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HomeMy WebLinkAbout3794 Saltmarsh Lp 17-2316 (a)28'-8" 12* -0" AIC COMP. 3050 S.H. 3050 S.H. _ CCovered lanai I LU q o 9'-4" CLG. F.F.F. I U)8'" 15'-4" 81" 1g -4'f 8,-01" 2",6"" I Gathering- Room - --- 9'4" CLC. 8'-0" x 8'-0" S.G.D. Dinin Room 9'-4" CLC. iQ N m N tN 12" TOP EXT. 2T-4" 9'-211 '•10" to 6'-4" FRAME KNEEWALL T BELOW 36" BARTOP TC D.W. DBL. SINK w/ 8'-10" DISPOSAL 181,61' Kitchen4 RANGE w/�- • 944" CLG. HOOD ABV. �1 42" KNEEWALL W/ DECO CAP op COUNTERTOP — (TYP.) N 36" HT. w/ CAB. ABV. O LL --4--J 066 36" D IL )\ I I I I S O G ei M 6- . Ii 18R 7 32" SL PECLI I 6 N , I I I I ti N 4.4 41-0 \ I 11i' -0"I 3.811 "All C M. T 1'-0„4 P;) `tib 11 1/2" GYPSUM BOARDS W,H, P , APPLIED TO GARAGE SIDE M FULL HT. N SINK & UNDER STAIR SURFACE WALL N CV ? Q AND SIDES 5" 11" d o0 4"-01" _ 15'-8" 2.-41" 1 �7_ Pw r. 4 12 94' CLC. I "x 1 N W.C. JL _l ao 81" 3080 DR. 2030 F.G. 3'-0" 4'-2" TMP 4" I Entry w > O" 11'"4" CLG F.F.F. — — — — — --- — — — - - - I 2 Car Garage 0 9'4° CLG. F.F.F. CO WZ � I M.B. I I I I 16'-0" x 7'-0" GAR. DR. 714" $"� 11,811 16'-011 91.4/1 191,4", - X77 28'-8`' First, Floor Plan SCALE- 1/8" = 1'-0" (1107) 1!4" = T -O" (2204) GENERAL NOTES KEY: ABBREVIATIONS: 2- INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. MT - METAL THRESHOLD FR - FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR -TRANSOM GB - GLASS BLOCK PKT - POCKET DOOR OBS - OBSCURED GLASS TEMP -TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS BF - BIFOLD TYP. - TYPICAL op °D U4 SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. GENERAL NOTES KEY: ABBREVIATIONS: 2- INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. MT - METAL THRESHOLD FR - FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR -TRANSOM GB - GLASS BLOCK PKT - POCKET DOOR OBS - OBSCURED GLASS TEMP -TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS BF - BIFOLD TYP. - TYPICAL U4 SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. cs NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB c ,-r a z SITE. uj 9 2. DO NOT SCALE PRINTSI CONSTRUCTION TO BE FROM Lu U - CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. ♦ �i 3. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED �� ���.• •., �2 BY COMMUNITY AND COUNTY CODES. fi 4� �•Z �- ©� e[ 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER « 00 o ¢ �� 'z CODE M307.2 & M1309.3. !;'L%� z Q•° 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER ��i� 6'� `"°••••°•°°® ••� SPACE: ��''/111 t 19111®e®a m 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 1 0 7. PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ REF. SPACE. N w00 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. N 'N r- 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. Cf) �? ( N 10. REFER TO EXTERIOR ELEVATIONS & TYR DETAIL DII"QN E E � 04 o SHEETS FOR EXTERIOR WALL FINISH SEPC'S. � a O 11. REFER TO DETAIL SHEETS FOR FLASHING I� . N 0 :s � REQUIREMENTS AT ALL WOOD TO MASONRY `-'' •x• z 9 INTERFACES. t '� LV LL LL - L12. 12.ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 " U) U.N.O. �, z 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7" Z (D U.N.O. d rI 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O.w •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N,O. o 0 15. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN Vi ca W u UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL E z BE CONSIDERED SHEAR WALL SWS = SHEAR WALL ui SEGMENTS. �V) 16. FRAME WALL SEGMENTS WHICH HAVE AN Lu UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL � � W BE CONSIDERED SHEAR WALL SWS =SHEAR WALL w m SEGMENTS. u-1 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL o z W 0 a _3 n BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING 00 _ M SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT am u LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. °- z m a) Q 1'''�11 u- 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING o mono Z' -p BENEATH HABITABLE ROOMS (TYP.) (n O 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 MIT M m C Cn M.P.H. CL n w M 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING ui z H 0 DEVICES INSTALLED. a z Z DOOR NOTE KEY: DOOR SIZE CALLOUT: = o 8 p p 20= 2'-0" 40 B.F. 4'-0" BIFOLD o 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD Q 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD a o 28 = 2'-8" 30 = T-411 a Via p" CDM * ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER z 0 ' BUILDER/CLIENT p N Ln a WINDOW NOTE KEY: n �- Eo c m �Q oQ� WINDOW SIZE CALLOUT: ~ �" '' C r 2040 = 2'-0" x 4'-0" 'v o m 0 2050 = 2'-0" x 5'-0" Q w L O o. 2060 = 2'-0" x 6'-0" n * ALL WINDOW CALLOUTS ARE MEASURED IN FEET &�, INCHES AS PER THE EXAMPLE TABLE ABOVE. Q w * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OFz, f WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312:2). Area Tabulations Living: _ ISSUE DATE 09/08/201 i 1 st floor: 927 sf Lu REVISIONS 2nd Floor: 1,059 sf Ld PROJECT:. 17-0175 Total Living: 1,986 Sf z SCALE: AS NOTED entry: 50 Sf as z T DRAWN BY: JML & JFT ca DESIGNED BY: MJS covered lanai: 96 sf N 28'-8" Second Floor Plan - SCALE 1/8" =1'•0' (11x17) 1/4' = 1'•0" (2204) L� _. ............ ............... . GENERAL NOTES KEY: ABBREVIATIONS: 2 INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. MT - METAL THRESHOLD FR FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR -TRANSOM GB - GLASS BLOCK PKT - POCKET DOOR OBS - OBSCURED GLASS TEMP -TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS r BF - BIFOLD 00 TYP. -TYPICAL SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. W NOTES: J 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB �- SITE,ca 1 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM111111i., CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES >a s® OR ERRORS TO BE REPORTED PROMPTLY TO�, SUPERVISOR FOR CLARIFICATION. ® % 3. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED ' Lu coLu c° w ® : BY COMMUNITY AND COUNTY CODES.` z .v o 0- 0. z ^� � 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. Ln E N O 7. PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ U REF. SPACE. � cn 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. M 'N 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN.~ LO u- CA N N 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL E � to p SHEETS FOR EXTERIOR WALL FINISH SEPC'S. O 3a-I•.O 11. REFER TO DETAIL SHEETS FOR FLASHING. _ 0 REQUIREMENTS AT ALL WOOD TO MASONRY Q C INTERFACES. to .- JC cif 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3" c U.N.O. w z 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7" U.N.O. a s� 14. ALL INT. FIRST FLOOR CEILINGS AT 9'4" U.N.O.w °" ALL INT, SECOND FLOOR CEILINGS AT 9'-0" U.N.O. O 0 vt `� w 15. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN o g v 0 UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL rZ z BE CONSIDERED SHEAR WALL SWS = SHEAR WALL $ a SEGMENTS. �V) 16. FRAME WALL SEGMENTS WHICH HAVE AN w UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. o � W Oil ,--i 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL a F uj O BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING z f o o- n SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT ( u cYi LESS THAN 1 3/8"THICKNESS AS PER FBC-R302.5.1. Q) _ I 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING N "' Z LL' BENEATH HABITABLE ROOMS (TYP.) N O p 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 N a M Ln M.P.H. 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING V� DEVICES INSTALLED. -� R&S Ld W.I.C. N CLG o s i R&S _. ............ ............... . GENERAL NOTES KEY: ABBREVIATIONS: 2 INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. MT - METAL THRESHOLD FR FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR -TRANSOM GB - GLASS BLOCK PKT - POCKET DOOR OBS - OBSCURED GLASS TEMP -TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS r BF - BIFOLD 00 TYP. -TYPICAL SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. W NOTES: J 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB �- SITE,ca 1 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM111111i., CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES >a s® OR ERRORS TO BE REPORTED PROMPTLY TO�, SUPERVISOR FOR CLARIFICATION. ® % 3. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED ' Lu coLu c° w ® : BY COMMUNITY AND COUNTY CODES.` z .v o 0- 0. z ^� � 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. Ln E N O 7. PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ U REF. SPACE. � cn 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. M 'N 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN.~ LO u- CA N N 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL E � to p SHEETS FOR EXTERIOR WALL FINISH SEPC'S. O 3a-I•.O 11. REFER TO DETAIL SHEETS FOR FLASHING. _ 0 REQUIREMENTS AT ALL WOOD TO MASONRY Q C INTERFACES. to .- JC cif 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3" c U.N.O. w z 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7" U.N.O. a s� 14. ALL INT. FIRST FLOOR CEILINGS AT 9'4" U.N.O.w °" ALL INT, SECOND FLOOR CEILINGS AT 9'-0" U.N.O. O 0 vt `� w 15. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN o g v 0 UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL rZ z BE CONSIDERED SHEAR WALL SWS = SHEAR WALL $ a SEGMENTS. �V) 16. FRAME WALL SEGMENTS WHICH HAVE AN w UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. o � W Oil ,--i 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL a F uj O BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING z f o o- n SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT ( u cYi LESS THAN 1 3/8"THICKNESS AS PER FBC-R302.5.1. Q) _ I 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING N "' Z LL' BENEATH HABITABLE ROOMS (TYP.) N O p 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 N a M Ln M.P.H. 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING V� DEVICES INSTALLED. -� Ld � o Q O co Lx DC 0 N FN z� c� O u 0 cn VOi CL L_ O 'D N L*5'� O C W U-) © CL DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD w 24 = 24" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = V-0" BIFOLD i 28 = 2'-8" 30 = 3,-0" *ALL INT. DOORS TO BE 6=8" TALL U.N.O. OR PER w BUILDER/CLIENT r • WINDOW NOTE KEY. � ISSUE DATE 06/16/2017 w REVISIONS WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5'-0" PROJECT: 17-01.75 2060 = 2'-0" x 6'-0" z SCALE: AS NOTEC * ALL WINDOW CALLOUTS ARE MEASURED IN FEET & Y a DRAWN BY: JML & JFT DESIGNED BY: MJS INCHES AS PER THE EXAMPLE TABLE ABOVE. S N * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. �-- SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF T FLOOR PLAN WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED 03 FLOOR BEING SERVER PER (FBC-R312.2). d I FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 7/8" TEXTURED CEMENTITIOUS ---- - FINISH ON METAL LATH OVER 7/16" OSB, SHEATHING (TYP.) 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. @ SECOND FLOOR V :E: 11 [1 :Ifl: x `w X: z 11'-4" BRG HT. N m @ ENTRY 10'-8 3/4" FIN. FLR. HT. w o @ SECOND FLOOR 9'-4" BRG. HT. IV 8'-0" HDR. HT. T —171 1x6 SMOOTH FINISH BAND IF I k— (TYP.) as 1x6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. rL @ SECOND FLOOR ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 10'-8314" FIN. FL @SECOND FLOOR 9'-4" BRG. HT. 4 8'-0" HDR. HT. 4 0'-0" FIN. FLR._o 12 6 Front Elevation "A99 (Standard) SCALE 11W = 1'-0" (11x17) 1/4" = 1'-0" (2204) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 9'-0" BRG. HT. @SECOND FLOOR OL 7'-8" HDR. HT. --@- SECOND FLOOR - ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 ,j,, 10'-8 3/4" FIN. FLR HT. @SECOND r'LOOR oL 9'-4" BRG, HT, L 81-01, HDR. HT. =LIGHTING TH FINISH BAND (TYP.) (TYP.) OL 0'-0" FIN. FLR. Rear Elevation "A" (Standard) SCALE 118" = 1'-0" (11x17) 1/4" =1'-0" (2204) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 10'-83/4" FIN. FLR, HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. ATTIC VENT CALC'S: PER FBC2014 5TH EDITION R806. MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BE T� OF VENTED SPACE. TOTAL VENTED SPACE: 1467 = 4.89 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 1.956 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 3 VENTS Sal, .652 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 3.89 SF. TO BE PROVIDED w/SOFFITS @ EAVE: 80.00 LF. 0 0.049 SF. VENTING/L UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof- Layout T SCALE 1/16" = 1'-0" (11x17) 1/8" = 1'-0" (22x34) a 0 �1 LU w 5 c PROJECT: 17-0175 `"SCALE: xz W fl. DRAWN BY: JML & JFT zo W � 2m co; d 04 N a z ELEVATIONS "A" " 04.A , �.% � (1) f�i —j --a U T -i© a E u` d Z -p Z N rn AA V- q, cn aLn X u- ® uJ z� °c • e[ • :0., w c l N ® a i- d -w Z� 'p ap M Ln w a O J z m O E C Ld ir-© V .?CL (A co c - 70 c "a N � � - N M N -� O u-cD fi O EZ E CD p ¢ w Ln 0 : m Ca �_ X N � LL u- ca v� w z z Lu d � cu a 1 w W O C7 ,s �W U 0 a 0 LU w 5 r- PROJECT: 17-0175 `"SCALE: xz W fl. DRAWN BY: JML & JFT zo W d 04 N cza ELEVATIONS "A" 04.A , �.% � (1) f�i —j c) T -i© a E u` d Z -p Z N rn f� V- C cn aLn X -lid co 'd ml w c l N a i- d -w Z� 'p ap M Ln w a O J z p zQ O � T C Ld ir-© O .?CL m �u- 0 REVISIONS w 5 PROJECT: 17-0175 `"SCALE: xz z � % DRAWN BY: JML & JFT N DESIGNED BY: MJS 04 cza ELEVATIONS "A" 04.A o. a � � O C Cr ul) f� M -lid 'd ml c l N a i- d 'p ap M Ln w O cC p zQ O � T C O .?CL - 70 c O O fi O ¢ w Ln 0 a m Lu d � 1 w In z I� Z W r. m �u- ISSUE DATE 1 06/16/2017 REVISIONS w PROJECT: 17-0175 `"SCALE: xz AS NOTED % DRAWN BY: JML & JFT DESIGNED BY: MJS 04 cza ELEVATIONS "A" 04.A o. __ .. _.. _ u„ .... __ NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2014, 5TH EDITION SECTION R311.7. 2. MAX HT. OF RISER TO BE 7 3/4, 3. MIN. WIDTH OF TREAD TO BE 9" (EXCLUSIVE OF NOSING. 4. ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING. 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. 6. 3/8" MAX VARIATION IN ANY RISE/TREAD. 7. HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 11/4" - 2" OR TO PROVIDE EQUIVALENT GRASPABILITY. 8. UNDER MIN. 6" WIDE @NARROW END. 9. 34'-38" HANDRAIL HT. 10. HEADROOM CLEARANCE MIN 6'-811 . z I 2x4 P.T. IN BETWEEN STRINGERS -ATTACH TO SLAB w/ 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4TOE NAILED TO STRINGER. S1 TY P STe.-AIR CONNECT. 06 SCALE: 3/4" = 1'-0" (11x17) 11/2" = 1'-0" (22"047) 3/4" PLYWD. SUB -FLOG 2x JOISTS 16" O.C. MAX -- 2x LEDGER ATTACHED TO STUDS w/ (2)12d NAILS @ EACH STUD HUS26 JOISTS TO LEDGER 2x'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY - TO BE PLACED DIRECTLY UNDER LEDGER rs4- LANDING CONNECT. D 06 SCALE 3/4" = 1'-0" (11x17) 11/2" = 1'-0" (2204) PLATFORM FRAMING FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. PRE-ENGINEERED ROOF TRUSSES (SEE TRUSS LAYOUT) t/ 12 16 9'4' BRG, HT. (SEE TRUSS LAYOUT) 8'-0" HDR. HT, m 3 LANDING S3 p'L 52 � 06 M 1/2" GYF SUM BOARDS APPLIED TO ALL UNDER 0'-0" FIN. FLR. TAIR SUR ACE AND SIDE /---- ----- -- — -- — ---� Q065�7 101-01, 3.,61, HANDRAIL R311.7.8 12T @ 10" 4T @ 10" 5TH EDITION - FBCR (2014) 34"-38" ABV. TREAD NOSING ON OPPOSITE WALL, Stair Section Lai m BRG. HT, ao 9'-0" BRG. �HT. � @ SECOND FLOOR 7'-8" HDR. HT. @ SECOND FLOOR OL T-8" HDR. HT. W _z 0 r25 r -J N 1� LLIQ � 10'-8 3/4" FIN. FLR. HT. o @ SECOND FLOUR � FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. PRE-ENGINEERED ROOF TRUSSES (SEE TRUSS LAYOUT) t/ 12 16 9'4' BRG, HT. (SEE TRUSS LAYOUT) 8'-0" HDR. HT, m 3 LANDING S3 p'L 52 � 06 M 1/2" GYF SUM BOARDS APPLIED TO ALL UNDER 0'-0" FIN. FLR. TAIR SUR ACE AND SIDE /---- ----- -- — -- — ---� Q065�7 101-01, 3.,61, HANDRAIL R311.7.8 12T @ 10" 4T @ 10" 5TH EDITION - FBCR (2014) 34"-38" ABV. TREAD NOSING ON OPPOSITE WALL, Stair Section Lai m BRG. HT, ao © o OL _9'-0" @ SECOND FLOOR 0 Z� OL T-8" HDR. HT. ca; @ SECOND FLOOR° a, -J LLIQ � o .� ..°. zo Y °. ®° a- � p 0N 10' 8 3/4" FIN FLR. HT z d v@ SECOND FLOORz "� s _ Z• Ln OL 91-411BRG. HT. e d'� •°°......®°®• � ®®®� ®�®1911 8'-0" HDR. HT, Y� C i 1tR® N op d] .a C O N cn U -pp (/ co o m o w �Mr.�.N CU N w Ln a C~flOL LL 0'-0" FIN. FLR. 0 m N E � co O &Z LL I` O Z N dam- E C) C ?C �5 N LL 11- LC1 C10 QI W _v Z N d SCALE: 1/4" = TV (11x17) 1/2" = T-0" (2204) 1x8 CAP CASING. 10" 1x8 SKIRT BD:--- --7Z 2x12 TREADS CUT TO FIT 1,. 1/2" PL�WD. BLOCKING 2 x12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7,15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) S2 TREAD (c RISER DETAIL. 06 SCALE: 3/4" = 1'-0" (11x17) 11/2" = 1'-0" (2204) 3/4" PLYWD. SUB -FLOOR— PRE-ENGINEERED 2x4 @ 24" O.C. SHEETROCK BOTTOM PLATE PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) S3 HALF WDETAIL-' I--. 06 SCALE 3/4" = 1'-0" (11x17) 11/2" = 1'-0" (22x34) FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. S5 TAI CONNECTC ELS. TRUSS 06 SCALE 3/4" = 1'-0" (11x17) 11/2' 1'-0" (2204) STRINGER TO FLOOR TRUSS I W w u ° o w 6 (n CL W a MLU W a o (� p N fo 00 V x L M Q L jQ o E u- �� 0 "L Z iia o d- C <LuVF uj �01 St -air Details cn m w EM ISSUE DATE06/16/2017 REVISIONS w PROJECT: 17-0175 }' SCALE: AS NOTED z DRAWN BY: JML & JFT � _ DESIGNED BY: MJS 0 SECTIONS SCALE 3/4" = T-0" (11x17) 11/2" = T-0" (2204) 06 0 ao 0 Z� LLIQ � o M zo Y a- � p 0N r d C Zi N Co Ln zp C N op .a C � 5 cn > -pp o m o w ¢ w Ln 0 m St -air Details cn m w EM ISSUE DATE06/16/2017 REVISIONS w PROJECT: 17-0175 }' SCALE: AS NOTED z DRAWN BY: JML & JFT � _ DESIGNED BY: MJS 0 SECTIONS SCALE 3/4" = T-0" (11x17) 11/2" = T-0" (2204) 06 0 m O U wo 00 c � cv)n c r N bo 0 Q04 E-�ZNLZ E cu (o(� hp.� Z 'a 0 § = cuNLLLL c � M as w z z � E a -c W J o� W u o w C W C W W a 0. C fo M J Li Q J _! ^ E LL Li M ~ n � � M _ I - z O z n X A p V M x f� W N toU CL o N M ll) o O C C O 4 •CL O O a w -p N �^ O 25 C C w C Q W L 0 0- m ti w a z ISSUE DATE 09/p8/2017 REVISIONS PROJECT: 17-0175 z SCALE: AS NOTED LZ DRAWN BY: JML & JFT. DESIGNED BY: MJS ELECTRICAL LAYOUT m E V 07 00 co er- r* - �p LL I CA N O CD N co o LL f` Q •N. Z N d• o�••cux N L1. u- c �w v -v z z g E a� Lu rs o� c w uo Y n Y 4 �- D W i W W 02 ca. r-I 8 co fo °` i N CU _ M � `Q Z v Lu M ~ N Ln M Ld O � z J z a 17) f it fo c a. Cr V) .--i M 'd 00 N ¢ y.. V fCi C M Ln o c fo a) � O O o O .0 CL ! y c +-J O o w Q w Ln � O d m o t, LLJ Q Q ISSUE DATE 09/08/2017 u REVISION5 PROJECT: 17-0175 z SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS i ELECTRICAL LAYOUT 08 ENGINEERED LUMBER FIELD REPAIR NOTES ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 1. OMITTED GENE RAL NOTESALL11 CDAD AND INSTALL44r, BAR 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED VALUES AS FOLLOWS: DRILL /-X .5/4 W MULC MIN. 0 Ur -Cr /A I LOCATION IVIN VF OMITTED FN I INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW FOUNDATIONS COLUMNS BEAMS STUD E = 1,700,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Win' U.N.O. MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF DL = 14 PSF (TRUSS OVERBUILD) FROM HOLE wl COMPRESSED AIR PRIOR TO APPLYING EPDXY, ALLOW EPDXY TO CURE TO MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM Fb = 2650 Fb = 3000 Fb = 2200 MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE BEARING CAPACITY 2000 PSF Ft = 1650 Ft = 1700 Ft = 1500 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING TERMITE TREATMENT Fc 11= 3000 Fc 11= 3000 Fc II= 2100 BEND). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. MINIMUM FLOOR DESIGN DEAD LOADS: 2. STRAPS/CONNECTOR SUBSTITUTION A) FLOORS =15PSF B)BALCONIES = 15 PSF Fc 1= 450 Fc = 900 Fc = 450 MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT Fv = 285 Fv = 285 Fv = 150 & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONDITION U.N.O. 3. STAIR CONSTRUCTION CONSUMER SERVICES. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), CEILING CONSTRUCTION USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CAST IN PLACE CONCRETE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN 5. OMITTED J -BOLT 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT LIVING SPACE IS ABOVE THE GARAGE. -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 12d TOENAILS EACH END. MIN. 7" EMBEDMENT. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" ASTM A-615 GRADE 60 EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xWI.4 NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 6. MORTAR JOINTS WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN UNDER STAIR PROTECTION -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 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) REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND (12.7MM) GYPSUM BOARD. COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.COATINGS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING METAL FOR USE WITH PRESSURE TREATED WOOD THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 AT EACH END SHALL BE PROVIDED. AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM &VERT. CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE STRUCTURAL STEEL FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. OF PRESSURE TREATED WOOD. STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PREFABRICATED WOOD TRUSSES 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 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) ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. MASONRY WALL CONSTRUCTION CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL CONFORM TO ASTM F1 554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PSI (f m = 1900 PSI) THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". AND STRUCTURAL PLANS FOR MORE INFO. NIS" UNO. