED SILL fiFi�THICKENED EDGE @ GARAGE DOOR fiF1'�TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" S3 ,..,..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. (9 W a ;' �: •' ;.:''.':'. ... 8F16-1B/1T BOTTOM OF LINTEL CAVITY QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION... NOMINAL WIDTH . ° j ''°'i s/�11 * PaOFeseee Lr. u' � % O 8F8-0B/1T O a . NO -SHEAR WALLAT OPENING o o �0'�c, M C o � 8 � X514 z o 0� --� D TYPI CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR �� SYSTEM BEARING (MIN 3) _ 4� °— °° z n. -�•, . I ° a al ° ° a 4 ° ... • .I " AT CORNERS PRECAST U PROVIDE LINTEL W/ 3000 STANDARD #5 psi CONC. PER HOOK BAR. LAP LINTEL PLAN. IF OTHER BARS INTO REBAR 15 ' INDICATED IN CORNER AS REQ'D LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS ' °° °'' '° a '' <'' Q: ° . wwd n� , e--° -*- �- .�-- '- ' - ' *a^• ' . ' "' ° ° e4 ° a a ° ° BOTTOM STEEL IN LINTEL IF ° INDICATE -SHOULD HOOK INTO VERTICAL CELLS PER MD08 ,' °': ROUGH OPENING PER PLAN�.�. ° a ' a METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 ° . ° , °. 4 �:. _° ."�!' ° .� ° "' -"` - '- a ` ° e ° : ° ° ° 4 a —� W w ° I O ° a N o W ' ° g v O o °° Q A4. a ; : �; ', cL N O Z w I TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW1. IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR PRECAST LINTEL LOAD TABLE M THE FOLLOWING LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO:, LOTT'S CONCRETE, POWERS STEEL $F20-1B/1T GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, &POWERS STEEL J u., Q < 21/4 4114 = KNEEWALL ARCHITECTURAL PLANS 18 #4 21/2 z #5 REBAR AT BOTTOM OF LINTEL a 3 STANDARD LINTEL NOTES STANDARD LINTELS z 0 CL W V W d 31/8 7 113/4 25 33/4 OPENING U.N.O. 31.011 1 T-0" 3'-0" CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16.1 B / 8F16 -OB 8F24-1 B / 8F24 -OB 8F32-1 B / 8F32 -OB AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN 8" BEARING EA END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32"' HAS BEEN VERIFIED 70 WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WINDOW/DC)OR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THEtINTEL SUPPLIER SPECS, MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069 / 3069 6113/6113 8974 / 8974 10000 / 10000 2'-2" 17$3 3069 ! 3069 6113 / 5163 8974 / 8054 100001 10000 2'-811 1343 2693 / 2561 6113 / 2931 8974 / 5961 10000 / 8107 3'-2" 1217 2165/.1969 6113 / 2931 8672 / 4576 10000/6224 31-411 1006 1663/1349.5365/1999 7342/3123 10000 / 4249 41-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328 / 3470 51-211 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 T-011 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 81-011 354 726 / 699 1843 / 1625 34$6 /2255 6205/2885 91-211 315 618/535 1533/1247 2781/1946 4754 / 2489 10'-011 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 10 -$ 277 492/352 1254/1132 2193/1567 3552/2003. 111-211 255 471/352 1075/1075 183$71567 2883/2003WITH 1 1112-0 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 1_ " 12 8 0 369/261 1002/984 1697/1361 2630/1738 131-4110 328/0 1234/0 1779/0 2662/0 MATERIALS 1 11 O 292 /A 1160 / 0 1660 / 0 2439/0 (9 W 14.0 8"x8"x16"CMU U.N.O. 16'-0" 0 284/0 950/0 1379/0 1997/0 0 18'-011 0 211/0 750/0 1177/ 0 1676/0 1 fc PRECAST LINTELS = 3500 PSL INDICATES FILLED CELL FROM FTG: TO TIE 181_gll 0 142 / 0 598 / 0 1114 / 0 1468 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. > z 4 I BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE W cOn a . BEAMD0FOR LAP INFO. 20'-0" 0 180 / O 598/0 1024 / 0 1441 / 0 3. GROUTED PER ASTM C476 fg = 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 s aN OUT OPENING GROUT 110 In 450 / 0 824 / 0 1147/0 STRENGTH 1900 PSI a ;' �: •' ;.:''.':'. ... 8F16-1B/1T BOTTOM OF LINTEL CAVITY QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION... NOMINAL WIDTH . ° j ''°'i s/�11 * PaOFeseee Lr. u' � % O 8F8-0B/1T O a . NO -SHEAR WALLAT OPENING o o �0'�c, M C o � 8 � X514 z o 0� --� D TYPI AL SHEAR WA L SEGMENT 'A F 0 8F16-OB/1T A 0 $F20-1B/1T "0 8F20-06/17 a 21/4 4114 = KNEEWALL ARCHITECTURAL PLANS 18 #4 21/2 z #5 REBAR AT BOTTOM OF LINTEL a 3 55/8 121/2 24 d 31/8 14.0 8"x8"x16"CMU U.N.O. 16'-0" 0 284/0 950/0 1379/0 1997/0 0 18'-011 0 211/0 750/0 1177/ 0 1676/0 1 fc PRECAST LINTELS = 3500 PSL INDICATES FILLED CELL FROM FTG: TO TIE 181_gll 0 142 / 0 598 / 0 1114 / 0 1468 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. > z 4 I BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE W cOn a . BEAMD0FOR LAP INFO. 20'-0" 0 180 / O 598/0 1024 / 0 1441 / 0 3. GROUTED PER ASTM C476 fg = 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 s aN OUT OPENING GROUT 110 In 450 / 0 824 / 0 1147/0 STRENGTH 1900 PSI PROVIDE CLEA @ 22-8 0 - FILLED CELL AND REBAR (TYP). MORTAR RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ee�0�111111l/��N JOINTS SHOULD NOT BE CUT CLEAR OPENING 8R6-1B/8R6-OB 8814-1B/8R14-OB 8R22-1B/8R22-OB RELAXATION. 7/32 WIRE PER ASTM A510. `eccei 00a SEE FOUNDATION FOR FOOTING 2'-4" 1694/1694 , 3725/3280 5499/5421 a a A 21-8" 1425/1425 3343/3280 4933/4933SCHEDULE 31.011 1230/1230 2769/2769 4085 / 4085 LINTEL DESIGNATION ` o o.2v S: 2_ ci 1 ' 769 / 1716 4085 / 2839 F - FILLED WITH GROUT - =w -:.. =Q -� a ;' �: •' ;.:''.':'. ... 8F16-1B/1T BOTTOM OF LINTEL CAVITY QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION... NOMINAL WIDTH . ° j ''°'i s/�11 * PaOFeseee Lr. u' � % O 8F8-0B/1T O a . NO -SHEAR WALLAT OPENING o o �0'�c, M C o � 8 � X514 z o 0� --� D TYPI AL SHEAR WA L SEGMENT 'A F 0 8F16-OB/1T A 0 $F20-1B/1T "0 8F20-06/17 a 21/4 PROVIDE CLEA @ 22-8 0 - FILLED CELL AND REBAR (TYP). MORTAR RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ee�0�111111l/��N JOINTS SHOULD NOT BE CUT CLEAR OPENING 8R6-1B/8R6-OB 8814-1B/8R14-OB 8R22-1B/8R22-OB RELAXATION. 7/32 WIRE PER ASTM A510. `eccei 00a SEE FOUNDATION FOR FOOTING 2'-4" 1694/1694 , 3725/3280 5499/5421 a a A 21-8" 1425/1425 3343/3280 4933/4933SCHEDULE 31.011 1230/1230 2769/2769 4085 / 4085 LINTEL DESIGNATION ` o o.2v S: 2_ ci 1 ' 769 / 1716 4085 / 2839 F - FILLED WITH GROUT - =w -:.. =Q -� 3-4 1081 / 920 2 LINTEL • 41.411 846/833 2121/1716 3127/2839 MARK U = UNFILLED 00 Z ¢ REQUIREMENTS ; 51-411 664/572 1761/1761 2595/2595 R = RECESSED & FILLED WITH GROUT�O` Z (WX 61-411 526 / 434 1539/1539 1329/2267 8R6-OB/1T QUANTITY OF #5 REBAR @ i e ��+so�oso°' V� ems' ¢ 0 7'-4" 480/322 1334/1334 1964/1552 8'-4" 415 / 235 1152/1152 1694/1552 "DOTYPICAL MASONRY CONSTRUCTION 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER SCALE: 3/4" _ V -o'' 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED, WALL LEGEND SEE PLAN FOR TOP OF WALL AND LINTEL INFO .. . •, .. .:, ,:.'r•v •. •i : ..,. v... .. .1'.' '''• Y ..,,. ,...r4..•. • : R'.`.• '4. — 11 _ .. SEE DOWEL LAYOUT C� - 91 -4 T:O.M. =INTERIOR/EXTERIOR A..•' rr ,.,, f• .°' , :.,..+�'.:. BEARING WALL (OR LINTEL ` + ` PLAN FOR FILLED CELL a ;' �: •' ;.:''.':'. ... 8F16-1B/1T BOTTOM OF LINTEL CAVITY QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION... NOMINAL WIDTH . ° j ''°'i s/�11 * PaOFeseee Lr. u' � % O 8F8-0B/1T O 8814-1B/1T � Q V o o �0'�c, M C o � 8 � X514 z o 0� --� D O 8F16-1B/1T O 'A F 0 8F16-OB/1T 1-1/2" CLEAR I— Q (=_,7 °•; '�9 _ #5 REBAR AT TOP MIN. (1) REQ'D U d C.M.U. ¢ 0 $F20-1B/1T "0 8F20-06/17 15 21/4 4114 3-4 1081 / 920 2 LINTEL • 41.411 846/833 2121/1716 3127/2839 MARK U = UNFILLED 00 Z ¢ REQUIREMENTS ; 51-411 664/572 1761/1761 2595/2595 R = RECESSED & FILLED WITH GROUT�O` Z (WX 61-411 526 / 434 1539/1539 1329/2267 8R6-OB/1T QUANTITY OF #5 REBAR @ i e ��+so�oso°' V� ems' ¢ 0 7'-4" 480/322 1334/1334 1964/1552 8'-4" 415 / 235 1152/1152 1694/1552 "DOTYPICAL MASONRY CONSTRUCTION 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER SCALE: 3/4" _ V -o'' 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED, WALL LEGEND SEE PLAN FOR TOP OF WALL AND LINTEL INFO .. . •, .. .:, ,:.'r•v •. •i : ..,. v... .. .1'.' '''• Y ..,,. ,...r4..•. • : R'.`.• '4. — 11 _ .. SEE DOWEL LAYOUT C� - 91 -4 T:O.M. =INTERIOR/EXTERIOR A..•' rr ,.,, f• .°' , :.,..+�'.:. BEARING WALL (OR LINTEL ` + ` PLAN FOR FILLED CELL "' 'PER PLAN :. ;,.,....•.:r..{. ;' �: •' ;.:''.':'. ... 8F16-1B/1T BOTTOM OF LINTEL CAVITY QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION... NOMINAL WIDTH - ''°'i s/�11 * PaOFeseee Lr. u' � % O 8F8-0B/1T O 8814-1B/1T � Q V o o �0'�c, M C o � 8 � X514 z o 0� --� D O 8F16-1B/1T O 8R14-0B/1T F 0 8F16-OB/1T 1-1/2" CLEAR I— Q (=_,7 °•; '�9 _ #5 REBAR AT TOP MIN. (1) REQ'D U d C.M.U. ¢ 0 $F20-1B/1T "0 8F20-06/17 WF01/SD3 ' FRAME INFILL AROUND s SYP #2 P.T. HEADER TO MASONRY :. WINDOW BY BUILDER WALL W/ SIMPSON HU28-2 OR HUC28-2 8F24-OB/1T O M FILLED "'� i� N 8R30-1B/1T Z ' SEE WF01/SD2 FOR HANGER @ EA. END, USING (14)1/4" TAPCONS OR EQUAL INTO COW ~ .''