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3953 Saltmarsh Lp 17-3139 (a)__ � � .' �� ��I�I I��!111�1iC�l1�l�IIU�I� II 1 I� . I 1 �.1�1.�.III,IVIII Il�ll La- �rr�rw LLL 4, M a N c Q CJ u ... C CD �®®®�u pr r r ►Al®®�r° o� 0°600000 �A. e°® 006 GD Q: ui 6 2as:, OD 0 z o ®/ �� •®®®666066®®° ! `♦ ©t' O ti E OM o U LL.. C � CO p} cli co j 't: a �a m N co 0 o �E 0E Lo coac�u- m �z 0 W. E � O U i a 1 I 1 I N fu cl ft o M p fn � LL :N Q g 0— I M I � O J O O N O C/9 M s- � 0� 000 N prcv N C M C ..., �j C 0 C a o Q C Lu in O 5 - ISSUE ISSUE DATE 1 09/20/2017 REVISIONS PROJECT: 16-0165 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SLAB PLAN III I�1,11I I I o L I -- I � _ I � _ I� ��I1111.LI,III � 30'-0", First 14'-0" 161.011 Plan "A SCALE: 1/8" = 1'0' (11x17) lle = 1'-0" (22x34) 4"-0" 14'•8" 1,,4„ u- SEGMENTS. ®®`011lllll2� 16.FRAME WALL SEGMENTS WHICH HAVE AN A/C COMP. ��® po u- 400 UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL `. e BE CONSIDERED SHEAR WALL SWS = SHEAR WALL (2) 3050 S.H. •®'••°••••• V SEGMENTS. p , 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL c O BE EQUIPPED W/ A 20 MIN. FIRE RATED SELF CLOSING ion 2 --- --- _44 _11* LESS THAN 13/8" THICKNESS AS PER FBC-R302.5.1. •� p b X10 'E OE "S �-- r�-- OO Z( O-. u- 0 Z ' z w z vg 18. INSTALL 5/8"" TYPE X DRYWALL ON GARAGE CEILING C E BENEATH HABITABLE ROOMS (TYP.) ¢ 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 N. i i M.P.H. r 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING � as N DEVICES INSTALLED. 0 4 Covered Lanai of DOOR NOTE KEY: It fu f m�� m 4-0 J w DOOR SIZE CALLOUT: o 20 = 2'-0" 40 B.F. = 4"1 BIFOLD 24 = 2'-4" 50 B.F. = 5'4" BIFOLD � p H.B. t t C � � O - M 28 = 2'-8" p 9"1 CLG. F.F.F. ; *, � Q w Ln O 0 - * ALL INT, DOORS TO BE V-8" TALL U.N.O. OR PER N BUILDER/CLIENT p 12'-8"" 8" 1,,,4," 80.010 Rl REVISIONS 6"$," Q F. PROJECT: 16.0165 SCALE: AS NOTED DRAVVN BY: JML & JFT NDOW SIZE CALLOUT: WINDOW FLOOR PLAN I 2040 = 2'-0" x 4'-0" X 2050 = 2'-0" x V-0" So 2060 = 2'-0" x 6'-0" . Dining Room INCHES AS PER THE EXAMPLE TABLE ABOVE: 1 * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF o� 914" CLG 8"-0"" x 8'-0" S.G.D. g -4" �— � rea a u ations N a 1 st floor: 1,186 sf m 2nd Floor: 1,227 sf Total Living: 2,413 sf entry: 99 sf uj covered lanai: 117 sf garage: 455 sf Y CL CDa Total Area: 3,084 sf N 5'-2" X-6" 31-4" 16,-81" 2" TOP EXT. LINE OF FLOOR ABV. _ \\ Gathering Room D.W. O �� 'X o °P a o �s9��� I N 9W CLG. a $ -� FRAME 34112" Kitchen KNEEWALL 4 I 9,-8"" 9' 4" CLG 2,„BELOW 36” BARTOP 16'-81" u=, B.F. c �4 �OU,NTERTOPS @ i (OPT)16 1/2" GYPSUM BO RDS 3wTCA6. ABV- i REF. i 5 SH APPLIED TO THEUNDER S�AIR SURFACE AND SIDES 774 61-801 1 1 $TOMOE ICD e M i; I I SLIDPgD CILG.I i Bed 2 I L L 9'-4" CLG. co , HANDRAIL @ 36" HT. 1 3,10„ "' 14'-10" 3'-10" X-10" 