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY FASTENERS, LOAD, AND TOLERANCES. FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE TRUSS ENGINEER OF RECORD 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LATEST EDITION OF ANSI TPI 1: 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR MANUFACTURER UNLESS NOTED ON PLANS SUBMIT REPORTS TO ARCHITECT AND ENGINEER. POSITIONERS IN MIDDLE OF WALL 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. -J' LU m E 0 - 0l Z - ('0HPq9= AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND TRUSS DESIGN LOADS: 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED TOP CHORD: Lr = 16 PSF ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. DL = 7 PSF (SHINGLE TYPE ROOF COVER) 10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DL = 14 PSF (TRUSS OVERBUILD) LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO BOTTOM CHORD: DL = 5 PSF CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. MINIMUM FLOOR DESIGN LIVE LOADS: 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING A) FLOORS = 40 PSF B) BALCONIES= 60 PSF/ 100 PSF (IF BALCONY> 100 SQ FT) CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR C) DECKS = 40 PSF D) STAIRS = 40 PSF 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO E) BONUS ROOM/GAME ROOMS= 60 PSF U.N.O. CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. MINIMUM FLOOR DESIGN DEAD LOADS: 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ A) FLOORS =15PSF B)BALCONIES = 15 PSF EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE GENERAL LOADING: CONSOLIDATION. ATTIC WITHOUT STORAGE = 10 PSF WOOD CONSTRUCTION ATTIC WITH LIMITED STORAGE = 20 PSF 20.2 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN GUARDRAILS IN -FILL COMPONENTS = 50 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY Wt APA SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) TO PREVENT SHEATHING SPAN FROM 'EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 12d TOENAILS EACH END. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA, TRUSS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WIIN TRUSS SPAN OR PER TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST DESIGNED AND DETAILED BY OTHERS. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CENTER OF THE STUD UP TO I" DIA, SHALL HAVE STUD PROTECTION SHEILDS. ALL AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH PEMANENT CLB IF IT EXTENDS MIN, 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE TABLE WITHIN BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W1 (2) 12d CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) NOT, DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING MASONRY IS TO BE PRESSURE TREATED. POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS, MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 S3 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND VALUE DENOTES PRESSURE AREA (SQ FT) VALUE DENOTES SUCTION AREA ROOF FRAMING PLAN SD1 GENERAL DETAILS 21.2 21.2 10 22,9 28.3 GENERAL DETAILS 20,2 20.2 20 22.0 26.4 GENERAL STAIR DETAILS 19.0 19.0 50 20.8 23.9 100 18.0 18.0 CO 0 19.8 H 22.0 GARAGE DOORS 91-01t x T -O" 16-0" x 7'-0" (+)18.4 (+)17.7 0 (-)20.9 (-)19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a U555 Pa 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 6-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS 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 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS MASTER UPDATES NUMBER DATE DESCRIPTION 1 10/21/2016 CREATED ELEV. A, B, C & OPTION BEDROOM#5 I I 2 1 3/10/2017 1 UPDATED FOR GRADE 60 STEEL & SHEET NUMBERING SHEET SHEET TITLE SC STRUCTURAL NOTES S113 FOUNDATION PLAN S213 DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S413 LINTEL PLAN S513 FIRST FLOOR FRAMING PLAN S6 NOTES & CONNECTOR LEGEND S713 ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 2 -STORY DETAILS SD6 2 -STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION 1 10/21/2016 CREATED ELEV. A, B, C & OPTION BEDROOM#5 I I 2 1 3/10/2017 1 UPDATED FOR GRADE 60 STEEL & SHEET NUMBERING I QC CHECK: cc I JOB No. PSQ-2171167 I SCALE: AS INDICATED DATE: 07/19/17 Q ("% 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. Uj UC M UQ U_ 00 0 0 1A .AS cr. �c - W 0 Z= LU �e 6 z z z z 0 0 co Uj r®8®1/111119N z ¢ CO DP ry I QC CHECK: cc I JOB No. PSQ-2171167 I SCALE: AS INDICATED DATE: 07/19/17 Q ("% 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. Ld UQ INTIALS z DP 0 DP z04 0 � Z 0 ,L) F - y C) j LU LU 3: LO LL1 OC-) Uj (D 0 Z z 8O z C(. U) 0 O°° W(0 o ((3, z t Uj 0� 7 r1_4 -J' LU m E 0 - 0l Z - Z 06 Lus ) _j I.- zu_U_ 0) 0 0 (D :5 0 Q (6 7 -0 0 _jU5F2zW8 5 < 0 0 0-4- (1) C) 7: 2 W -� I,- W L�j CO 0 z 9 z z I,_ F - zz E 0 W,�00 0 0 0 . 2 a. F� U) U_ of 04 z 0 113 'C- 144 < Z 9 LLJ 0 C.) Uj z: F - z Lij LU U) 0 F- 0 W z 0 co (j) Z 00 W (1) j RF LU Uj > LL ro 0 W > R 3E: w 3: LU LU F- Uj Ce U) W z 1 c UJI W F- Om < 0 b U) R = W W 111-- a W W W 0 Gocc z BLDG DESIGN: --- STRUCTURALENG: CNS DRAFTING: -DESIGN: --- -STRUCT: MR I QC CHECK: cc I JOB No. PSQ-2171167 I SCALE: AS INDICATED DATE: 07/19/17 Q ("% COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR& ASSOCIATES, LLC is strictly prohibited. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. ® INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 28'-8" INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. 1$'-8" (2 -STORY FTG) 12'-01" GRADE 60 #5 CONT. FT.G TO TIE BEAM. qF01 11-48"" S3 ■ I I 2.6 o F01 I ■ F08 S3 = S3 (-)0'-4" v0 a ■I I F01 F11 53 S3 2 I 0'-0" FIN. FLR. I I I ■ ( 4" THICK CONC. SLAB W/ I ■ o FIBERMESH. OVER 6 MIL VAPOR 0 I BARRIER OVER COMPACTED FILL. I tI> a0 I 00 co N I I I ■ _.. ---------T---- ■ F01 �-......-� - CCC -- - S3 � 00 8'-61" 11'-0" 9'-2" I mL 0 F06 0 0 i i i a M I O L U') S3 H I' U —O ----C� ■ 0? BO co 1 I I 5 s3� I I II1II ■ ■ I o I OI (-)0'-4.'3v-81 ~ �U I oa ■ F01 r S3 I 6'-0" (2 -STORY FTG) 12'-81 " 60 I F06 II F05 S3 F1 F01 S3 ■ S3 S3 18"-81 " ■ ■ ■ ■ ■■ I F02 CoF08 (-)0"-41" S3 r' in I ' i+ I■ TIE-IN COLUMN 00 ■ ■ ■ S3 PER MD10/S2.1 ■ F08 I I 2 53 r I 2 I F02 - c0 F13 zo I I S3 • • • • DO D0 , 81 " 8'-41 " 11-81" 16'-0D D " 1'-8" 4"" 9'-4" 19'-4" 28'-8"" FOUNDATION NOT L5: LU F00- Q 1. PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE p (] o LAPPED MIN. 6" AND SEALED. 2, PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH O PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL U_ (FIBERMESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR LU EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. F-- LLO 3, VERT. #5, BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. O LAP SPLICES SHALL BE NO LESS THAN 30". W 4, CONSULT W/MAN, SPECIFICATIONS PRIOR TO POURING OR 0 RECESSING DOOR SILLS. W 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. Z 6• CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE LU O_ SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) I— CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE _ Z W THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR J O U USE ALTERNATE APPROVED METHOD. <( 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q,.Uj COMMUNITY & COUNTY CODES, � w 8, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W (,) SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE J (/) z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION W g INSTRUCTIONS. 0 D °- 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 0 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q L1.1 DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO A C DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS H AND LAP SPLICE, SEE DTL MF09 AND MF10 ON S3 FOR STANDARD ®d1lit19'!/l V.4 Uj C') FOOTING STEP DOWN AND CORNER INFORMATION. U e®®®e®®` Z*CL-W 0 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE eevo+®•+�®0+++®e®® SHALL BE ELEVATED A MIN OF 18 CONTRACTOR TO PROVIDE SUCHLL tii�2 '._ PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Z C*� r° 06 ; J 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ' j W COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS U) �� FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 5 , • 4 U= PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL W ®�8 00 00++++0®�® CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO CL�+ + FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. Lj SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 96% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR), U Q THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS wn) F - BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 LU PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO :;' W DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE U) STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND U_ FOOTING SIZES PENDING DEPTH OF STEMWALL. ON FOOTING SCHEDULE 00 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. -j w O WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (2) # 5 E.W. _ BARS & 3" MIN, COVER TO EDGE OF CONC. P LO W 12"x24"x12" dp w✓ #5's EQUALLY SPACED EA. "" 2 = 0 <8> A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24 SIDE @3 O.C. &MIN 0 BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" U SIDE 6" O.C. U (D 24"x24"x12" dp w/ #5"s EQUALLY SPACED EA. Z Z O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 0 Z BARS & 3" MIN. COVER TO EDGE OF CONC. tz 28"x28"x12" dp wJ #5's EQUALLY SPACED EA. 0 m W U -,i 0) o <8> .3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4)#5E. W. ' n N BARS & 3" MIN. COVER TO EDGE OF CONC. <C Z U) Z � 06 WM 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. ? P Z . U_ 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. a 0 Q 0 Q� E O BARS & 3" MIN. COVER TO EDGE OF CONC. w jZ 0 h 0 0 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 0_j U R Z W o 8 8> .6 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. � <O 0 0- 0 BARS & 3" MIN. COVER TO EDGE OF CONC.(D Z Z H I_ W W �O 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. L•• Q 0 co I'- Z E < 3� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 W < w p Z BARS & 3" MIN. COVER TO EDGE OF CONC. O ¢ 0,6 a 42 x42 x12 dp w/ #5's EQUALLY SPACED EA. �, w I-- N I<_ 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. p O 0 w N Q BARS 3" MIN, COVER TO EDGE OF CONC. Z U 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. LU 5 WAY MIN.2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. LU J BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp wr/ #5's EQUALLY SPACED EA. F— O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W.Z :D � BARS & 3" MIN. COVER TO EDGE OF CONC. N 11.1 0 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. _ 4A WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. ►— _U. BARS & 3" MIN. COVER TO EDGE OF CONC. S 48"x48"44" dp w/ #6s EQUALLY SPACED EA. 8> 6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. LU O52"x52"x12" dp w/#5's EQUALLY SPACED EA. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 0Q F- p BARS & 3" MIN. COVER TO EDGE OF CONC. W z O 54"x54"x16" dp w/#5's EQUALLY SPACED EA. U) J 8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. U) U 11 BARS & 3" MIN. COVER TO EDGE OF CONC. W Q ' 54"x54"44" dp w/#5's EQUALLY SPACED EA. a WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W111 . BARS & 3" MIN. COVER TO EDGE OF CONC. _ � W LU 60"x60"x16" dp w/#5's EQUALLY SPACED EA. F- W O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. CD W BARS & 3" MIN. COVER TO EDGE OF CONC. Q Q ( CL 66'46"x`16" dp w/#5's EQUALLY SPACED EA. I— � W 1 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. W m Q BARS & 3" MIN. COVER TO EDGE OF CONC. p O co W _ Fn j W F„ p 0 Z I- a, BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: .._ STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171166 SCALE: AS INDICATED FOUNDATION PLAN DATE: 07/19/17 LLC. An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LL is strictly prohibited. 1/4"=11-011 SlA COPYRIGHT MCD 20� 5: The information contained in this document is copyrighted and is the exclusive. property of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES,y p " SYMBOLS LEGEND w� I— ■ INDICATES GROUT (FILLED CELL WITH (1) VERT. GRADE 60 #5 Q <C CONT. FTG. TO TIE (BEAM (8'-0" O.C. MAX U.N.O.) OI o 0 • INDICATES GROUT 'FILLED CELL WITH (2) VERT. GRADE 60 #5 U_ CONT. FTG. TO TIE BEAM. _ H 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. "- 0 c» INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. 0 GRADE 60 #5 CONT. FT.G TO TIE BEAM. cn O a a o 1'-0" Q'-v" n7-4 31,81! 1'-0"10'-v" 1'-4".iG7 (1) #5 HORIZONTAL TIE , _ p AT TOP, BOTTOM AND v AT 24" o.c. VERTICALLY ° . J Z � BETWEEN COLUMN ; J QLU ■ ■ ■ ■ ■ ■ ■ - AND MAIN HOUSE CMU d o .. w ■ - (1) CONT. #5 � FROM TIE BE W TO FOOTING W a HORIZONTAL LAP p CL ~ TIE AT TOP, SPLICE, -> - - ■ ao BOTTOM AND MIN. Z �'? a AT 24"o.c. OF 30 <C 1'-0" �", 8'-8" 21_411 FILLED CELL VERTICALLY ° C BETWEEN COLUMN AND G* rn • • MAIN HOUSE ®``®0B`��a CMU ° U ®�`-L�00000o00o®s �/��'� � PLAN VIEW o ��`�� Z ��. � 0 cr bo 0 0 ''w o $ 2. ti SECTION VIEW 1* o o � V MD10 TYPICAL MASONRY COLUMN TIE IN °- ®®�•®�'®®®`® m 3/411 y�� U Q 40 z UJ 10 LOO N Q W W ■ ------ ■ 0 v -----------------I ----------- -T 0 .. O o 9 05 W � h Ln 2 W LU 0 v Z J Z O ------- LL- - O (,)' r ._ ■ o r` m W J � 17I I I 1 I I I Q f.... © CD Z M I` 8 Z � IW„ Z _LL C5� \I I I I I I I D W pC� r C ■ \I 1 1 1 1 1 1 ■Q W ZU1—�Vr ao ■ p 1—CQNW--Z^c _jc MZCYo 0 ° o W 0`t000."r 0 i` Cn ZQ��IW-Z ■ 0 ...J <von< z O U Z OWN Q N W J W ■ H- ■ z ~ o ■ ■ ■ ■■ W � W 1'-4" 3'-8" 1'-6" 2'-10" a _ 1-- a r` U) 0 00 co W ■ ----TIE-IN COLUMN ■ (� Q ■ ■ -- PER MD1/S2.1w Z 0 o Q J U W Q W u a>� o U O W W = Ill v~i W ~ OWC a v o- • • z W g o U Vi Io" 'a 1'-8" 16-0" w w Q cn O to Z H CL BLDG DESIGN: -- STRUCTURAL ENG: CNS DRAFTING: _DESIGN: --- -STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171166 SCALE: AS INDICATED DOWEL PLACEMENT p DATE: 07/19/17 1/411=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. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO 3/4"=1'-0" TIE BEAM SPLICE TO BE MIN. 30" GROUT BE MIN. 30" GROUT 2x BRG WALL PER (2) #5 BARS @TOP z CELL SOLID PLAN AND BEARING WHEN MONO DEPTH V I �' MASONRY WALL ;a'�, EXCEEDS 26". IF CONC. SLAB PER SEE PLAN CONCRETE SLAB PER DEPTH IS LESS THAN 1-1/2" CONCRETE SLAB PER �� 26", THESE BARS ARE NOT REQUIRED FOUNDATION PLAN ;" r�� NOT REQUIRED 8.. p #3 STIRRUPS @ V 2x P.T. SILL PLATE 48" O.C. WHEN b 4. A. d _ m LL w m d.. MONO DEPTH �� —III 4" �` - d 00 GRADE Z Og #3 STIRRUPS @ = EXCEEDS 26", IF III—^I � I•—^III ' ''WDEPTH —•-III•---I I ISI I I— z � w 48" O.C. WHEN — IS LESS I I- = d a I I! —_ MONO DEPTH COVER TYP,; AT g W 0 THAN 26 1 8" 8" 8" . I I ISI I � BE 20" WIDE THESE BARS - I I— �= I I—I I d° DEPTH IS LESS «o DENSITY FO FOOTING AT INTERIOR BEARING ARE NOT REQ'D 00 -I w THAN 26" III = —III—I III III ""� ' (2) #5 BARS CONT. I Iil I THESE BARS W/ 3" COVER TYP. 3' C QiE V R-' CLEAN COMPACTED ARE NOT REQ'D CLEAN COMPACTED FILL @ 95% STANDARD CLEAN COMPACTED 8" 1'-4" DENSITY FILL @ 95% STANDARD (2) #5 BARS CONT. WHERE 2ND STORY OCCURS, FTG DENSITY (2) #5 BARS CONT. 8.. 1.4 71 SHALL BE 1'-8" WIDE w/(3) #5 BARS W/ 3" COVER TYP. AF70) TYPICAL EXTERIOR FOOTING (1) #5 FROM FTG. TO —� TIE BEAM SPLICE TO 3/4"=1'-0" 1/2" J -BOLT W/ MIN. 6" BE MIN. 30" GROUT CELL SOLID(2) 2x BRG WALL PER #5 BARS @ TOP z At PLAN AND BEARING MASONRY WALL V I �' EXCEEDS 26". IF WALL SCHEDULE (j co CONC. SLAB PER DEPTH IS LESS THAN CONCRETE SLAB PER 1-1/2" 26", THESE BARS ARE FOUNDATION PLAN NOT REQUIRED DRAIN z 7 8.. p VARIES `- 2x P.T. SILL PLATE SEE PLAN�' .d • m LL w m d.. .. ,.A d. d d A° I �4 ° ' oo Og #3 STIRRUPS @ = — III—^I � I•—^III � .. � d —•-III•---I I ISI I I— z � w 48" O.C. WHEN — a a , , . — El (2) #5 BARS CONT. w/ 3" I -1 i V I I I II I I I I I I I I I I�I I i=1 — c7 MONO DEPTH COVER TYP,; AT W 0 2 -STORY COND. (3) #5 1 8" 8" 8" co a BARS REQ'D & FTG TO I CLEAN COMPACTED BE 20" WIDE O FILL @ 95% STANDARD �= W DEPTH IS LESS «o DENSITY FO FOOTING AT INTERIOR BEARING (1) #5 FROM FTG. TO —� TIE BEAM SPLICE TO a �� 1/2" J -BOLT W/ MIN. 6" BE MIN. 30" GROUT CELL SOLID(2) 30" GROUT CELL SOLID #5 BARS @ TOP z At WHEN MONO DEPTH MASONRY WALL V I �' EXCEEDS 26". IF SEE PLAN (j co DEPTH IS LESS THAN CONCRETE SLAB PER 1-1/2" 26", THESE BARS ARE FOUNDATION PLAN NOT REQUIRED DRAIN z 7 8.. p VARIES `- SEE PLAN�' :� • m LL w m CONC. SLAB PER d. d d A° I �4 ° ' oo Og #3 STIRRUPS @ = — .. co GRADE z � w 48" O.C. WHEN — a a , , . — • d d 2 — c7 MONO DEPTH ,y4 W 0 I 4°• • a co a EXCEEDS 26", IF I — �'' do d iia O o �= W DEPTH IS LESS «o 0; • I—ISI I I I II MIN, 24" BEFORE w THAN 26" III = —III—I III III ""� ' > O THESE BARS Z N 0 IS LESS THAN 26", THESE BARS ARE NOT REQ'D CLEAN COMPACTED 2 -STORY GOND. (3) #5 CLEAN COMPACTED FILL @ 95% STANDARD BARS REQ'D & FTG TO FILL @ 95% STANDARD (2) #5 BARS CONT. DENSITY DENSITY (2) #5 BARS CONT. 8.. 1.4 71 01 W/ 3" COVER TYP. C..p fd' °� ;•, EXCEEDS 26", IF DEPTH IS WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE w/(3) #5 BARS AIIFO TYPICAL GARAGE CURB FOOTING W 'd. d d^. d °d: o. •d. C �— 3/4"=1'-0" W CONC. SLAB PER FOUNDATION PLAN z a W fA d d ° 4 7. d, 00 I—I VIII III CLEAN COMPACTED FILL @ 95% STANDARD DENSITY NON-BEARING SLAB STEP DOWN CONC. SLAB PER 8"x8" THICKENED SLAB FOUNDATION PLAN w/ (1) #5 CONT. w/ 3" COVER TYP. I— a •. "' p'' d, — GRADE d v :4� bo .,.III�III1�1=?•=1Ti IIIIIIIIII II .III�IIIII��_ O U ih CLEAN COMPACTED FILL @ 95% STANDARD DENSITY THICKENED EDGE IF BRG. WALL ABOVE - .- (1) #5 FROM FTG. TO TIE LLJ 1/2" J -BOLT W/ MIN. 6" BEAM SPLICE TO BE MIN. ' 30" GROUT CELL SOLID z REQ'D OPT. MASONRY CURB (1) #5 CONT. w/ 1-1/2" @ ELEV. 0`-0" w/ (1) #5 COVER TYP. CONT. BAR 1-1/2" " SLOPED GROUT TO CONCRETE SLAB PER ' I DRAIN 0 8.. p OPTIONAL CURB BY Z BUILDER m LL CONC. SLAB PER u,i C1G FOUNDATION PLAN HOLD BRG WALL BACK 2x BRG WALL PER .. co J vQ • d d SO GYP FINISH IS PLAN AND BEARING j ° ,y4 W 0 4°• • a — STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS FLUSH w/ FOUNDATION WALL SCHEDULE W Ow 8" 16" I I_ -I I F 0; • I—ISI I I I II MIN, 24" BEFORE o�','�.. . , ,' . ad:. �,° .. .. � d III = —III—I �--� � �—TI ,• BARS @ TOP WHEN MONO .� e, I ,—(2),15 DEPTH EXCEEDS 26". IF DEPTH Z N 0 IS LESS THAN 26", THESE BARS CLEAN COMPACTED 2 -STORY GOND. (3) #5 ARE NOT REQUIRED FILL @ 95% STANDARD BARS REQ'D & FTG TO (2) #5 BARS CONT. DENSITY #3 STIRRUPS @ 48'" O.C. W/ 3" COVER TYP. WHEN MONO DEPTH WHERE 2ND STORY OCCURS, FTG C..p fd' °� ;•, EXCEEDS 26", IF DEPTH IS SHALL BE 1'-8" WIDE w/(3) #5 BARS LESS THAN 26' THESE W 'd. d d^. d °d: o. •d. C �— r■� d. 4' !. ' ' a BARS ARE NOT REQ'D W _ FOOTING @ SHOWER AT MASONRY 0 0 W CONC. SLAB PER FOUNDATION PLAN z a W fA d d ° 4 7. d, 00 I—I VIII III CLEAN COMPACTED FILL @ 95% STANDARD DENSITY NON-BEARING SLAB STEP DOWN CONC. SLAB PER 8"x8" THICKENED SLAB FOUNDATION PLAN w/ (1) #5 CONT. w/ 3" COVER TYP. I— a •. "' p'' d, — GRADE d v :4� bo .,.III�III1�1=?•=1Ti IIIIIIIIII II .III�IIIII��_ O U ih CLEAN COMPACTED FILL @ 95% STANDARD DENSITY THICKENED EDGE IF BRG. WALL ABOVE - LLJ 1/2" J -BOLT W/ MIN. 6" PAST DEEPEST STEP z REQ'D MIN 4" (1) #5 CONT. w/ 1-1/2" COVER TYP. •' Q 1-1/2" COVER TYP. 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CLEAN COMPACTED " ° .. - PLAN _ — III—LII— — STRUCT: MR 01 01 EDGE w/ (1) #5 CONT. o _ .d '.. „� :. ' ' _ d I- � — III—III— III-- - 11- _ ELASTOMERIC JOINT FILL @ 95% STANDARD — 2 PVC SLEEVE — SEE FDN, FILLER DENSITY 1- — �""� —I I I ( PLAN FOR QC jCHECK: MRB - - (FRONT VIEW) (SIZE & REINF.�. JOB No. PSQ-2171166 ANN�EXTERIOR DOOR POURED SILL A`­F�lTHICKENED EDGE @ GARAGE DOOR F1 FOOTING @ENTRY MASONRY COLUMN PIPE PERPENDICULAR TO FND SCALE AS INDICATED K��T 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" DATE:. ___......___ 07/19/17 AF1` TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" S3 and is the exclusive roe of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 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DIAMETER -'III=I—'— T = -- .d ,. .