.. .. MORE INFO DIA. X 2-3/4" 12'-0" 'O 8F32 -1B/17 1-1/2" CLEAR W U h W °,•'t , MASONRY & (6) 10d NAILS INTO Y' '! HEADER. NAIL EACH PLY AND EACH U ~ E R 8R30-OB/1T �(s7 °. �Jtirn c°s ADDITIONAL HEADER PLY W/ (2) -ROWS AIL STAGGERED 6" O.C. AND O <`�'� 10d NAILS @ O s 8F32 -06/1T U #5 REBAR AT 70P MIN. (1) REQ'D Z z H o c MIN 2" FROM ENDS. O ¢ g O ¢ z C.M.U. ry m w m r_ O 8F38 -1B/1T LL =) W 0 w© 8 REFER TO DESIGN PLANS FOR O - OFlo? 8F12-1B/Ofi �m Zp='ZWZ E REQUIRED IN FILL FRAMING O o ' ' .''' DIMENSIONS F i�' BOTTOM REINFORCING PROVIDED Uj O z I- W Y O DOOR OR WINDOW OPENING * + 0 sF4o-1B/1T ---"-- �..,. U Q a a Q 7-5/8 ACTUAL IN LINTEL (VARIES) Q Q C7 MAX 4'-O° F i� w 8F28 -1B/1T 8" NOMINAL WIDTH z H O ,n O O Z o 8F40 -OB/1T UNFILLED O 0 W 2 LINTEL W/ TRANSOM DETAIL 4 J fi�D�O F N� �= N J I- 3/4 -1-0 If1 LU O y z 1-1/2" CLEAR Z p d a #5 REBAR AT TOP MIN. (1) REQ'D W REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) "' 'PER PLAN :. ;,.,....•.:r..{. ;' �: •' ;.:''.':'. ... GRADE 60 INFO. MIN: (1) IS REQ'D BEND 0 LENGTH LAP SPLICE BEND 0 = 11'-4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ O 8R22-1B/1T "All z � g ° GROUT "Dll Qrco 111311f "C" :�.LINTEL #3 17/8 ON EITHER SIDE OF 7 15 21/4 4114 = KNEEWALL ARCHITECTURAL PLANS 18 #4 21/2 z #5 REBAR AT BOTTOM OF LINTEL 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 OPENING U.N.O. 31.011 1 T-0" 3'-0" 3 -0 �� 33/4 U.N.O. O 8F24-1 B/1 T 41/2 8 1/16118 CAVITY 36 . 161/2 TRANSOM OPENING - — ` 51/4 �', ; • (2) 2X8 SYP #2 P.T. WOOD HEADER ATTACH 2 2X8 SIDEWAYS. A TURNED S ( ) 42 O d. BOTTOM REINFORCING PROVIDED 7-5/8� ACTUAL IN LINTEL (VARIES) 1, 8 NOMINAL WIDTH I'_ N WF01/SD3 ' FRAME INFILL AROUND s SYP #2 P.T. HEADER TO MASONRY :. WINDOW BY BUILDER WALL W/ SIMPSON HU28-2 OR HUC28-2 8F24-OB/1T O M FILLED "'� i� N 8R30-1B/1T Z ' SEE WF01/SD2 FOR HANGER @ EA. END, USING (14)1/4" TAPCONS OR EQUAL INTO COW ~ .''.. .. MORE INFO DIA. X 2-3/4" 12'-0" 'O 8F32 -1B/17 1-1/2" CLEAR W U h W °,•'t , MASONRY & (6) 10d NAILS INTO Y' '! HEADER. NAIL EACH PLY AND EACH U ~ E R 8R30-OB/1T �(s7 °. �Jtirn c°s ADDITIONAL HEADER PLY W/ (2) -ROWS AIL STAGGERED 6" O.C. AND O <`�'� 10d NAILS @ O s 8F32 -06/1T U #5 REBAR AT 70P MIN. (1) REQ'D Z z H o c MIN 2" FROM ENDS. O ¢ g O ¢ z C.M.U. ry m w m r_ O 8F38 -1B/1T LL =) W 0 w© 8 REFER TO DESIGN PLANS FOR O - OFlo? 8F12-1B/Ofi �m Zp='ZWZ E REQUIRED IN FILL FRAMING O o ' ' .''' DIMENSIONS F i�' BOTTOM REINFORCING PROVIDED Uj O z I- W Y O DOOR OR WINDOW OPENING * + 0 sF4o-1B/1T ---"-- �..,. U Q a a Q 7-5/8 ACTUAL IN LINTEL (VARIES) Q Q C7 MAX 4'-O° F i� w 8F28 -1B/1T 8" NOMINAL WIDTH z H O ,n O O Z o 8F40 -OB/1T UNFILLED O 0 W 2 LINTEL W/ TRANSOM DETAIL 4 J fi�D�O F N� �= N J I- 3/4 -1-0 If1 LU O y z 1-1/2" CLEAR Z p d a #5 REBAR AT TOP MIN. (1) REQ'D W REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All "Bit licit "Dll "All 111311f "C" "Dff #3 17/8 41/4 7 15 21/4 4114 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151 /2 30 #6 33/4 81/16 14 30 41/2 8 1/16118 1/2 36 913/16 161/2 35 51/4 9 13/161213/4 42 MIN' 21.011 c 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W W O 41-8" Q LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 0a„ H 11 °' ;a °• RECESSED LINTELS BASED ON 4 NOMINAL BEARING.. w = . OB B O 2. 0 NOT RATED. 0 V C a= O 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 ZWj Z —77 d. e a ° - 1" r „ B - � ° a #3 - 2 /2 11 -4 11'-4" 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING � � P .: _DDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL Q� U v U #4 = 21 11 T.O.M.TOMT.O.M. m a N #5-2/ 1 11 + a ° t = 11 2 6 -8 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY. --- + o . a a • ; ° P` #6 3 BLDG DESIGN: ° P ° ° a 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY STRUCTURAL ENG: MCD ° #7 = 3 %" CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF DRAFTING: a e: •' ° ° O SUPPORT. -DESIGN: a' a 16'-O" 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.-STRUCT: MB , 9, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. QC CHECK: CC LAP SPLICE EMBEDDED STANDARD 90 HOOK STANDARD 180° HOOK JOB No. PSQ-2172000 SCALE: AS INDICATED DATE: 12/01/17 4DON8 REBAR SPLICE DETAIL LINTEL PLAN - SCALE: 3/4" V.p" S4A 1/811=11-011 COPYRIGHT. MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CL LL z w w °:', TOP KNOCK OUT/ LINTEL BLOCK to LU a ' ; • a .' COURSE Q F O q � � ¢ d. #5 REBAR AT BOTTOM MIN. (1) I'_ N 04 X _j READ Z W I— *------- +16 GA. POWERS STEEL BOXED z a 0 7-5/8" ACTUAL LINTEL d Uj mom0 8" NOMINAL WIDTH F j �I D c POWERS STEEL o NLU W W 91-411 T.O.M. 111-411 111-4" T.O.M. A SAFE LOAD TABLE NOTES ° = Uj LU 3'-O" 3'-0" T.O.M. 0 d W MIN' 21.011 c 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W W O 41-8" Q LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 0a„ H 11 °' ;a °• RECESSED LINTELS BASED ON 4 NOMINAL BEARING.. w = . OB B O 2. 0 NOT RATED. 0 V C a= O 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 ZWj Z —77 d. e a ° - 1" r „ B - � ° a #3 - 2 /2 11 -4 11'-4" 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING � � P .: _DDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL Q� U v U #4 = 21 11 T.O.M.TOMT.O.M. m a N #5-2/ 1 11 + a ° t = 11 2 6 -8 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY. --- + o . a a • ; ° P` #6 3 BLDG DESIGN: ° P ° ° a 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY STRUCTURAL ENG: MCD ° #7 = 3 %" CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF DRAFTING: a e: •' ° ° O SUPPORT. -DESIGN: a' a 16'-O" 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.-STRUCT: MB , 9, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. QC CHECK: CC LAP SPLICE EMBEDDED STANDARD 90 HOOK STANDARD 180° HOOK JOB No. PSQ-2172000 SCALE: AS INDICATED DATE: 12/01/17 4DON8 REBAR SPLICE DETAIL LINTEL PLAN - SCALE: 3/4" V.p" S4A 1/811=11-011 COPYRIGHT. MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WALLLEGEND Cl Al 0 Z 9�G ■ Al • ■ J W Al F- ■ a o Al W Z --------------------- i = 9'4" T.O.M. = INTERIOR/EXTERIOR Z Z ~ A2 0 o o CD M Z E0v BEARING WALL (OR LINTEL .1 V I z = 11'-4" T.O.M. IF REFERENCED ON SHEET Uj ■ ■ � ZF-Z� � � S4). VERIFY HEIGHT W/ X �� o a --- _j O o >- o 8 A ■ ----� KNEEWALL ARCHITECTURAL PLANS U_ ° -- BW2 o \V3 b,\ A Z 0zn=WRO A o ¢ <M CL LL 0 U.N.O. p MA cp BW2 CM,��� Z LL Z�O� O U_ V2 to LU 0 7A 1 18 4 B GB = -� I` O V1 B1 9 V /A` G D03 � j �.. ......., B J7 6 BB cn ~ W 18 BW2 '—" V5 CJ5 m---------, 65 G6 Q a „ I 2x4 SYP#4 BLOCKING BW1 @ 32 o.c. 1ill @ 16"o.c. ATTACH EA. ------ i `& � Z z w M Q !V I1 -B7---- J1 CJ313 END TO TRUSSES CJ3 I I w/(3t)12d TOE NAILS. G5 (D 0 W Z F- (/�1I�I) [0 p ■ ■ ■ ■ g7 - ATTACH BLOCKING . LU © , 1! P J 1 I ¢ M TO WALL BELOW Cil v m m �i _ m U CJ1B W/SIMP. DTC CLIP B8 G4 to �r w a Q W S W rl ■ Cil w ?� �J� FO FO G3 = W W D03 D B9 D U SD1 Cil _ Q U ��`G2 w W W 0 1 0 0 �� C 1 H O Z 0. CJ 1 C Z a G1 LLJQpcy 1 CJ3 _ CJ3 O ■ U r CJ5 _ CJ5 w LLJ r Z O. Fo _ I— ■ CJ3 I- m CJ3 IZ a N BLDG DESIGN: --- CJ5 D FO CJ5 STRUCTURALENG: MCD - _ Cil M LO ?V U CJ1 U 1 � -STRUCT: MB QC CHECK: CC D 1 wU U U v_ SCALE: AS INDICATED. ROOF FRAMING PLAN DATE:. -_ 12/01,17 J A9 CL CD Ill 1/41�=11-a1� S5A 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, ortransfer of these documents F WMR & ASSOCIATES LLC is strictl prohibited. without the, expressed, written consent of MONTA CONSULTING & DESIGN, O y p 1 1 00 - ■ • • ■ A8 W FO Q LL' A7 W "1111UB//��� CL 77 Uj C14 Q �� it L � ,+� Z LL 00 0 co .. A5 2 ■ O Z O� Z t .�j � ��0 Li ■ . • Q ®'••••....••• °�� `� A4-771 j �sd� k4,�� ; Z s It CL ■ ■ LL m o A3 U F- ° A2 17) Al CD o 0 ° U_ 8 I Cl Al 0 Z 9�G ■ Al • ■ J W Al F- ■ Al W Z --------------------- i Z Z ~ A2 0 o o CD M Z E0v V I z 06 pcor rn 8 ■ ■ � ZF-Z� � � F-U�m�� c X �� o a --- _j O o >- o 8 A ■ ----� E ° -- BW2 o \V3 b,\ A Z 0zn=WRO A o ¢ <M CL LL 0 MA cp BW2 CM,��� Z LL Z�O� O U_ V2 LU 0 7A 1 18 4 B GB = -� I` O V1 B1 /A` G D03 � j �.. ......., B J7 6 BB cn ~ W 18 BW2 '—" V5 CJ5 m---------, 65 G6 Q „ I 2x4 SYP#4 BLOCKING BW1 @ 32 o.c. 1ill @ 16"o.c. ATTACH EA. ------ i `& � Z z w M Q !V I1 -B7---- J1 CJ313 END TO TRUSSES CJ3 I I w/(3t)12d TOE NAILS. G5 (D 0 W Z F- (/�1I�I) [0 p g7 - ATTACH BLOCKING . LU © , 1! P J 1 I ¢ M TO WALL BELOW Cil v m m �i _ m U CJ1B W/SIMP. DTC CLIP B8 G4 to �r w a Q W S W rl ■ ■ ?