3'-0" 4,-0" 8" 2"•8" '-8" 1'-1Q" 4'-10" 8" ip eo ti RAILING @ 42" HT. - (/,%LL:a✓ Fo 9-4" CLG,' Vi4 er -� 9'4" CLG R & S °° 9'�4" CLG i I i i B.1 6 T. UB/ 3080 DR. "' o i I i 9.4 CLG u' WE (H? a ILL '4O w t N VANITY w/ MIR V BV. 411 o d1 t0 1� W. o � Jit „ 12'-10 3,,,0„ r.. M.T. 1 E11t1"V 94" CLG F.F.F. EULL HT. r WALL 3",4"" 2'-8„ 12141' 2'-4" UJ C> O? J tq — — _ 20'-8" 1 L LINE OF FLOOR ARV` _ _ — `� — — _` a► 1/2" GYPSUM BOARD"--_. -I �� APPLIED TO THE I GARAGE SIDE R ATTIC C? ---------------------- -- — _._ ------ ._-_ —.� — 2 2 Car Carafe c 9"1 CLG Fff. 1 r- i cn I H.B. 21 'V A," 41-811 1141031 /►1, �7"'V ' I ' 3"-01 16'-0" x 7'-0" GAR. DR. 161-0" 8,.011111 22'-0" Ir 301-0" First Floor Plan "A SCALE: 1/8" = 1'0' (11x17) lle = 1'-0" (22x34) 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 SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTSI CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE: 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SEPC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL. INTERIOR FRAME WALL DIMENSIONS TO BE 3 U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7" U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT V-0" U.N.O. LL9 15. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN V_ UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL � � Z BE CONSIDERED SHEAR WALL SWS = SHEAR WALL u- SEGMENTS. ®®`011lllll2� 16.FRAME WALL SEGMENTS WHICH HAVE AN ��® po u- 400 UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL `. e BE CONSIDERED SHEAR WALL SWS = SHEAR WALL o •®'••°••••• V SEGMENTS. p , 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL c O BE EQUIPPED W/ A 20 MIN. FIRE RATED SELF CLOSING ion 2 SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT o E 11 m 04 LESS THAN 13/8" THICKNESS AS PER FBC-R302.5.1. •� p b X10 'E OE "S �-- r�-- OO Z( O-. u- 0 Z ' z w z vg 18. INSTALL 5/8"" TYPE X DRYWALL ON GARAGE CEILING C E BENEATH HABITABLE ROOMS (TYP.) ¢ 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 N. i i M.P.H. r 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING � as N DEVICES INSTALLED. 0 4 N of DOOR NOTE KEY: It fu f m�� m 4-0 J w DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4"1 BIFOLD 24 = 2'-4" 50 B.F. = 5'4" BIFOLD � p 26 = 2'1 60 B.F. =8'-0" BIFOLD t t C � � O - M 28 = 2'-8" p 4—I♦ O CD 30 = V-0" z Q w Ln O 0 - * ALL INT, DOORS TO BE V-8" TALL U.N.O. OR PER N BUILDER/CLIENT p l EY:WIWINDOW NOTE KEY-.