• jE SLOPE __" �— FILLED SOLID TO BE 2 PIPE III=III=III=__; FOOTING PER PLAN I ; I I I= FOR SIZE I I I I I 0 W PER DOOR MANUFACTURER TOP VIEW CORNER SEE ELEVATION SIZES LARGER � =1 I I-1 I I=1�— CLEAN COMPACTED FILL --III_ & REINF. I— ? _ J � EXTEND SLAB OUT 1 1/2" AT CMU BASE w/ (1) #5 THAN THE @ 95% STANDARD DENSITY iY W PENETRATING (SIDE VIEW) PIPE VERTICAL THRU FDNLU FRONT ENTRY DOOR CONC, SLAB PER VERTICAL @ EACH U) W ., &GARAGE ENTRY S FOUNDATION PLAN GARAGE WALL PIPE BEYOND CORNER. SEE FLR. . ' Q THRESHOLD PER SWING DOOR PLAN FOR BASE SIZE MANUFACTURER d ° x z W :. ' : �, z TOP (2) #5 4'-0" z _ 1 ' PVC OR SCH40 wCY . d' O CENTERED AT PIPE © U SLEEVE CONC. SLAB PER w DRIVEWAY BY SEE FOUNDATION FOR • Q 8" C.M.U. FINISH PENETRATION U) U 1� ' 1 > W W �/ F D FOUNDATION PLAN W 4„ = BUILDER- CONCRETE pAD SIZE w PER ELEV. i OR PAVERS 'd d d ';. CL' _I ° d a W Z M CONC, SLAB OR ° W w FINISH FLOOR ° a 4 fn O m e aa,00 PAVERS PER PLAN °,�" "° ^ q4.I U cn ," d .. i . I I=) I=I ° •I I I^ H [L �. r ...... SLOPE oo ' �.. °: ' °. : a :. �• ' • . .:. PENETRATINGON d.. ' III --I I I I BLDG •� ,,... — d d, ° - •• . •, .+ .� ..,.•..,.' ... PIPE — PER DOOR MANUFACTURER " . E EXT. SURFACE -_ _— CLEAN COMPACTED „ :w d I I-- — I=III BLDG DESIGN: SLOPE III=11 I—I — I o °'' ..,dd. ;a '' �' LOOP TIE (TYP.) z ° • •, o — STRUCTURAL ENG: CNS I FILL @ 95 /o STANDARD d d �. ..✓': , '�* -�o - —_ a : • d DRAFTING: OR GRADE 1/8 PER —III—III III I I I - — — 4 N ' ° T _ •..: + .:. FOOTING PER ' I I=I_ _I I- —i i I �-I I =1 I I I DENSITY — — FOOT AWAY FROM 11 _I I, d La_°,, _.. , j �...4 -DESIGN: --- i — ° ' — DESIGN' 8 x 8 THICKENED 4 _ BUILDING g 3 COVER TYP. CLEAN COMPACTED " ° .. - PLAN _ — III—LII— — STRUCT: MR 01 01 EDGE w/ (1) #5 CONT. o _ .d '.. „� :. ' ' _ d I- � — III—III— III-- - 11- _ ELASTOMERIC JOINT FILL @ 95% STANDARD — 2 PVC SLEEVE — SEE FDN, FILLER DENSITY 1- — �""� —I I I ( PLAN FOR QC jCHECK: MRB - - (FRONT VIEW) (SIZE & REINF.�. JOB No. PSQ-2171166 ANN�EXTERIOR DOOR POURED SILL A`­F�lTHICKENED EDGE @ GARAGE DOOR F1 FOOTING @ENTRY MASONRY COLUMN PIPE PERPENDICULAR TO FND SCALE AS INDICATED K��T 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" DATE:. ___......___ 07/19/17 AF1` TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" S3 and is the exclusive roe 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 2815: The information contained. in this, document is copyrightedp p rty z / w Cs d ® •' Q Is it W m LL u,i C1G J vQ VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D W 0 STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS Ow 0; MIN, 24" BEFORE o�','�.. . , ,' . ad:. ANOTHER STEP e, Z N 0 �7_ ]" #5 CONT. U C..p fd' °� ;•, REINFORCEMENT SEE O IQ W 'd. d d^. d °d: o. •d. C �— r■� d. 4' !. ' ' a FOUNDATION PLAN fOR QUANTITY W _ H e�.CO ..... , ....i ...° w C a A :r'.: d' LO 11111111 Z ° . r �<.. I ' �..r..�..•:b'd ° ' #5 x 30" x 30" CORNER LU F 0 A4 ' ; d ' ' _ —I ...1. I d' ' 4 BAR, ONE FOR EA. U g '' •4° '• A': —� 4 • . r ° •A''.d e : , d a , d 1rd� HORIZONTAL REBAR, TYP, U.N.O. W 0 Z z U) ° •',°.d' ° I. ;.° Q _j J Z WLU Q .' �W'^ VJ �. •�pr� o ISI I I d' d d•111.' �, r1.'07 �.� !p ' n' ( I- ° b• ° •d. d �1 ■� Com' �� ° .. a .d° a 'd• aw11 ,rlr 11. i° w dd. �,r +� ../ 0 m IIIII�MIMI. G i. J a! 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PVC SLEEVE _ , z �I I I= I I I I I I I I H �I I I 1=I—=� SEE FDN PLAN I=) �) �I I W a 1/ - ____� ENTIRE BASE TO BE MIN. DIAMETER -'III=I—'— T = -- .d ,. .• jE SLOPE __" �— FILLED SOLID TO BE 2 PIPE III=III=III=__; FOOTING PER PLAN I ; I I I= FOR SIZE I I I I I 0 W PER DOOR MANUFACTURER TOP VIEW CORNER SEE ELEVATION SIZES LARGER � =1 I I-1 I I=1�— CLEAN COMPACTED FILL --III_ & REINF. I— ? _ J � EXTEND SLAB OUT 1 1/2" AT CMU BASE w/ (1) #5 THAN THE @ 95% STANDARD DENSITY iY W PENETRATING (SIDE VIEW) PIPE VERTICAL THRU FDNLU FRONT ENTRY DOOR CONC, SLAB PER VERTICAL @ EACH U) W ., &GARAGE ENTRY S FOUNDATION PLAN GARAGE WALL PIPE BEYOND CORNER. SEE FLR. . ' Q THRESHOLD PER SWING DOOR PLAN FOR BASE SIZE MANUFACTURER d ° x z W :. ' : �, z TOP (2) #5 4'-0" z _ 1 ' PVC OR SCH40 wCY . d' O CENTERED AT PIPE © U SLEEVE CONC. SLAB PER w DRIVEWAY BY SEE FOUNDATION FOR • Q 8" C.M.U. 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CLEAN COMPACTED " ° .. - PLAN _ — III—LII— — STRUCT: MR 01 01 EDGE w/ (1) #5 CONT. o _ .d '.. „� :. ' ' _ d I- � — III—III— III-- - 11- _ ELASTOMERIC JOINT FILL @ 95% STANDARD — 2 PVC SLEEVE — SEE FDN, FILLER DENSITY 1- — �""� —I I I ( PLAN FOR QC jCHECK: MRB - - (FRONT VIEW) (SIZE & REINF.�. JOB No. PSQ-2171166 ANN�EXTERIOR DOOR POURED SILL A`­F�lTHICKENED EDGE @ GARAGE DOOR F1 FOOTING @ENTRY MASONRY COLUMN PIPE PERPENDICULAR TO FND SCALE AS INDICATED K��T 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" DATE:. ___......___ 07/19/17 AF1` TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" S3 and is the exclusive roe 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 2815: The information contained. in this, document is copyrightedp p rty CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD#5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR: LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) TYPICAL TRUSS ANCHOR PER PLAN SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR ISCL z a W a w z 0 Q 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. 70 TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE '� �. MD08 FOR LAP INFO. ° PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 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 #3 17/8 41/4 7 15 21/4 41/4 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 81/16 181/2 36 #7 43/8 9 13/16 161/2 35 51/4 913/16 213/41 ° ° . NO -SHEAR WALLAT OPENING ` TYPI AL SHEAR WALL SEGMENT 5 (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN32" FOR THE LOAD �''�'•.: .LINTEL PER PLAN., ,i .� ''�• 'ig,;y. • 'TRANSOM OPENING �'. FRAME INFILL AROUI� �. �� �• Q Q WINDOW BY BUILDER Z U I-- ❑� ao _. O� w co y SEE DOWEL PLAN FOR 42 • ;' :':' :;•_;� " ;:•y•: •:. �•• � SEE WF01/SD3 FOR / �'`•; `;:;. '' �' �:: • •' FILLED CELL INFO.. MIN. (1) IS REQ'D ON INFO .MORE EITHER SIDE U.N.O. '•'' ' `'�•• � (2) 2X8. SYP#2 P.T. HEADER .�� •� ::r:.: �.'��----TURNED SIDEWAYS. • '' � '� ATTACH TO MASONRY •;•••�'� •�•:'•f :.;''"' : ' WALL W/ SIMPSON HU28-2 ' •� .DOOR OR WINDOW OPENING ;.,•t: �.,.:� HANGER @ EA. END. W/ •���"' '�-�' MAX. OPENING 4 FT . y ,,...• (14) 1/4" x 2-3/4" TAPGONS "'•"'•' STEEL IN LINTEL IF � TO MASONRY& (6) 10d NAILS TO HEADER � INDICATE -SHOULD HOOK INTO • VERTICAL CELLS PER MD08 „ •, a °r � ° � . � �� � II° ,� �.•�. ° . , � d:_� , '�a ' ,� . 5 �• ROUGH OPENING PER PLAN �-• �... � . a 4 • '• • ,, STD. 90 DEGREE ANGLE 3000 psi 4; � � la �. CONC. w/ (1) #5 DIA. REBAR. •4 � < , . 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. 70 TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE '� �. MD08 FOR LAP INFO. ° PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 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 #3 17/8 41/4 7 15 21/4 41/4 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 81/16 181/2 36 #7 43/8 9 13/16 161/2 35 51/4 913/16 213/41 DO TYPICAL MASONRY' CONSTRUCTIONAAAt J SCALE: 3/4" = 1'-0" SEE .PLAN FOR TOP OF WALL AND LINTEL INFO . �.. •• � , •' � I taw .' ,.,•,��... , .,: .., ,•.I ,+, 4'.•. : �f � 'v' ' . is :' `;i '' '*4:: LINTEL W/ TRANSOM ° ° . NO -SHEAR WALLAT OPENING ` TYPI AL SHEAR WALL SEGMENT 5 (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN32" FOR THE LOAD �''�'•.: .LINTEL PER PLAN., ,i .� ''�• DO TYPICAL MASONRY' CONSTRUCTIONAAAt J SCALE: 3/4" = 1'-0" SEE .PLAN FOR TOP OF WALL AND LINTEL INFO . �.. •• � , •' � I taw .' ,.,•,��... , .,: .., ,•.I ,+, 4'.•. : �f � 'v' ' . is :' `;i '' '*4:: LINTEL W/ TRANSOM ` •.�... . � . 5 (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN32" FOR THE LOAD �''�'•.: .LINTEL PER PLAN., ,i .� ''�• 'ig,;y. • 'TRANSOM OPENING �'. FRAME INFILL AROUI� �. �� �• Q Q WINDOW BY BUILDER Z U I-- ❑� ao _. O� w co y SEE DOWEL PLAN FOR 42 • ;' :':' :;•_;� " ;:•y•: •:. �•• � SEE WF01/SD3 FOR / �'`•; `;:;. '' �' �:: • •' FILLED CELL INFO.. MIN. (1) IS REQ'D ON INFO .MORE EITHER SIDE U.N.O. '•'' ' `'�•• � (2) 2X8. SYP#2 P.T. HEADER .�� •� ::r:.: �.'��----TURNED SIDEWAYS. • '' � '� ATTACH TO MASONRY •;•••�'� •�•:'•f :.;''"' : ' WALL W/ SIMPSON HU28-2 ' •� .DOOR OR WINDOW OPENING ;.,•t: �.,.:� HANGER @ EA. END. W/ •���"' '�-�' MAX. OPENING 4 FT . y ,,...• (14) 1/4" x 2-3/4" TAPGONS "'•"'•' � '�� •• � TO MASONRY& (6) 10d NAILS TO HEADER DETAIL SCALE: 3/4" = 1'-0" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE W APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, &POWERS STEEL �( APPROVED MAN.. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL � STANDARD LINTELS. STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1B/8F24-0B 8F32-1 B / 8F32 -OB 1. AREAS OF BLOCK ABV, MASONRY OPENINGS ARE 70 BE GROUTED SOLID TO TIE BEAM, 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000/100 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 1.0000 2" (1) #5 REBAR IN TIE BEAM. IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS" U.N.O. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 8" BEARING EA. END 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4: LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328 /3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5 (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN32" FOR THE LOAD Q Q C.M.U. Z U I-- ❑� ao _. O� w co y 42 #3=2%" #5=2%z" #6=3" #7=3%2' O 3'-0" z�-I-Z� c 8F38 -1 B/1 T � 2 �O =aOOcD� O 8F12-1B/O7 � zQ�c��z i9 O BOTTOM REINFORCING PROVIDED O � � � O O � 8F40 -1B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) '� ¢ � O � Ito 20- 8F28 c - 8F28 -16/17 8" NOMINAL WIDTH J �"�• H N I- ZOUNQ x 8F40 -06/1T UNFILLED � p W J � H N J r� z 1-1/2" CLEAR I~- a � LLI W v #5 REBAR AT TOP MIN. (1) REQ'D W .� � I'_ � � •• "°• TOP KNOCK OUT/ LINTEL BLOCK Cn c❑�n o � w ` � •; � .. COURSE U � I— ' #5 REBAR AT BOTTOM MIN. (1) � W REQ'D I-- 16 GA. POWERS STEEL BOXED z 7-5/$" ACTUAL .LINTEL � 0 8" NOMINAL WIDTH �. U! POWERS STEEL W a ; dW w SAFE LOAD TABLE NOTES = W 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W n W LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN. 6-1/2": SAFE LOADS FOR ALL a RECESSED .LINTELS BASED ON 4" NOMINAL BEARING. = m � � 2. 0 =NOT RATED. I-- (y 71-01" 416 752 / 699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" .HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/1625 3486/2255 6205 /2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS z 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 12'-0" 239 4181297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR. CONSTRUCTION MEANS AND METHODS iL 13'-4" 0 328/0 1234/0 1779/0 2662/0 V 14'-0" 0 292/0 1160/0 1660/0 2439/0 W MATERIALS W 16'-0" 0 284/0 950/0 1379/0 1997/0 � 18'-0" 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSI. 18'-8" 0 142/0 598/0 1114/0 1468/0 2, f PRESTRESSED LINTELS = 6000 psi. > 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM 0476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W1 MINIMUM NET AREA COMPRESSIVE 22'-8" 0 110/0 450/0 824/0 1147/0 STRENGTH =.1900 PSI.. RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW C" w°i OPENING CLEAR 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/$R22-OB RELAXATION. 7/32 WIRE PER ASTM A510. ✓e®� �-�-1 a 21-411 1694/ 1694 3725/3280 5499/5421 �, • ®®� ���N® ®®� �®� Lu 1425/1425'. � � 2�-g�' 3343/3280 4933/4933 3v-011 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE� Q®'• 0 p �-j z 3'-4" 1081/920 2769/1716 4085/2839 F =FILLED WITH GROUT/ uJ LINTEL Uj o ¢ pp 4'-4" 846/833 2121/1716 3127/2839 MARK U = UNFILLED R =RECESSED z � �+, REQUIREMENTS ,® 1761/1761 ° � 664/572 2595/2595 5'-4" QUANTITY OF #5 REBAR @ ®� ®W®® ®�®�•'���`� 61-41' 526/434 1539/1539 1329/2267 A 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY �C ®®® •e�� 1964/1552 O ®�'®® 1334/1334 T-4" 480/322 8F16-1 B/1T � 8'-4" 415/235 1152/1152 1694/1552 m 8F8-1B/1TQUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADERo� 8RF14-1B/1T NOMINAL HEIGHT Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL WIDTH I- ° 8F16-16/17 z 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. O TYPE DESIGNATION o e $RF14-OB/1T � 0 W WALL LEGEND � O 8F16-0B/1T 1-1/2" CLEAR c 8F20-1B/1T 0 O _ d. N = 9'-4" T.O.M. � =INTERIOR/EXTERIOR D #5 REBAR AT TOP MIN.. REQ'D Z (1 ) BEARING WALLS VERIFY O 8F20-0B/1T U J ° = TOP OF HGT. W1 ARCHITECTURAL �C C.M.U. 11'4" Z ° KNEEWALL PLAN U.N.O. OR LINTEL 8RF22-1B/1T g GROUT 0 � W 'n z #5 REBAR AT BOTTOM OF LINTEL z III $F24-16/17 r- � O � CAVITY Lij � BOTTOM REINFORCING PROVIDED 0 8RF22-OB/1T 7-5/8"� ACTUAL IN LINTEL (VARIES) V OF2 B/1T 8" NOMI NAL WIDTH 0 5 (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN32" FOR THE LOAD 31-011 101-81' 8 4-0 � 10'� Z I "Q 8RF30-18/17 FILLED � z � F D P 8F32-1B/1T � 1-17Z" CLEAR W J rn� N O oo O $RF30-0B/1T °.� � Z Iw— M ,r � W cn j _ '•" #5 REBAR AT TOP MIN. (1) REQ'D (' I-_ O IY � � c O O 8F32.0Bl1T U -j MIN.O � Q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W � � Q 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR n � rZ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Q00 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.'" 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY BLDG DESIGN: --- CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF STRUCTURAL ENG: CNS SUPPORT. DRAFTING -DESIGN: --- 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. S_TRUCT: MR 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. QC CHECK: MRB..._- LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1809 HOOK JOB No. PSQ-2171166 SCALE: AS INDICATED D08 REBAR SPLICE DETAIL LINTEL PLAN -DATE: ------- ------ 07/19/17 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 CORNER AS REQ'D � INDICATED IN � PROVIDE SCREEN WHEN BLOCK BELOW LINTEL, #5 TO BE � HOOK PER IS NOT REQUIRED TO BE FILLED HOOKED INTO MD08 SIDE VERTICALS ' STANDARD 90 DEGREE HOOK '• d � °d ° • •da '• °' a 'a ° ° ° 4-4 n d n n " .. �.' •' . •° :' _, . ' .ra...... ° � ,�•• ... ', ... ,.�.. a. TYP. BOND BEAM $ x 8 x 16 K.O. °'� �"° � ° .• d . , ,.a 'c .° • . ' . ° � : e ,' . ° . ' ° •. �- LINTEL BLOCK FILL w/ 3000 psi CONC. w/ ° ' ; .' ... ° , .• , < ;• , • • .4; •..Q � O (1) #5 DIA. REBARcz 04 CqI � 5 a vI ZBOTTOM Q Q C.M.U. Z U I-- ❑� ao _. O� w co y MIN.O � Q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W � � Q 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR n � rZ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Q00 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL.'" 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY BLDG DESIGN: --- CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF STRUCTURAL ENG: CNS SUPPORT. DRAFTING -DESIGN: --- 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. S_TRUCT: MR 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. QC CHECK: MRB..._- LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1809 HOOK JOB No. PSQ-2171166 SCALE: AS INDICATED D08 REBAR SPLICE DETAIL LINTEL PLAN -DATE: ------- ------ 07/19/17 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 CORNER AS REQ'D � INDICATED IN � PROVIDE SCREEN WHEN BLOCK BELOW LINTEL, #5 TO BE � HOOK PER IS NOT REQUIRED TO BE FILLED HOOKED INTO MD08 SIDE VERTICALS ' STANDARD 90 DEGREE HOOK '• d � °d ° • •da '• °' a 'a ° ° ° 4-4 n d n n " .. �.' •' . •° :' _, . ' .ra...... ° � ,�•• ... ', ... ,.�.. a. TYP. BOND BEAM $ x 8 x 16 K.O. °'� �"° � ° .• d . , ,.a 'c .° • . ' . ° � : e ,' . ° . ' ° •. �- LINTEL BLOCK FILL w/ 3000 psi CONC. w/ ° ' ; .' ... ° , .• , < ;• , • • .4; •..Q � O (1) #5 DIA. REBARcz 04 CqI � 5 a vI ZBOTTOM WALL LEGEND W Q� 0 on = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY � = 11'_4" TOP OF HGT. W/ ARCHITECTURAL Uj KNEEWALL PLAN U.N.O. OR LINTEL ULO z O o.. U w z O S1 0 IU 14 D Uj _' FIG Q Ci f- 'S F16 ■ W U � JZ CL Z W F1B O a- - - 1 p > F113Q W <W C6 erwi 0 1 @ 32 O.C. F1A a ®®`�®®` W M d"' r � W. ® ss°Y' 2 q F1 0 '� o r d '�. "' Z F1 t`® M5z�. Q U F1®z • rte: `"a► •® o we Uj p •°®®Docs•.. z F1 P� ®® `t O C- U_ F1 Ld F1 S 1'**�A S1 p H IX z D F1 D v~i p F1 ❑ W F1 LL z N - --- r------------ ------------ F1 ---------------------------------Q o0 - 0 z ' o o Q0 BUILDER NOTE: SECTION OF F1 0 p BEARING WALL FOR STAIR w UJ LANDING ONLY. TRUSS F3 F1 1 FT1 DOES NOT BEAR ON THIS WALL 1 N- 0 0 z SU F2 w C� 0 Z J A II S1 Z FT3 LL_ _ D I I 0 F Om W 0�tioa � I i I A z 0UZH E BW1 ) F1 F1UJ D D BW2 U. � U. U. 9CCU � p 0Q T �� I I I I W ZUI ❑eco J(nZ6=o 0 H2x8 D1 1 0 �-�- � 0=� Cl) o A 4 18 BW1 D03 18 4 B SD1 z ZQ❑UZz E ow<wD1 B2 Q 02U_3:0= BWi BW1 Z O Z p v N Q D1 B2 J O FO ASD1 IWLL D1 D B2 S1 F- ~ 1 L l D B2G W D2 W FO S1 B2 x LL D D D3 1 F1 O B2x12 BOTTOM i) �� 'i�� D B2 ~ LIJ @ 9'-4�� z t Cil 1 1 Cil 1 O 'Q B1 W Z 0 O ❑ 0 ...i BUILDER NOTE: 1 F1 B3 w W Q W 11 BEAMS TO BEAR ON F03 �� D _ �' TOP OF MASONRY D 1 S 1 I- 2 W� B2x12 BOTTOM C U 0 .J LU @ 9'-4" CJ3 v~i WWW Cil CJ1 Q Q ( CL �t 1 U') �n W I" W W IY ."7 Z 0 F" CL LL r BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: .DESIGN: --- STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171166 SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 07/19/17 SEE PAGE S6 FOR NOTES AICD CONNECTOR LEGEND �/4„=11_o,�NOTE: SQA i 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. COPYRIGHT MCD 201 �: The information contained in thisp p Y COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG BEAM SIZE CONNECTIONS TAG HEADER FASTENERSSTUD TAG FRAME TO CMU LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS TO MASONRY: SIMP. HU48 OR HUC48 w/(6)10d NAILS & (14)4"x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 C O(1)ply (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 1 2" NAILS (2)ply TRUSS (12) 16d x 12" NAILS, SPACING SPECIES TOP BOTTOM (plf) El HETA16 w/(18)10d x 11" NAILS OR , (2)ply TRUSS HETA20 w/ 18) 10d x 1- NAILS ( 2 H2x6 (2)2x6 #2 SYP w/" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) LULU (2)12d (2)12d NO MID -SPAN 16d NAILS BW1 16" SPF TOENAILS TOENAILS UPLIFT FRAME TO FRAME 1245 H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS BW2 2 HTS20 w/(24)10d x 1 T" NAILS O (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME SP4 W/(6) SP4 W/(6) 570 if p MID -SPAN 1fl H2.5A w/(10)8d I FRAME TO FRAME 535 600 16" SPF 10d x 1. 2" NAILS 10d x 12" NAILS <8>(3)2X4 SYP #2 BUILT UP STUD COLUMN H2x10 2)2x10 #2 SYP w/1"FLITCH PLATE a ATTACH KING STUD TO HEADER w/(10) 16d NAILS BW3 1000 J Q,� SP4 W/(6) .SP4 W/(6) 570 plf 3rd. 3140 3140 QK (2)2X8 SYP #2 BUILT UP STUD COLUMN B3.5x11. 25 16" SPF10d x 12" NAILS 10d x 12" NAILS FRAME TO CMU PT. 4235 LO 4x4 SYP #2 POST 10 HGT-2 w/(16)10d NAILS w/2i EPDXY ANCHOR w/SIMP. SET 6 EPDXY MIN. 5" EMBEDMENT H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS MQ 6x6 SYP #2 POST 11 (3) 12d (3) 12d NO 1175 c N �/�V// IgW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN. 1110 1235 O 3-112"x3-1/2" LVL COLUMN.. 13 H3.5x5.5 (2)1:75"4.5" LVL ATTACH KING STUD TO HEADER w/(6) 2470 OQ 3-1/2"x5-1/4" LVL COLUMN. 16d NAILS BW5 12" SPF SP4 W/(6) SP4 W/(6) 760 plf MID -SPAN TO POST: SIMP. HTS20 OR LSTA18 T'O BEAM: SIMP. HUC410 w/(18)16d & R� 10d x 12" NAILS 10d x 12' NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 B3.5x16 (2) 1.75"x16" LVL (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 16d NAILS BW6 12" SPF SP4 W/(6) SP4 W/(6) 760 plf 3rd. PT: NAILS & (18)4"x24" TAPCONS 4 ON MASONRY: (2) SIMP. MSTAM24 1 6 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT H3.5x9.25 (2)1.75"x9,25" LVL ATTACH KING STUD TO HEADER w/(10) O5-1/4"x5-1/4" LVL COLUMN. 10d x 12" NAILS 10d x 12"NAILS 16d NAILS 17 BV�17 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN < V� ATTACH KING STUD TO HEADER w/(12) H5.5x11.25 (3)1.75"x11.25" LVL 16d NAILS ON MASONRY: (2) SIMP. MSTAM24 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 5.25x16 (3) 1 J5"x16" LVL BW8 16" SYP SP4 W/(6) 104 x 12" NAILS SP4 W/(6) 104 x 12" NAILS 664 pif MID -SPAN (3) 2x12 #2 SYP w/ 1" FLITCH ATTACH KING STUD TO HEADER w/(10) H3x12 PLATE BETWEEN PLIES 16d NAILS COLUMN TO FTG. 3640 4235 YO 3 1/2" X 11 7/8" LVL COLUMN 20 (3)HTS20 w/(24)10d x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING Bw9 16" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 664 p1f 3rd. PT. 2420 2800 SEE PLAN FOR WALL WIDTH 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS OPENING SIZE JACKS @ EA. END KINGS @ EA, END BW10 12" SYP (2) 12d (2) 12d NO MID -SPAN ST STANDARD BEAM NOTES TOENAILS TOENAILS UPLIFT 3965 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" 1'-0" TO 3'-11" 1 1 1 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 4x4: ABU44 w/(12)16d NAILS & t" EPDXY ANCHOR WMIN. 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 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 & g" EPDXY ANCHOR WMIN. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 7 EM EDMENT B 8x8: ABU88 w/(18)16d NAILS & (2) $" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT BW11 12" SYP SP4 W/(6) 1„ 10d x 1a NAILS SP4 W/(6) 1„ 10d x 1a NAILS 885 plf MID -SPAN 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 4'-0" TO T-11" 2 2 - 8'-0" TO V-11" 2 3 BW12 IF UPLIFT EXCEEDS 535lbs USE (2) H2.5ACONNECTORS. SP4 W/(6) SP4 W/(6) 885 plf 3rd. PT. 