� �J� FO FO G3 = W W D03 D B9 D U SD1 _ Q U ��`G2 w W W 0 1 0 0 �� C 1 ■ 1 0. CJ 1 C Z a G1 LLJQpcy 1 (D ��Q= ■ U r CJ5 _ CJ5 w LLJ r Z O. ■ CJ3 I- m CJ3 IZ a N BLDG DESIGN: --- STRUCTURALENG: MCD - _ Cil M LO ?V U CJ1 U -DESIGN: --- -STRUCT: MB QC CHECK: CC JOB No. PSQ-2172000 U U v_ SCALE: AS INDICATED. ROOF FRAMING PLAN DATE:. -_ 12/01,17 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/41�=11-a1� S5A 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, ortransfer of these documents F WMR & ASSOCIATES LLC is strictl prohibited. without the, expressed, written consent of MONTA CONSULTING & DESIGN, O y p COLUMN SCHEDULE " HEADER SCHEDULE BEARING WOOD WALL SCHEDULE OA TAG HEADER FASTENERS TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING HETA16 w/(9) 1 Odx12" NAILS OR �„ HETA20 w/(9) 10d x 1- NAILS O z FRAME TO CMU 1810 1810 C O SPACING SPECIES TOP BOTTOM (p1� (1)ply 2035 (2)ply 2500 p� H2x6 (2)2x6 #2 SYP w/�" FLITCH PLATE z ATTACH KING STUD TO HEADER w/(6) BW1 � H10A 1015 HIDA -2 1070 H10A 1340 H10A-2 1245 (2)12d (2)12d NO MID -SPAN E OT (3)2X6 SPF #2 BUILT UP STUD COLUMN 16d NAILS 16" SPF TOENAILS TOENAILS UPLIFT 1245 1450 H2x8 (2)2x8 #2 SYP w/�" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) F OH (2)2X8 SPF #2 BUILT UP STUD COLUMN SP4 W1(6) SP4 W1(6) 16d NAILS BW2 16" SPF 10d x 1z NAILS 10d x 1z NAILS 570: plf MID -SPAN 2490 2900 <8>(3)2X8 SPF #2 BUILT UP STUD COLUMN H2x10 2)2x10 #2 SYP w/2„ FLITCH PLATE ATTACH KING STUD TO HEADER w/ 10 ( ) SPO W/(6) SP4 W/(6) FRAME TO FRAME 535 600 O (3)2X4 SYP #2 BUILT UP STUD COLUMN 16d NAILS BW3 16" SPF� 1 Od x 12„ NAILS � 10d x 12„ NAILS 570 plf 3rd. PT. MTS 12 w/(14)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 J H2x12 2)2x12 #2 SYP w/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) MGT w/(22)1 Od 8 EPDXY ANCHOR w/SIMP. SET -XP EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 K (2)2X8 SYP #2 BUILT UP STUD COLUMN 16d NAILS BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN L 44 SYP #2 POST H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 10 HGT-2 w/(16)1 Od NAILS w/ (2) 4 2"" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 <8>, 6x6 SYP #2 POST 16d NAILS BW5 12" SPF SP4 W/(6) SP4 W/(6) 760 plf MID -SPAN 11 HTSM16 w/(8)1 Od NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1 Od x 12' NAILS 1Od x 1"" NAILS 8x8 SYP #2 POST H3.5x7.25 (2)1.75"x7:25"" LVL ATTACH KING STUD TO HEADER w/(8) 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 /\\\`///� C P , 3-1/2"x3-1/2" LVL COLUMN. 16d NAILS BW6 12" SPF SP4 W/(6) SP4 W/(6) 760 plf Mrd. PT: HEADER TO STUDS 2220 2470 O3-1/2"1 LVL COLUMN. H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 1 Od x 12" NAILS 1 Od x 12" NAILS LSTA18 w/(14)10d NAILS CENTERED EACH STUD s 833pif 928pif R , 16d NAILS v 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN ATTACH KING STUD TO HEADER w! 12 () MSTC28 w/(36)16d SINKERS CENTERED H5.5x11.25 (3)1.75"x11.25" LVL. 16d NAILS T , 5-1/4"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. BW8 16`' SYP SP4 W/(6) 1„ 10d x 1z NAILS SP4 W/(6) 1Od x 12" NAILS 664 plf MID -SPAN COLUMN TO FTG.OR CMU H3x12 (3) 2x1.2 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) 7"x7" LVL COLUMN. 19 PLATE BETWEEN PLIES 16d NAILS 3640 4235 Y O 3 1/2" X 11 7/8" LVL COLUMN 20 (3)HTS20 w/(24)1 Od x 12q„ NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 HEADER SUPPORT SCHEDULE Bw9 16" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 664 pIf 3rd. PT 2420 .OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA, END KINGS @ EA. END STANDARD COLUMN NOTES (2) 12d (2) 12d NO BW1.0 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 1'-0" TO 3'-11" 1 1 23 GT w/ (22) 1 Od NAILS TO GIRDER & (1) 5/8" A.T.R. THRU BL, TOP PLT. TO INVERTED HDUS ATTACHED TO POST. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS FRAME TO FRAME 3300 3965 2, ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP BW11 12" SYP SP4 W/(6) 1 Od x 12" NAILS SP4 W/(6) 1 Od x 12' NAILS 885 plf MID -SPAN 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 4'-0" TO 7'-11" 2 2 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.) 8'-0" TO VIA 1" 2 3 BW12 12" SYP SP4 W/(6) SP4 W/(6) 885 pif W. PT. 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. >TANDARD NAIL GENERAL DIAMETER/ LENGTH 10d x 12" NAILS 1 Od x 1 z ` NAILS 8d 3 10"-0" TO 12'-0" 3 4 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. 12d .148""x3 "" FLOOR FRAMING NOTES 16d162"x32"" GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. Bd RING SHANK 113" x 28 a"" BW13 16" SPF SP4 W/(6) 1„ 1od x 12 NAILS SP4 W/(6) �„ 10d x 12 NAILS 280 plf MID -SPAN STANDARD HEADER NOTES 1. INDICATED AS LONG AS IT MEETS OR CONTRACTOR MAY USE A DIFFERENT NAIL THEN EkCEEDS THE DIAMETER AND LENGTH INDICATED. 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: 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 FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). @ 32"o.c. @ 32"o.c. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF �", 10d x 12 NAILS � 10d x 12„ NAILS.. 380 plf MID -SPAN APPROVAL FROM E.O.R. @ 24"o.c. @ 24"o.c. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN.ATTACH STUDS TOGETHER FOLLOWDTL. WF08/SD3. STANDARD BEARING WALL W/STRAPS NOTES 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d N. 2 FROM TOP AND BOTTOM FOR 2X10 AND 2X12 NAILS O.C. ONE SIDE. MI RO O O 1, VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4: 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. WF08/803. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2" J -BOLTS OR EPDXY 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 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 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FORMORE INFO. ANCHORS. ROOF NOTES. 8 TO THEION ARE REQ'D. IF BRIG. BASE NBW4, L BW7 OR BW10. THESEECTIONS S INDICATED W BW1DITIONAL WALNO WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ELEVATIONS FOR 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 OTHERWISE NOTED. ON PLAN. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN, SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE COLUMN, 12, IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. G SOFFITS AND SOFFITS A) ALL CEILING HUN G SIDE AND CRIPPLE STUDS AT 24" o.c. AT 2 -STORY OPEN AREAS INSTALL WITH CABINETS SHOWN ON PLANS. NON-BEARING WALL STUDS@16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS.' EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF & EXT. WALL NAILING SHEATHING NOTE! 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN O.C, IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR PROVIDE BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER TRUSS FABRICATION PRIOR TO THIS REVIEW 1S NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILS: ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, BUILDER NOTE: 1� 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 COLUMN SCHEDULE " CONNECTOR SCHEDULE 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. OA (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES SPF(Ib) VALUES SYP(Ib) B O (3)2X4 SPF #2 BUILT UP STUD COLUMN 1 HETA16 w/(9) 1 Odx12" NAILS OR �„ HETA20 w/(9) 10d x 1- NAILS O z FRAME TO CMU 1810 1810 C O (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 (I)ply TRUSS 10 1Od x 1 " NAILS OP Y ( ) � (2)ply TRUSS (12) 16d x 1 �" NAILS FRAME TO CMU (1)ply 2035 (2)ply 2500 (1)ply 2035 (2)ply 2500 p� (2)2X6 SPF #2 BUILT UP STUD COLUMN - HIDA w/(18)1 Od x 12" NAILS OR (2)ply TRUSS H1 OA -2 w/(18) 1 O X 12" NAILS FRAME TO FRAME H10A 1015 HIDA -2 1070 H10A 1340 H10A-2 1245 E OT (3)2X6 SPF #2 BUILT UP STUD COLUMN ElHTS20 ," w/(24)10d x 11 z NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME. 1245 1450 F OH (2)2X8 SPF #2 BUILT UP STUD COLUMN ID(2) HTS20 w/(24)10d x 11 z NAILS "" (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 <8>(3)2X8 SPF #2 BUILT UP STUD COLUMN QH2.5A w/(1 0)8d FRAME TO FRAME 535 600 O (3)2X4 SYP #2 BUILT UP STUD COLUMN Q MTS 12 w/(14)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 J (2)2X6 SYP #2 BUILT UP STUD COLUMN MGT w/(22)1 Od 8 EPDXY ANCHOR w/SIMP. SET -XP EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 K (2)2X8 SYP #2 BUILT UP STUD COLUMN HTT4 w/(18)16d x 22NAILS & 8 EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 L 44 SYP #2 POST 10 HGT-2 w/(16)1 Od NAILS w/ (2) 4 2"" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 <8>, 6x6 SYP #2 POST 11 HTSM16 w/(8)1 Od NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 <8>> 8x8 SYP #2 POST 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 /\\\`///� C P , 3-1/2"x3-1/2" LVL COLUMN. 13 (2)LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 O3-1/2"1 LVL COLUMN. 