- REVISIONS e PROJECT: 16.0165 SCALE: AS NOTED DRAVVN BY: JML & JFT NDOW SIZE CALLOUT: WINDOW FLOOR PLAN UJ 2040 = 2'-0" x 4'-0" X 2050 = 2'-0" x V-0" z 2060 = 2'-0" x 6'-0" * ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE: g * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A MIN, OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). g rea a u ations Living: a 1 st floor: 1,186 sf m 2nd Floor: 1,227 sf Total Living: 2,413 sf entry: 99 sf uj covered lanai: 117 sf garage: 455 sf Y CL CDa Total Area: 3,084 sf N LL9 V_ � � Z �- vi cV u- ®®`011lllll2� .,rte ®• l� ��® po u- 400 co � • e ss U d : .. •®'••°••••• V .4c O O M O U U) ui v- I,- 'N O� CD m 04 � U) N O O •� p b X10 'E OE "S �-- r�-- OO Z( O-. u- rnW z w z vg � a E C E 0 Vj LU U � i i i � as N r N -p to V 40 - �M fu f m�� m 4-0 J i � p _ N C � � O - M _ QC 00 N d V N Ln C M ^ 4—I♦ O CD O in CL 7 -p N :o ' Q w Ln O 0 - ISSUE DATE 09/20/201'7 ISSUE REVISIONS e PROJECT: 16.0165 SCALE: AS NOTED DRAVVN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 4AR All Second, Floor: Plan- SCALE: 1/8" = TV (11x17) 1/4" = TV (2204) WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" 2050 = 2"1 x 5"-0" 2060 = 2"1 x 6'-0" * ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). W" �' 4 GENERAL NOTES KEY. R,. cz a- mD w ABBREVIATIONS: 2- INDICATES NUMBER OF DOORS. C _j . "t 2- INDICATES NUMBER OF WINDOWS. L co BUILDERS NOTE: MT - METAL THRESHOLD 1, CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. FR - FRENCH DOORS 2. DO NOT SCALE PRINTSI CONSTRUCTION TO BE FROM SL - SIDE LIGHT ®o= CIDw CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES FG - FIXED GLASS TR -TRANSOM Pap��`® ®®II1111I,e� SUPERVISION FOR CLARIFICATION. GB -GLASS BLOCK O PKT - POCKET DOOR CV OBS -OBSCURED GLASS j G TEMP - TEMPERED GLASS co UA to SH - SINGLE HUNG N < fl. cr) 04 DH - DOUBLE HUNG m()Nco p N ^ z HR - HORIZONTAL ROLLER 0 E'er BP - BYPASS ems•- oOQCLLL BF - BIFOLD H z a� z TYP. - TYPICAL �g SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, 0 cn _c it AND TRANSOMS ARE NOTED ON PLANS. W E NOTES: g 1. SAG RESISTANT DRYWALL ON ALL CEILINGS. C 2, ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. e DOOR NOTE KEY: C Q DOOR SIZE CALLOUT: 10 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'1 50 B.F. = 5'-0" BIFOLD fuP 0 c: O "•"i 26 = 2'-6" 60 B.F. = VI BIFOLD 28 = 2'-8" - Vtu - 30 = 3'-0" i.. u� '01- * ALL INT. DOORS TO BE 6'-8"TALL U.N.O.OR PER Coa, � ,• a BUILDER/CLIENT cm WINDOW NOTE KEY. WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" 2050 = 2"1 x 5"-0" 2060 = 2"1 x 6'-0" * ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). W" �' 4 -- uj R,. cz a- mD w 0 a Z �- !Lf .s? C _j . "t W a L co BUILDERS NOTE: 1, CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. w, 2. DO NOT SCALE PRINTSI CONSTRUCTION TO BE FROM a ®o= CIDw CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES a OR ERRORS TO BE REPORTED PROMPTLY TO Pap��`® ®®II1111I,e� SUPERVISION FOR CLARIFICATION. O CV co V j G co UA to m� co� N C�Cn N < fl. cr) 04 co -- uj R,. cz a- mD 0 a Z �- !Lf .s? C _j . "t L co 0%1111111111.' iC 'see z ®o= CIDw :.