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 A31" x 22" 12" SYP 10d x 12" NAILS 10d x 12" NAILS 10d 148" x 3° 10'-0" TO 12'-0" 3 4 FLOOR FRAMING NOTES BW13 16 " SPF SP4 W/(6) 1„ NAILS 10dx1a„ 5P4 W/(6) 1 10dx1a NAILS 280 plf MID -SPAN STANDARD HEADER NOTES @ 32"o.c. @ 32"o.c. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY INSTALLED WOUT BW14 12" SPF 40d x 11„ a 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 FOLLOWING DTL. WF08/SD3. STANDARD BEARING WALL W/STRAPS NOTES 3. NAIL#2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE, ASSUME 2x4 STUDS U.N.O. HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2' J -BOLTS OR EPDXY 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6"FROM EA. END OF BASE PLATE & WALL OPENINGS & 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 FOR MORE INFO. ANCHORS. ROOF NOTES: 8 . NO ADITIONAL BASE CONTO THE FOUNDATION ARE REQ'D. IF WALL IS INDICATED W BW1NBW4, BNW7 OR BW10. THESE WALLS ARE ONLYBRG. SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 12d TOENAILS. COLUMN. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS 032"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. NAILING SCHEDULE. 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" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN 6" O.C. IN FIELD, SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. SHOP DRAINS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD: SEE WF10/SD4 FOR MORE INFO. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILS: ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, AREAS, THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV-ATIVELY THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, BUILDER NOTE: STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153, IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED --'-"STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3)10d TOENAILS. AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE 7(2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES VALUES SPF(Ib) SYP(Ib) TAG BEAM SIZE CONNECTIONS B (3)2X4 SPF #2 BUILT UP STUD COLUMN ElO HETA16 w/(9) 10dx12" NAILS OR HETA20 w/(9) 10d x 12" NAILS FRAME TO CMU 1810 1$1.0 B2x8 (2)2x8 #2 SYP WITH 1/2" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS TO MASONRY: SIMP. HU48 OR HUC48 w/(6)10d NAILS & (14)4"x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 C O(1)ply (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 1 2" NAILS (2)ply TRUSS (12) 16d x 12" NAILS, FRAME TO CMU 2035 2 Op 1Y 2500 (1)ply 2035 (2)ply 2500 Op (2)2X6 SPF #2 BUILT UP STUD COLUMN El HETA16 w/(18)10d x 11" NAILS OR , (2)ply TRUSS HETA20 w/ 18) 10d x 1- NAILS ( 2 FRAME TO FRAME H10A 1015 H10A-2 1070 H10A 1340 H10A-2 1245 LULU �!! TO POST: SIMP. HTS20 OR LSTA18 O (3)2X6 SPF #2 BUILT UP STUD COLUMN B2x10 (2)2x10 #2 SYP WITH 1/2" FLITCH PLATE TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"'x2t" TAPCONS ON MASONRY. (1) SIMP. MSTAM24 ElHTS20 w/(24)10d x 11" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 F (2)2X8 SPF #2 BUILT UP STUD COLUMN /0 W 2 HTS20 w/(24)10d x 1 T" NAILS O (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 <8>(3)2X8 SPF #2 BUILT Up STUD COLUMN 1fl H2.5A w/(10)8d I FRAME TO FRAME 535 600 B2x12 (2)2x12 #2 SYP WITH 1/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18),14"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 <8>(3)2X4 SYP #2 BUILT UP STUD COLUMN - MTS12 w/(14)10d x 1.1" NAILS 3 (AT EXT LOCATIONS INCLUDE O12d TOENAILS) FRAME TO FRAME 860 1000 J Q,� (2)2X6 SYP #2 BUILT UP STUD COLUMN 21 MGT w/(22)10d e EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 5" EMBEDMENT FRAME TO CMU 3140 3140 QK (2)2X8 SYP #2 BUILT UP STUD COLUMN B3.5x11. 25 (2)1.75"x11.25" LVL TO POST: SIMP. HTS20 OR LSTA18 T'O BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 El HTT4 w/ 18 16d x 21" NAILS & A" EPDXY ANCHOR w/SIMP. ( ) 2 e SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 LO 4x4 SYP #2 POST 10 HGT-2 w/(16)10d NAILS w/2i EPDXY ANCHOR w/SIMP. SET 6 EPDXY MIN. 5" EMBEDMENT FRAME TO CMU 6280 6280 MQ 6x6 SYP #2 POST 11 HTSM16 w/(8)10d NAILS & (4) 4 x 24 TAPCONS FRAME TO CMU 1020 1175 c N �/�V// 8x8 SYP #2 POST B3.5x11. 875 2 1 75x11.875" LVL O " TO POST: SIMP. HTS20 OR LSTA18 T'O BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/ 10 10d ( ) NAILS & (18)�4 x24� TAPCONS ON MASONRY: (2) SIMP. MSTAM24 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 O 3-112"x3-1/2" LVL COLUMN.. 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 OQ 3-1/2"x5-1/4" LVL COLUMN. 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928plf TO POST: SIMP. HTS20 OR LSTA18 T'O BEAM: SIMP. HUC410 w/(18)16d & R� 3-1/2"x7" LVL COLUMN. \/ 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 B3.5x16 (2) 1.75"x16" LVL (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d O 3-1/2"x9-1/2" LVL COLUMN. NAILS & (18)4"x24" TAPCONS 4 ON MASONRY: (2) SIMP. MSTAM24 1 6 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O5-1/4"x5-1/4" LVL COLUMN. 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 TO POST: (2) SIMP. HTS20 OR LSTA18 < V� 5-1/4"x7" LVL COLUMN. ON MASONRY: (2) SIMP. MSTAM24 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 5.25x16 (3) 1 J5"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3). X O 7"x7" LVL COLUMN. ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE 19 1„ „ HTT4 w/(18) 16d x 2a NAILS w/B 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 YO 3 1/2" X 11 7/8" LVL COLUMN 20 (3)HTS20 w/(24)10d x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 63.5x20 (2) 1.75"x20" LVL TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE <Z> 1/4" X 9 1/2" LVL COLUMN 51/4'. ElMSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 STANDARD COLUMN NOTES 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. ST STANDARD BEAM NOTES GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8 A.T.R. THRU DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS FRAME TO FRAME 3300 3965 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN, 2" FROM TOP AND BOTTOM OF BEAM 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 4x4: ABU44 w/(12)16d NAILS & t" EPDXY ANCHOR WMIN. 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 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 & g" EPDXY ANCHOR WMIN. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 7 EM EDMENT B 8x8: ABU88 w/(18)16d NAILS & (2) $" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32'b.c.) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT 4, POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOPWRITTEN 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, APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP, H10A FOR SINGLE PLY, OR H10A-2 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS FOR 2 -PLY U.N.O. ON PLAN - NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP, H2,5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5ACONNECTORS. STANDARD NAIL GENERAL DIAMETER/ LENGTH 4, CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 8d A31" x 22" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 10d 148" x 3° STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 12d148"x34 FLOOR FRAMING NOTES 16d162"x32 GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 8d RING SHANK .113" x 291" 2. REFER TO TRUSS MANU, DRAWINGS FOR TRUSS DESIGNATIONS, 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS NAILING NOTES REQ. CONTACT E,O,R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN, NAILING SCHEDULE 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT INDICATED AS LONG AS IT MEETS OR EXCEEDS THE (FLOOR TRUSSES). H INDICATED. NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN DIAMETER AND LENGTNAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. EDGES AND 12" IN FIELD. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NOTES. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER, 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. CONNE W Q 11 W ���y�►���lna ®� cm a.LU ®444444®•aaV/�i�`/Fr�®" _JE r V a �(®'2�00 • �v ay • Y o O ® ® r -� =_ -i Z c� ®w «' 4c p ®2 Z ®® ." ❑ J O to s, •••oa • �,�� w p ® ®•aaa�••� ® Z CL O LLJ m W z tY �a wp oFn <W U) C LLO ON H Z O U H OO© w LLI = _� =w F- O 0Z_ O 0 ti Q LU W Z o6QZv?LL0) W ZQF-0 as d _J(/)RZWo O W Jo00�� O r "� w w o OZ5 LV U 0. ¢ a W J � LL 04 Z U)o wNa W w W '= F_ O o I - z z z JOB No______LL PSQ-2171166 --- -1-___.- -- W CTOR = W DATE: 07/19/17 U) O LULU �!! z 0.1 /0 W l _ LLw 1, W O LU w LLI Imo- w LU Q V (L a �m� W Cl)FF W W -a CL CIS a f=' T- BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: MRB NOTES& JOB No______LL PSQ-2171166 --- -1-___.- -- SCALE AS INDICATED CTOR LEGEND DATE: 07/19/17 COPYRIGHT MC D 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. S6 0 0 0 H2x6 H2x6 H2x6 Cil Cil - ---- ------ ----- ------------ CJ3T i CJ3 LZ CJ5 ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B Uj 00 z III 1 0 00 U51 A2 STANDARD 2ND FLOOR FRAMING U_ q 0 T- X I NOTES: Z2� 10 A3 z 1. ALL EXTERIOR WALL LESS Li d P ARE CONSIDERED SHEAR A -S-0, IN WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE, 025 J Uj 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR 2: +Z I.- LO TO FOLLOW THE DETAILS INDICATED BELOW: Uj OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE L. p CONNECTIONS SHOWN ARE ONLY U1 0 m 0 ----------- ON PLANS OR SHEATHING IS NOT CONTINUOUS) W 0 OPENING SITTING ON WOOD BEAM- W807/SD5 (STRAPS 0 Z CJ5 C2 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z z 1� SHEATHING IS NOT CONTINUOUS) <0 0 04 rn w =) C14 0 co 2 r 0 65 0 �: CJ3 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. W f 7 rc,-4 r -------- --------- 1—, 11 0 0 0 Lu v) E C'4 3 < z U) z 06 W L -L 0 (D < 0 (6" . s Cil C2 j L) 0 (5 00 W 0 to U) LU Z H2x6 2x6 R z W 0 8 H2x6 :D <000- V C1 U)r- 0 z z W W 00 z <:Du)�-z E F Z5 00�< Zo C11 C) z: < 0 20- I EE 0 LL cnQ I<_ L L Z0 04 < C1 z 0 Uj LL W C11 LL z 0 zUj 0C3 7: W F- -r U) CJ3 CJ3 0 F_ W Cil Cil z 0 < FO z 0 LU H2x6 0 .5 LU U) c1r) L0 L0 ul V_ W 4P > > F- 0 Uj 0 W LLI Uj 0. U UJI z LU F- Cy 0 V5 y co W LU W 141wo _-) wm'" Z 0 W cc BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171166 SCALE: AS INDICATED ___ ATE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND ROOF F RAMING PLAN DATE: 07/19/17 1/411=11-01f S 7A COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR 0 BEARING WALLS VERIFY U_ -J = 11'-4" TOP OF HGT. W/ ARCHITECTURAL Uj KNEEWALL PLAN U.N.O. OR LINTEL U_ 0 toz EXTERIOR FRAME WALL 0 Fn 5; SCHEDULE 0 W (PARK SQUARE) WALLS WITH PLASTER OR STUCCO FINISHES Uj WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE I'_ 0 81-010 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 91-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX Uj 91-41' 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 101.01# 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX 0 1 EXTERIOR FRAME WALL NOTES z co 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE U_ 0 NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF W SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN Az 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS > 3, IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE 2 MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS (L 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B Uj 00 z III 1 0 00 U51 A2 STANDARD 2ND FLOOR FRAMING U_ q 0 T- X I NOTES: Z2� 10 A3 z 1. ALL EXTERIOR WALL LESS Li d P ARE CONSIDERED SHEAR A -S-0, IN WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE, 025 J Uj 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR 2: +Z I.- LO TO FOLLOW THE DETAILS INDICATED BELOW: Uj OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE L. p CONNECTIONS SHOWN ARE ONLY U1 0 m 0 ----------- ON PLANS OR SHEATHING IS NOT CONTINUOUS) W 0 OPENING SITTING ON WOOD BEAM- W807/SD5 (STRAPS 0 Z CJ5 C2 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z z 1� SHEATHING IS NOT CONTINUOUS) <0 0 04 rn w =) C14 0 co 2 r 0 65 0 �: CJ3 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. W f 7 rc,-4 r -------- --------- 1—, 11 0 0 0 Lu v) E C'4 3 < z U) z 06 W L -L 0 (D < 0 (6" . s Cil C2 j L) 0 (5 00 W 0 to U) LU Z H2x6 2x6 R z W 0 8 H2x6 :D <000- V C1 U)r- 0 z z W W 00 z <:Du)�-z E F Z5 00�< Zo C11 C) z: < 0 20- I EE 0 LL cnQ I<_ L L Z0 04 < C1 z 0 Uj LL W C11 LL z 0 zUj 0C3 7: W F- -r U) CJ3 CJ3 0 F_ W Cil Cil z 0 < FO z 0 LU H2x6 0 .5 LU U) c1r) L0 L0 ul V_ W 4P > > F- 0 Uj 0 W LLI Uj 0. U UJI z LU F- Cy 0 V5 y co W LU W 141wo _-) wm'" Z 0 W cc BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171166 SCALE: AS INDICATED ___ ATE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND ROOF F RAMING PLAN DATE: 07/19/17 1/411=11-01f S 7A 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. BE GROUT FILLED w 0 „ (2) 2x #2 SYP SEE PLAN O.C. w/STRUCTURAL � U (5) 1/2 DIA. J -BOLT W/ STRUCTURAL STRUCTURAL PLATE FOR BEAM SIZE SHE( TOPAOF WALL TOTHING w U U.N.O. W w S-1/2 EMBED. A7 Fr4. U ¢ SHEATHING ON BOTH SHEATHING ON BOTH a' . •. (1) #5 VERTICAL IN Q DOOR BRACKET, EA. �� GROUT FILLED CELL (IF rx SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR BOTTOM OF WALL. -� cn ¢ SIDE OF DOOR. WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE GL W REQ'D PER PLAN) o ao w PROVIDE 2"x2" ATTACHED PER BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE m > WASHER W/ EA, NAILING SCHEDULE NAILING SCHEDULE ', �• ' ... NOTE: SEE MD08 ON m ANCHOR. (-1st BOLT TO �:° � OTHERWISE SP2 CLIPS OTHERWISE SP2 CLIPS MASONRY WALL _ AT TOP AND SP1 CLIPS Z W �., ��' LINTEL PLAN FOR ¢ BE 8" MAX. ABV. CURB, AT TOP AND SP1 CLIPS BUILDER FRAME ¢ " i. ADDIT'L REBAR INFO REST EQ. SPACED RADIUS AS REQ'D AT BASE ARE REQ'D AT BASE ARE -24" O.C.) W a . 1 REQUIRED M DO VERTICAL REINFORCEMENT DETAIL fib�0GARAGE BUCK DETAIL fiFO KNEEWALL AT DOWNSET BE00AM fiFO KNEEWALL AT UPSET BEAM fi!=6kKNEEWALL OVER MASONRY WALL �°4"° ®�`'�� '� 1 /2 1-0 _ 1/2"=1 -0 „_ , „ 3!4"=1'-0" 3/4"=1'-0" ®�� '�' ° `-� ° Lu"" 0 CD a. InI11111 m PRE-ENG.TRUSS PER Ld PLAN, 24" O.C. MAX ROOFING MATERIAL U Q (2) 2x TOP PLATE W/ PER ARCHS __.--- SEE FRAMING PLAN OF OPENING SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL SHEATHING o O W H � FOLLOWING CONDITIONS: ° 1 PLAN INFO x 2 1/4" 121, - - SEE ELEVATION (1) EXTERIOR FRAME WALL TO CMU ° psi CONC. w/(1) #5 REBAR CONT. .. TOP OF MASONRY - FOR O.H. OPENING 3/16" (3) INTERIOR LOAD BEARING FRAME WALL TO r° STD HOOK H10A U.N.O. SEE ARCH PLANS FOR CMU WALL a 2x PT STUD OR ALTERNATE 1x PT BUILDER/ OTHERS •' ' OVERHANG INFO x 3 1/4" 1 d FURRING TO CMU W/ 2x FRAMING PER 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE O . , . ..10A PROVIDE STANDARD 2x6x12 P.T. CENTER H10A U.N.O.UNO U.N.O._ _ LOCATIONS MASONRY WALL PER OF BUCK, HOOK -- BUCK PLAN (TYP). 1- U Z IN BEARING WALL SCHEDULE LL 1/2" J -BOLT w/ 5-1/2" 0 O U)CMU w WALL AS REQ'D PER PLAN P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T.WOOD BUCK MATERIAL MAY BE ADDED TO O m fA U o EMBED.CENTERED FRAME OUT TO BLOCK z SCHEDULE „ EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3 NAILS U ♦ ^ LU WINDOW PER > 6" FROM EA. END OF WALL ,WALL �„ ! EQ. SPACED TITEN HD ANCHORS w •. • :... ;; ' , 4....: ,.. .., �� " STAGGERED @ 12" O,C, AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. EDGE AS REQ'D FRAME OUT TO BLOCK vJ 0 �j O MW„ � r E FLOOR PLAN OPENINGS & AT 32"o.c. MAX. (6" MIN. (4) 2 MAX. 2 PLIES OVER INITIAL P.T. BUCK. Z ; a ,,j ":+•�' "' :'"'`� 2x6 P.T. NAILER FRAME OUT TO BLOCK EDGE EMBED.) w/ 2"x2" SQ. WASHERS , MIN. 1 a"" EMBEDMENT FOR HOLLOW 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME E (' ¢ O d (6 L G (1) #5 IN TIE BEAM U ATTACHED w/ (1) 1/4"x EDGE AS REQ'D OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS _O Z U ©C7 3 0�wz to CONC. OR (HAND OR POWER DRIVEN) I BLOCK. MAX, 6" FROM TOP AND BOTTOM W/ MIN, 2" EMBEDMENT 6" (FASTENING) ARE MET. �� 2-3/4" TAPCONS @ 24" J � Z } O PRECAST @ 16"o,c. MAY BE USED I.L.O.„ OR 1/4" TAPCON 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID g W 0 `z O O 49 • (1) #5 BAR IN PRECAST �. :.L... I.. O.C. AMX. & 4" FROM J -BOLTS FOR WALLS THAT DO FROM TOP AND BOTTOM AND 12 O.C. BETWEEN a GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS - O Q (/) o = � � Z z P H Z 0 NOT CARRY UPLIFT , LINTEL a •' ; ENDS Z I 1/2" x 8" J -BOLT (2) 2x TOP PLATE cn < ¢ w Z O EXT FINISH PER PLAN ADO�BEARING/ SHEARWALL CONNECTION TO CMU ' PT BASE PLATE DO 2x BUCK DETAIL o ..1 �r (2) #5's VERTICAL IN GARAGE WALL (2) 2x PLATE (2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLAN @ 32 „ „ FOR BEAM SIZE (ONLY � LLJ _ J < 3/4"=1'-0„ cn GROUT FILLED CELL w :. .. BEYOND I ( 2) 2x TOP PLATE I FOR BEAM SIZE O.C. & 6 FROM IF OPENING PROVIDED L- Z 0 X N ZOUc„¢ •; , ; r EACH END W/ WASHER I PER PLAN) O Z W � " z , 2x6 P.T. BUCK EACH MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE Q 0 H , ELEV 0'-0” �� •i. �� . ' ENTIRE COLUMN TO a SIDE OF OPENING WALL WITH STUDS @ WALL WITH STUDS @ � 2x PT BOTTOM WALL w/ STUDS @ 16 „ _ H VERT REINF. BEYOND H W W w SEE FOUNDATION 16 O C W/ 16" O C W/ Q, W PLAN FOR MORE INFO BE GROUT FILLED w 0 „ (2) 2x #2 SYP SEE PLAN O.C. w/STRUCTURAL � U (5) 1/2 DIA. J -BOLT W/ STRUCTURAL STRUCTURAL PLATE FOR BEAM SIZE SHE( TOPAOF WALL TOTHING w U U.N.O. W w S-1/2 EMBED. A7 Fr4. U ¢ SHEATHING ON BOTH SHEATHING ON BOTH a' . •. (1) #5 VERTICAL IN Q DOOR BRACKET, EA. �� GROUT FILLED CELL (IF rx SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR BOTTOM OF WALL. -� cn ¢ SIDE OF DOOR. WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE GL W REQ'D PER PLAN) o ao w PROVIDE 2"x2" ATTACHED PER BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE m > WASHER W/ EA, NAILING SCHEDULE NAILING SCHEDULE ', �• ' ... NOTE: SEE MD08 ON m ANCHOR. (-1st BOLT TO �:° � OTHERWISE SP2 CLIPS OTHERWISE SP2 CLIPS MASONRY WALL _ AT TOP AND SP1 CLIPS Z W �., ��' LINTEL PLAN FOR ¢ BE 8" MAX. ABV. CURB, AT TOP AND SP1 CLIPS BUILDER FRAME ¢ " i. ADDIT'L REBAR INFO REST EQ. SPACED RADIUS AS REQ'D AT BASE ARE REQ'D AT BASE ARE -24" O.C.) W a . 1 REQUIRED M DO VERTICAL REINFORCEMENT DETAIL fib�0GARAGE BUCK DETAIL fiFO KNEEWALL AT DOWNSET BE00AM fiFO KNEEWALL AT UPSET BEAM fi!=6kKNEEWALL OVER MASONRY WALL �°4"° ®�`'�� '� 1 /2 1-0 _ 1/2"=1 -0 „_ , „ 3!4"=1'-0" 3/4"=1'-0" ®�� '�' ° `-� ° Lu"" 0 CD a. InI11111 m PRE-ENG.TRUSS PER Ld PLAN, 24" O.C. MAX ROOFING MATERIAL U Q (2) 2x TOP PLATE W/ PER ARCHS __.--- SEE FRAMING PLAN NOTE: THIS DETAIL APPLIES TO THE SIZE (3) 12d END NAILS TO LAST STUD PRE -CAST LINTEL PER w ._ FOR CONNECTION FOLLOWING CONDITIONS: ° 1 PLAN INFO x 2 1/4" 121, TYPICAL TIE BEAM w/3000 1x8 SEE ELEVATION (1) EXTERIOR FRAME WALL TO CMU ° psi CONC. w/(1) #5 REBAR CONT. .. TOP OF MASONRY (2) INTERIOR FRAME SHEAR WALL TO CMU FOR O.H. OPENING 3/16" (3) INTERIOR LOAD BEARING FRAME WALL TO r° STD HOOK WATERPROOFING BY SEE ARCH PLANS FOR CMU WALL a 2x PT STUD OR ALTERNATE 1x PT BUILDER/ OTHERS •' ' OVERHANG INFO x 3 1/4" 1 d FURRING TO CMU W/ 2x FRAMING PER 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE O PLAN WINDOW/DOOR W/ (1) #5 CONT. 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" 121, ` ', 1x8 3/16" x 2 1/4" 12" O.C. 2 FOR O.H. 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 3 1/4" 1 121, 2x8 3/16" x 3 1/4" 1 12" O.C. 2 t~!) p oU-) LU U) O� ON E- Z UO F= 4 p W • OPENING SIZE AND NOTES: _ RE. ELEV. ` ', TYPICAL FILLED CELL w/ 3000 LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF H to FOR O.H. REFER TO PLAN FOR ADDITIONAL a. psi CONC. w/(1) #5 REBAR VERT. (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE = LU 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 O 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 Z IN BEARING WALL SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO Q p Z' U)CMU w WALL AS REQ'D PER PLAN P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T.WOOD BUCK MATERIAL MAY BE ADDED TO O m fA U o a. " J -BOLTS OR -1" THREADED ROD, �" SCHEDULE „ EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3 NAILS U ♦ ^ LU WINDOW PER > 6" FROM EA. END OF WALL ,WALL �„ ! EQ. SPACED TITEN HD ANCHORS w STAGGERED @ 12" O,C, AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. ¢ vJ 0 �j O MW„ � r E FLOOR PLAN OPENINGS & AT 32"o.c. MAX. (6" MIN. (4) 2 MAX. 2 PLIES OVER INITIAL P.T. BUCK. Z —� °� � z u °) EMBED.) w/ 2"x2" SQ. WASHERS , MIN. 1 a"" EMBEDMENT FOR HOLLOW 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME E (' ¢ O d (6 L G NOTE: 2'" MASONRY NAILS 2 BLOCK OR 3 1/2" EMBEDMENT FOR SOLID OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS w Z U ©C7 3 0�wz to CONC. OR (HAND OR POWER DRIVEN) I BLOCK. MAX, 6" FROM TOP AND BOTTOM W/ MIN, 2" EMBEDMENT 6" (FASTENING) ARE MET. a J � Z PRECAST @ 16"o,c. MAY BE USED I.L.O.