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif R , 3-1 /2"x7" LVL COLUMN. v 15 LSTA24 w/(18)10d 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 T , 5-1/4"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. F18 EPDXY LTT206 w/(10) 10d NAILS & � EPDXY ANCHOR w/SIMP. SET f' EPDXY MIN, 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 X 7"x7" LVL COLUMN. 19 HTT4 w/(1 8) 16d x 2-, NAILS we-' 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 O 3 1/2" X 11 7/8" LVL COLUMN 20 (3)HTS20 w/(24)1 Od x 12q„ NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 Z O 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 5.50/1.0 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 HDUS ATTACHED TO POST. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS FRAME TO FRAME 3300 3965 2, ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) 8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24" o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 5. SEE STRUCTURAL COVER SHEET FORILVL 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. >TANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 8d .131 " x 22" " 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @EACH MISSED HETA16/20 10d 148" x 3„ STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 12d .148""x3 "" FLOOR FRAMING NOTES 16d162"x32"" GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. Bd RING SHANK 113" x 28 a"" 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. NAILING NOTES CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 1. INDICATED AS LONG AS IT MEETS OR CONTRACTOR MAY USE A DIFFERENT NAIL THEN EkCEEDS THE DIAMETER AND LENGTH INDICATED. 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: 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 FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). BEAM SCHEDULE W TAG BEAM SIZE CONNECTIONS p O _. TO POST: SIMP. HTS20 OR MSTA18 LL TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS Uj (2)2x8 #2 SYP TO MASONRY: SIMP: HU48 OR HUC48 H 2 B2x8 WITH 1/2" FLITCH w/(6)1 Old NAILS & (14)a"x22' U_ PLATE TAPCONS ON MASONRY: (1) SIMP. MSTAM24 z cn TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 1 Od NAILS IL B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od W U.I PLATE NAILS & (18)j'x24" TAPCONS _ ON MASONRY: (1) SIMP. MSTAM24 p Z J O ItJ TO POST: SIMP. HTS20 OR LSTA18 H 1 - TO BEAM: SIMP. HUC410 w/(18)16d & CL (2)2x12 #2 SYP (10) 1 Od NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od W (.) PLATE NAILS & (18)4"x22" TAPCONS a W ON MASONRY: (2) SIMP. MSTAM24 2 C) U > TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & Q 83.5x11. (10) 10d NAILS C 25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od W ��o� fill, NAILS & (18)4"x24"' TAPCONS I-- ��® �/ '�/� ON MASONRY: (2) SIMP. MSTAM24 q ��. ti\�•°•1•°°°®°•°���jij% U,i : cc 00 rte. C1 co Q,• i TO POST: SIMP. HTS20 OR LSTA18 0 Z N TO BEAM: SIMP. HUC410 w/(18)16d & z t7 f, e! ,Z z L C (10) 1 O NAILS O 0 �+ p v 83.5x11. (2)1.75"11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d �,. °•0 �` L61 875 •0000°0000° \j� 0`� 1 8 NAILS & (18)4"x24" TAPCONS > ®®' * PROF `��� Z I= ON MASONRY: (2) SIMP. MSTAM24 a ®®/�®a►tAtatt���`�� 0 m LLF TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS _ o B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d ooj�b� M NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 O '' d o � o W (� o U. TO POST: (2) SIMP. HTS20 OR LSTA18� t ON MASONRY: (2) SIMP. MSTAM24 z U 5.25x16 (3) 4.Z5"x16" LVL H * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) � z ROWS OF 1/4" X 3.1/2" SDS SCREWS @ 24" O.C. m EACH SIDE J w Z F- O POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 63.5x20 (2) 1.75"1 LVL Ill * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) U O ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. z Z EACH SIDE w O uj uj v �2a>>(0E ti STANDARD BEAM NOTES Q W 0 J. �- 8 z o ti rn 0 Lu C04 In c 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" W z I- Z > ao O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM (n Z z � U O m ", a.O -JO�0� ; g 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12 DEEP) TOGETHER USING (3) ROWS OF �_ O W it p ¢ �' 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 0 V Z o = z w E z ozrtWYo 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4 BRG. EA. END) W W U Q d w g a Q o J a o c� 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS.rn 'n z v) Z UL `r' 0 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT g W W O WRITTEN w J APPROVAL FROM THE E.O.R. 3: o�­O 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS z� H W Z --r--■-- 2 W U) F- LU W Q N 00 Z W LLJ cn V IW 11 �N WWF' �Z JOG �o OWW. W- WaW U) �Za a0 QO Zp 0 L) O� Lu � Q W (DW��� LUZ n � Z 5 Q I- m 0.N -- 11 BLDG DESIGN: STRUCTURAL ENG: MCD DRAFTING: - - --- -DESIGN: -STRUCT: MB QC CHECK: CC LAYOUT ---- STO P---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY'TRUSSES APA SHEATHING NOTE: EXTEND THRU THE MEMBER ITS BEING ATTACHED TO. 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. 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. N OTES CONNECTOR LEGENDS6 JOB No. PSQ-2172000 SCALE: AS INDICATED DATE: 12/01/17 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _. u_i "'1 1,-1:IIF Ill t.Llmli 11 Ili Iinl 811111 f1111. F"I 9111I 11.I IlIF1'f `I II 0000 00.00 II I I. I I.. II ,.i II IIII I II 1111 III11101 111 1 I. P RA SEE FRAMING PLAN SIZE NOTE: THIS DETAIL APPLIES TO THE SPACING # ROWS (3) 12d END NAILS TO LAST STUD W k. J 12" O.C. FOR CONNECTION FOLLOWING CONDITIONS: , - "- " PRE -CAST LINTEL PER 1x8 INFO x 2 1/4" 12" O.C. 2 TYPICAL TIE BEAM w/ 3000 PLAN SEE ELEVATION j9k psi CONC. w/(1) #5 REBAR VERT. (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU <' psi CONC. w/(1) #5 REBAR CONT. 12" O.C. 1 TOP OF MASONRY 3/16" x 31/4" "8 TYP. SINGLE TIE -BEAM B (3) INTERIOR LOAD BEARING FRAME WALL TO , Q OPENING _ SEE ARCH PLANS FOR CMU WALL o, 2x PT STUD OR ALTERNATE 1x PT WATERPROOFING BY BUILDER/ OTHERS •' OVERHANG INFO MASONRY WALL PER OF BUCK, o FURRING TO CMU W/ 2x FRAMING PER ...: GROUT SOLID BLOCKING AS SPECIFIED a PLAN WINDOW/DOOR U OF OPENING SHEATHING PER PLAN STRUCTURAL IN BEARING WALL SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO Z — SHEATHING PER PLAN H10A U.N.O. SHEATHING O P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. p h LU ° °;�.:'•=� 4..PROVIDE STANDARD CD '— 2x6x12 P.T. CENTER H10A U.N.O. 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO H10A U.N.O. w W 2° J -BOLTS OR 1' THREADED ROD, EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS .. . HOOK I BUCKLU U ti w H WINDOW PER > 6" FROM EA. END OF WALL , WALL EQ. SPACED 1 TITEN HD ANCHORS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. U Q J °: .: , •. .... '. �., ': ,. .•. ', . ;° ;..' 4 '. • 1/2" J -BOLT w/ 5-1/2" FLOOR PLAN ,� �� OPENINGS & AT 32 a.c. MAX. (6 MIN. (4) z' MAX. 2 PLIES OVER INITIAL P.T. BUCK. Z �2S �j � 10 r EMBED.) w/ 2"x2" SQ. WASHERS a . . ._. .._ .... ...._ ._.....__ EMBED.CENTERED FRAME OUT TO BLOCK O o Lou) Z Gj cN ' c NOTE: 2�' MASONRY NAILS z BLOCK OR 3 1/2" EMBEDMENT FOR SOLID OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS Al �.:.',. ..:, 2x6 P.T. NAILER FRAME OUT TO BLOCK EDGE AS REQ'D FRAME OUT TO BLOCK EDGE m (HAND OR POWER DRIVEN) � BLOCK. MAX. 6" FROM TOP AND BOTTOM FASTENING ARE MET. (FASTENING) u1 O � J N U 1= m o 8 cc P PRECAST CONC. OR @ 16 o.c. MAY BE USED I.L.O. OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" �� 5. MAINTAIN MAXIMUM 2 FASTENER EMBEDMENT INTO HOLLOW OR SOLID 0- W o $ ow O ZE POWERS STEEL SILL TYP. @ ALL WINDOWS J -BOLTS FOR WALLS THAT DO (1) #5 IN TIE BEAM ATTACHED w/ (1) 1/4"x EDGE AS REQ'D GROUTED CMU. 2 m 0 — U) U O Q `� r p w o NOT CARRY UPLIFT BETWEEN 6. WINDOW OR DOOR INSTALLATION BY OTHERS IL . .,: , • •, ; ' (1) #5 BAR IN PRECAST 2-3/4" TAPCONS @ 24" O.C. AMX. & 4" FROM Z w z a = z w Z ° jj'LINTEL ENDS EXT FINISH PER PLAN fiDO BEARING? SHEARWALL CONNECTION TO CMU 1/2" J -BOLT I (2) 2x TOP PLATE a o -� ¢ X a • ° •. #5's VERTICAL IN ( OR EPDXY ANCHOR @ & (2) 2x #2 SYP SEE PLAN w <Z 3/4"=1'-0" 1/2"=1'-0" .W .:I,;,; ; W.: (2) GARAGE WALL I (2) 2x PLATE (2) 2x #2 SYP SEE PLAN 32" O.C. 6" FROM I FOR BEAM SIZE (ONLY _ cn GROUT FILLED CEL LU N BEYOND (2) 2x TOP PLATE I FOR BEAM SIZE EACH END W/ 2 x 2 x I' $ IF OPENING PROVIDED F— W W MAIN FLOOR Q I SQUARE WASHERI PER PLAN) 0 Z ELEV 0'-0" > z a 2x6 P.T. BUCK EACH MIN. 2x4 SPF #2 KNEE i MIN. 2x4 SPF #2 KNEE I W/MIN. 7" EMBED. I MIN, 2x4 SPF #2 KNEE - i Q 0 I� ..: •�: ' �� :, ENTIRE COLUMN TO m SIDE OF OPENING WALL WITH STUDS @ WALL WITH STUDS @ 2x PT BOTTOM WALL w/ STUDS @ 16" Z Q F - SEE FOUNDATION ' : , ;..:�., BE GROUT FILLED w v (5) 1/2" DIA. J -BOLT W/ 16" O.C. W1 I (2) 2x #2 SYP SEE PLAN 16" O.C. W/ � PLATE O.C. w/ STRUCTURAL _ ♦ n �.