• ° Pap��`® ®®II1111I,e� O CV co V j G co UA to m� co� N C�Cn N < fl. cr) 04 m()Nco p N ^ z N Ctip•� 0 E'er ems•- oOQCLLL C �w H z a� z �g w a E 0 cn _c it W E 3 ino g C v C C Q L h n (� fuP 0 c: O "•"i z Vtu - i.. u� '01- rn Coa, � ,• a cm 48 O z z Z n Z C) � N M s.' Q� 00 N Ln a O C > "�. o c "G3 2 0 C Q w Ln O 5- z z Q ISSUE DATE 09/20/2017 REVISIONS < PROJECT: 16-0165 >- SCALE: AS NOTED z DRAWN BY: JML & JFT T DESIGNED BY: MJS FLOOR PLAN L03.1 FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. 12 12 61 16 9'-0" BRG. HT, @SECOND FLOOR T-8" HDR. HT. @SECOND FLOOR 'y 1x6 SMOOTH FINISH BAND (TYP.) 1x4 SMOOTH FINISH BAND 4:12 PITC O (TYP-) 7/8" TEXTURED CEMENTITIOUS —Z FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 10'-8" BRG. HT. @ T Y I Al=; oel� ENTR 10-8 3/4" FIN. FLL R. HTT . t--, Luui @ SECOND FLOOR or -4" 9'BRG. HT. J� -.6 ' O.H. 7 .H. IV 8'-0" HDR. HT. IV 00 1x6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP-) El 0 0'-0" FIN. FLR. JN � @SECOND FLOOR 7'-8" HDR. HT. @SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16- OSB. SHEATHING (TYP.) 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9-4- BRG. HT. IV 8'-0- HDR, HT, A It 0'-0" FIN. FLR. A 'I Front Elevation "A" SCALE 1/8" = l' -O -v (11X17) 114?' = TV (2204) 1 9'-0" BRG. HT. ew I u SECOND FLOOR OL7'-8" MDR. HT. @ SECOND FLOOR 10'8 3/4" FIN. FLR. HT. @SECOND FLOOR 91-411 BRG. HT. 8'-0" HDR. HT. SMOOTH FINISH BAND (TYP.) LIGHTING (TYP.) OL 0'-0" FIN, FLR. Rear Elevation " A" SCALE 1/8" T-101" (11x17) 1/4" = 1--0" (2204) 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4H 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. 1 ATTIC VENT CALL'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 &o OF VENTED SPACE. TOTAL VENTED SPACE: 2,331 = 7.77 SF. NET FREE 300 REQUIRED UPPER PORTION VEN ILATIO TOTAL: 3.108 TO BE PROVIDED w/ OFF RIDGE VENTS: 4VENTS §.695 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 4.662 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF, @0.074 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% OX V %.., I Roof Layout SCALE 1/8" = TV (11x17) 1/4" = T -O" (22x34) m CL m 110-11 FW— I F0— I F0— IN I IN I IN I =M Front Elevation "A" SCALE 1/8" = l' -O -v (11X17) 114?' = TV (2204) 1 9'-0" BRG. HT. ew I u SECOND FLOOR OL7'-8" MDR. HT. @ SECOND FLOOR 10'8 3/4" FIN. FLR. HT. @SECOND FLOOR 91-411 BRG. HT. 8'-0" HDR. HT. SMOOTH FINISH BAND (TYP.) LIGHTING (TYP.) OL 0'-0" FIN, FLR. Rear Elevation " A" SCALE 1/8" T-101" (11x17) 1/4" = 1--0" (2204) 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4H 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. 