„ OR 1/4" TAPCON 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID g W 0 `z O O 49 POWERS STEEL SILL TYP. @ALL WINDOWS J -BOLTS FOR WALLS THAT DO FROM TOP AND BOTTOM AND 12 O.C. BETWEEN GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS - O Q (/) o = � � Z z P H Z 0 NOT CARRY UPLIFT Z cn < ¢ w Z O EXT FINISH PER PLAN ADO�BEARING/ SHEARWALL CONNECTION TO CMU ' PT BASE PLATE DO 2x BUCK DETAIL o ..1 �r cC o aCL J < 3/4"=1'-0„ 1/2"=1'-0„ Z Z 0 X N ZOUc„¢ r W � MAIN FLOOR = F- H , ELEV 0'-0” CONC. SLAB- `' �• VERT REINF. BEYOND H W W SEE FOUNDATION W PLAN FOR MORE INFO _ SEE FOUNDATIONI I= -� , DETAILS FOR FTG INFO. �- MASONRY WALL PER PRE-ENGINEERED 12 SEE ELEV, SEE ROOF SHEATHING, O PLAN TRUSSES PER PLAN @ (TYP) PLAN NAIL PER PLAN (2) 2x BUILT-UP COL, w 4 0. C. MAX. 2 DOUBLE 2x TOP PLATE LO DOUBLE TOP PLATE z Q r fi_S_6 TYPICAL ONE STORY CMU WALL SECTION H10A U.N.O. IF REQ'D, PROVIDE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE U)3/4"=1'-0" 1- CLOSURE WALL wd @EACH STUD 12d NAILS EACH END � Q O SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS1. U) W 11 EXT. SHEATHING I TO TRUSS. STUDS @ PRE-ENGINEERED SIMPSON LSTA30 W/ NAILS W a > EXT. BEAM. PER PLAN PT POST PER PLAN ATTACHED PERy I � 24" O.C. &EXT. ROOF TRUSS - SEE (22) 10d (ALL z � 2W NAILING SCHEDULE SHEATHING INSTALLED FRAMING PLAN FOR CORNER CONDITIONS LAP BEAM PLYS AND FROM TOP OF PER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND Uj _ W NAIL AS SHOWN (5) 10d KNEEWALL TO BOTTOM SEE PLAN FOR NAIL PER PLAN TALLER STUD). � � W „ W ar NAILS PER PLY OR SP2 CLIPS AT TOP CONNECTION Q EXT. BEAM PER PLAN AND SP1 CLIPS AT 2x BRG WAIL, SEE ~ V W Li BASE ARE REQ'D. =) , HTS20 CLIP FROM 2x BLOCKING `"- CRICKET AS REQUIRED PLAN FOR STUD SIZE & SPACING. MIN (2) 2x SEE FLOOR PLAN FOR w p F- m CJ — Q POST TO BEAM MIN 2x4 STUDS @ 16" UNDER GIRDER TRUSS MORE BRG. WALL INFO V _ PLAN VIEW TOP OF POST @� O/C MAIN SPAN ROOF U.N.O. � W Z Z PT POST PER PLAN 2x P,T. PLATE TRUSS 2x BLOCKING cn � O 000 ABU POST BASE PER PLAN „ 1/2 x 8 J -BOLT OR EPDXY SIMPSON LSTA24 EACH (2) 2x TOP PLATE 0�.. 0. c 5/8" THREADED ROD w/ ANCHOR @ 32" O.C. & 6" FROM EA. END W/ STUD ATTACH 2x TO BLDG DESIGN: - • c' NUT SET IN ADHESIVE WASHER, CENTER ON '--- META16 U.N.O. 2x BRG WALL, SEE PRE -ENG, ROOF BUILT-UP W/ (2) STRUCTURAL DRAFTING: ENG CNS -�-- - BASE PLATE PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS ° tt TOP KNOCK OUT SPACING. MIN (2) 2x STAGGERED @ 8" O.C. -DESIGN: -STRUCT: MR SEE FOUNDATION COURSE W!{1) #5 MASONRY WALL PER UNDER GIRDER TRUSS SEE PLAN FOR PLAN FOR ADDITIONAL CONT. PLAN U.N.O.ONNECTION aG CHECK: MRB - INFO JOB No. PSQ 2171166 fiF'f�KNEEWALL ABOVE MASONRY WALL fiF1 SECTION DOUBLE BEARING F1 STEP BEARING FRAME WALL SIDE VIEW @ BASE OF POST SCALE: AS INDICATED 3/4"=1'-01t 3/4"=1' -0" DATE: - 07/19/17 (60 CORNER COLUMN FRAMING 3/4"=1'-0" SD1 WMR &ASSOCIATES LLC. An 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 of MONTH CONSULTING &DESIGN, OF M y p p 011VIr-OVI-4 A35 CLIPS 24" O.C. SIMPSON LSTA1 8 @ 48" O.C. AND AT ENDS SIMPSON A35 CLIPS @ SHEATHING NOT REQ'D 24" O.C. NO BRACE REQUIRED TO BE CONT. @ THE (2) 1 Od NAIL (2) 1 Od NAILS TRANSITION FROM @ EA. BOT" @ EA. BOTTOM BEAM TO GABLE CHORD CHORD TRUSS TRANSITION FROM FOR ADDITIONAL BEAM PER PLAN 2x4 BLOCK,' 2x4 BLOCKS. REFER TO I REFER TO GE02 FASTEN SIDE WALL SIMPSON H10A SIMPSON I DIAGONAL TO BEAM SIMPSON A23 @ EACH DIAGONAL EXT. SHEATHING; II I PLATE (4) 16d NAILS BRACE TO BEAM CONNECTION BLOCKING SIMPSON A35 CLIPS @ GABLE BRACING 24" O.C. NO BRACE REQUIRED SIMPSON LSTA18 @ NOTE: ALL GABLE 48" O.C. AND AT ENDS BRACING IS TO BE CONDITION IS REQUIRED. CONTACT EOR SYP#2 OR BETTER SHEATHING NOT REQ'D STRONGBACK W1 (2) 2x4 BRACE TO BE CONT. @ THE NAIL GABLE END TRANSITION FROM FOR ADDITIONAL WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE BOTTOM CHORD TO FASTEN SIDE WALL SHEATHING PER PLAN. ILS BRACE SIMPSON A23 @ EACH BLOCKING EXT. SHEATHING; II I ATTACH PER PLAN (4) 16d NAILS BRACE TO )p BLOCKING TO PLATE II 2x4 SYP#2 BLOCKING @ FRAME WALL CONNECTION EA. SAY ADJACENT TO EA. DIAG. AS SHOWN. (4) BAYS MIN. I I I 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS@ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C, MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. COPYRIGHT MCD 2015: The information contained in this documeint is copyrighted and is the exclusive property of MONTA CONSULTINC WHERE O.H. IS > l' -O", DROP GABLES w/ OUTLOOKERS @ 24" O.C. I'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2)16d NAILS @ EA, END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR BAYS @ EA. DIAG. AS SHOWN, FASTEN ROOF SHEATHING TO BLOCKS Wt 8d NAILS @ 6" O.C. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D CONNECT TO DROP GABLE WITH IH2.5 CLIP. MAX 2'-0" O.H. L X X X X CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ QT0nK1GQArV Ql= PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. 11 zz GABLE BRACING @ 48" (Z) I UO NAILS (0 LA. o O.C. NOT REG'D 6' BOTTOM CHORD FROM EAVES GABLE BRACING CHART H GABLE BRACING CONTRACTOR TO FIELD VERIFY WHICH NO BRACE REQUIRED 4v -8'v < H:` 7'-0" (1) 2x4 BRACE 71-01f < H 4- 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) CONDITION IS REQUIRED. CONTACT EOR STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:!E 18'-8" STRONGBACK W1 (2) 2x4 BRACE NAIL GABLE END FOR ADDITIONAL INFO AS REQ'D BOTTOM CHORD TO PLATE USING 10d NAILS SIMPSON A23 @ EACH A35 DIAGONAL TO AT 12" O.C. -ABRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J -BOLTS PT 2x8 PLT., CANT. FOR2x4 WASHERS (MIN. 6" BLOCKS. CLG. NAILING SURFACE L-7 EMBED) MIN. 6" FROM REFER TO GE02 (2) 1 Od NAILS @ EA. 0 EACH END AND 32" O.C. MAX. (2) 10d NAILS @ EA. W W BOTTOM CHORD 0 BOTTOM CHORD 2: U) z T zo I _j _j 0 U_ co 2x4 SYP #2 BRACING @ 24" O.C. 2x4 BLOCKS. a(3) FOR FALSE BM ATTACHMENT w/ 10d TOENAILS EA. END 4- - REFER TO GE02 0 2x TOP PLATE TO GABLE END W1 PROVIDE 16d NAILS SIMPSON A35 CLIPS @ 16d NAILS @ 6" C.C. GABLE END TRUSS TO PLT.@12" O.C. MAX. 24" O.C. FRAMING FOR FALSE BEAM, IF REQ'D TIE BEAM COURSE w/ (1) w/ (3) 10d NAILS @ EA. TRUSS BRACE CMU WALL OR LINTEL------, #5 CONT. 2x4 STUDS @ 24" O.C. w/ SINGLE FALSE BM PER PLAN BELOW BASE .& TOP PLATE w/ PLYWOOD IF REQ'D SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 4EO GABLE END @ FLAT CEILING CONNECTIONS 3/4"=11-011 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS@ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C, MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. COPYRIGHT MCD 2015: The information contained in this documeint is copyrighted and is the exclusive property of MONTA CONSULTINC WHERE O.H. IS > l' -O", DROP GABLES w/ OUTLOOKERS @ 24" O.C. I'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2)16d NAILS @ EA, END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR BAYS @ EA. DIAG. AS SHOWN, FASTEN ROOF SHEATHING TO BLOCKS Wt 8d NAILS @ 6" O.C. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D CONNECT TO DROP GABLE WITH IH2.5 CLIP. MAX 2'-0" O.H. L X X X X CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ QT0nK1GQArV Ql= PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. 11 zz GABLE BRACING @ 48" (Z) I UO NAILS (0 LA. o O.C. NOT REG'D 6' BOTTOM CHORD FROM EAVES GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4v -8'v < H:` 7'-0" (1) 2x4 BRACE 71-01f < H 4- 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:!E 18'-8" STRONGBACK W1 (2) 2x4 BRACE CHART '_ -----GABLE BRACING N, X SEE CHART 3: STRONGBACK IF REQ'D PER CHART AA GABLE END SHEATHING FASTEN Lill 40- 4 PER PLAN. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 0 .1 2ND 2x4 BRACE IF >< REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING 3/4"=11-011 2x #2 SPF CRIPPLES AT W 16" O.C. W1 SP4 AT TOP AND SP1 AT BASE LL 0 LL UJ LSTA30 HEADER TO STUDS U.N.O. U_ 0 2) ROWS 12d NAILS z (n STAGGERED @ 12" 0 O.C. EA. FACE OR (3) (n > ROWS 12d NAILS 0 STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LU O _j z _j < 0 2X STUDS TYP. 0 Uj 0 0- ATTACH JAMB STUDS 2 0 Uj C) PER WF08/SD3 BASE PLATE TO BE z ATTACHED TO FTG < USING 1/2" 0 J -BOLTS ai OR EPDXY ANCHOR @ X Uj CL 6" FROM EA. END OF I-_ I * 0) 'IN Uj co BASE PLATE & WALL qd OPENINGS & 32" O.C. 0 U UJ 00 Ci W/ 7" MIN EMBED. & 2" �e Ob, WASHER. AT SLAB 0 LUas _FNjj z 010 STEP DOWNS, EMBED. W Z d Z _j MUST BE 7" BELOW 0 STEP Fn "094966"z P.T BASE PLATE 0®®0s�a�wn�p���®�� �` W (L U_ NOTE: CONTRACTOR TO NAIL LIJ co 1st KING STUD INTO HEADER PER HEADER SCHED. THEN SP4 @ BASE OF EA. 0 ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE REQ'D. SEE SCHEID. FOR BEARING WALL W z F- W NUMBER OF KING AND JACK SCHEDULE FOR W a STUDS REQ'D. MORE INFO. U5 W LL fi 0 z F0 TYPICAL HEADER DETAIL 1/2"=1'-0„ 2"= 114' LD 0 ROOF SHEATHING, _ 0 j Uj FASTEN PER PLAN 3:Uj LO Lij 0 W ZZ Z a < z 2 2x4 #2 SYP CONT. wl (2) -4 16d COMMON NAILS o M --7--Z- -Z EA. STUD OR TRUSS Uj O' 7 -OLum E MEMBER, TYP. (MAX. C U) Z I.- 24" O.C.). IF MASONRY, z J06 W _j 8 Pz 5) -6-0) - 7 trm USE (2) 1/4" TAPCONS 0:5 0 0� (6 '.- Uj Z 0 F- 0 0 co to w/ MIN. 2" EMBED. @ 0�wz 24" O.C. 0 P: U) I.- — � r_ CL _j W iR z W W =) < C) 0 CL 8 TRUSS PER PLAN 0 z z i.- i.- W Uj 10- z <=)Cn�-z E 0 < zo 0J 0 U_ � 2 x oi>> 0 Ui LL 04 0 < Z 0 W Cq WOOD/MASONRY z WALL OR TRUSS, SEE W, 0 W PLAN (TRUSS SHOWN) W W m: F- F_ z (/C�DO2 LEDGER @ LOW ROOF a F_ z W F<- W W im 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W1 (3)TRUSSES AT 24" O.C. 12d TOE -NAILS @ EA, ROOF SHEATHING PER END. REDUCE TYP NON -LOAD LU PLAN ATTACH PER z SPACING TO 24" O.C. NAILING SCHEDULE BEARING WALL PER SIMPSON DTC @ 48" 0 @ WALLS CARRYING PLAN. STUDS @ 24" O.C. ATTACH W/ (6) 8d z 0 O.C. MAX. STUD LOADS SUCH AS NAILS (MAX. 0 CABINETS OR HEAVY SPACING TO BE VERTICAL GAP cn SHELVING REDUCED DOWN TO BETWEEN 12" LONG LU LLj 11 16" O.C. MAX. @ BLOCK & TRUSS TYP NON -LOAD U3 SIMPSON DTC @ EACH LOCATIONS CARRYING BEARING WALL PER > BOTTOM CHORD/ 0 UJI HORIZONTAL BLOCK I I iLx LOADS SUCH AS TRUSS BLOCKING.) PLAN. STUDS @ 24" 0 j LOCATION, ATTACH W/ X LU W CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD (6) 8d NAILS (MAX. 1" SHELVING. 4 TO 24" O.C. FOR SPACING TO BE U) W VERTICAL GAP WALLS CARRYING REDUCED DOWN TO BETWEEN 12" LONG HOLD TOP OF LOADS SUCH AS T�Iti 16" O.C. MAX. @ < 0. BLOCK & TRUSS NON -LOAD BEARING I'_ 5 W CABINETS OR HEAVY LOCATIONS CARRYING z BOTTOM CHORD/ cy < WALL DOWN 1--l" SHELVING LOADS SUCH AS 2 0 TRUSS BLOCKING.) BELOW BOTTOM OF CABINETS OR HEAVY (0 W 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. W LONG @ HORIZONTALCHORD. LONG @ TRUSS 0 z 00 BLOCKING LOCATION LOCATION FOR CLIP FOR CLIP ATTACHMENT, @ 48" ATTACHMENT. ATTACH O.C. ATTACH TO WALL TO WALL SINGLE TOP SINGLE TOP PLATE W HOLD TOP OF BLDG DESIGN: --- PLATE W / MIN. (4) 8d MIN. (4) 8d NAILS. NON -LOAD BEARING STRUCTURAL ENG: CNS NAILS. WALL DOWN 1-�' DRAFTING: BELOW BOTTOM OF -DESIGN: --- -STRUCT: MR SINGLE 2x TOP PLATE TRUSS BOTTOM PARALLEL TRUSS SINGLE 2x TOP PLATE PERPENDICULAR TRUSS CHORD. QC CHECK: MRs JOB No. PSQ-2171166 fiF2NON-BEARING WALL SCALE: AS INDICATED - 1/2"=11-011 ------ - DATE: 07/19/17 SD2it & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. . �w.anomw�i•iavnmm��wwwevui:. •.. ...... •_. ""'^ <••. '®awuFtiwaYnw-.ri�mwii✓�.��w NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) PRECAST LINTEL PER P.T. @ TOP TO ALLOW 4' PLAN CONT. 2x4 BLOCKING y,. 7/16" O.S.B. EA. SIDE AROUND CURVE. MIN. 2 TAPCON ANCHORS ON H10A DIAG. OCKING 3/4"=1'-0" 2x BLK'G. TO O.S.B. W/ j9kARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE jgkARCH PER ELEV 2x BLK'G, TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD MASONRY WALL PER 2x€ GABLE BRACING @ 48" PROVIDE 2x BLOCKING SEE PLAN 2 O.C. MAX. 45° FROM FOR NAILING 2x8 W/ (2) 16d TOE PROVIDE (4) 10d x 3" HORIZONTAL (+/- 100) NAILS EA. END 2x4 BLOCKS, (2) 16d SHEATHING PER PLAN 2x SPF CONT. NAILS @ EA. END. 6' FROM EAVES. -- TRUSS PER PLAN H TO BLOCKING ATTACH BLOBLO C BLOCK ADJ. BAYS @ V -Q" MAX PLYWOOD CANT. O.H. OSB W/{2) EA.DIAG. AS SHOWN. SEE ELEV. FOR NAILS FASTEN ROOF O.H. SIZE p 21/211 z SHEATHING TO WHERE O.H. IS > V-0" 7/16" OSB EA. SIDE, W/ BLOCKS w/8d NAILS DROP END GABLE w/ 6d NAILS 16" O.C. TO @ 6" O.C. OUTLOOKERS @ 24" SIDE & TO NAILER O.C. TO RUN BACK TO `y 10d x 3" COMMON 18T COMMON TRUSS '' 2x6 SUB FASCIA WITH (3) 12d TOENAILS. 10d x 3" COMMON OPP. 0 C7 SIDE z z CMU WALL PER PLAN CONNECT TO DROP 2x BUCK PER MD04 TRUSS CONNECTION GABLE WITH H2.5 CLIP. THIS SHEET MAX 2'-0" O.H. 00 00 TO LEDGER '' ---- CONT. 2x4 00 10d x 3" COMMON (5) 16d NAILS BRACE 2x4'S @ 24" O.C. OPP. SIDE To BLOCK fiFO ARCH WINDOW FRAMING DETAILS 2x FRAME WALL PER GABLE END (2) 2x COLUMN 10d x 3" OPP. SIDE _ PROVIDE 2x4 BRACE SHEATHING FASTEN TO EA. ADJ. DIAG. PER PLAN TO EACH CRIPPLE STUD U. FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 16d NAILS. ON H10A DIAG. OCKING 3/4"=1'-0" GABLE END Cal FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" OV S'C OV SC, ROOF SHEATHING, k� 'q't' r0 FASTEN PER ROOF PILAN NG,2'�<<c�Cgp TU FASTEN PER PLAN ryoRoss ryORoss It 2x BLK'G. TO O.S.B. W/ j9kARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE jgkARCH PER ELEV 2x BLK'G, TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD NOTES: GABLE BRACING @ 48" PROVIDE 2x BLOCKING 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2 O.C. MAX. 45° FROM FOR NAILING 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION PROVIDE (4) 10d x 3" HORIZONTAL (+/- 100) 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5.1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) GABLE END Cal FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" OV S'C OV SC, ROOF SHEATHING, k� 'q't' r0 FASTEN PER ROOF PILAN NG,2'�<<c�Cgp TU FASTEN PER PLAN ryoRoss ryORoss It LU NOTES: GABLE BRACING @ 48" PROVIDE 2x BLOCKING 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2 O.C. MAX. 45° FROM FOR NAILING 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION PROVIDE (4) 10d x 3" HORIZONTAL (+/- 100) 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5.1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BRACE NOT REQUIRED 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE @ 4" O.C. 6' FROM EAVES. -- TRUSS PER PLAN 1" EDGE 1 1/2" EDGE 2 W " SEE PLAN FOR AND PER -ENG TRUSSES z SUPPORT TIE DOWN QF JACK 10d x 3" COMMON PROVIDE BLOCKING TRUSSES p 21/211 z BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 z p w N 1 1/2" w Q BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL - Q N N @4"O.C. (FRAME WALL SHOWN; FOR Q' ONS MAY ALSO BE CONNECTIONS `y 10d x 3" COMMON MASONRY) '' 2x6 SUB FASCIA *** *�k* NOTE: GABLES SPANNING LESS THAN ,8 DO NOT REQUIRE BRACING 10d x 3" COMMON OPP. 0 C7 SIDE z z CMU WALL PER PLAN zCL TRUSS CONNECTION (2) 8d TOE NAILS LEDGER 00 00 TO LEDGER 00 10d x 3" COMMON 2x4 PT LEDGER W/ z OPP. SIDE SP4 DOUBLE TOP PLATE_ (2) 2x4's (2) 24's (2) 2x8's 2x FRAME WALL PER NAILS @ 16" O.C. (2) 2x COLUMN GABLE END Cal FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" OV S'C OV SC, ROOF SHEATHING, k� 'q't' r0 FASTEN PER ROOF PILAN NG,2'�<<c�Cgp TU FASTEN PER PLAN ryoRoss ryORoss It SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 3/4"=11-01. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DI 1-1/2"=1'-0 (D z a LU 2x4 FRAMING @ 24" 2x4 FRAMING @ 24 O.C. MAX. 2 O.C. MAX. U O PROVIDE (4) 10d x 3" 2x SCAB w/ 10d NAILS I= NAILS AT JOINT @ 4" O.C. PROVIDE (4)10d x3"' 2 W " PER -ENG TRUSSES z NAILS AT JOINT W PER PLAN 2x SCAB w/ 10d NAILS @4"O.C. - TRUSS CONNECTION PER -ENG TRUSSES PER PLAN '' 2x6 SUB FASCIA PER PLAN 2x6 SUB FASCIA CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER -- 2x4 PT LEDGER W/ z 2x4 LEDGER W/ (2) 16d SP4 DOUBLE TOP PLATE_ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. 10d x 3" OPP. SIDE _ O.C. PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 3/4"=11-01. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DI 1-1/2"=1'-0 (D z a OUTSIDE (2) 2x4's PER z LU 7:t W LL Oo 10dx3" p Z 2 U O I= 2 W " z W c ao D n Uj O Q -- z SP4 DOUBLE TOP PLATE_ Z U 10d x 3" OPP. SIDE _ 0 i. a TO EACH CRIPPLE STUD U. J p ti r n W W F- O (2) ROWS 12d NAILS W LSTA30 STAGGERED @ 12: O.C. O ' HEADER TO EA. FACE OR (3) ROWS W STUDS U.N.O 112d NAILS STAGGERED 0 HEADER _ T„� @ 12" O.C. FOR 2X10 � R 0- OR GREATER HEADER LOCATION (3) 16d COMMON W 2 NAILS (TYP.) O 0 2x W/ (2) 16d Z TOE .NAILS Q= � EACH END 2x4 SPF CONT. ~ a BLOCKING ATTACH TO U) L1C. 7/16" OSB W/ (2) 8d W U NAILS CL g 7/16" OSB EACH SIDE, O W/ 6d NAILS @ 16" O.C. U -- TO SIDE & TOP NAILER d z 2x BUCKS, Q C W I'_ �� as illhij.'i C_j w 00 LL Orny .• Y o . Z o = • T Q0 U) • W Uj @ GD® J o 6 cn tctA . D > e• ®p ro4 O CL m ILL L J W p EDGE DISTANCE 0 (n OUTSIDE (2) 2x4's PER z ���f�IL 7:t W LL Oo 10dx3" p Z 2 U O I= 2 W " z W c ao D n Uj O Q z Qp� Z U 10d x 3" OPP. SIDE _ 0 i. a Q m J p ti r n W TDIETAIL DISTANCE PER W Z V a� p(D0 O ZON�Z� c �- =QO?Uale c8v INSIDE PLY NAILS NAILED AT 8" O/C g W C/)Z g " STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x"S z Q Z < Q z O O (3+) 2x COLUMN o J U 0 Q a J LG N J Z, r O O V N W J W W (� z � cn 2x STUDS @ 16" O.C. FOR KNEE WALL O F- F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F w W) O ROOF SHEATHING FOR STRAP z F- p O CONT. ROOF SHEATHING NAIL PER PLAN W0 D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D "" r OD TO TOP CHORDS OF TRUSSES BELOW WHEN � CO Q W 11 > BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS _ > BELOW AND CONNECT w/ HTS20 @ 32" O.C. F- 0 W W J OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW = W WUjaQ H A J O 2x PLATES OVER ROOF DECK PER VALLEY H A K FRAMING DETAIL w m��- 1 B G DOUBLE TOP PLATE B F U O W W� to H 0 Z 00 C H SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C _ 0 Q Go RAFTER ..��� F- CL IL r E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ BLDG DESIGN: --- STRUCTURAL SHEATHING PER PLAN AND ROOF STRUCTURAL ENG: CNS FINISH PER ARCHSFIN DRAFTING: MIN. H2X6 G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G -DESIGN: --- HEADER O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER-STRucT: MR NAILED @ 6" O.C. STAGGERED QC CHECK: MRB FO1 DORMER FRAMING DETAIL �6 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D JOB No. PSQ-2171166 NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE SCALE: AS INDICATED 1/4"=1'-0° TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. DATE: 07/19/17 SD3 E -SIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE LEAST 84" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PSP N516Z W/ (12) 16d NAILS TYP. TOP & BOT. + * ATTACH 2x4 STUDS TO (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT + • ` THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. 2x4 #2 SYP P.T. NAIL FIELD INSTALLED TOP TRUSS PER PLAN W Q � BLOCKING @ 24" O.C. Y O o® z (I I II II II END. cn W/ (2) 12d END NAILS 0 w s U.N.O. ON PLANS A 1/2" U F- SHEATHING PER PLAN = I- - o • . TRUSS PER PLAN @ EACH END O 3/8„ NAIL SHEATHING AT FRAME WALL BOTTOMPLATE Q DTC CLIP, (2) 8d NAILS WALL SHEATHING PER IS 3FT OR TALLER - 2x g ATTACH PER PLAN REQ D. EXCEPT AS NOTED N PLANS. PLATE INTO BLOCKING, (2) I I I I I I _J L • _I Lm. JILL TRUSS PER PLAN SYP#2 BOTTOM �8h (WF08/SD3) — — — -- —_ — — — — — — u. O — z 3/16" x 2 3/4" TAPCONS , _ p A -NAIL SPACING I-- LO cn ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING BLOCKING REQ'D w @ w TO BOTTOM IN CMU. OR SIMPSON NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" o I PROVIDE 2x4 ON TOP OF 2x8 TO PAD OUT ASSEMBLED WALL PANEL W/ (2) 10d NAILS @ 8" O.C. (FOLLOW w 24 O.C. IMIN (2) TRUSS META16 @ 24" O.C. MSN. DTC CLIP, (2) 8d NAILS J LAY 2x4 BLOCKING @ III II II II INTO BLOCKING, (2) ►. ` , 24" O.C. OVER THE MASONRY WALL OR ..�'. 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM LINTEL SEE PLAN 4.`�"' IN CMU. OR SIMPSON ��% CHORD. ATTACH W/ (2) OVERLAP TOP PLATE META16 0 10d NAILS @ EACH III II II I I INFO �- O _Z p VERTICAL MEMBER IF GABLE END SHEATHING & WALL SHEATHING PER TRUSS @ 24" O.C. STD CONDITION @ CMU W/ (2) 10d NAILS 3" O.C. BEARING CONDITION @ CMU WALL O SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d ' PLATE W/ (4) 12d TOE -NAILS AT CORNER NAILS INTO BLOCKING, NAILS, T10ENAILED @ TRUSS PER PLAN 2x WALL,. SEE PLAN (4) 8d NAILS TO TOP EACH END.AT 24 O,C. ! ROOF SHEATHING (SOLID BLOCK W/ 2x6) SPLICE LOCATIONS] PLATE PER PLAN TYPICAL AT ALL LOCATION TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS fiF'lkEXTERIOR SHEATHING SCHEDULE fiF0 NON-BEARING WALL CLIP DETAIL INTO BLOCKING, (4) 8d DOUBLE 2X4 3/41.— 11 011 NAIL BOTTOM PLATE NAILS INTO TOP PLATE NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE LEAST 84" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PSP N516Z W/ (12) 16d NAILS TYP. TOP & BOT. + * ATTACH 2x4 STUDS TO (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT + • ` THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD FTYPICAL TOP PLATE SPLICE @ BRG, WALL / 3/4"=1'-011 TOP SPLICE --- TOP PLATE CORNER TRANSITION z° DOUBLE 2x8 TOP < I L PLATE C6 L_01 r TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) ®'00 , a DOUBLE 2x4 TOP NAIL FIELD INSTALLED TOP o W Q � u! °k Y O o® z (I I II II II END. cn ° , z 0 w s U.N.O. ON PLANS A 1/2" U F- SHEATHING PER PLAN = I- - o • . 