�... _ _ _ PLAN FOR MORE INFO I I=III: 11— .. U.N.O. Q w 5-1/2" EMBED. AT EA. STRUCTURAL FOR BEAM SIZE STRUCTURAL ( SHEATHING FROM v (1) #5 VERTICAL IN �- DOOR BRACKET, EA. SHEATHING ON BOTH I SHEATHING ON BOTH I TOP OF WALL TO m U.1 U PRE-ENGINEERED SEE ELEV. SEE ROOF SHEATHING, � O Q wI- ' •L� ,. ' GROUT FILLED CELL (IF m cn SIDE OF DOOR. SIDES FROM TOP OF SIDES FROM TOP OF I PRECAST LINTEL OR BOTTOM OF WALL. U) NAIL PER PLAN (2) 2x BUILT-UP COL. o M " REQ'D PER PLAN) _ PROVIDE 2x2 „ WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF I KNOCK OUT COURSE ATTACHED PER �' W z :• m > WASHER W/ EA. BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER I y NAILING SCHEDULE O Z N fis_o'�TYPICAL ONE STORY CMU WALL SECTION H10A U.N.O. IF REQ'D PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE SIMPSON SP4 OR SP2 @ EACH STUD 2x BLOCKING W/ (2) (2) 2x TOP PLATE 12d NAILS @ EACH END 0 U5 v, w w p n 00 N 0 o „ 3/4"=1 EXT. SHEATHING I ` ATTACHED PER y PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ .. + NOTE: SEE MD08 ON m ANCHOR. (1st BOLT TO NAILING SCHEDULE I NAILING SCHEDULE ' ° OTHERWISE SP2 CLIPS U LINTEL PLAN FOR Q BE 8" MAX. ABV. CURB, OTHERWISE SP2 CLIPS I AT TOP AND SP1 CLIPS BUILDER FRAME MASONRY WALL AT TOP AND SP1 CLIPS " •.'. Z Q W CL �� 24 O.C. & EXT. ROOF TRUSS - SEE (22) 10d NAILS (ALL z = r� ' • ADDIT'L REBAR INFO REST EQ. SPACED AT BASE ARE RADIUS AS REQ'D ' A.. AT BASE ARE REQ'© FRAMING PLAN FOR CORNER CONDITIONS U p 0 W W LAP BEAM PLYS AND FROM TOP OF ( I f , . _. „ 24 O.C.) REQUIRED STRAP AROUND w = I-- _ ,, NAIL AS SHOWN (5) 10d KNEEWALL TO BOTTOM I T IL D0 REINFORCEMEN DETA, fiDO�GARAGE BUCK DETAIL F0 KNEEWALL AT DOWNSET BEAM F0 KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL _ u_ ``®oeeaaaie►������ `�0��5 ,,.•p..b�3''�.aVERTICAL co Q��•�• ••°���Z�:.Lo Z �' 1/2"=11_01F1/2"=11-0113/4"=1'-0" Lu 3/4"=1'-0" 3/4"=1'-0" OR SP2 CLIPS AT TOP CONNECTION 0 - • est : tv Z m =z U _ •'Q=< J Q i • 0 a BASE ARE REQ'D. 2x BRG WALL, SEE PLAN FOR STUD SIZE & � p 1 HTS20 CLIP FROM 2x BLOCKING ''--- CRICKET AS REQUIRED SPACING: MIN (2) Bi��sanaree� LL �--- PRE-ENG.TRUSS PER MIN 2x4 STUDS @ 16" ul m PLAN, 24" O.C. MAX MORE BRG, WALL NFO tY W U 0 ROOFING MATERIAL E RCHS (2) 2x TOP PLATE W/ U P.T. BUCK FASTENER SCHEDULE RA SEE FRAMING PLAN SIZE NOTE: THIS DETAIL APPLIES TO THE SPACING # ROWS (3) 12d END NAILS TO LAST STUD 3/16" k. J 12" O.C. FOR CONNECTION FOLLOWING CONDITIONS: , - "- " PRE -CAST LINTEL PER 1x8 INFO x 2 1/4" 12" O.C. 2 TYPICAL TIE BEAM w/ 3000 PLAN SEE ELEVATION j9k psi CONC. w/(1) #5 REBAR VERT. (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU <' psi CONC. w/(1) #5 REBAR CONT. 12" O.C. 1 TOP OF MASONRY 3/16" x 31/4" "8 TYP. SINGLE TIE -BEAM B (3) INTERIOR LOAD BEARING FRAME WALL TO , STIP HOOK OPENING _ SEE ARCH PLANS FOR CMU WALL o, 2x PT STUD OR ALTERNATE 1x PT WATERPROOFING BY BUILDER/ OTHERS •' OVERHANG INFO MASONRY WALL PER OF BUCK, a FURRING TO CMU W/ 2x FRAMING PER ...: GROUT SOLID BLOCKING AS SPECIFIED a PLAN WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 3/16" x 2 1/4" " 0 1x8 3/16" x 2 1/4" 12" O.C. 2 F-- O Gtr z psi CONC. w/(1) #5 REBAR VERT. 2x4 3/16" x 3 1/4" . 12" O.C. 1 6 3/16" x 31/4" "8 TYP. SINGLE TIE -BEAM B 3/16" x 3 1/4" 1 121'0.C. 2 �f OPENING SIZE AND D LURE. U) o a 0 0 ELEV. o LOCATION PER PLAN 1 , 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF F-- O Gtr z psi CONC. w/(1) #5 REBAR VERT. Q O Z-0 ti9� o �MM TYP. SINGLE TIE -BEAM OPENING SIZE AND NOTES: LURE. ELEV. a_+. TYPICAL FILLED CELL w/ 3000 LOCATION PER PLAN 1 , 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF F-- FOR O.H. REFER TO PLAN FOR ADDITIONAL ° psi CONC. w/(1) #5 REBAR VERT. (TYP) WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 3: TYP. SINGLE TIE -BEAM WALL FRAMING INFORMATION VERIFY w/ PLAN FOR REQ'D 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE' W/ (1) #5 CONT. LOCATIONS MASONRY WALL PER OF BUCK, GROUT SOLID BLOCKING AS SPECIFIED PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR U IN BEARING WALL SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO Z cn CMU WALLAS REQ'D PER PLAN P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. p h LU ° SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO t� W 2° J -BOLTS OR 1' THREADED ROD, EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS o U ti w WINDOW PER > 6" FROM EA. END OF WALL , WALL EQ. SPACED 1 TITEN HD ANCHORS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. U Q J rn _ r~ E FLOOR PLAN ,� �� OPENINGS & AT 32 a.c. MAX. (6 MIN. (4) z' MAX. 2 PLIES OVER INITIAL P.T. BUCK. Z �2S �j � 10 r EMBED.) w/ 2"x2" SQ. WASHERS a MIN. 1 a"" EMBEDMENT FOR HOLLOW 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME o Lou) Z Gj cN ' c NOTE: 2�' MASONRY NAILS z BLOCK OR 3 1/2" EMBEDMENT FOR SOLID OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS o w < Z �— Z > _j � Q 0CD r �`' (HAND OR POWER DRIVEN) � BLOCK. MAX. 6" FROM TOP AND BOTTOM FASTENING ARE MET. (FASTENING) u1 O � J N U 1= m o 8 cc P PRECAST CONC. OR @ 16 o.c. MAY BE USED I.L.O. OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" �� 5. MAINTAIN MAXIMUM 2 FASTENER EMBEDMENT INTO HOLLOW OR SOLID 0- W o $ ow O ZE POWERS STEEL SILL TYP. @ ALL WINDOWS J -BOLTS FOR WALLS THAT DO FROM TOP AND BOTTOM AND 12" O.C. GROUTED CMU. 2 0 — U) U O Q `� r p w o NOT CARRY UPLIFT BETWEEN 6. WINDOW OR DOOR INSTALLATION BY OTHERS O Z w z a = z w Z OZI—w10 e EXT FINISH PER PLAN fiDO BEARING? SHEARWALL CONNECTION TO CMU DO 2x BUCK DETAIL o -� ¢ X a PT BASE PLATE <Z 3/4"=1'-0" 1/2"=1'-0" ``� 0 M 0 .• W W MAIN FLOOR w= ELEV 0'-0" I- . VERT REINF. BEYOND Z Q F - SEE FOUNDATION ' : , ♦ n �.�... _ _ _ PLAN FOR MORE INFO I I=III: 11— U) W v SEE FOUNDATION -----� I I_i12 DETAILS FOR FTG INFO -_ I I- MASONRY WALL PER PRE-ENGINEERED SEE ELEV. SEE ROOF SHEATHING, � O Q wI- PLAN. TRUSSES PER PLAN @ (TYP) PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. o M 24" O. C. MAX. DOUBLE 2x TOP PLATE z DOUBLE TOP PLATE LU 0 Z N fis_o'�TYPICAL ONE STORY CMU WALL SECTION H10A U.N.O. IF REQ'D PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE SIMPSON SP4 OR SP2 @ EACH STUD 2x BLOCKING W/ (2) (2) 2x TOP PLATE 12d NAILS @ EACH END 0 U5 v, w w p n 00 N 0 o „ 3/4"=1 EXT. SHEATHING I ` ATTACHED PER y PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ PRE-ENGINEERED SIMPSON LSTA30 W/ Q W > W " W 11 EXT. BEAM PER PLAN PT POST PER PLAN I I �� 24 O.C. & EXT. ROOF TRUSS - SEE (22) 10d NAILS (ALL z = r� NAILING SCHEDULEI SHEATHING INSTALLED FRAMING PLAN FOR CORNER CONDITIONS U p 0 W W LAP BEAM PLYS AND FROM TOP OF ( I PER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND w = I-- _ ,, NAIL AS SHOWN (5) 10d KNEEWALL TO BOTTOM I SEE PLAN FOR NAIL PER PLAN TALLER STUD) � w W< Lu NAILS PER PLY OR SP2 CLIPS AT TOP CONNECTION ,� Z EXT. BEAM PER PLAN AND SP1 CLIPS AT Q 0 a BASE ARE REQ'D. 2x BRG WALL, SEE PLAN FOR STUD SIZE & � p 1 HTS20 CLIP FROM 2x BLOCKING ''--- CRICKET AS REQUIRED SPACING: MIN (2) POST TO BEAM MIN 2x4 STUDS @ 16" UNDER GIRDER TRUSS R MORE BRG, WALL NFO 00 W ( _ G PLAN VIEW TOP OF POST O/C MAIN SPAN ROOF U.N.O. Z -� W Z� PT POST PER PLAN 2x P.T. PLATE TRUSS 2x BLOCKING m 0 e•- �(� ABU POST BASE PER PLAN 1/2" x 8" J -BOLT OR EPDXY SIMPSON LSTA24 EACH (2) 2x TOP PLATE F- COa N ANCHOR @ 32" O.C. & 6" 5 /8" THREADED ROD w/ FROM EA. END W/ I HSTUD ATTACH 2x TO BLDG DESIGN: --- NUT SET IN ADHESIVE WASHER, CENTER ON META16 U.N.O. 