1 ATTIC VENT CALL'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 &o OF VENTED SPACE. TOTAL VENTED SPACE: 2,331 = 7.77 SF. NET FREE 300 REQUIRED UPPER PORTION VEN ILATIO TOTAL: 3.108 TO BE PROVIDED w/ OFF RIDGE VENTS: 4VENTS §.695 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 4.662 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF, @0.074 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% OX V %.., I Roof Layout SCALE 1/8" = TV (11x17) 1/4" = T -O" (22x34) m CL uj CL LL CD O E C'4 co 0 0 u -co C/) X I'-- co co > I m E 04 co 0 A) r 0 r0-- 6- j. ff 0 E Lo co aC CL u - Lu z 0 I0) -c w E z 0 4� U) :) LU u 13 N Q) co it 8 -4 E m ro V) C if 'o R 40 L- fu rn O C) m 401) C) .5 C) Ln 0 ty) C)O-' 00 r -j Ln O g5 L C) 401 C> M 0 C rN L- = Lu Ln 0 5 - ISSUE DATE 09120/2017 REVISIONS PROJECT: 16-0165 SCALE: AS NOTED P DRAWN BY: JIVIL & JFT DESIGNED BY: MJS ELEVATIONS "A" 12 61 9'-0" BRG. HT. 01 @ SECOND FLOOR - T-8" HDR. HT. _ @ SECOND FLOOR 1'-0' O.H. 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG._ HT. rL ALL HORIZONTAL & VERTICAL - Y CONTROL JOINTS PER ASTM 1063 8'-0" MDR. HT. 0" FIN, FLR. Left Elevation "A ,;rAI F- 1/A"= t -no (11x'17) 1/d" = tao (77x3d1 FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 112 9'-0" BRG. HT. rL O 9'-0" BRG. HT. @ SECOND FLOOR -- r � @ SECOND FLOOR 7'-8" HDR. HT. OL 7'-8" HDR. HT. @ SECOND FLOOR 2.-0.. ,.0" @SECOND FLOOR. 7/8" TEXTURED CEMENTITIOUS TYP. \ \ \ O.H. FINISH ON METAL LATH OVER C 7/16" OSB. SHEATHING (TYP.) J 12 D co 6 10'-8 3/4" FIN. FLR. HT. T „, 10'-8 3/4" FIN. FLR. HT. O @ SECOND FLOOR T @ SECOND FLOOR 914" BRG. HT. �� _ ALL HORIZONTAL & VERTICAL OL 9'-4` BRG. HT. CONTROL JOINTS PER ASTM 1063 8'-0" HDR. HT. ,� OL 8'-0" HDR. HT. 1'-0. 2'-0.. 1x6 SMOOTH FINISH BAND O.H. TYP. \ \ (TYP.) \ LEI El 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP) 0'-0" FIN.. FLR. ,� OL 0'-0" FIN. FLR, 9.'-0" BRG. HT. 6 10'-8" BRG. HT. N ,O --j 7 @ SECOND FLOOR @ ENTRY N T-8" HDR, HT. 10'-8 3/4" FIN. FLR. HT. o � @SECOND FLOOR @ SECOND FLOOR ITYRO.W e� 9'-4" BRG. HT. tE a 7/8" TEXTURED CEMENTITIOUS ® .` c� W x S••.....•°• FINISH ON METAL LATH OVER 4 i®rrnieee 12 7/16" OSB. SHEATHING (TYP.) O 0 OL 8'-0" HDR. HT. 4 0o 1x6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. K tea_ 05 W a d a M C M O z �a ¢a Za 0 W� av 4 L Lt. c: CL N Fa - w U NU a- 0 � F w� �a Za a w� F� z�c- 0Q oLL� va N Lu N vv uj � F w w� �c Y Z Wa in -a 6 10'-8" BRG. HT. N m @ ENTRY N 10'-8 3/4" FIN. FLR. HT. o � O @ SECOND FLOOR e� 9'-4" BRG. HT. OL 8'-0" HDR. HT. 4 0o 1x6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. K tea_ 05 W a d a M C M O z �a ¢a Za 0 W� av 4 L Lt. c: CL N Fa - w U NU a- 0 � F w� �a Za a w� F� z�c- 0Q oLL� va N Lu N vv uj � F w w� �c Y Z Wa in -a 05.A uj a N � O e� �y. zo 4f ® .` c� S••.....