2x8 STUDS ATTACHED PER EXTERIOR SHEATHING. EXTERIOR O 3/8„ NAIL SHEATHING AT FRAME WALL BOTTOMPLATE Q EACH WALL SHEATHING PER IS 3FT OR TALLER - 2x g ATTACH PER PLAN REQ D. EXCEPT AS NOTED N PLANS. PLATE PLATE TO FRAME WALL OR PRE I I I I I I _J L • _I Lm. JILL PLAN SYP#2 BOTTOM �8h (WF08/SD3) — — — -- —_ — — — — — — u. O — z O , _ p A -NAIL SPACING I-- LO cn ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING BLOCKING REQ'D w @ w TO BOTTOM — — — — w I (� v C� z 6 NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" o I PROVIDE 2x4 ON TOP OF 2x8 TO PAD OUT ASSEMBLED WALL PANEL W/ (2) 10d NAILS @ 8" O.C. (FOLLOW w 24 O.C. IMIN (2) TRUSS MSN. O.C. J Z III II II II BAYS W/' (3),12d TOENAILS EACH END. 2x8 #2 SPF STUDS A7 16" O.C. a = D II LI II I I II o U` x 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A � 1/211 O o z CV TOP PLATE. ATTACH NAILING REQUIREMENTS THIS w a „ F- SHEATHING SPLICE "- Q (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR U III 1 I� _ _ _1I ` — — — — — a o ATTACH 2x8 STUDS TO TOP OVERLAP TOP PLATE Q 0 III II II I I INFO �- O _Z p VERTICAL MEMBER IF GABLE END SHEATHING & WALL SHEATHING PER — W/ (2) 10d NAILS 3" O.C. DETAIL FOR ALL TOP PLATE O III II II I w z v� GYPSUM WALLBOARD Q p ' PLATE W/ (4) 12d TOE -NAILS AT CORNER = 1 BEYONDOSEE PLAN OPENING SIZE 2x WALL,. SEE PLAN DIAGRAM (SOLID BLOCK W/ 2x6) SPLICE LOCATIONS] co O TOP SPLICE @ TYPICAL AT ALL LOCATION fiF'lkEXTERIOR SHEATHING SCHEDULE fiF0 NON-BEARING WALL CLIP DETAIL DOUBLE 2X4 3/41.— 11 011 NAIL BOTTOM PLATE M ER ITAG E SCALE: 3/4"=1'0" TOP PLATE TO EACH PLY OF w COU BUILT UP COLUMN —� CO ATTACH 2x4 STUDS TO BELOW W/ (2) 10d g LIJ TOP PLATE W/ (3) 12d . • NAILS O Q CL st8 � TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD FTYPICAL TOP PLATE SPLICE @ BRG, WALL / 3/4"=1'-011 TOP SPLICE --- TOP PLATE CORNER TRANSITION z° DOUBLE 2x8 TOP < I L PLATE C6 L_01 r TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) ®'00 , a OTHERWISE 2X4 WALL BEYOND AGAINST DOUBLE TOP PLATE JOINT, MAX. 1/8" GAP OU m LL u! °k Y O o® z (I I II II II END. cn ° , z 0 w s U.N.O. ON PLANS A 1/2" U F- SHEATHING PER PLAN = I- - o • . 2x8 STUDS ATTACHED PER EXTERIOR SHEATHING. EXTERIOR O 3/8„ NAIL SHEATHING AT FRAME WALL BOTTOMPLATE Q EACH WALL SHEATHING PER IS 3FT OR TALLER - 2x g ATTACH PER PLAN REQ D. EXCEPT AS NOTED N PLANS. AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) cn p I I I I I I _J L • _I Lm. JILL PLAN SYP#2 BOTTOM �8h (WF08/SD3) — — — -- —_ — — — — — — u. O — z O , _ p A -NAIL SPACING I-- LO cn ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING BLOCKING REQ'D w @ w TO BOTTOM — — — — w I (� v C� z 6 NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" o I `� w O 2x WALL, SEE PLAN 24 O.C. IMIN (2) TRUSS MSN. O.C. J Z III II II II BAYS W/' (3),12d TOENAILS EACH END. 2x8 #2 SPF STUDS A7 16" O.C. a = D II LI II I I II o U` x 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A � 1/211 O o z CV III STD CONDITION n FRAME WALL ATTACH 2x4 LEDGER a „ F- SHEATHING SPLICE "- Q (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR U III 1 I� _ _ _1I ` — — — — — a o ATTACH 2x8 STUDS TO TOP OVERLAP TOP PLATE Q 0 III II II I I INFO �- O _Z p VERTICAL MEMBER IF GABLE END SHEATHING & WALL SHEATHING PER — CUT TO FIT III III II II I w z v� GYPSUM WALLBOARD Q p ' PLATE W/ (4) 12d TOE -NAILS AT CORNER = 1 BEYONDOSEE PLAN OPENING SIZE 2x WALL,. SEE PLAN DIAGRAM ALTERNATE BLOCKING FRAME CONDITIONSHEATHING ALTS a� TOP SPLICE @ TYPICAL AT ALL LOCATION fiF'lkEXTERIOR SHEATHING SCHEDULE fiF0 NON-BEARING WALL CLIP DETAIL DOUBLE 2X4 3/41.— 11 011 NAIL BOTTOM PLATE M ER ITAG E SCALE: 3/4"=1'0" TOP PLATE TO EACH PLY OF w COU BUILT UP COLUMN —� CO ATTACH 2x4 STUDS TO BELOW W/ (2) 10d g LIJ TOP PLATE W/ (3) 12d . • NAILS O Q TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD FTYPICAL TOP PLATE SPLICE @ BRG, WALL / 3/4"=1'-011 TOP SPLICE --- TOP PLATE CORNER TRANSITION z° DOUBLE 2x8 TOP < I L PLATE C6 L_01 r TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) ®'00 , a 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH 00 Q DOUBLE TOP PLATE JOINT, MAX. 1/8" GAP OU m LL u! °k Y O o® z (I I II II II END. cn ° , z 0 w s U.N.O. ON PLANS A 1/2" U F- SHEATHING PER PLAN = I- - o ®®� -10 6,000°00000 CLOSURE WALL Z EXTERIOR SHEATHING. EXTERIOR O 3/8„ NAIL SHEATHING AT FRAME WALL BOTTOMPLATE Q EACH WALL SHEATHING PER 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH (2) 16d TOE NAILS BRACE TO LEDGER 2x4 LEDGER W/ (2) 10d NAILS @ EACH WEB DOUBLE TOP PLATE JOINT, MAX. 1/8" GAP OU m III I I I I I WALL SHEATHING a w U¢ m i (I I II II II END. III > �0 2x DBL TOP PLATE 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS 0 w s U.N.O. ON PLANS A 1/2" U F- SHEATHING PER PLAN = I- - o (4)10d NAILS @ EA. .; ANCHOR BOLT OR TITEN HD @ 32" O.C. & CLOSURE WALL Z EXTERIOR SHEATHING. EXTERIOR BEYOND 2 UPLIFT RESISTANCE: NO OTHER FASTENERS O 3/8„ NAIL SHEATHING AT FRAME WALL BOTTOMPLATE W w EACH WALL SHEATHING PER IS 3FT OR TALLER - 2x g ATTACH PER PLAN REQ D. EXCEPT AS NOTED N PLANS. AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) cn p I I I I I I _J L • _I Lm. JILL PLAN SYP#2 BOTTOM FROM TOP OF WALL — — — -- —_ — — — — — — u. O — z ROW OF Sd COMMON NAILS 3" O.C. @ , _ p A -NAIL SPACING I-- LO cn ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING BLOCKING REQ'D w @ w TO BOTTOM — — — — w I (� v C� z 6 NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" o I `� w O 2x WALL, SEE PLAN 24 O.C. IMIN (2) TRUSS w z - I I I I I I I I II O.C. ti TYP. III II II II BAYS W/' (3),12d TOENAILS EACH END. 2x8 #2 SPF STUDS A7 16" O.C. a = D II LI II I I II o U` x 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A � 1/211 O o z CV III STD CONDITION n FRAME WALL ATTACH 2x4 LEDGER a „ F- SHEATHING SPLICE "- Q (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR U III 1 I� _ _ _1I ` — — — — — a o 311 O.C. @ o BOTTOM CHORD BLOCKING ©=-� W/ (3) 12'd NAILS @ '. 2x8 #2 SYP PT. BASE III JOINT, MAX. 1/8" GAP OU m III I I I I I WALL SHEATHING R L z � 4 NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. z � Q O I (I I II II II EACH STUD PLATE W/ 1/2" x 8" III > �0 SPLICE, SEE SPLICE III II Ii I 0 w s U.N.O. ON PLANS A 1/2" U F- .._. QCmCHECK: MRB o (4)10d NAILS @ EA. .; ANCHOR BOLT OR TITEN HD @ 32" O.C. & IIJ OPENING DETAIL. MAX 1/8" III I I I I I I SPACE BETWEEN -•- w O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d w J z c EACH BLOCKING TO MASONRY WALL OR 6" FROM EACH END III 2x4 SYP #2 FLAT BLOCKING, @ 24" O.C. 4 III LI PANELS w COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING LU ILII 11 I I I I I I _J L • _I Lm. JILL I I I I I I I I I ® A � —. I - _1 L� PLATE LINTEL SEE PLAN III BOTTOM CHORD III I I I I I I-- LO cn ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING — — -" — — — — — — — — — 3 O HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & _ 0 @EACH END OF @ EACH END. TRUSS PER PLAN 7Russ PER PLAN `VAULTED CONDITION CMU III TYP. III II II II o BOTTOM STUD o LL (2)10d NAILS TO III AROUND OPENING I l l I I I I I I 2x STUDS BEYOND, SEE PLAN FOR MORE a „ F- SHEATHING SPLICE "- Q (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR U _ BOTTOM CHORD III III II II I I INFO �- O _Z p VERTICAL MEMBER IF GABLE END SHEATHING & WALL SHEATHING PER — CUT TO FIT III III II II I w z v� GYPSUM WALLBOARD Q p PLAN Z BLOCKING ©=-� TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 H (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER @EACH END OF BLOCKING JOINT, MAX. 1/8" GAP OU m O III I (I I II II II 0_ 0 01-1-Iti E _ 3:� > �0 oiSPZ-U-rn v SCHEDULE — .._. QCmCHECK: MRB o 2x4 BLOCKING PLACED uwj Q I I I II FLATWISE (2) 16d0 NAILS END �•••• J z c EACH (2)10d NAILS TO , aw p d O O �M. 2x4 SYP #2 FLAT BLOCKING, @ 24" O.C. - _ T SCALE: AS INDICATED (A o = c ILII 11 I I I I I I _J L • _I Lm. JILL I I I I I I I I I ® A � —. I - _1 L� o 0 u- o O N 2 BOTTOM CHORD W/ (2) 12d END NAILS — — -" — — — — — — — — — O U_ O @EACH END OF @ EACH END. _ — — FLOOR SYSTEM_ LL BLOCKING _ ` WALL SHEATHING PER CUT TO FIT PLAN 1 BEYONDOSEE PLAN OPENING SIZE 2x WALL,. SEE PLAN DIAGRAM ALTERNATE BLOCKING FRAME CONDITIONSHEATHING ALTS a� fiF'lkEXTERIOR SHEATHING SCHEDULE fiF0 NON-BEARING WALL CLIP DETAIL 3/41.— 11 011 M ER ITAG E SCALE: 3/4"=1'0" BLOCKING ©=-� TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 H (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER '' POCKET SGD ATTACHMENT BY BUILDER JOINT, MAX. 1/8" GAP OU m O W 0 °' J -••� c('S0u�2 0_ 0 01-1-Iti E NAILING PER Z ,.� oiSPZ-U-rn v SCHEDULE — .._. QCmCHECK: MRB o 2x4 BLOCKING PLACED uwj Q Z 00 w z `(D n FLATWISE (2) 16d0 NAILS END �•••• J z c EACH W , aw p d O O �M. SHEATHING SPLICE DETAIL - _ T SCALE: AS INDICATED (A o = c Z u ¢=)cn z E W 1 1 ZXb 5YF" #2 LI=IJUtK. I U 5 I UU5 W/ (Z) 1/4" A O 4Y2 - " SIMPS. SDS SCREWS @ 16" O.C. MAX.; 2x4 #2 SPF F- SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. SI GABLE END STUDS w/ 1/4" X MPS. SDS SCREWS @ 16" O.C. MAXX.;.; Uj MORE INFO & MORE INFO & w/ (2) 16d END NAILS (2) w CONNECTION CONNECTION EACH END TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ ++ XX EXTERIOR WALL/TRUSS 1/4" x 2 3/4" TAPCONS AT 12" O.C. w 2x12 BOX HDR w/ 2x8's O O USE (3) SCREWS/TAPCONS FOR ALL p TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL CONDITIONS @TILE ROOF L11 11 2x12 w/ 10d X 3 NAILS_ @ 24 O.C. w/ EXT. 2x4 #2 SPF 12 C. , @ 6 O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. SEE PLAN _ a > WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SIMPSON H3 CLIP _ W W LINTEL w/ (2)ROWS OF + , ++ +++A (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR + 2x8 70 UNDER SIDE OF 2x4 SYP #2 LEDGER. = W (0 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & , , ROOF SHEATHING TO STUDS OR BEAM w/ SHEATHING PER PLAN LLI w W CONNECTION * (2) 1/4" X 4%" SIMPS. W a W 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d`NAILS @ XX (4) 10d NAILS FOR -j SDS SCREWS @ 16" CONV. FRAMED 4 �'"� 0. i I STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL a O.C. MAX.; 1 TOENAILS INTO OTHER SEE WALL CLIP DETAIL MEMBERS ONLY i TRANSOM BETWEEN TRANSOM BETWEEN FOR MORE INFO 2x$ #2 SPF VERTICAL TRUSS TO GABLE END STUDS w m LINTELS LINTELS 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. w/ (2) 1/4" X 3Y"SIMPS. ( ) —1 --- wr+ r�r�ll� .. ........ ........ .... ... 1 Idl-1-P•1 1 r -M Ml Ahl ... _.__ r.rr� r��r�r� ^ � w I At A" RAAV ... 111 I LINTEL PER PLAN I I --- SLUF't AS KtU'U LINTEL PER PLAN OL%Jr-C r►a rnC.W u LIN I CL PER PLAN — @ 24" O.C. W/ EXT. LIIY I F Lr%17 .iHtA I HINC� F'tK ovo 0%.,RGVVJ 1W_ Iv � IVlr '. � �► v �� 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & O.C. MAX:; U) O W Z w/ (2) 1/4" x 3 1/2" . '• w/ (2) 1/4" x 31/2" NAILING SCHEDULE & (4) 12d NAILS EACH TO MASONRY w/ 2x4 PT FASCIA PER OW% • TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 H (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER '' POCKET SGD ATTACHMENT BY BUILDER OX�uz0 U U- 0 a O TRUSS MEMBER TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL -••� c('S0u�2 .J G. t■- < Z O N a z .._. QCmCHECK: MRB JOB N°_ O V W 1 1 ZXb 5YF" #2 LI=IJUtK. I U 5 I UU5 W/ (Z) 1/4" A O 4Y2 - " SIMPS. SDS SCREWS @ 16" O.C. MAX.; 2x4 #2 SPF F- SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. SI GABLE END STUDS w/ 1/4" X MPS. SDS SCREWS @ 16" O.C. MAXX.;.; Uj MORE INFO & MORE INFO & w/ (2) 16d END NAILS (2) w CONNECTION CONNECTION EACH END TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ ++ XX EXTERIOR WALL/TRUSS 1/4" x 2 3/4" TAPCONS AT 12" O.C. w 2x12 BOX HDR w/ 2x8's O O USE (3) SCREWS/TAPCONS FOR ALL p TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL CONDITIONS @TILE ROOF L11 11 2x12 w/ 10d X 3 NAILS_ @ 24 O.C. w/ EXT. 2x4 #2 SPF 12 C. , @ 6 O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. SEE PLAN _ a > WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SIMPSON H3 CLIP _ W W LINTEL w/ (2)ROWS OF + , ++ +++A (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR + 2x8 70 UNDER SIDE OF 2x4 SYP #2 LEDGER. = W (0 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & , , ROOF SHEATHING TO STUDS OR BEAM w/ SHEATHING PER PLAN LLI w W CONNECTION * (2) 1/4" X 4%" SIMPS. W a W 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d`NAILS @ XX (4) 10d NAILS FOR -j SDS SCREWS @ 16" CONV. FRAMED 4 �'"� 0. i I STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL a O.C. MAX.; 1 TOENAILS INTO OTHER SEE WALL CLIP DETAIL MEMBERS ONLY i TRANSOM BETWEEN TRANSOM BETWEEN FOR MORE INFO 2x$ #2 SPF VERTICAL TRUSS TO GABLE END STUDS w m LINTELS LINTELS 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. w/ (2) 1/4" X 3Y"SIMPS. ( ) —1 --- wr+ r�r�ll� .. ........ ........ .... ... 1 Idl-1-P•1 1 r -M Ml Ahl ... _.__ r.rr� r��r�r� ^ � w I At A" RAAV ... 111 I LINTEL PER PLAN I I --- SLUF't AS KtU'U LINTEL PER PLAN OL%Jr-C r►a rnC.W u LIN I CL PER PLAN — @ 24" O.C. W/ EXT. LIIY I F Lr%17 .iHtA I HINC� F'tK ovo 0%.,RGVVJ 1W_ Iv � IVlr '. � �► v �� 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & O.C. MAX:; U) O W Z w/ (2) 1/4" x 3 1/2" . '• w/ (2) 1/4" x 31/2" NAILING SCHEDULE & (4) 12d NAILS EACH TO MASONRY w/ 2x4 PT FASCIA PER OW% • TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 H (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER '' POCKET SGD ATTACHMENT BY BUILDER T S MEM EACH TRUSS 'MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER TRUSS MEMBER TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL SYP #2 LEDGER w/ 1/4 x 2 3/4" TAPCONS @12" O.C. USE (3) SCREWS/ TAPCCONDONS FOR ALL ITIONS @ TILE ROOF SIMPSON H3 CLIP COMMUNITY SPECS 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. DESIGNED FOR SHINGLE ONLY F- G. t■- BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: -STRUCT MR .._. QCmCHECK: MRB JOB N°_ PSQ-2171166 - N5U1\ HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/TRANSOM HEADER POCKET SLIDER S03 HE @ _ HEADER POCKET SLIDER @ DO TYPICAL SHED ROOF DETAIL - _ T SCALE: AS INDICATED 1/2"=11-011 1/2"=11-011 1 /2"=1'-0" 1/2"=11-011 DATE: 07/19/17 SD4 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. SHINGLE OR TILE PER DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE w/(18) 16d x 2j' NAILS SYSTEM - IF NO FLOOR 2x BOTTOM PLATE ARCHITECTURAL 2x SYP #2 RIBBON (MIN SYSTEM INSTALL PRE -ENG FLOOR ELEVATIONS. TO POST (U.N.O. ONFRAMING KNEEWALL & PROVIDE 3/4" FLOOR SHEATHING PRE-ENGINEERED 2x4) TO TRUSS w/ (4) SOLID BLOCKING ATTACHED PER ROOF TRUSSES @ 24" PLAN) & UNDER COLUMN NAILING SCHEDULE NAILING SCHEDULE O.C. ABOVE POST BELOW U.N.O. (11) 10d TO STUDS a TYPICAL TRUSS TO EACH END SEE \ OR LVL GIRDER FRAME CONNECTION. ALL THREAD w/7" MIN. \ 1/2" GYP. CLG BD OR SEE STANDARD H W (2) 5/8" TYPE "X" WHEN BLOCKING WITHIN FLR. CONNECTOR NOTES EMBEDMENT INTO TIE IN GARAGE (1) ROWS 8d NAILS @ (1) SIMPSON LSTA30 BEARING MASONRY WALL PER SYSTEM TO MATCH (2) ROWS 8d NAILS @ BEAM USING SIMP. SET SEE PLAN SHEATHING TO +" STRAP W/ (11) 10d TO FLOOR TRUSS SEE NOTE: ALL FLOOR COL. DIMENSION USING (4)16d EPDXY \ FLOOR TRUSS PER a STUDS ABOVE PLATE FRAMING PLAN FOR DBL. TOP PLATE SHEATHING & CMU SEE ARCHITECTURAL BEAM PLAN 2x4 PT SILL PLT. IF U.N.O. SEE PLAN FOR RIBBON ----- PLAN FOR OVERHANG PROVIDE SOLID S1 TWO STORY PARALLEL FLOOR CONNECTION HDR. PER PLAN SIMPSON HETA16AT CANTILEVER INFO 3/4"=11.011 BUILT-UP COLUMN 3/4"=1'-0" BLOCKING BELOW °' SEE DETAIL WS11 FOR W MIN 2x4 SPF #2 STUDS WINDOW AS COL. EVEN WITHIN MORE INFO AT WOOD FRAME .. _. NOTE: ALL FLOOR @ 16" O.C. SEE PLAN FLOOR GIRDER OR SCHEDULED SHEATHING &-CMU WALL FLOOR TRUSS MASONRY WALL SEE FOR MORE INFO. EXTERIOR FINISH PER "---- BEARING WALL PER PLAN FOR MORE INFO I- PLAN .PLAN BEYOND INT. FINISH PER PLAN BARRIER (FELT PAPER SEE CONNECTION MID -SPAN BLOCKING -STRUCT: MR 2x BOTTOM PLATE w/ COLUMNS U.N.O. SO TYPICAL GIRDER COL. CONNECTION (2) 12d AT 12" O.C. @HIGH BEAM MID -HEIGHT BLOCKING QC CHECK: MRB 3/4" FLOOR SHEATHING S1 TWO STORY PERP. FLOOR CONNECTION INSULATION PER PLAN FLOOR TRUSS TO GIRDER CONNECTION PER BEARING WALL ATTACHED PER _ SCALE: AS INDICATED SEE DETAILS WS10, 3/411=1'-011 3/411=1'-0'" 3/4"=1'-0 NAILING SCHEDULE SCHEDULE WS11 OR WS13 FOR DATE: 07/19/17 FLOOR TRUSSES SEE ADDITIONAL COLUMN BASE PLAN FOR DEPTH AND Q INFORMATION THIS CONNECTION PER DIRECTION SHEET PLAN NOTE: ALL FLOOR REFER TO TRUSSES TO BE P.T. IF .:., , .. r ..• .. FOUNDATION PLAN :. • s :..,:.....: ,... ,., . •; NO MOISTURE • - — —�— INFORMATION 2x 2ND FLOOR STUDS BARRIER (FELT PAPER — ; ' r •—:,;': i i= SEE PLAN FOR MORE (2) SIMPSON LSTA18 OR SIM) IS PROVIDED STRAPS CENTERED @ BEARING A A FLOOR W/ (14) 10d SO TYPICAL TWO STORY COL. @ GIRDER SEE PLAN NAILS LINTEL AS PER PLAN PLAN FOR FLOOR FLOOR SYSTEM DRAFT SYSTEM INFO, ATTACH 2x STUDS W/ STOPPING AT 1000 SQ NOTE: ° FT MAX: DRAFT LINTEL AS PER PLAN it 11 (2) 16d NAILS @ 6" O.C. STOPPING MATERIALS REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN •:.4 MIN THICKNESS SHALL WD. HD. HT. ' BE 1/2" GYP BOARD OR FLOOR w/ (14) 10d SEE PLAN 15/32" OR 7/16" OSB, • NAILS CALIFORNIA CORNER A -A (2) SIMPSON LSTA18 ATTACH TO FLOOR (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE STRAPS CENTERED @ TRUSS w/ 8d NAILS AT LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO (2) SIMPSON HETA16/20 16" O.C. TOP AND PRECAST CONC. OR BOTTOM CHORDS POWERS STEEL SILL FLOOR TRUSS TO FLOOR W/ (14) 10d TYP. @ ALL WINDOWS WALL -. •_ . EXT FINISH PER PLAN SOLIDMASONRY VERT REINF. BEYOND ' I.a (3) 2x STUD PACK MASONRY WALL PER ,a EXT. SHEATHING PLAN SE x1-1SIMPSON / FACE OHED SCHEDULE CONC. SLAB - SyFFT SP6/@ 2G�x6 STUDS & MASONRYFLUSH AT AC SEE FOUNDATION FIN. FLR. .'•. , PLAN FOR MORE INFO '-011 0 00 ANGLE) W/ (22) 10d rL•_ . GRADE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS NAILS. BEND STRAP(2) 2x SPF TOP PLATE SEE FOUNDATION STANDARD CORNER A -A DETAILS FOR FTG INFO fiSq�_ TYPICAL TWO STORY SECTION PRE-ENGINEERED W ROOF TRUSSES AT 24" O.C. Q < TYPICAL TRUSS TO FRAME CONNECTION, SEE STANDARD CONNECTOR NOTES — REFER TO PLAN FOR BUILTU P CO LUMN PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED - - - ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE O FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR LL. LOCATION & SPACING LOCATION & SPACING W STRUCTURAL COL PER STRUCTURAL COL PER W PLAN FOR SIZE AND - O INFO. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS CONNECTIONS 9 Z PRE -ENG. FLOOR DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE w/(18) 16d x 2j' NAILS SYSTEM - IF NO FLOOR 2x BOTTOM PLATE 2x BOTTOM PLATE 2x SYP #2 RIBBON (MIN SYSTEM INSTALL PRE -ENG FLOOR THAN 4' BUT LESS TO POST (U.N.O. ONFRAMING KNEEWALL & PROVIDE 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 2x4) TO TRUSS w/ (4) SOLID BLOCKING ATTACHED PER ATTACHED PER PLAN) & UNDER COLUMN NAILING SCHEDULE NAILING SCHEDULE TRUSS/BLOCKING ABOVE POST BELOW U.N.O. (11) 10d TO STUDS a BAND JOIST & BLKG EACH END SEE \ OR LVL GIRDER SIMP. HTT4 ALL THREAD w/7" MIN. \ LESS THAN O PLAN w/(18) 16d x 2j' NAILS W/ (3) 12d NAILS EACH OPENINGS GREATER 2x SYP #2 RIBBON (MIN END PRE -ENG FLOOR THAN 4' BUT LESS TO POST (U.N.O. ONFRAMING TRUSS OR FIELD THAN 6' 2x4) TO TRUSS w/ (4) ATTACH TO EACH MSTC40 POST ABV. TO W W PLAN) & WALL, STUDS @ 16" SIMPSON LSTA30 w/ TRUSS/BLOCKING SYS. 42 FLOOR POST BELOW U.N.O. (11) 10d TO STUDS a TRUSSES @ 24" O.C. EACH END SEE \ (MAX) PROVIDE SOLID ALL THREAD w/7" MIN. \ 1/2" GYP. CLG BD OR SCHEDULE FOR H W (2) 5/8" TYPE "X" WHEN BLOCKING WITHIN FLR. CMU EMBEDMENT INTO TIE IN GARAGE (1) ROWS 8d NAILS @ (1) SIMPSON LSTA30 FOR FLOOR MASONRY WALL PER SYSTEM TO MATCH (2) ROWS 8d NAILS @ BEAM USING SIMP. SET PLAN SHEATHING TO +" STRAP W/ (11) 10d TO FLOOR TRUSS SEE NOTE: ALL FLOOR COL. DIMENSION USING (4)16d EPDXY \ FLOOR TRUSS PER a STUDS ABOVE PLATE FRAMING PLAN FOR NO MOISTURE SHEATHING & CMU BEAM PLAN 2x4 PT SILL PLT. IF U.N.O. SEE PLAN FOR RIBBON ----- REFER TO PLAN FOR PROVIDE SOLID S1 TWO STORY PARALLEL FLOOR CONNECTION SO HEADER CONNECTION @ 2nd FLOOR HIGH BM SIMPSON HETA16AT CANTILEVER CONNECTION INFO.. 3/4"=11.011 BUILT-UP COLUMN 3/4"=1'-0" BLOCKING BELOW °' SEE DETAIL WS11 FOR W INFO. COL. EVEN WITHIN MORE INFO AT WOOD FRAME .. _. NOTE: ALL FLOOR FLOOR GIRDER OR SHEATHING &-CMU WALL FLOOR TRUSS MASONRY WALL SEE STRUCTURAL ENG: CNS BEAM; SEE PLAN "---- BEARING WALL PER PLAN FOR MORE INFO I- MASONRY OR FRAME NO MOISTURE .PLAN BEYOND BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER -STRUCT: MR COLUMNS OR SIM) IS PROVIDED SO TYPICAL GIRDER COL. CONNECTION AID TYPICAL GIRDER COL. @HIGH BEAM MID -HEIGHT BLOCKING QC CHECK: MRB S1 TWO STORY PERP. FLOOR CONNECTION Z FLOOR TRUSS TO GIRDER CONNECTION PER BEARING WALL _ SCALE: AS INDICATED 3/4"=1'-0" 3/411=1'-011 3/411=1'-0'" 3/4"=1'-0 SCHEDULE DATE: 07/19/17 COLUMN BASE Q O CONNECTION PER PLAN REFER TO .:., , .. r ..