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) STRUCTURAL ENG: MCD — - - DRAFTING: mm BASE PLATE PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS a a 11 a SEE FOUNDATION TOP KNOCKOUT SPACING. MIN (2) 2x STAGGERED @ 8" O.C. -DESIGN: -SESIGN: MB PLAN FOR ADDITIONAL COURSE W/ (1) #5 MASONRY WALL PER UNDER GIRDER TRUSS U.N.O. SEE PLAN FOR CONNECTION QC CHECK: CC INFO CONT. PLAN SIDE VIEW BASE OF POST fiF1 KNEEWALL ABOVE MASONRY WALL fiF1 SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL JOB No. PSQ-2172000 SCALE: AS INDICATED 3/4=1 "0"3/4"=14-011 " 1 DATE: 12/01/17 (660 CORNER COLUMN FRAMING 111�3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR ASSOCIATES, LLC, Any use, duplication; or transfer of these documents without the expressed, written consent of MONTA CONSULTING prohibited. & DESIGN, OF WMR & ASSOCIATES, LLC is strictly pr oh b tod. .._ ..._.....i... .._...._ IV U,Ii 2x #2 SPF CRIPPLES AT W 16" O.C. W/ SP4 AT TOP AND SP1 AT BASE 0 Q O LU LSTA30 HEADER TO _ H STUDS U.N.O. O (2) ROWS 12d NAILS N SIMPSON A35 CLIPS @ SIMPSON A35 CLIPS @ WHERE O.H. IS > V-0", DROP STAGGERED @ 12" z GABLES w/ OUTLOOKERS @ 24" O.C. 1'4' MAX PLYOOD CANT. O.H. O 24" O.C. 24" O.C. 2x4 BLOCKS, (2)16d NAILS @,EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR O.C. EA.. FACE OR (3) to SIMPSON LSTA18 @ NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH 3 12d TOENAILS. O.H. SIZE ROWS 12d NAILS > SIMPSON LSTA18 @ O O 48" O.C. AND AT ENDS 48" O.C. AND AT ENDS BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH STAGGERED @ 12" SYP#2 OR BETTER (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D SHEATHING NOT REQ'D H2.5 CLIP. MAX 2'-0" O.H. O.C. FOR 2X10 OR W SHEATHING NOT REQ'D w GREATER HEADER TO BE CONT. @THE TO BE CONT. @ THE _ (2) 10d NAILS TRANSITION FROM H (2) 10d NAILS TRANSITION FROM @ EA. BOTTOM O @ EA. BOTTOM BEAM TO GABLE CHORD T/ USS O GABLE �, CONT. 2x4 J 0 CHORD TRUSS SI DOUBLE 2x TOP PLATE 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD F_ FASTEN SIDE WALL BAY REQ'D w/ d! 2x4 BLOCKS. BEAM PER PLAN 2x4 BLOCKS. SHEATHING PER PLAN. STRONGBACK, SEE REFER TO GE02 (5) 16d NAILS BRACE 2X STUDS TYP. w U REFER TO GE02 � CHART CL Uj � i� TO BLOCKING \ GABLE BRACING (+) ATTACH JAMB STUDS EXT. SHEATHING; I I I SEE CHART PER WF08/SD3 --_- -- SIMPSON H10A SIMPSON H10A ATTACH PER PLAN (4) 16d NAILS BRACE TO 0 DIAGONAL TO BEAM DIAGONAL TO TOP BLOCKING _ BASE PLATE TO BE ❑ W PLATE -4c PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. ATTACHED TO FTG Q Cr 2x4 SYP#2 BLOCKING @ FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D USING 1/2" 0 J -BOLTS ci BEAM CONNECTION FRAME WALL CONNECTION EA. BAY ADJACENT TO 16d NAILS. PER CHART OR EPDXY ANCHOR @ LU w,��aaaaaaeeeee EA. DIAG. AS SHOWN. BASE PLATE & WALL Q a%°%6" FROM EA. END OF ```` •; * ���'�ii Uj N (4) BAYS MIN. 11XX GABLE BRACING @ 48" X OPENINGS & 32" O.C. U .••• �: a (2) 10d NAILS @ EA. O.C. NOT REG D 6 A A U. ., .._ Z BOTTOM CHORD W/ 7" MIN EMBED. & 2" `_ • �' :.Vj o FROM EAVES GABLE END Opp O,Q WASHER. AT SLAB O cc U t Q (U SHEATHING FASTEN N/NG STEP DOWNS, EMBED. Z 40- PER PLAN. MUST BE 7 BELOW O 6..:� dee Q d STEP ••• pQO •.• z W �g� e` Q ❑ ••••f••N• ! P.T BASE PLATE O '®®e� C����� _ CONTRACTOR TO FIELD VERIFY WHICH ��s®rrrr'rna1�e��� � CONDITION IS REQUIRED. CONTACT EOR u NAIL GABLE END FOR ADDITIONAL INFO AS REQ'D m NOTE: CONTRACTOR TO NAIL BOTTOM CHORD TO GABLE H GABLE BRACING + UP TO 4"-8" NO BRACE REQUIRED 4'-8" < H 4 T-0" PLATE USING 10d NAILS SIMPSON A23 @ EACH A35 DIAGONAL TO 9'-4" < HA14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1`18'-8" STRONGBACK W/ (2) 2x4 BRACE moo AT 12" O.C. BRACE TO PLATE TRUSS BOT. CHORD REQ'D. SEE SCHED. FOR BEARING WALL oOfr� M 3 1/4" HOLD 1/2" J -BOLTS w/ V y FOR REQ'D PT 2x8 PLT., CANT. FOR I STUDS REQ'D. MORE INFO. p WASHERS (MIN. 6" 2x4 BLOCKS. CONNECTIONS Z CLG. NAILING SURFACE p o ° EMBED) MIN. 6" FROM REFER TO GE02 fi FO TYPICAL HEADER DETAIL a p o � Z EACH END AND 32" O.C. w 2x4 ATTACHED TO EA. (2) 10d NAILS @ EA. MAX (2) 10d NAILS @ EA. Q o��° BOTTOM CHORD (2) 10d NAILS r� -+ BOTTOM CHORD Q 0 O z co a" D = W 2x4 SYP #2 BRACING @ 24" O.C. LL 2x4 BLOCKS. a Q 00 FOR FALSE BM ATTACHMENT w/ (3) 10d TOENAILS EA. END I- REFER TO GE02 00 L 2x TOP PLATE TO GABLE END W/ - BRACING CHART H GABLE BRACING + UP TO 4"-8" NO BRACE REQUIRED 4'-8" < H 4 T-0" (1) 2x4 BRACE 7'4" < H 6 9'4' (2) 2x4 'BRACE (SEE SECTION A -A) 9'-4" < HA14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1`18'-8" STRONGBACK W/ (2) 2x4 BRACE moo PROVIDE 16d NAILS a SIMPSON A35 CLIPS 16d NAILS @ 6" O.C. GABLE END TRUSS TO SI O.C. FRAMING FOR FALSE BEAM, IF REQ'D --- 2x4 BRACE IF REQ'D _ PLT.@12" O.C. MAX. TIE BEAM COURSE w/ (1) w/ (3) 10d NAILS @ EA. TRUSS BRACE SEE CHART. H #5 CONT. 2x4 STUDS 24" O.C. w/ SINGLE CMU WALL OR LINTEL @ FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM U BELOW BASE & TOP PLATE w/ PLYWOOD 6 O.C. STRONGBACK TO Z SHEATHING COVERING IF READ @ DIAGONAL z Z CMU WALL CONNECTION CLEAR SPAN CONNECTION -----� GABLE VERTICAL 2x4#2 SYP CONT. w/(2) 0 c� 16d COMMON. NAILS O �, ^ (!) U . 2ND 2x4 BRACE IF EA. STUD OR TRUSS U V) Lu U W X REQ'D, SEE CHART MEMBER, TYP. (MAX. Q rn co ti �=— 24" O.C.). IF MASONRY, z °� cd O - d� ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GALE BRACING*** A -A GABLE VERTICALBRaCING 2x6 USE (2) 1/41- TAPCONS o Q z W z > J w/ MIN. 2 EMBED. @ w Q O -j u co 10d COMMON NAILS @ 24" O.C. p LU _j p ~ 0 >" o CL ) 05 0 ro 8 O.C. �QrO<w o 4 ,. TRUSS PER PLAN 0 Q Z 3: z 4iO�GABLE END FLAT CEILING CONNECTIONS EO GABLE END BRACING z O zz P w Y O 3/4"=1'-0" .J U�Q�?a 3/4"=1'-0"' O < U_ u0-, `� -- WOOD/MASONRY z O 1st KING STUD INTO HEADER PER HEADER SCHED. THEN SP4 @BASE OF EA. U U ° WALL OR TRUSS, SEE w_j ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE O SEE GABLE REQ'D. SEE SCHED. FOR BEARING WALL oOfr� M CONNECTION DETAIL NUMBER OF KING AND JACK SCHEDULE FOR V y FOR REQ'D I STUDS REQ'D. MORE INFO. p CONNECTIONS Z p o ° fi FO TYPICAL HEADER DETAIL a p o � Z 2x4 ATTACHED TO EA. 1/2"=1'-0" O ❑ GABLE 2x4 BRACE WITH Q o��° (2) 10d NAILS r� -+ Q 0 O ROOF SHEATHING, FASTEN PER PLAN w a" PROVIDE 16d NAILS a SIMPSON A35 CLIPS 16d NAILS @ 6" O.C. GABLE END TRUSS TO SI O.C. FRAMING FOR FALSE BEAM, IF REQ'D --- 2x4 BRACE IF REQ'D _ PLT.@12" O.C. MAX. TIE BEAM COURSE w/ (1) w/ (3) 10d NAILS @ EA. TRUSS BRACE SEE CHART. H #5 CONT. 2x4 STUDS 24" O.C. w/ SINGLE CMU WALL OR LINTEL @ FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM U BELOW BASE & TOP PLATE w/ PLYWOOD 6 O.C. STRONGBACK TO Z SHEATHING COVERING IF READ @ DIAGONAL z Z CMU WALL CONNECTION CLEAR SPAN CONNECTION -----� GABLE VERTICAL 2x4#2 SYP CONT. w/(2) 0 c� 16d COMMON. NAILS O �, ^ (!) U . 2ND 2x4 BRACE IF EA. STUD OR TRUSS U V) Lu U W X REQ'D, SEE CHART MEMBER, TYP. (MAX. Q rn co ti �=— 24" O.C.). IF MASONRY, z °� cd O - d� ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GALE BRACING*** A -A GABLE VERTICALBRaCING 2x6 USE (2) 1/41- TAPCONS o Q z W z > J w/ MIN. 2 EMBED. @ w Q O -j u co 10d COMMON NAILS @ 24" O.C. p LU _j p ~ 0 >" o CL ) 05 0 ro 8 O.C. �QrO<w o 4 ,. TRUSS PER PLAN 0 Q Z 3: z 4iO�GABLE END FLAT CEILING CONNECTIONS EO GABLE END BRACING z O zz P w Y O 3/4"=1'-0" .J U�Q�?a 3/4"=1'-0"' O < U_ u0-, `� -- WOOD/MASONRY z O WALL OR TRUSS, SEE w_j W O PLAN (TRUSS SHOWN) Z D02 LEDGER @LOW ROOF ❑ W 0 = W 2x8 RIDGE BOARDO 2x4 SYP #2 BLOCKING -� @ 48" O.C. MAX. W/ (3) TRUSSES AT 24" O.C. E' Q r.. 2x6 COLLAR TIE HALF 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD ❑ F w 'IC M WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) END. REDUCE SPACING TO 24" O.C. PLAN ATTACH PER NAILING SCHEDULE BEARING WALL PER SIMPSON DTC @ 48" W © N Z 10d COMMON NAILS @ @WALLS CARRYINGPLAN STUDS @ 24 O.C. ATTACH W/ (6) 8d w 0 J EACH END (TYP.) LOADS SUCH AS O.C. MAX. STUD NAILS (MAX. a ❑ �- 2x6 RAFTER TO 2x8 CABINETS OR HEAVY SPACING 70 BE WN TO VERTICAL GAP 12 (/� 0- 11 0 RIDGE BOARD W/A35 SHELVING R6 0 C. MAX @ BETWEEN LONG BLOCK &TRUSS TYP. NON -LOAD w co N W > W 2 ON (1) SIDE OF SIMPSON DTC @ EACH _ _ ---- LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER ❑ F- Z J 0 W I I RAFTER & A35 ON ADJ HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) PLAN. STUDS @ 24" O U _ ❑ W � I RAFTER TO OPP SIDE LOCATION. ATTACH W/ CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD —0 (AS SHOWN) (6) 8d NAILS (MAX. 4"' SHELVING. TO 24" O.C. FOR i� SPACING TO BE N W W Z 24's @ 24" O.C. MAX. VERTICAL GAP WALLS CARRYING REDUCED DOWN TO 0 CL FASTEN SYP OR SPF BETWEEN 12" LONG - - �_ HOLD TOP OF LOADS SUCH AS �- 16" O.C. MAX. @ Q 'O P: w Q 1 2x6 (MIN.) PLATE THRU BLOCK & TRUSS NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING Z ❑ +� � SHEATHING PER PLAN BOTTOM CHORD/ WALL DOWN 1�� SHELVING LOADS SUCH w❑ V Q = W/ 1/41-x4-1/2"' SIMPSON TRUSS BLOCKING. ) 02 BELOW BOTTOM OF __.,, .CABINETS .