•°• i®rrnieee O 0 C� 04 O V _I N LL (o p) r. co N Q•Qm04 0 N cu V) co to p CD ^ N N Ctir` 0 E :S coLo cu Q LL u- m � .N w as z "C3 s w a� N w Uo N N `n d fo N a J E O th M M Ni ; E u - >-4-1 CDc M m Ln � M O J 0 O � N Uqlie O L- 00 00 N m u Ln ON c N O u- 0 L O fl. > 'C3 ai > C c 4 wnn Ln a ISSUE DAT 09/20/2017 REVISIONS PROJECT: 16-0165 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" 05.A 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 1 1/4" - 2" OR TO PROVIDE EQUIVALENT GRASPABILITY. 8. UNDER MIN. 6" WIDE @NARROW ENDO 9. 34'-38 HANDRAIL HT. 10. HEADROOM CLEARANCE MIN 6'-811 . TYP . BETWEEN STRINGERS - ATTACH TO SLAB wl 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4TOE NAILED TO STRINGER. STAIR CONNECT. SCALE: Me = T-0" (11x17 11/2' = 1'-0" (22"x34") 10" 1x8 SKIRT BD. 2x12 TREADS CUT TO FIT 1„ 112" PLOD. BLOCKING 2 X12 STRINGERS DATA: TOTAL RISE: 10-8 314" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) S2 TREAD (Mr"RI SER DETAIL- �Q0-6--I)SCALE: 3/4" = T-0" (11x17) 11/2" = TV (2204) 3l4" PLYWD. SUB -FLOG 2x JOISTS 16" O.C. MAX 2x LEDGER ATTACHED TO STUDS wl (2)12d NAILS @ EACH STUD HUS26 JOISTS TO LEDGER 2)'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY - TO BE PLACED DIRECTLY UNDER LEDGER S4 SANDING CDETAIL 06 SCALE: 3/4" = TV (11x17) 11/27 = TV (2204) PLATFORM FRAMING 1 x8 CAP CASING. 2x4 @ 24" O.C. SHEETROCK BOTTOM PLATE PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT)• finn Stair Sec Il L�l! .411. PRE-ENGINEERED ROOF TRUSSES SCALE 3/8" = 1'-0" (11X17) 3/4" = 1'•0' (2204) rs HALF W ALL DETAI L 06 SCALE: 3/4" = T-0" (11x17) 11/2" 1'-0" (2204) p' dI uj F z P 0 3/4" PLYWD. SUB-FLOOR------� f -i cn PRE-ENGINEERED FLOOR TRUSSES 24" O.C. (SEE TRUSS LAYOUT) m @ SECOND FLOOR lLj 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO " `uj FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ @ EACH END OF LEDGER TOE -NAILED TO STRINGER. 7'-8" HDR. HT. v C) c; @ SECOND FLOOR an rS_3"� irs®r�® ®®®®�r 06 HANDRAIL R311.7.8 u.i W cc cd; Z0z: y �- 5TH EDITION - FBCR (2014) e 34"-38" ABV. TREAD NOSING I M p ON OPPOSITE WALL. S5 U 10'-8 3/4" FIN. FLR. HT. C 06 0 Ci Ir" a, @ SECOND FLOOR aj o 9'-4" BRG. HT. m (0 ( ,s c r- co 8'-0" HDR. HT. 0 ELO x� 000a-Iz Lu E a rn Ez M 1� cofl I (3) 2 x 12'S c U S2 STRINGERS Li ` °N 06 EQUALLY L i S3 SPACED L 4 /til 06 h M O M L = NV CD L >� . � 1/2" GYPSUM M m �' o c:f� .—I M _ BOARDS 46 J z — — — — S 1 APPLIED TO ALL M '' UNDER STAIR r; 06 o SURFACE AND Ln M i . 0000 N SIDES O co 0'-0" FIN. FLR. — >C m C w `Z W Ln i Q d m w. F W 31.611 9'*2" o z LANDING 11T @ 10" SCALE 3/8" = 1'-0" (11X17) 3/4" = 1'•0' (2204) rs HALF W ALL DETAI L 06 SCALE: 3/4" = T-0" (11x17) 11/2" 1'-0" (2204) p' dI uj F z P 0 3/4" PLYWD. SUB-FLOOR------� f -i cn PRE-ENGINEERED FLOOR TRUSSES 24" O.C. m lLj 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO " `uj FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ @ EACH END OF LEDGER TOE -NAILED TO STRINGER. r STAIR CONNECT. @ FLR. TRUSS to 06 SCALE 3/4'° = Y•0" (11x17) 11/2" = Y.0" (2204) STRINGER TO FLOOR TRUSS Stair Details � SCALE: 3/4" = 1'-0" (11x17) 11/2" = T-0" (22x34) o 0 ~ C9 cV r 00 1414 v C) c; J an t ►'r N i e irs®r�® ®®®®�r 40 u.i W cc cd; Z0z: y �- gyp,••..... e C) I M p U .J U-cocn C 0 Ci Ir" a, aj o m (0 ( ,s c r- co 0 ELO x� 000a-Iz Lu E a rn Ez J o0 cofl I c Li L i L 4 /til d J h M O M L = NV CD L >� . � -E o M m �' o c:f� .