• .. FOUNDATION PLAN :. • s :..,:.....: ,... ,., . •; FOR FTG. • - — —�— INFORMATION 2x 2ND FLOOR STUDS — ; ' r •—:,;': i i= SEE PLAN FOR MORE (2) SIMPSON LSTA18 _ — STRAPS CENTERED @ A A FLOOR W/ (14) 10d SO TYPICAL TWO STORY COL. @ GIRDER SEE FLOOR FRAMING NAILS PLAN FOR FLOOR 3/4"=1'-0" SYSTEM INFO, ATTACH 2x STUDS W/ (3) 2x STUDS NOTE: STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY (2) SIMPSON LSTA18 it 11 (2) 16d NAILS @ 6" O.C. REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN STRAPS CENTERED @ THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO FLOOR w/ (14) 10d BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROWr • NAILS CALIFORNIA CORNER A -A (2) SIMPSON LSTA18 (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE STRAPS CENTERED @ LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO (2) SIMPSON HETA16/20 TRANSFER LATERAL LOADS FLOOR TRUSS TO FLOOR W/ (14) 10d WALL -. •_ . NAILS SOLIDMASONRY HEADER (3) 2x STUD PACK SIMPSON SP4 w/ (6) 10d EXT. SHEATHING ATTACH PER NAILING SE x1-1SIMPSON / FACE OHED SCHEDULE LSTA30 SyFFT SP6/@ 2G�x6 STUDS & MASONRYFLUSH AT AC STRAP (MAX 10° SP8 @ 2x8 STUDS) PER NAILING ATTACH 2x STUDS W/ ANGLE) W/ (22) 10d SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS NAILS. BEND STRAP(2) 2x SPF TOP PLATE STANDARD CORNER A -A OVER PLATE MIN. U.N.O. ON PLAN SHEATHING AND 3", THEN RUN DOWN MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE FACE OF JAMB STUDS/ HEADER -SE FOR MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR HEADER FLOOR PLAN :FOR MIN. N PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d HEADER SIZE & REQ'D SINKERS AND (14) /"X2 Y4 TITENS TO MASONRY JAMB STUDS EXTERIOR SHEATHING fiso 2nd FLOOR CORNER FRAMING ATTACHMENT FROM TOP OF WALL TO BOT. RIBBON, NAIL 3/4"=1'-0" PER PLAN IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d ILL TOENAILS. EXT. HEADER OPENINGS FT' HEADER = SIMPSON SP4 w/ (6) 10d F- �- SIMPSON LSTA30 syFFT SP6/@ 2@x6 STUDS (& SE w U STRAP (MAX 10 SP8 @ 2x8 STUDS) -� ANGLE) W/ (22) 10d C' W NAILS. BEND STRAP OVER TOP PLATE MIN, (2) 2x SPF TOP PLATE U.N.O. ON PLAN p 3", THEN RUNDOWN FACE OF JAMB STUDS/ HEADER - SEE 2ND Q HEADER FLOOR PLAN FOR MIN. C EXTERIOR SHEATHING HEADER SIZE & REQ'D w FROM TOP OF WALL JAMB STUDS d �6�,®®•"®e®e•®J�/!j� ✓io®� W TO BOT. RIBBON, NAIL gi .•" °®,®t� 'i�jCL 2 PER PLAN IF HEADER IS UPSET LL. ` ® _ Y o (2) 2x SILL AT WINDOW AND WINDOW IS O¢ + = z w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL U L, 0 (.0 AT EA. END NAILED TO PLATE w/ (2) 10d p �'•., • Q -� STUD PACK w/10d TOENAILS. EXT. (q ••®°•••"•NAILS @ STUDS @816" O.C. HEN HEADER LESS THAN FTOPENINGSx p s'/Pial ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d d m IL TOE NAILS AT EA. END TOENAILS. OPENING w OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x Z OPENINGS GREATER CRIPPLES @ 16" O.C. THAN 4' BUT LESS w/ (2) 10d TOENAILS c p THAN 6' T&B (PLYWOOD o SHEATHING REQ'D < � SIMP. HTT4 T&B) W ' w/(18) 10d x 22 NAILS SEPARATE SHEATHING Z N TO POST (U.N.O. ON UNDER WINDOW 01 - FRAMING PLAN) & 1= Z ALL THREAD w/7" MIN. O U EMBEDMENT H - INTO TIE O p BEAM USING SIMP. SET "'I W EPDXY = H Lo \ =p \ 2x TOP & BOT. p RIBBONS, CONT. WO NOTE: ALL FLOOR TRUSSES TO BE P.T. IF \ \ Q © Z NO MOISTURE 0 ti BARRIER (FELT PAPER O m W J o OR SIM) IS PROVIDED U N IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN Q J w z � 8 FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR Z � Z W rn CONNECTION p 0 Q Oc� c i s CMU WALL BELOW PER DETAIL INCDICATED W Z U �- 0 (D cole ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING ch ON W Z to 0 REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS a �"� Q o O •a 8 SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE W (np = m _ ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO Z Z Q = c j I.W- Z 0 fi—s6kHEADER CONNECTION @ 2nd FLOOR °a OU � o O .cnQ 3/4"=1'-0" - }.(� - U_ � CVN Z_ ry O O W S' U W J W F- F- H z < I— W 4 .(1) 2x H % 3/411 =1-011 SILL PLATE w/ (2) 10d = V �.. / TOENAILS. OPENING 3/4" FLOOR SHEATHING SHEATHING PER (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN U) ATTACHED PER DETAIL WF10/SD4 w/ 2x CRIPPLE STUDS 2x SILL PLATE w/A35 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING AT EA. END NAILED TO NAILING SCHEDULE CLIPS EACH SIDE w/ 2x NAILING SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN p STUD PACK w/ 10d O.C.2x STU®S, SEE UNDER WINDOWS AND ATTACH PER NAILING LU 2x STUDS ,SEE CRIPPLES @ 16" 2x4 #2 SYP BLOCKING FRAMING PLAN FOR NAILS @ 8 O.C. THEN 2x STUDS SEE STUDS @ 16" O.C. N+/ (2) 10d TOENAILS FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE T&B (PLYWOOD SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM (n ar 0 TOENAILS EACH END ATTACH SILL w/ (2) 10d SPACING AND GRADE LU O Q AND SEE. ARCM PLAN. SHEATHING REQ'D SYS 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO p TOE NAILS AT EA. END AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE OF SILL (MAX OPEN'G T&B) TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN W N 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ 1, MAX TO VERIFY SIZE 235 EA. END BOTTOM PLATE. W 2x BLOCKING FOR AGAINST TRUSS WIDTH 4 -0 ). USE A35 (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER W Q (2) 12d @ 92 O.C. CLIP AT EA END FOR (2) 12d @ 12" O C SHEATHING/ DRYWALL ►�' - VERTICAL @ 48" O.C. O PLAN W/ (3) 12d NAILS EACH OPENINGS GREATER 2x SYP #2 RIBBON (MIN END PRE -ENG FLOOR THAN 4' BUT LESS Q J LU = W U) TRUSS OR FIELD THAN 6' 2x4) TO TRUSS w/ (4) ATTACH TO EACH FRAME 2x4 KNEE W W WALL, STUDS @ 16" SIMPSON LSTA30 w/ TRUSS/BLOCKING SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ (11) 10d TO STUDS TRUSSES @ 24" O.C. EACH END SEE ABOVE PLATE U.N.O. \ (MAX) CONNECTOR BRG DIW ECTL BRG DIRECTLY ON 1/2" GYP. CLG BD OR SCHEDULE FOR H W (2) 5/8" TYPE "X" WHEN • ''• CONNECTION CMU SEE FRAMING PLAN IN GARAGE (1) ROWS 8d NAILS @ m Q FOR FLOOR MASONRY WALL PER 3" O.C. WALL (2) ROWS 8d NAILS @ CONNECTION PLAN SHEATHING TO +" NOTE: ALL FLOOR ' BOTTOM PLATE USING (4)16d W TRUSSES TO BE P.T. IF a FLOOR GRIDER OR NO MOISTURE SHEATHING & CMU BEAM BARRIER (FELT PAPER 2x4 PT SILL PLT. IF IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON OR SIM) IS PROVIDED KNEEWALL S1 TWO STORY PARALLEL FLOOR CONNECTION SO HEADER CONNECTION @ 2nd FLOOR HIGH BM SIMPSON HETA16AT CANTILEVER FOR HANGER 3/4"=11.011 11 a 3/4"=1'-0" PLAN .L. W BLDG DESIGN: --- 1/8" GAPBETWEEN NOTE: ALL FLOOR AT WOOD FRAME .. _. NOTE: ALL FLOOR SHEATHING &-CMU WALL STRUCTURAL ENG: CNS TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF DRAFTING: I- MASONRY OR FRAME NO MOISTURE -DESIGN: --- BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER -STRUCT: MR O OR SIM) IS PROVIDED TRUSS PER PLAN QC CHECK: MRB S1 TWO STORY PERP. FLOOR CONNECTION Z FLOOR TRUSS TO GIRDER CONNECTION JOB NO. PSQ-2171186 _ SCALE: AS INDICATED 3/4'1 1,_011 3/411=1'-011 3/411=1'-0'" DATE: 07/19/17 Q O HEADER = SIMPSON SP4 w/ (6) 10d F- �- SIMPSON LSTA30 syFFT SP6/@ 2@x6 STUDS (& SE w U STRAP (MAX 10 SP8 @ 2x8 STUDS) -� ANGLE) W/ (22) 10d C' W NAILS. BEND STRAP OVER TOP PLATE MIN, (2) 2x SPF TOP PLATE U.N.O. ON PLAN p 3", THEN RUNDOWN FACE OF JAMB STUDS/ HEADER - SEE 2ND Q HEADER FLOOR PLAN FOR MIN. C EXTERIOR SHEATHING HEADER SIZE & REQ'D w FROM TOP OF WALL JAMB STUDS d �6�,®®•"®e®e•®J�/!j� ✓io®� W TO BOT. RIBBON, NAIL gi .•" °®,®t� 'i�jCL 2 PER PLAN IF HEADER IS UPSET LL. ` ® _ Y o (2) 2x SILL AT WINDOW AND WINDOW IS O¢ + = z w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL U L, 0 (.0 AT EA. END NAILED TO PLATE w/ (2) 10d p �'•., • Q -� STUD PACK w/10d TOENAILS. EXT. (q ••®°•••"•NAILS @ STUDS @816" O.C. HEN HEADER LESS THAN FTOPENINGSx p s'/Pial ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d d m IL TOE NAILS AT EA. END TOENAILS. OPENING w OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x Z OPENINGS GREATER CRIPPLES @ 16" O.C. THAN 4' BUT LESS w/ (2) 10d TOENAILS c p THAN 6' T&B (PLYWOOD o SHEATHING REQ'D < � SIMP. HTT4 T&B) W ' w/(18) 10d x 22 NAILS SEPARATE SHEATHING Z N TO POST (U.N.O. ON UNDER WINDOW 01 - FRAMING PLAN) & 1= Z ALL THREAD w/7" MIN. O U EMBEDMENT H - INTO TIE O p BEAM USING SIMP. SET "'I W EPDXY = H Lo \ =p \ 2x TOP & BOT. p RIBBONS, CONT. WO NOTE: ALL FLOOR TRUSSES TO BE P.T. IF \ \ Q © Z NO MOISTURE 0 ti BARRIER (FELT PAPER O m W J o OR SIM) IS PROVIDED U N IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN Q J w z � 8 FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR Z � Z W rn CONNECTION p 0 Q Oc� c i s CMU WALL BELOW PER DETAIL INCDICATED W Z U �- 0 (D cole ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING ch ON W Z to 0 REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS a �"� Q o O •a 8 SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE W (np = m _ ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO Z Z Q = c j I.W- Z 0 fi—s6kHEADER CONNECTION @ 2nd FLOOR °a OU � o O .cnQ 3/4"=1'-0" - }.(� - U_ � CVN Z_ ry O O W S' U W J W F- F- H z < I— W 4 .(1) 2x H % 3/411 =1-011 SILL PLATE w/ (2) 10d = V �.. / TOENAILS. OPENING 3/4" FLOOR SHEATHING SHEATHING PER (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN U) ATTACHED PER DETAIL WF10/SD4 w/ 2x CRIPPLE STUDS 2x SILL PLATE w/A35 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING AT EA. END NAILED TO NAILING SCHEDULE CLIPS EACH SIDE w/ 2x NAILING SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN p STUD PACK w/ 10d O.C.2x STU®S, SEE UNDER WINDOWS AND ATTACH PER NAILING LU 2x STUDS ,SEE CRIPPLES @ 16" 2x4 #2 SYP BLOCKING FRAMING PLAN FOR NAILS @ 8 O.C. THEN 2x STUDS SEE STUDS @ 16" O.C. N+/ (2) 10d TOENAILS FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE T&B (PLYWOOD SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM (n ar 0 TOENAILS EACH END ATTACH SILL w/ (2) 10d SPACING AND GRADE LU O Q AND SEE. ARCM PLAN. SHEATHING REQ'D SYS 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO p TOE NAILS AT EA. END AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE OF SILL (MAX OPEN'G T&B) TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN W N 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ 1, MAX TO VERIFY SIZE 235 EA. END BOTTOM PLATE. W 2x BLOCKING FOR AGAINST TRUSS WIDTH 4 -0 ). USE A35 (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER W Q (2) 12d @ 92 O.C. CLIP AT EA END FOR (2) 12d @ 12" O C SHEATHING/ DRYWALL ►�' - VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH OPENINGS GREATER 2x SYP #2 RIBBON (MIN END PRE -ENG FLOOR THAN 4' BUT LESS Q J LU = W U) TRUSS OR FIELD THAN 6' 2x4) TO TRUSS w/ (4) ATTACH TO EACH FRAME 2x4 KNEE W W WALL, STUDS @ 16" SIMPSON LSTA30 w/ TRUSS/BLOCKING SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ (11) 10d TO STUDS TRUSSES @ 24" O.C. EACH END SEE ABOVE PLATE U.N.O. \ (MAX) CONNECTOR BRG DIW ECTL BRG DIRECTLY ON 1/2" GYP. CLG BD OR SCHEDULE FOR H W (2) 5/8" TYPE "X" WHEN • ''• CONNECTION CMU SEE FRAMING PLAN IN GARAGE (1) ROWS 8d NAILS @ m Q FOR FLOOR MASONRY WALL PER 3" O.C. WALL (2) ROWS 8d NAILS @ CONNECTION PLAN SHEATHING TO +" NOTE: ALL FLOOR ' BOTTOM PLATE USING (4)16d W TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN FLOOR GRIDER OR NO MOISTURE SHEATHING & CMU BEAM BARRIER (FELT PAPER 2x4 PT SILL PLT. IF IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON OR SIM) IS PROVIDED KNEEWALL S1 TWO STORY PARALLEL FLOOR CONNECTION SO HEADER CONNECTION @ 2nd FLOOR HIGH BM SIMPSON HETA16AT CANTILEVER FOR HANGER 3/4"=11.011 11 a 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DE '` ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W � 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON MIN ( BOTTOM PLATE Q J LU = W U) 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) ATTACH TO EACH W W 16d NAILS; BOTTOM 16d NAILS; BOTTOM TRUSS/BLOCKING Q TO PT IF RIBBON TO BE PT IF BELOW USING -1"X5" @ BRG DIW ECTL BRG DIRECTLY ON BRG DIRECTLY ON BLOCKING BETWEEN SDS SCREWS 6'" O.C. H W 1 CMU CMU EA. TRUSS. ATTACH w m Q (2) ROWS 8d NAILS @ EACH END TO TRUSS U y (� _ 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL USING (4)16d W W � �-- Q (2) 5/8" TYPE "X" WHEN 311 O.C. 'WALL I SHEATHING TO EA. TOE -NAILS O � Z IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON SEE TRUSS LAYOUT MASONRY WALL PER ,.. BOTTOM RIBBON SIMPSON HETA16AT CANTILEVER FOR HANGER I - 11 a PLAN .L. MASONRY OR MTS12 BLDG DESIGN: --- 1/8" GAPBETWEEN NOTE: ALL FLOOR AT WOOD FRAME .. _. NOTE: ALL FLOOR SHEATHING &-CMU WALL STRUCTURAL ENG: CNS TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF DRAFTING: NO MOISTURE MASONRY OR FRAME NO MOISTURE -DESIGN: --- BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER -STRUCT: MR OR SIM) IS PROVIDED SCHEDIULE OR SIM) IS PROVIDED TRUSS PER PLAN QC CHECK: MRB S1 TWO STORY PERP. FLOOR CONNECTION USS CONNECTION S1 CANTILEVERED FLOOR TRfisi'k FLOOR TRUSS TO GIRDER CONNECTION JOB NO. PSQ-2171186 _ SCALE: AS INDICATED 3/4'1 1,_011 3/411=1'-011 3/411=1'-0'" DATE: 07/19/17 :SIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DE ;SIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD5 (2) 2x SYP #2 COLON ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" N 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS . I. -K11- OTHERS EXTERIOR CMIVM Onr-'% 1 ni FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER NAILING SCHEDULE PLAN ROOF SHEATHING IMPSON H2.5 EA. ATTACH PER NAILI� RUSS SCHEDULE PRE-ENGINEERED IX570��l LEDGER AT GIRDER R PLAN TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2)%4"x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24' SIMPSON LUS26. U: RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ TRUSS TRUSS SHOP DRAWINGS 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. OPT. TRUSS RECESS LEDGER 16d NAILS) USE (4) ("6�03 LEDGER @ OPEN TO BELOW 3/4"=11-011 EXT. SHEATHING FROM EXT. SHEATHING ALIGN 2ND FLOOR TOP OF WALL TO DBL 2x8vQ RAW 1= Q0 #2 @IR" ATTACH PER NAILING STUDS w/ 1ST FLOOR BOTTOM PLATE. IF O.C. - SEE FRAMING SCHEDULE 2x8's MIN. SPF #2 @ 16" STUDS SHEATHING IS NOT PLAN FOR MORE INFO. O.C. MAX W/ MID POINT CONT. ADD BLOCKING XBLOCKING (U.N.O.) (2) 2x SPF#2 BASE @ SHEATHING SPLICE 2x4 BLOCKING PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS BETWEEN STUDS W/ W1 (2) 16d NAILS @ EACH EA. END. SIMPS, SP4 (2) 12d TOE NAILS MSTAM24 EA. SIDE OF TRUSS, THEN ATTACH @ TOP REQ'D EACH END EA. STUD TO WALL 2ND PLY W/ (2) 10d NAILSSEE LD02/SD2 FOR BELOW W/ (9) 1 Od @ 12" O.C. ROOF SHEATHING MORE INFONAILS AND (5) 1/4"x2 . ATTACH PER NAILING 3/4" TAPCONS PER SCHEDULE STRAP; CENTER 2X4 SYP#2 BLOCKING STRAP BETWEEN SIMPSON CS11 PER W/ (2) 10d TOE NAILS 2x8 #2 SYP P.T. SILL MASONRY WALL AND WF16/SD6 PLATE W1 1/2" J -BOLT FRAME WALL W/ MIN. 7" EMBED. @ 6" CONTRACTOR MAY USE (2) 2x TOP PLATE FROM EACH END & @ 32" O.C. MAX W/ SIMPSON HTT4 AT WASHER. ALTERNATE,, WINDOW JAMB STUDS IF SHEATHING IS NOT INSTEAD OF INDICATED CONNECTION: USE 1/2 A ALL THREAD ROD W/ 7" CONTINUOUS TO BASE EXTERIOR FLAT STRAP. MIN. EMBED USING PLATE, SP8 TOP AND INTERIOR FLAT STRAP SEE PLAN FOR LOW ROOF TRUSS W1 BEARING WALL TALL RAISED HEEL A BOTTOM ARE REQ'D IS STILL REQUIRED AT SIMPSON SET -XP 16" JAMB STUD CONDITION REQUIREMENTS EPDXY @ 6" FROM BOTTOM CHORD EACH END & @ 32" O.C. C.M.U. WALL PER PLAN EXTENSION SEEARCHSFOR MAX W1 WASHER FURRING AND o. INTERIOR FINISH SEE FRAMING PLAN FOR CONNECTION MASONRY WALL PER PLAN A SECTION 2 -STORY BRIG. V fiF2 3/4"=11-011 fi!Fi� SECTION @ OPEN TO ABOVE 111=1f-011 AF0 WALL SPLICE DETAILS 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2" J -BOLT OR EPDXY ANCHOR (J -BOLT PREFERED) @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN EXT. FINISH PER ARCHS SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x8 #2 SYP P.T. SILL PLATE w/ 1/2" J -BOLT OR EPDXY ANCHOR BOLT (J -BOLT PREFERED) W1 MIN. 7" EMBED. @ 32" O.C. & 3" FROM EA.END SHEATHING TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO \_LSTA30 HEADERJ TO BUILT UP STUD 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W1 NUT (2) 2x SPF TOP PLATES U.N.O. 11 STUDS SEE PLAN 'j STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING _j ATTACH PER NAILING IMPSON H2.5 EA. SCHEDULE RUSS 0 PRE-ENGINEERED Et4 FLOOR TRUSS; SEE TRUSS PER PLAN 2x6 #2 SYP CONT. LCESS LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY MSSRUSS. VERIFY W1 16" O.C. MAX. & 3" FROM EA. END -USE (3) SHOP (DRATRUSS WINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T..`USE (4)16° NIS ) 664LEDGER @ LOW ROOF 3/4"=11-011 (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO \_LSTA30 HEADERJ TO BUILT UP STUD 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W1 NUT (2) 2x SPF TOP PLATES U.N.O. 11 STUDS SEE PLAN 'j STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW DIRECTION AND U) Uj CONNECTION DETAIL W MASONRY WALL PER PLAN ce) LU 75 C0 EL LU 01 fee, op 408 A a l 0) U•0Lu - 0 y 0 D• _j Z UL !� Z, 0— to z 0 0 z z 0 CL LL Ui 0 W z �_ aLLJ C/) 9 U5 QW U) CC 0 0 z ON z OOpW LUU 3: X LU -SP4 TOP & LLJ BOTTOM OF EA. Q Z STUD U.N.O. z z 0 .-SIMPSON CS18 0 V5 C)o 0 Uj _j C, 7 rc-q- STUDS ABOVE TO 0 0 -owm E HEADER BELOW < U) Z 8 z U) 06 LU (0 �_ z _U_ .. J 0:5 0 Q� c -1/2" THREADED ROD Z 0 1-- 0 E U) po�wzo W, @ 32" O.C. MAX W/ n e U) - r, r_ 2x BRG WALL W/ SIMPSON 1-1/2"=T-0" CL Z)�Ixz 0 0 2x BLOCKING W/ (2) 12d & 2" WASHER TOP & BOTTOM. NUT & 2" WASHER 0 a- 0 2 0 cn :SA SP2 @ TOP & SPI @ BASE. TOP & BOTTOM U) a T_ M .. a LSTA1 8 OR MTS1 2 MAY BE TOENAILS EACH END 0 z z I-- P UJ Uj 0 PRE ENGINEERED z Uj < :) co I'- z E < Zo USED @BASE 2x BASE PLATE W1 (2) B C) 0 of I � 02 12d NAILS @ 12" O.C. 12 TRUSSESINE 24" O.C. 2x SPF BASE 0 Ma - EXTERIOR SHEATHING MAX. PER PLAN •PLATE& W � LL J6 ATTACH PER NAILING PER PLAN 0 Cr 04 3/4" FLOOR SHEATHING SEE ARCHS FOR ROOF z LU V4 < SCHEDULE ATTACHED PER WATERPROOFING AND z N NAILING SCHEDULE FINISH W W 1111 Uj 0 (2) 2X4 #2 SYP TRUSS ANCHOR (SEE PROVIDE SOLID BLOCKING— PRE-ENGINEERED BLOCKING w/ SIMPSON 0 PLAN) WITHIN FLOOR SYSTEM FLOOR SYSTEM HUC24-2 EACH END, ROOF SHEATHING UNDER BUILT UP COLUMNS KNEEWALL OR USE (4) 10d & (2) 10d SEE PLAN I z I= ATTACHED PER BEAM W I NAILS. UNDER -0 NAILING SCHEDULE (0 WINDOW JAMBS USE (2) 2x TOP PLATE 0. H. 3: W (2) 2x6 wl HUC26-2. FLOOR TRUSS PER PLAN PER ELEV. A LOW ROOF TRUSS SEE MASONRY (SHOWN) (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" TRUSS PLAN FOROR WOOD WALL PER PLAN FOR MORE INFO O.C. w/ IEXT. SHEATHING (2) 2x SPF TOP Mr CONNECTIONS & CONNECTIONS PFROM TOP OF WALL TO LO LAN PLATES U.N.O. SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d BOTTOM OF TRUSS/ z 0 2nd STORY WALL NAILS @ E.A. END. BOTTOM PLATE BLOCK ADJACENT Asik SECTION RAISED HEEL TRUSS GIRDER SEE PLAN FOR (2) 2x HEADER (0 z WINDOW ATTACHMENT W 0 ATTACH PER NAILING BAYS @ EA. DiAG. AS 1/2"=1'-0" SEE FLOOR PLAN 0 j SCHEDULE SHOWN. FASTEN ROOF WINDOW SEE PLAN INFO. IF WALL FOR MORE INFO Uf SHEATHING ISN'T CONT.11 SHEATHING TO FOR LOCATION 2x STUDS SEE PLAN LU 2x4 NAILER W/ (2) 2x BRG WALL W1 SIMPSON SP2 @ TOP LSTAI 8 STRAPS ARE Lu BLOCKS W/ 8d NAILS @ (2) 2x BASE PLATE w/ & SP1 @ BASE. LSTA18 OR MTS12 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO STUDS ABOVE ARE W 00, 10d NAILS @ 16" O.C. 2 All n r. (2) 12d NAILS@ 12" TO ALIGN W/ STUDS o LU 2x4 STUDS @ 16" O.C.AY BE USED @ BASE.(WHEN WALL TOENAILS EACH SIDE GIRDER BELOW j O.C.0CUSE SIMPSON IS CONT, BRG ON TRUSS STRAP BELOW W IF WALL SHEATHING IS SEE LD02/SD2 FOR W MTS1 2 OR LSTA1 8 TO STUDS w/ LSTA1 8 @ 16" O.C. TO STOPPED BELOW MORE INFO IF STA3 W UJI 1/2" GYP. BOARD (5) 16d NAILS BRACE�3 BLOCKING BELOW. TRUSS BELOW) I I I I W W ROOF LINE TRUSSES ARE 7 7 7 7 1: HEADER TO 7 7 7 DF @ 7 7 U NOT REQ'D IF STUD IS EE � 4 0 2x4 BRACE TO EA. TOB OCKING S 2x P.T. BASE PLATE jffl 1. 1., 0. PARALLEL TO WALL BUILT UP ADJACENT DIAGONAL, CONNECTED w/ MTS12 3/4" FLOOR SHEATHING ATTACHED 2x BASE PLATE W1 12d BEARING SCHEDULE FOR '' .1 - : %, 1. *. 1. - W OR LSTA18 PER NAILING SCHEDULE ROOF SHEATHING STUD z FASTEN TO DIAG. W1 @ 24" O.C. TO FLOOR A.B. INFO AL AL LU 17— (2) 16d NAILS ATTACHED PER FLOOR TRUSS PER SYSTEM BELOW US SIMPSON H1 OA @ EA. 2x BLOCKING W1 (2) 12d NAILING SCHEDULE PLAN LU W US SP FOUND. PLAN FOR FTG. RI DIAGONAL BRACE TRUSSES PER TOENAILS EACH END PLYWOOD FLOORING SEE A 0 co Z ALL THREAD ROD ------- PLAN SEE FLOOR FRAMING 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / STRAPS TOP & �� (2) 2x4 #2 SYP PLAN FOR MORE INFO RWALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH @ 48" O.C.; SEE WALL BRACING @ 48" .1 @) BOTTOM OF EA., STUD FOUNDATION DETAILS O.C. MAX. 450 FROM BLOCKING w/ SIMPSON CM ,kSEE PLAN MAX. W1 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL BLDG DESIGN: --- VA FOR CONNECTION @ HORIZONTAL (+/- 100) HUC24-2 EACH END, WASHER SEE BEARING WALL SCHEDULE BASE BRACE NOT REQUIRED 0 USE (4) 10d & (2) 10d SEE PLAN FOR SCHEDULE FOR MORE INFORMATION. STRUCTURAL ENG: CNS YMHOO n10Ct1T1nK1 DRAFTING 2x4 BOTTOM PLATE, 6'FROM EAVES. NAILS. UNDER L - — — — — — — ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LIAM.7mm THAN L' CONNECT TO DOUBLE 2x LEDGER TO UPPER WINDOW JAMBS ONLY & MORE INFO THREAD ROD 6" FROM EA. END OF 4'-2" ATTACH TOP PLATE TO TOP PLATE W/ 16d FLOOR WALL W/ LOW ROOF TRUSS SEE TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT NAILS @ 6" O.C. 1/4" X 3-1/2" SIMPSON PLAN FOR CONNECTIONS (IF FLOOR GIRDER SEE '1Z MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP SDS SCREW @ 16" O.C. TRUSS IS CONT. BRG ON SEE TRUSS LAYOUT SET -XP EPDXY) W1 WASHER PLATE AND (5) 10d NAILS INTO (2) 2x4 TOP PLATE O.S.B. TO OVERLAP MASONRY USE HETA16/20 @ 24" MASONRY (SHOWN) PLAN FOR FOR TRUSS LOCATION HEADER 2x BEARING WALL BOTTOM PLATE 1 1/4" O.C. OR ON WOOD USE HGA OR WOOD WALL PER CONNECTION &CONNECTION INFO ROOF LOAD (MIN.) CLIPS @ 24" O.C.) PLAN -DESIGN: --- -STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171166 SCALE: AS INDICATED DATE: 07/19/17 (WF1,1\ BRACING @ 2 STORY FRAME WALL Asf� SECTION@ COMBO TRUSS TYPICAL U U IN IN It= U I I U 114 �W, GIRDER OR BEAM 1- STORY 1114 1 L--rxl%jr% uc_l_irxllv�� VV1_X 1- 11 1 1 111=1t-011 1111'_� 1/2"=11-011 3/4"=1141 1 =1 -011 SD6 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited, 11j 0 _j z 0 Et4 FLOOR TRUSS; SEE FRAMING PLAN FOR 0 _j U_ LU M 2x4 CONT. W/ (2) 12d U_ NAILS TO EACH STUD 0 W 2nd STORY WALL PER z PLAN ................ I ..... O0 CL DIRECTION AND U) Uj CONNECTION DETAIL W MASONRY WALL PER PLAN ce) LU 75 C0 EL LU 01 fee, op 408 A a l 0) U•0Lu - 0 y 0 D• _j Z UL !� Z, 0— to z 0 0 z z 0 CL LL Ui 0 W z �_ aLLJ C/) 9 U5 QW U) CC 0 0 z ON z OOpW LUU 3: X LU -SP4 TOP & LLJ BOTTOM OF EA. Q Z STUD U.N.O. z z 0 .-SIMPSON CS18 0 V5 C)o 0 Uj _j C, 7 rc-q- STUDS ABOVE TO 0 0 -owm E HEADER BELOW < U) Z 8 z U) 06 LU (0 �_ z _U_ .. J 0:5 0 Q� c -1/2" THREADED ROD Z 0 1-- 0 E U) po�wzo W, @ 32" O.C. MAX W/ n e U) - r, r_ 2x BRG WALL W/ SIMPSON 1-1/2"=T-0" CL Z)�Ixz 0 0 2x BLOCKING W/ (2) 12d & 2" WASHER TOP & BOTTOM. NUT & 2" WASHER 0 a- 0 2 0 cn :SA SP2 @ TOP & SPI @ BASE. TOP & BOTTOM U) a T_ M .. a LSTA1 8 OR MTS1 2 MAY BE TOENAILS EACH END 0 z z I-- P UJ Uj 0 PRE ENGINEERED z Uj < :) co I'- z E < Zo USED @BASE 2x BASE PLATE W1 (2) B C) 0 of I � 02 12d NAILS @ 12" O.C. 12 TRUSSESINE 24" O.C. 2x SPF BASE 0 Ma - EXTERIOR SHEATHING MAX. PER PLAN •PLATE& W � LL J6 ATTACH PER NAILING PER PLAN 0 Cr 04 3/4" FLOOR SHEATHING SEE ARCHS FOR ROOF z LU V4 < SCHEDULE ATTACHED PER WATERPROOFING AND z N NAILING SCHEDULE FINISH W W 1111 Uj 0 (2) 2X4 #2 SYP TRUSS ANCHOR (SEE PROVIDE SOLID BLOCKING— PRE-ENGINEERED BLOCKING w/ SIMPSON 0 PLAN) WITHIN FLOOR SYSTEM FLOOR SYSTEM HUC24-2 EACH END, ROOF SHEATHING UNDER BUILT UP COLUMNS KNEEWALL OR USE (4) 10d & (2) 10d SEE PLAN I z I= ATTACHED PER BEAM W I NAILS. UNDER -0 NAILING SCHEDULE (0 WINDOW JAMBS USE (2) 2x TOP PLATE 0. H. 3: W (2) 2x6 wl HUC26-2. FLOOR TRUSS PER PLAN PER ELEV. A LOW ROOF TRUSS SEE MASONRY (SHOWN) (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" TRUSS PLAN FOROR WOOD WALL PER PLAN FOR MORE INFO O.C. w/ IEXT. SHEATHING (2) 2x SPF TOP Mr CONNECTIONS & CONNECTIONS PFROM TOP OF WALL TO LO LAN PLATES U.N.O. SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d BOTTOM OF TRUSS/ z 0 2nd STORY WALL NAILS @ E.A. END. BOTTOM PLATE BLOCK ADJACENT Asik SECTION RAISED HEEL TRUSS GIRDER SEE PLAN FOR (2) 2x HEADER (0 z WINDOW ATTACHMENT W 0 ATTACH PER NAILING BAYS @ EA. DiAG. AS 1/2"=1'-0" SEE FLOOR PLAN 0 j SCHEDULE SHOWN. FASTEN ROOF WINDOW SEE PLAN INFO. IF WALL FOR MORE INFO Uf SHEATHING ISN'T CONT.11 SHEATHING TO FOR LOCATION 2x STUDS SEE PLAN LU 2x4 NAILER W/ (2) 2x BRG WALL W1 SIMPSON SP2 @ TOP LSTAI 8 STRAPS ARE Lu BLOCKS W/ 8d NAILS @ (2) 2x BASE PLATE w/ & SP1 @ BASE. LSTA18 OR MTS12 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO STUDS ABOVE ARE W 00, 10d NAILS @ 16" O.C. 2 All n r. (2) 12d NAILS@ 12" TO ALIGN W/ STUDS o LU 2x4 STUDS @ 16" O.C.AY BE USED @ BASE.(WHEN WALL TOENAILS EACH SIDE GIRDER BELOW j O.C.0CUSE SIMPSON IS CONT, BRG ON TRUSS STRAP BELOW W IF WALL SHEATHING IS SEE LD02/SD2 FOR W MTS1 2 OR LSTA1 8 TO STUDS w/ LSTA1 8 @ 16" O.C. TO STOPPED BELOW MORE INFO IF STA3 W UJI 1/2" GYP. BOARD (5) 16d NAILS BRACE�3 BLOCKING BELOW. TRUSS BELOW) I I I I W W ROOF LINE TRUSSES ARE 7 7 7 7 1: HEADER TO 7 7 7 DF @ 7 7 U NOT REQ'D IF STUD IS EE � 4 0 2x4 BRACE TO EA. TOB OCKING S 2x P.T. BASE PLATE jffl 1. 1., 0. PARALLEL TO WALL BUILT UP ADJACENT DIAGONAL, CONNECTED w/ MTS12 3/4" FLOOR SHEATHING ATTACHED 2x BASE PLATE W1 12d BEARING SCHEDULE FOR '' .1 - : %, 1. *. 1. - W OR LSTA18 PER NAILING SCHEDULE ROOF SHEATHING STUD z FASTEN TO DIAG. W1 @ 24" O.C. TO FLOOR A.B. INFO AL AL LU 17— (2) 16d NAILS ATTACHED PER FLOOR TRUSS PER SYSTEM BELOW US SIMPSON H1 OA @ EA. 2x BLOCKING W1 (2) 12d NAILING SCHEDULE PLAN LU W US SP FOUND. PLAN FOR FTG. RI DIAGONAL BRACE TRUSSES PER TOENAILS EACH END PLYWOOD FLOORING SEE A 0 co Z ALL THREAD ROD ------- PLAN SEE FLOOR FRAMING 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / STRAPS TOP & �� (2) 2x4 #2 SYP PLAN FOR MORE INFO RWALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH @ 48" O.C.; SEE WALL BRACING @ 48" .1 @) BOTTOM OF EA., STUD FOUNDATION DETAILS O.C. MAX. 450 FROM BLOCKING w/ SIMPSON CM ,kSEE PLAN MAX. W1 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL BLDG DESIGN: --- VA FOR CONNECTION @ HORIZONTAL (+/- 100) HUC24-2 EACH END, WASHER SEE BEARING WALL SCHEDULE BASE BRACE NOT REQUIRED 0 USE (4) 10d & (2) 10d SEE PLAN FOR SCHEDULE FOR MORE INFORMATION. STRUCTURAL ENG: CNS YMHOO n10Ct1T1nK1 DRAFTING 2x4 BOTTOM PLATE, 6'FROM EAVES. NAILS. UNDER L - — — — — — — ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LIAM.7mm THAN L' CONNECT TO DOUBLE 2x LEDGER TO UPPER WINDOW JAMBS ONLY & MORE INFO THREAD ROD 6" FROM EA. END OF 4'-2" ATTACH TOP PLATE TO TOP PLATE W/ 16d FLOOR WALL W/ LOW ROOF TRUSS SEE TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT NAILS @ 6" O.C. 1/4" X 3-1/2" SIMPSON PLAN FOR CONNECTIONS (IF FLOOR GIRDER SEE '1Z MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP SDS SCREW @ 16" O.C. TRUSS IS CONT. BRG ON SEE TRUSS LAYOUT SET -XP EPDXY) W1 WASHER PLATE AND (5) 10d NAILS INTO (2) 2x4 TOP PLATE O.S.B. TO OVERLAP MASONRY USE HETA16/20 @ 24" MASONRY (SHOWN) PLAN FOR FOR TRUSS LOCATION HEADER 2x BEARING WALL BOTTOM PLATE 1 1/4" O.C. OR ON WOOD USE HGA OR WOOD WALL PER CONNECTION &CONNECTION INFO ROOF LOAD (MIN.) CLIPS @ 24" O.C.) PLAN -DESIGN: --- -STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171166 SCALE: AS INDICATED DATE: 07/19/17 (WF1,1\ BRACING @ 2 STORY FRAME WALL Asf� SECTION@ COMBO TRUSS TYPICAL U U IN IN It= U I I U 114 �W, GIRDER OR BEAM 1- STORY 1114 1 L--rxl%jr% uc_l_irxllv�� VV1_X 1- 11 1 1 111=1t-011 1111'_� 1/2"=11-011 3/4"=1141 1 =1 -011 SD6 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited, 0 _j z 0 Et4 FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND U) Uj CONNECTION DETAIL W MASONRY WALL PER PLAN ce) LU 75 C0 EL LU 01 fee, op 408 A a l 0) U•0Lu - 0 y 0 D• _j Z UL !� Z, 0— to z 0 0 z z 0 CL LL Ui 0 W z �_ aLLJ C/) 9 U5 QW U) CC 0 0 z ON z OOpW LUU 3: X LU -SP4 TOP & LLJ BOTTOM OF EA. Q Z STUD U.N.O. z z 0 .-SIMPSON CS18 0 V5 C)o 0 Uj _j C, 7 rc-q- STUDS ABOVE TO 0 0 -owm E HEADER BELOW < U) Z 8 z U) 06 LU (0 �_ z _U_ .. J 0:5 0 Q� c -1/2" THREADED ROD Z 0 1-- 0 E U) po�wzo W, @ 32" O.C. MAX W/ n e U) - r, r_ 2x BRG WALL W/ SIMPSON 1-1/2"=T-0" CL Z)�Ixz 0 0 2x BLOCKING W/ (2) 12d & 2" WASHER TOP & BOTTOM. NUT & 2" WASHER 0 a- 0 2 0 cn :SA SP2 @ TOP & SPI @ BASE. TOP & BOTTOM U) a T_ M .. a LSTA1 8 OR MTS1 2 MAY BE TOENAILS EACH END 0 z z I-- P UJ Uj 0 PRE ENGINEERED z Uj < :) co I'- z E < Zo USED @BASE 2x BASE PLATE W1 (2) B C) 0 of I � 02 12d NAILS @ 12" O.C. 12 TRUSSESINE 24" O.C. 2x SPF BASE 0 Ma - EXTERIOR SHEATHING MAX. PER PLAN •PLATE& W � LL J6 ATTACH PER NAILING PER PLAN 0 Cr 04 3/4" FLOOR SHEATHING SEE ARCHS FOR ROOF z LU V4 < SCHEDULE ATTACHED PER WATERPROOFING AND z N NAILING SCHEDULE FINISH W W 1111 Uj 0 (2) 2X4 #2 SYP TRUSS ANCHOR (SEE PROVIDE SOLID BLOCKING— PRE-ENGINEERED BLOCKING w/ SIMPSON 0 PLAN) WITHIN FLOOR SYSTEM FLOOR SYSTEM HUC24-2 EACH END, ROOF SHEATHING UNDER BUILT UP COLUMNS KNEEWALL OR USE (4) 10d & (2) 10d SEE PLAN I z I= ATTACHED PER BEAM W I NAILS. UNDER -0 NAILING SCHEDULE (0 WINDOW JAMBS USE (2) 2x TOP PLATE 0. H. 3: W (2) 2x6 wl HUC26-2. FLOOR TRUSS PER PLAN PER ELEV. A LOW ROOF TRUSS SEE MASONRY (SHOWN) (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" TRUSS PLAN FOROR WOOD WALL PER PLAN FOR MORE INFO O.C. w/ IEXT. SHEATHING (2) 2x SPF TOP Mr CONNECTIONS & CONNECTIONS PFROM TOP OF WALL TO LO LAN PLATES U.N.O. SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d BOTTOM OF TRUSS/ z 0 2nd STORY WALL NAILS @ E.A. END. BOTTOM PLATE BLOCK ADJACENT Asik SECTION RAISED HEEL TRUSS GIRDER SEE PLAN FOR (2) 2x HEADER (0 z WINDOW ATTACHMENT W 0 ATTACH PER NAILING BAYS @ EA. DiAG. AS 1/2"=1'-0" SEE FLOOR PLAN 0 j SCHEDULE SHOWN. FASTEN ROOF WINDOW SEE PLAN INFO. IF WALL FOR MORE INFO Uf SHEATHING ISN'T CONT.11 SHEATHING TO FOR LOCATION 2x STUDS SEE PLAN LU 2x4 NAILER W/ (2) 2x BRG WALL W1 SIMPSON SP2 @ TOP LSTAI 8 STRAPS ARE Lu BLOCKS W/ 8d NAILS @ (2) 2x BASE PLATE w/ & SP1 @ BASE. LSTA18 OR MTS12 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO STUDS ABOVE ARE W 00, 10d NAILS @ 16" O.C. 2 All n r. (2) 12d NAILS@ 12" TO ALIGN W/ STUDS o LU 2x4 STUDS @ 16" O.C.AY BE USED @ BASE.(WHEN WALL TOENAILS EACH SIDE GIRDER BELOW j O.C.0CUSE SIMPSON IS CONT, BRG ON TRUSS STRAP BELOW W IF WALL SHEATHING IS SEE LD02/SD2 FOR W MTS1 2 OR LSTA1 8 TO STUDS w/ LSTA1 8 @ 16" O.C. TO STOPPED BELOW MORE INFO IF STA3 W UJI 1/2" GYP. BOARD (5) 16d NAILS BRACE�3 BLOCKING BELOW. TRUSS BELOW) I I I I W W ROOF LINE TRUSSES ARE 7 7 7 7 1: HEADER TO 7 7 7 DF @ 7 7 U NOT REQ'D IF STUD IS EE � 4 0 2x4 BRACE TO EA. TOB OCKING S 2x P.T. BASE PLATE jffl 1. 1., 0. PARALLEL TO WALL BUILT UP ADJACENT DIAGONAL, CONNECTED w/ MTS12 3/4" FLOOR SHEATHING ATTACHED 2x BASE PLATE W1 12d BEARING SCHEDULE FOR '' .1 - : %, 1. *. 1. - W OR LSTA18 PER NAILING SCHEDULE ROOF SHEATHING STUD z FASTEN TO DIAG. W1 @ 24" O.C. TO FLOOR A.B. INFO AL AL LU 17— (2) 16d NAILS ATTACHED PER FLOOR TRUSS PER SYSTEM BELOW US SIMPSON H1 OA @ EA. 2x BLOCKING W1 (2) 12d NAILING SCHEDULE PLAN LU W US SP FOUND. PLAN FOR FTG. RI DIAGONAL BRACE TRUSSES PER TOENAILS EACH END PLYWOOD FLOORING SEE A 0 co Z ALL THREAD ROD ------- PLAN SEE FLOOR FRAMING 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / STRAPS TOP & �� (2) 2x4 #2 SYP PLAN FOR MORE INFO RWALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH @ 48" O.C.; SEE WALL BRACING @ 48" .1 @) BOTTOM OF EA., STUD FOUNDATION DETAILS O.C. MAX. 450 FROM BLOCKING w/ SIMPSON CM ,kSEE PLAN MAX. W1 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL BLDG DESIGN: --- VA FOR CONNECTION @ HORIZONTAL (+/- 100) HUC24-2 EACH END, WASHER SEE BEARING WALL SCHEDULE BASE BRACE NOT REQUIRED 0 USE (4) 10d & (2) 10d SEE PLAN FOR SCHEDULE FOR MORE INFORMATION. STRUCTURAL ENG: CNS YMHOO n10Ct1T1nK1 DRAFTING 2x4 BOTTOM PLATE, 6'FROM EAVES. NAILS. UNDER L - — — — — — — ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LIAM.7mm THAN L' CONNECT TO DOUBLE 2x LEDGER TO UPPER WINDOW JAMBS ONLY & MORE INFO THREAD ROD 6" FROM EA. END OF 4'-2" ATTACH TOP PLATE TO TOP PLATE W/ 16d FLOOR WALL W/ LOW ROOF TRUSS SEE TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT NAILS @ 6" O.C. 1/4" X 3-1/2" SIMPSON PLAN FOR CONNECTIONS (IF FLOOR GIRDER SEE '1Z MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP SDS SCREW @ 16" O.C. TRUSS IS CONT. BRG ON SEE TRUSS LAYOUT SET -XP EPDXY) W1 WASHER PLATE AND (5) 10d NAILS INTO (2) 2x4 TOP PLATE O.S.B. TO OVERLAP MASONRY USE HETA16/20 @ 24" MASONRY (SHOWN) PLAN FOR FOR TRUSS LOCATION HEADER 2x BEARING WALL BOTTOM PLATE 1 1/4" O.C. OR ON WOOD USE HGA OR WOOD WALL PER CONNECTION &CONNECTION INFO ROOF LOAD (MIN.) CLIPS @ 24" O.C.) PLAN -DESIGN: --- -STRUCT: MR QC CHECK: MRB JOB No. PSQ-2171166 SCALE: AS INDICATED DATE: 07/19/17 (WF1,1\ BRACING @ 2 STORY FRAME WALL Asf� SECTION@ COMBO TRUSS TYPICAL U U IN IN It= U I I U 114 �W, GIRDER OR BEAM 1- STORY 1114 1 L--rxl%jr% uc_l_irxllv�� VV1_X 1- 11 1 1 111=1t-011 1111'_� 1/2"=11-011 3/4"=1141 1 =1 -011 SD6 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited, a A -A PLAN VIEW a@ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 1" O.S.B. W/ 8d NAILS to A35 @ EA. STRINGER BEAMMOISTS REQUIREMENT AT LANDING STANDARD (3) 2X12 BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 MIN. (3) 2x SYP #2 9'-0" STRINGERS W/ NOTCH SILL AND STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) PLYWOOD FLOORING FLOOR SYSTEM NOTE: 16d NAILS FROM TO ALLOW VERTICAL (2)2x12 SYP#2 HEADER 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND TO SLIDE DOWN TO TO BUILT-UP STUD OOR SYSTEM PER RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE @ 6'-0" O.C.& COLUMN Al TAMING PLAN TYP. MIN. TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ ANY OPENING tote �^ LINE UP 2xJOIST IN 6" MIN. T. TOP PLATE NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. LINE WITH MIDDLE (ATTACH TOP PLATE (ATTACH 4NDARD (3)2x12 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2x6 VERTICAL 2x12 STRINGER TO BE P#2 STRINGERS W/ CONSTRUCTION. DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4" x 3" 3 1/2"" TOE NAILS UTILIZED AS BLOCKING HEIGHT AND PLAN N.T.S. SDS WOOD SCREWS 1PSON A35 / A34 LAYOUT. HEADER EQUALLY P TO FLOOR WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ MIN. 2x8 SYP#2 JOISTS WALL COULD BE STEM & LANDING TRUSS TO OUTSIDE 24" O.C. EVERY OTHER -. c9 @ LANDING @ 16"O.C. REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS ikMING FOR REQUIRED of o W/ SIMPSON A35 OR ATTACHED TO TRUSS 12 STRINGERS ONE HEADER AND NAILS '�`�` z LUS26 HANGER ON `? V EACH SIDE AND SUPPORT w EACH SIDE _ ATTACH W/ (2) 12d VE @ MID -SPAN A A INFORMATION. W MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) 2x12 SYP#2 BEAMI— MID SPAN BLOCKING TO MATCH JOIST co o 2x4 #2 SPF STUDS @X X R SCHEDULE REQ'D DEPTH W/ (3) 10d )LANDING W w 24" O.C. W/ (2) 12d =ND OF LANDING I TOENAILS EACH END NOTCH FLOOR 2x4 SILL PLATE W/ (2) 2x JOIST (P.T. IF P STRINGERS TO TOENAILS BOTTOM SHEATHING TO 18d TOE NAIL EA. `'° 10" MIN. ATTACHING TO MASONRY NNECT TO. BEAM ACCOMMODATE 2x �I, B ATTACHED TO III (2) 2x12 SYP#2 BEAM BEAR DIRECTLY ON I MIN. 2x8 SYP#2 JOIST (P.T. IF NAILS 4A O.C.TO BRINGER III LT UP COLUMNS (3) 16d NAILS ATTACHING TO MASONRY 10d NAILS @ 4" O.C. = -OW OR FLOOR SHEATHING III WALL) CONT. LEDGER w/ (3) MAX. TO EACH@STUD. (C(2) rERNATE HANGER SEE TABLE FOR MAX. 16d NAILS @ 16" O.C. MAX. RIGHT OF THIS WIDTH OF LANDING STRINGERS TO TO EACH STUD. ((2) 1/4" x 3 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL TAIL 1/4" TAPCONS @ 16" O.C. VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS MAX. FOR A -A PLAN VIEW 90 DEGREE TURN LANDING STAIR WINDER DETAIL CONNECT TO. BEAM 16" O.C. MAX. FOR N. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING TO SLIDE DOWN TO :Q'D @ END OF LANDING W/ (2) %'x3" SDS NE @MID -SPAN I I I I Y ON TO BEAR DIRECTLY 'MIN. (6) 16d NAILS SEE PLAN FOR DEPTH3/4" PLYWOOD OR OSB FACE OF TRUSS PLYWOOD SHEATHING ;OM (2)2x12 SYP#2 EQUALLY S& OF LANDING SHEATHING OVER BUILT UP COLUMN OVER LANDING :ADER TO BUILT UP LANDING ATTACHED MIN. 2x8 SYP#2 JOIST ATTACHED PER SPACED CENTERED 'UD COLUMN I I / BELOW.ATTACH PER GENERAL FLOOR LEDGER (P.T. IF 2x6 VERTICAL GENERAL FLOOR i ITIONAL (2)2x12 SYP#2 35 CONNECTION III CONSTRUCTION NOTES ATTACHING TO TO TRUSS W/ (3) %4' x 3" CONSTRUCTION L -BRACE @ 6'-0" O.C. & `TACHMENT TO UN WOOD OR MASONRY MASONRY WALL) SDS WOOD SCREWS NOTES @ ANY OPENING AU/LEDGER IN LIEU OF WALL SEE PLAN FOR. EQUALLY c8 P.T. SPF #2 (MIN.) LET -IN BEAM @ END OF MIN. (3)2x4 SYP #2 MORE INFO JILT UP COLUMN SPACED/CENTERED IN TRUSS SEE PLAN LAB cSTEN TO SLAB USING COLUMN 2x JOIST PER 16 O.C. LANDING PER IN. (6) x EVENLY DOD:I SCHEDULE FACE OF TRUSS PACED TAPCONS @MIN. MID SPAN BLOCKING MAX y SCHEDULE )210-2/HUC210-2 W/ VD DISTANCE OF 1-1/2 �� 2x P.T. BOTTOM PLATE HEIGHT LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR TO MATCH JOIST OPTIONAL (2)2x12 SYP#2 3)16d NAILS TO 3T01 GENERAL LANDING & DEPTH W/ (3) 10d 4 ATTACHMENT TO CMU/LEDGER FLOOR TRUSSES iDGER/SUPPORT AND o TOENAILS EACH END IN LIEU OF BUILT UP COLUMN )) 10d NAI LS TO (2)2x12 O g H 000-2/HUC210-2 W/ P#2 HEADER (18)16d 150NRY: w p NAILS TO LEDGER/SUPPORT 1210-2/HUC210-2 W/ AND (10)10d NAILS TO (2)2x12 3) 1/4"x3-1/4" TAPCONS W 9 SIMPSON A35 SYP#2 HEADER CMU AND (10) 10d CONNECTIONS AILS TO (2)2x12 SYP#2 SEE PLAN FOR HU2 0-2/HUC210-2 W/ (18) :ADER MASONRY WALL OR MASONRY WALL OR 1/4"x3-1/4" TAPCONS TO CMU -TI WOOD WALL AND (10) 10d NAILS TO (2)2x12 ANDARD (3) 2X12 FRAME WALL BEYOND SYP#2 HEADER 'P #2 STRINGERS W/ MPSON A34 / A35 .IP TO FLOOR 'STEM & LANDING LAMING B -B CROSS SECTION OF BEAM TO LEDGER�+ -' NOT USED MIN. 2x8 SYP#2 JOIST (P.T. IF (2)2x12 SYP#2 BEAM PER ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d STRINGERS TO BE NOTCHED LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH AT LANDING OR LET -IN 2x4 CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS SYP#2 CLEAT AND ATTACH TO DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY JOISTS BELOW W/(2) -12d NAILS COLUMNS BELOW OR EACH SIDE WALL) @ 16" O.C. 3j" 2x4.#2 SPF STUDS ALTERNATE HANGER @ RIGHT OF THIS DETAIL (3) 16d TOENAILS SEE ARCH PLAN I I 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6'-0" @ 24" O.C. 1 MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO O C MIN AND @ ANY A -A PLAN VIEW a@ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 1" O.S.B. W/ 8d NAILS to A35 @ EA. STRINGER BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING to BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" STUDS W/(2)16d TOE OPENING W/IN X X NAILS HANDRAIL NOTCH SILL PLATE 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ KNEEWALL FOR VERTICAL 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d (NOTCHED @ 2x6 TOENAILS BOTTOM VERTICAL LOCATIONS). 2x L -BRACE W/ 12d NAILS @ 4" O.C. 3 O.C. TOP AND )TTOM CHORD TO LANDING NOTCH SILL AND PLYWOOD FLOORING NOTE: TO ALLOW VERTICAL SEE ARCHS. FOR MAX. 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND TO SLIDE DOWN TO OOR SYSTEM PER RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE @ 6'-0" O.C.& FACE OF TRUSS TAMING PLAN TYP. MIN. TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ ANY OPENING SECTION X -X STRINGER ATTACHMENTS. SEE CHART FOR MIN, SIZE OF INSIDE BEAM. T. TOP PLATE NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. (ATTACH TOP PLATE (ATTACH 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d PENDING LANDING CONSTRUCTION. DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4" x 3" 3 1/2"" TOE NAILS HEIGHT AND PLAN N.T.S. SDS WOOD SCREWS LAYOUT. HEADER EQUALLY WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER -. REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE FOR REQUIRED STUDS W/ (2) 16d TOE 3z" ATTACHED TO TRUSS 12 STRINGERS ONE HEADER AND NAILS '�`�` BELOW (OTHERWISE V EACH SIDE AND SUPPORT SEE ARCH PLAN ATTACH W/ (2) 12d VE @ MID -SPAN A A INFORMATION. MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) �4 @ EA. STRINGER --- 2x4 #2 SPF STUDS @X X )LANDING 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) 2x JOIST (P.T. IF TOENAILS BOTTOM SHEATHING TO 18d TOE NAIL EA. ATTACHING TO MASONRY ACCOMMODATE 2x �I, B ATTACHED TO III (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ I 2x4 SILL PLATE W/ (2) NAILS 4A O.C.TO BRINGER III PER SCHEDULE @ END (3) 16d NAILS 10d NAILS @ 4" O.C. = FLOOR SHEATHING III OF LANDING FOR MAX. TO EACH@STUD. (C(2) PO WOOD FLOORING L (NOTCHED @ 2x6 :12 STRINGERS ONE I I I I STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS N EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR TO SLIDE DOWN TO W/ (2) %'x3" SDS NE @MID -SPAN I I I I Y ON TO BEAR DIRECTLY MASONRY WALL) FACE OF TRUSS EQUALLY S& I I I I BUILT UP COLUMN _ SPACED CENTERED I I / BELOW.ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS 35 CONNECTION III TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0" O.C. & UN WOOD OR MASONRY SDS WOOD SCREWS @ ANY OPENING WALL SEE PLAN FOR. EQUALLY c8 P.T. SPF #2 (MIN.) LET -IN MIN. (3)2x4 SYP #2 MORE INFO SPACED/CENTERED IN TRUSS SEE PLAN LAB cSTEN TO SLAB USING COLUMN 2x JOIST PER TRUSS TO OUTSIDE IN. (6) x EVENLY SCHEDULE FACE OF TRUSS PACED TAPCONS @MIN. VD DISTANCE OF 1-1/2 �� 2x P.T. BOTTOM PLATE HEIGHT LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR PER FLOOR PLAN N.T.S. 3T01 GENERAL LANDING & ST-0"3SECTION 0 HANDRAIL W/ —) STAIR FRAMING INFO SCALE: 3/4" -V -o" FLOOR TRUSSES SCALE: 3/4" =1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Q 0 J) O u - W. 2 h - B. O z O O a X w h= - O Z 0 _ F- W U CL W NILL! M� W Q \ ® •® see 11109 •/�i�d`d N W m� .• U- 1O -I W O� z o ¢ 0e = (J O r2•• z w R �m ®�®°®®e►r aAa®`N ¢ O CL LL ui �~ z UJ V5 �W N W Oor - `r ON 1-- z O UF - Op Uj W _LO I- 2 W F- 0 LU z Z 1 Z 0 m (0 T W Jrnr- ti z z °6H—zcn„�. rn W ZUI—OVr p — PU) WizCL - c z U� O J Q�0vi¢a J I _ U - Z CZ70WN¢ U LU W J W 2 L. W N Z Z ~ z w L J --' F LU w OF - 0 LO inZ ~ 0 � Q O 0 w Q W Wtl r JW W W Wao� CL z a W o U co W X � UJI � h- C3 W 0 IL 00 BLDG DESIGN: --- STRUCTURALENG: CNS DRAFTING: --�- -DESIGN: --- -STRUCT: MR 1 QC CHECK: MRB JOB No. PSQ-2171166 SCALE: AS INDICATED DATE: 07/19/17 ST1