— H HEAVY in G7 W � Crl ,•- ... - SDS SCREWS TO TOP 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. ly,l Z W Z Y � �- Z — — _.. — — '' ` CHORD OF EACH LONG @ HORIZONTAL CHORD. LONG @ TRUSS 0 �— TRUSS BELOW BLOCKING LOCATION _ _ `ry LOCATION FOR CLIP F- m Cl. FASTEN CONV: 2x FOR CLIP ATTACHMENT, @ 48 GATTACHMENT. VALLEY RAFTER ATTACH O.C. ATTACH TO WALL SINGLE TOP PLATE W / HOLD TOP OF BLDG DESIGN: ___ FRAMING (OR PRE -ENG TO WALL SINGLE TOP MIN. (4) 8d NAILS. NON -LOAD BEARING STRUCTURAL ENG_ MCD JP VALLEY TRUSSES) TO PLATE W / MIN. (4) 8d WALL DOWN 1-2" DRAFTD 2x PLATE WITH NAILS.. BELOW BOTTOM OF SIGN: --- SIMPSON MTS12 OR SINGLE 2x TOP PLATE TRUSS BOTTOM_ -STRUCT: MB LSTA12 & (5) 8d NAILS PARALLELTRUSS SINGLE 2x TOP PLATE PERPENDICULAR TRUSS CHORD. QC CHECK: cc @ EA. RAFTER TO PLT. JOB No. PSQ-2172000 CF01 FIELD FRAMED VALLEY DETAIL fiF2 NON-BEARING WALL SCALE: ---as INDICATED 1/2"=1'-0" 1/2"=1'_00 DATE: — 12/01/17 SD2 .,_COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMRLLC is strictly & ASSOCIATES, y prohibited. I .1 rli 2x4 BLOCKS, (2) 16d SHEATHING PER PLAN NAILS @ EA. END. OV SO 2'�<FNL9Ae70 BLOCK ADJ. BAYS @ 1'-0" MAX PLYWOOD CANT. O.H, EA,DIAG. AS SHOWN, SEE ELEV, FOR FASTEN ROOF O.H. SIZE SHEATHING TO PER 2x8 SEE PLAN WHERE O.H. IS > 1'-0" BLOCKS w/8d NAILS DROP END GABLE @ 6" O.C. / A OUTLOOKERS @ 24" O.C. TO RUN BACK TO 1 ST COMMON TRUSS WITH (3) 12d TOENAILS CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. CONT. 2x4 GABLE ROOF NG,Op PRECAST LINTEL PER OV SO 2'�<FNL9Ae70 ROOF SHEATHING, FASTEN PER PLAN 2x4'S @ 24" O.C. FASTEN PLAN (5) 16d NAILS BRACE crti0A, 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN TO BLOCKING 2x8 W/ (2) 16d TOE ti NAILS EA. END N h FRAMING DETAIL BLOCKING ATTACH TO DOUBLE TOP PLATE B 7/16" OSB W/ (2) 8d `'---- GABLE END 2x4 FRAMING @ 24" PROVIDE 2x4 BRACE 2x4 FRAMING @ 24" TRUSS PER PLAN OR CONV. FRAMING w/ E 6d NAILS @ 16" O.C. TO SHEATHING FASTEN 2x SCAB w/ 10d NAILS TO EA. ADJ. DIAD. 2x BUCK PER MD04 CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G PROVIDE (4) 10d x 3" NAILS AT JOINT PER PLAN PROVIDE (4)10d x3" FASTEN TO DIAG.w/(2) FO1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE PER -ENG TRUSSES SPLICE AS REQ'D 2x SCAB w/ 10d NAILS 16d NAILS. (2) 2x4's (2) 2x6's PER PLAN " �'• @4"O.C. WF 0 TYPICAL BUILT-UP STUD COLUMN DETAIL TRUSS CONNECTION PER -ENG TRUSSES SIMPSON DIAG. 2x6 SUB FASCIA PER PLAN 2x6 SUB FASCIA PER PLAN TOB BLOCKING GABLE BRACING @ 48" PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/-10°) BRACE NOT REQUIRED 6' FROM EAVES. -- TRUSS PER PLAN SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 SEE GABLE BAYS WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" OV SC x�FN�gA TO ROOF NG,Op PRECAST LINTEL PER OV SO 2'�<FNL9Ae70 ROOF SHEATHING, FASTEN PER PLAN cTtiOp FASTEN PLAN AROUND CURVE. MIN. crti0A, 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN (2) - 8d EACH END 2x8 W/ (2) 16d TOE ti NAILS EA. END N h FRAMING DETAIL BLOCKING ATTACH TO DOUBLE TOP PLATE B 7/16" OSB W/ (2) 8d H3, H4, OR H5 @ EA. END OF TRUSS OR C 2x4 FRAMING @ 24" 10d x 3" COMMON 2x4 FRAMING @ 24" TRUSS PER PLAN OR CONV. FRAMING w/ E 6d NAILS @ 16" O.C. TO O.C. MAX. 2x SCAB w/ 10d NAILS O.C. MAX. 2x BUCK PER MD04 CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G PROVIDE (4) 10d x 3" NAILS AT JOINT @ 4" O.C. PROVIDE (4)10d x3" 00 FO1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE PER -ENG TRUSSES NAILS AT JOINT 2x SCAB w/ 10d NAILS OPP. SIDE (2) 2x4's (2) 2x6's PER PLAN " �'• @4"O.C. WF 0 TYPICAL BUILT-UP STUD COLUMN DETAIL TRUSS CONNECTION PER -ENG TRUSSES 2x6 SUB FASCIA PER PLAN 2x6 SUB FASCIA PER PLAN CMU WALL PER PLAN (2) 8d TOE NAILS TO LEDGER TRUSS CONNECTION (2) 8d TOE NAILS PER PLAN LOCATION TO LEDGER o 2x4 PT LEDGER W/ (3) 16d COMMON LU 2x4 LEDGER W/ (2) 16d aIm 1/4 x4 TAPCONS 12 1 2x FRAME WALL PER NAILS @ 16" O.C. 2x W/ (2) 16d O O.C. PLAN TOE NAILS Q SEE ELEV. FOR SEE ELEV, FOR O.H. SIZE D.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL fiFf' TYPICAL SCAB OVERHANG Z F- 7/16" OSB W/ (2) 8d w 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DI 3/4"=1,-0" ... - u....._.._ _---�--�--� �----- - ____I_ y.� --- _ �_....,:-��.. _ ..., � _.,. _ _ ----_ � ___-_ �� .� � .� LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" AROUND CURVE. MIN. 1" EDGE 1 1/2" EDGE 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN (2) - 8d EACH END 2x8 W/ (2) 16d TOE VIEW w/ WOOD -- NAILS EA. END N 2x SPF CONT. FRAMING DETAIL BLOCKING ATTACH TO DOUBLE TOP PLATE B 7/16" OSB W/ (2) 8d H3, H4, OR H5 @ EA. END OF TRUSS OR C NAILS 10d x 3" COMMON 7/16" OSB EA. SIDE, W/ TRUSS PER PLAN OR CONV. FRAMING w/ E 6d NAILS @ 16" O.C. TO z SIDE & TOP NAILER FINISH PER ARCHSFIN 2x BUCK PER MD04 CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G THIS SHEET RAFTERS w/(2) LAYERS 3/4 CDX SHEATHING HEADER 6M ARCH WINDOW FRAMING DETAILS 3/4"=1,-0" ... - u....._.._ _---�--�--� �----- - ____I_ y.� --- _ �_....,:-��.. _ ..., � _.,. _ _ ----_ � ___-_ �� .� � .� LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE NOTES: -- 2x BLK'G. TO O.S.B. W/ jgkARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" �-- HEADER (SEE PLAN) 1" EDGE 1 1/2" EDGE 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLWG. TO O.S.B. W/ 10d x 3 COMMON (2) - 8d EACH END END VIEW w/ WOOD -- NOTES: LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F 1) ADJACENT NAILS ARE DRIVEN FROWOPPOSITE SIDES OF THE COLUMN ROOF SHEATHING FOR STRAP �h 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" 2 1/2" EDGE 1" EDGE 1 1/2" EDGE TOP CHORDS OF TRUSSES BELOW WHEN loe 10d x 3 COMMON p p 2 1/2" z W 1 1/2" W N C114 10N FRAMING DETAIL N DOUBLE TOP PLATE B N T" H3, H4, OR H5 @ EA. END OF TRUSS OR C N 10d x 3" COMMON 10d x 3" COMMON OPP. TRUSS PER PLAN OR CONV. FRAMING w/ E O SIDEa z z FINISH PER ARCHSFIN Z CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G HEADER RAFTERS w/(2) LAYERS 3/4 CDX SHEATHING HEADER a 00 00 FO1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 00 a 10d x 3" COMMON OPP. SIDE (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN WF 0 TYPICAL BUILT-UP STUD COLUMN DETAIL 1-1/2"-1'-0" z Q 00 - OUTSIDE (2) 2x4's v, I C. 6 C 0 z Q a 00 EDGE DISTANCE PER�X INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN > 2x STUDS @ 16" O.C. FOR KNEE WALL 10dx3" 10d x 3" OPP. SIDE kNCE PER LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F F B O ROOF SHEATHING FOR STRAP �h C M D \/ PROVIDE 2x4 BLOCKING W/(2)16d NAILS EACH END p OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS a p OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW SP4 DOUBLE TOP PLATE PLATES OVER ROOF DECK PER VALLEY H A K U FRAMING DETAIL TO EACH CRIPPLE STUD DOUBLE TOP PLATE B C OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C RAFTER TRUSS PER PLAN OR CONV. FRAMING w/ E LU STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN Z CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G HEADER RAFTERS w/(2) LAYERS 3/4 CDX SHEATHING HEADER H NAILED @ 6"O.C. STAGGERED FO1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE u, - O =SIGN OF WMR & ASSOCIATES LLC. Any , useduplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p o c (2) ROWS 12d NAILS (D O LSTA30 STAGGERED @ 12: O.C. Q ' HEADER TO EA. FACE OR (3) ROWS o ¢ 9�a`o STUDS U.N.O NAILS STAGGERED O @ 12" O.C. FOR 2X10 @ HEADER PER --� OR GREATER HEADER a LOCATION o (3) 16d COMMON LU aIm NAILS (TYP.) 2x W/ (2) 16d O Z TOE NAILS Q O EACH END 2x4 SPF CONT. ~ CL BLOCKING ATTACH TO 1(o Z F- 7/16" OSB W/ (2) 8d w C) 3: 3 NAILS a w U 7/16" OSB EACH SIDE, 2 OU C) W/ 6d NAILS @ 16" O.C. z TO SIDE & TOP NAILER a W �W O U 2x BUCKS, < W LLU Ur" W V - OUTSIDE (2) 2x4's v, I C. 6 C 0 z Q a 00 EDGE DISTANCE PER�X INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN > 2x STUDS @ 16" O.C. FOR KNEE WALL 10dx3" 10d x 3" OPP. SIDE kNCE PER CN CN `\- CD h'° Q " Z � Q LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F F B O ROOF SHEATHING FOR STRAP �h C CONT, ROOF SHEATHING NAIL PER PLAN D \/ PROVIDE 2x4 BLOCKING W/(2)16d NAILS EACH END p OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS U BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H A J2x PLATES OVER ROOF DECK PER VALLEY H A K U FRAMING DETAIL B O DOUBLE TOP PLATE B C OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C RAFTER TRUSS PER PLAN OR CONV. FRAMING w/ E \%' OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN MIN. H2X6 G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G HEADER RAFTERS w/(2) LAYERS 3/4 CDX SHEATHING HEADER NAILED @ 6"O.C. STAGGERED FO1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. =SIGN OF WMR & ASSOCIATES LLC. Any , useduplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p CN CN `\- CD h'° Q " Z � Q I DRAFTING: -DESIGN: --- STRUCT: MB 1 QC CHECK: CC 1 JOB No. PSQ-2172000 1 SCALE: AS INDICATED 1 DATE: 12/01/17 1 SD3 a W U U 0 W oly o a ' D� f¢ 0 o c ° O z o ¢ 9�a`o z b�� o aIm w N Z F- 3: 3 w U z z �W O U VJ LLU Ur" W Q �UT� E .1 c A p h O z '�'nnLl1Z�N� Uj Z<0_j-u (0 (nJU1¢<�O�o 0 OW� U =)wC) 10ZI,-120 0 z01zWz z Q J V<QW_ja o a LL 0 H O. z pQ i W W ~ Z a F- W — z �.. UI.... W Od a z W (7 z N I.. W UJ a, 1-- —1 w V! > W u N W J �W > � 0 E Z WU) U) �ZOC <C O o. I— W o° ~�°aa (f)(D W p I- m a. CL N BLDG DESIGN: --- STRUCTURAL ENG: MCD I DRAFTING: -DESIGN: --- STRUCT: MB 1 QC CHECK: CC 1 JOB No. PSQ-2172000 1 SCALE: AS INDICATED 1 DATE: 12/01/17 1 SD3 NOTE: PIPE OR DUCT W/ (2) 1 O NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED TOP PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE PLATE PLATE TO FRAME WALL OR PRE ASSEMBLED WALL PANEL W/ (2) LEAST 8'-0" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP 10d NAILS @ 8" O.C. (FOLLOW TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT NAILING REQUIREMENTS THIS INSTALL SIMPSON 009 ¢ O -Uj_ c(0 ' U TOP PLATE. ATTACH DETAIL FOR ALL TOP PLATE PSPN516Z W/ (12) 16d • NAILS TYP. TOP & BOT. BOTTOM PLATE 1 W/ (2) 10d NAILS 3" O.C. (SOLID BLOCK W/ 2x6) SPLICE LOCATIONS) + * ATTACH 2x4 STUDS TO o=z w z 0 2x WALL, SEE PLAN 2x4 #2 SYP P.T. TRUSS PER PLAN + (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d BLOCKING @ 24" O.C. WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT W/ (2) 12d END NAILS + THEN (2) ROWS 10d ALL LOCATION , • • . TRUSS PER PLAN @EACH END DTC CLIP, (2) 8d NAILS NAILS @ 8" O.C. INTO BLOCKING, (2) OTHERWISE 2x4 WALL BEYOND AGAINST TRUSS PER PLAN 3/16" x 2 3/4" TAPCONS 2x8 STUDS ATTACHED PER IN CMU. OR SIMPSON (WF08/SD3) META16 @ 24" O.C. MjN OVERLAP TOP PLATE ' • ATTACH 2x8 STUDS TO TOP TOP SPLICE PLATE W/ (4) 12d TOE -NAILS AT CORNER @ TYPICAL AT ALL LOCATION El Ej LAY 2x4 BLOCKING @ DOUBLE 2X4 NAIL BOTTOM PLATE DTC L3 HINTO BLIOCKING NAILS TOP PLATE • • BUOEACH PLY ILT UP COLUMN �, 24" O.C. OVER THE w iig MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM ATTACH 2x4 STUDS TO BELOW 1N/ (2) 10d LINTEL SEE PLAN M.°' IN CMU. OR SIMPSON CHORD. ATTACH W/ (2) TOP PLATE W/ (3) 12d NAILS 10d NAILS @EACH META16 TRUSS @ 24" O.C. TOE -NAILS TYPICAL AT TOP PLATE CORNER TRANSITION TOP SPLICE ALL LOCATION :._---'�"`- STD CONDITION @ CMU BEARING CONDITION @ CMU WALL BOTTOM SPLICE OVER DOUBLE 2X8 TOP STUD PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) SIMPSON DTC, (z) 8d 2x4 BLOCKING (2) 12d fiFO TYPICAL TOP PLATE SPLICE @ BRG. WALL NAILS INTO BLOCKING, NAILS, TOENAILED @ TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING 3/4"=1'-0" PLATE PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d (2) 16d TOE NAILS NAILS INTO TOP PLATE 2x4 SYP #2 BLOCKING, BRACE TO LEDGER @ 24" 0.C. W/ (2) 12d 2x4 LEDGER W/ (2) 1 Od DOUBLE TOP PLATE END NAILS EACH NAILS @ EACH WEB 41 Tfl END: 2x DBL TOP PLATE 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS 3/8„ SHEATHING PER PLAN WHEN CLOSURE WALL EXTERIOR SHEATHING. BEYOND UPLIFT RESISTANCE: NO OTHER FASTENERS 1O NAIL SHEATHING AT FRAME WALL BOTTOMPLATE WALL SHEATHING PER IS 3FT OR TALLER - 2x gATTACH PER PLAN REQ'D. EXCEPT AS NOTED N PLANS. AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) PLAN SYP#2 BOTTOM a• FROM TOP OF WALL — -- — —762 — -- — -- — — u. BLOCKING REQ'D @ w TO BOTTOM — — _ T w Z ROW OF 8d COMMON NAILS @ 3`' O.C. oI 'A' =NAIL SPACING 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS 6 — _ I� U O J 2U NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3 JVULBAYS W/ (3) 12d 2x8 #2 SPF STUDS AT I( I I II �I II W z D Q O.C. v ~ "- = 3 NAIL OPENING PERIMETER w/ 2 ROWS OF 8d NAILS 1/2" A 1/2" TOENAILS EACH END. 16 O.C. II I II II II w i- cn Q O J I_ _ _ .--11 _.-. — a z O i- @ 3 O.C. STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER 2x8 #2 SYP PT. BASE III a � z = W/ (3) 12d NAILS @ III III I I I I I WALL SHEATHING W U_ ca ( NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. ° ,. PLATE W/ 1/2" x 8" SPLICE, SEE SPLICE O W EACH STUD ANCHOR BOLT OR III III II II I U.N.O. ON PLANS 1/2" (4)1 Od NAILS @ EA. N DETAIL, MAX 1/8" D STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d TITEN HD @ 32 O.C. & III OPENING III II LI II SPACE BETWEEN W W BLOCKING TO MASONRY WALL OR4 ua �- COMMON NAILS @ 3 O.C. DOUBLE NAIL EDGE SPACING 6" FROM EACH END III III II PANELS _ PLATE LINTEL SEE PLAN U) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING III 3 I) I I II I I J HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @TOP & TRUSS PER PLAN TRUSS PER PLAN VAULTED CONDITION @CMU III ARTYP.OUND III II II II 2x STUDS BEYOND BOTTOM STUD (2)1Od NAILS TO III LII I I LI II SHEATHING SPLICE III OPENING III II II II SEE PLAN FOR MORE O (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR O Q VERTICAL MEMBER IF GABLE END W a o o _ O W H W O z CL W O O Q LU m CL W O U > nW Q W BOTTOM CHORD _ INFO t- t-- O SHEATHING & L @Fr4CH END OF III 71 �' _fl_ III II II I - V.,GYPSUM WALLBOARD Z BLOCKING III L I I II I II I II II II 3/4"=1'-0 BLOCKING D I I I I I I I I I I I I II I I I I © U) 1.- m 2x4 SYP #2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. Imo_ —_I� --• � U- cv g BOTTOM CHORD W/ (2) 12d END NAILS — _ 7 v U_ @EACH END OF @EACH END.. — — FLOOR SYSTEM FL — m z C-4 C) W- Z m m r BLOCKING T 009 ¢ O -Uj_ c(0 ' U FLATWISE (2) 16d 0 NAILS EACH END n- WALL SHEATHING PER2x GUT TO FIT BOTTOM PLATE 1 PLAN OPENING SIZE BEYOND SEE PLAN 01 o=z w z 0 2x WALL, SEE PLAN SHEATHING DIAGRAM ALTERNATE BLOCKING 0- FRAME CONDITION F1 EXTERIOR SHEATHING SCHEDULE FO NON-BEARLNG WALL CLIP DETAIL , MERITAGE SCALE: 3/4"=1"O" 3/4"=1'-0 BLOCKING D 0 Cn JOINT, MAX. 1/8" GAP O o W U w NAILING Q Jo JE PER O W c o�S Ocn �, ' SCHEDULE z m z C-4 C) W- Z m m r 2x4 BLOCKING PLACED w< 009 ¢ O -Uj_ c(0 ' U FLATWISE (2) 16d 0 NAILS EACH END n- W H o>- c c J O SHEATHING SPLICE DETAIL � W Q S Z¢ F2 0 O� Q o=z w z 0 z OzWYO o Q IQ— o � m z O W c � w W ° W -- C� Lu I 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 2x4 #2 SPF TO GABLE ENDS UDS SCREWS" SIMPS. SDS (2) 164" X 3./2" Q H SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO & MORE INFO w! (2) 16d END NAILS 51MPS. SDS SCREWS @ 16" O.C. MAX.; W LIJ C4 z '� TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) (D 0 Z F-- p CONNECTION CONNECTIONEACH END EXTERIOR WALL/TRUSS 1/4" x 2 3/4" TAPCONS AT 12" O.C. m w 0 0 ,+ XXXX 2x12' BOX HDR w/ 2x8'5 USE (3) SCREWS/TAPCONS FOR ALL � � � h TOP &BOT., 2x$ TO 2x8 #2 SPF VERTICAL CONDITIONS TILE ROOF 1 / 10d X 3"' NAILS @ 24 O.C. w/ EXT. 2x4 #2 SPF w o W W 11 2x12 w PER BLOCKING 24" O.C. SEE PLAN = N J • @ 6 O.C. 2x12 AT SHEATHING @ WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SIMPSON H3 CLIP U O 0 W W LINTEL w/ (2)ROWS OF + ++ " (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF 2x4 SYP #2 LEDGER. m = - 0) + SHEATHING PER PLAN IY � Q W 1/4" x 4" TAPCONS @ @ TRUSS MEMBER MORE INFO & + + ROOF SHEATHING TO STUDS OR BEAM w/ �- �---" W W 2x4 #2 SYP P.T. EA. + "" , ", u) Z a 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x CONNECTION (2) 1/4 X 4/2 SIMPS. (4) 10d NAILS FOR .r STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x + �. 1 6. SDS SCREWS @ 16" CONV. FRAMED `—t w = TRANSOM BETWEEN SEE WALL CLIP DETAIL TO GABLE END STUDS MEMBERS ONLY w O F— (� Q TRANSOM BETWEEN TOENAILS INTO OTHER O.C. MAX.; FOR MORE INFO 2x$ #2 SPF VERTICAL LINTELS TRUSS LINTELS 24" O.C. w/ EXT. w/ (2) 1/4" X 3'/" SIMPS. U U Vi Q = 2x8 #2 SPF VERTICAL @ N I i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER SDS SCREWS @ 16" 4'-0" MAX. w Z NAILING SCHEDULE & O.C. MAX.; p LINTEL PER PLA i I 2x6 #2 SYP P.T. CONT. SHEATHING PER 0 _ 0 t- i — 2x6 #2 SYP P.T. CONT. w/ (2) 1 /4" x 3 1 /2" O T 3 . � w/ 2 1/4" x 3 1/2"' � NAILING SCHEDULE & �• (4) 12d NAILS EACH � =� W Q p r• SYP 2S EDGER/w/ 1/4T COMMUNITY SPECS TAPCONS @ 12" O.C. TAPCONS @ 12 O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP F- m � IO. N SPACED EVENLY SPACED EVENLY x 2 3/4" TAPCONS @12" BLDG DESIGN: --- TRUSS MEMBER AND BOTTOM CHORDS ALONG W/ WEBBING) O.C. VERTICALLY VERTICALLY 2x4 SYP #2 OR STRUCTURAL ENG: MCD 2x6 USE (3) SCREWS/ PRE-ENGINEERED 2) 10d NAILS @ 2x8 w/ (2) 1Od NAILS @ TAPCONS FOR ALL DRAFTING: 2x8 w/ (2) 1Od NAILS 2x8 w/ ( ROOF TRUSSES 24" -DESIGN: 311 O.C.(T E NAILS @ POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL Q.C. MAX.-STRUCT: MB @ CONDITIONS @.TILE @ POCKET SGD 3" .0TO EA. 2x6 POCKET SGD EACH VERTICAL ROOF ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY BUILDER BUILDER SIMPSON H3 CLIP SHINGLE ONLY v- --_-__-_._...__-__ BUILDER DESIGNED FOR QC CHECK: CC _.... BUILDER JOB Na ----- ___ PSQ-2172000 R POCKET SLIDER w/TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER S0 HEADER POCKET SLIDER D01 TYPICAL SHED ROOF DETAIL scALE: AS INDICATED S01 HEADER @ ---------..._._ 1/2"=1'-0" 1/2"=1'-0" DATE: 12/01/17 1 SD4 the ex 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 h expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.