—I M _ 46 J z CN 5 o Ln M i . 0000 N O .00 >C m C w `Z W Ln i Q d m w. F W o z F ISSUE DATE 09/20/2017 FS0 REVISIONS < PROJECT: 16-0165 z SCALE: AS NOTED DRAWN BY: JML & JFT — DESIGNED BY: MJS SECTIONS OPTIONAL OVERHEAD SERVER GENERAL NOTES KEY. SAME AS UNDERGROUND 150 AMP 1. OWNER TO VERIFY EXACT LOCATION OF SERVICE 4/0 SCR AL FLOOR OUTLETS IN FIELD. AMP NEMA 3 METER SEE FLOOR PLAN FOR FUSE SIZE 2. LOCATION OF FIXTURES AND /COR OUTLETS MAIN AIC DISC. ARE SUGGESTED LOCATIONS AND MEET DISC. MOST LOCAL CODE REQUIREMENTS. Lj #14 COPPER TO LIGHTS AND OUTLETS ADDITIONS OR ADJUSTMENTS MAY BE MADE #10 COPPER TO WATER HEATER BETWEEN THE OWNER AND BUILDER IN THE TYP. #8 COPPER TO RANGE FIELD. ELECTRICAL #8 TO AIC 3. . ALL OUTLETS IN THE KITCHEN OR UNDERGROUND BATHROOMS TO BE GFI PROTECTED. SERVICE BY (20 CIRCUITS) POWER CO. 4. ALL OUTLETS OVER COUNTERTOPS TO BE — — — — -- -- _-- 42" A.F.F.(U.N.O.). A #2 -GROUND TO (2) 518" RODS (6' APART) ALSO 5. ALL SMOKE DETECTORS ARE TO BE HARD SERVICE TO BE BONDED TO FOOTING STEEL WIRED AND INTERCONNECTED. NOTE: 6. 8' H. VANITY LIGHTS IN MASTER BATHROOM. A I ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 7.7'H. VANITY LIGHTS IN ALL OTHER BATHROOMS. F WP GF 8. ALL OUTLETS NOTED IN BEDROOMS MUST BE 150 AMP ELECTRICAL RISER AFL PROTECTED. �` . `_.._. • AFi��''ViAF NOTES: 4 RECESS THIS DIAGRAMATIC PLAN IS INTENDED TO . LIGHTS SHOW LIGHTING AND CONVENIENCE OUTLETS --� _- ONLY. — \jPENDANT IT IS THE ELECTRICAL CONTRACTORS 6 6 F T LIGHTS \. / RESPONSIBILITY TO VERIFY THE REQUIREMENT (PRE -WIRE) IAND LOCATIONS OF ALL ELECTRICAL PRE -WIRE EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) CLG. FAN/LITE � I AND PROVIDE AND INSTALL COMPLETE AJFELECTRICAL SERVICE AS REQUIRED. r r @ 66" A.F.F. I �I I o J j ELECTRICAL KEY: LOW -1 / \ FI I CEILING MOUNTED LIGHT PULL CHAIN LIGHT F, ----- I i _ i FC F 42" 4 GFI F''I i 42" i � RECESSED LIGHT L- -� A WALL MOUNTED LIGHT I-rlc I I I A r AIBV.I I I I ® WALL WASH RECESSED _I I I / PRE -WIRE DUPLEX RECEPTACLE J \ A F ' CLG. FAN/LITE AI ,�� q _� 220 V RECEPTACLE I I L rr 1/2 HOT, 1/2 SWITCHED _ - — - — — — —WATER WATER PROOF RECEPTACLE S.D. 0 WP F FLOOR RECEPTACLE o F r F = PRE -WIRE FOR CLG. FAN I. =@GF1 GROUND FAULT INTERRUPT o — — -I WALL SWITCH F C.M.S,D. Q W 2.. ( _ _ _ 3 -WAY SWITCH N �� C9 I I i 4 r �d DIMMER SWITCH W �__ =gyp ! H TELEPHONE JACK a r-- ,, V.P. ¢. P / i 4 n CABLE JACKLid GF i L_ Dill 2.. n vi 42" GFI ® PRE -WIRE GARAGE DOOR OPENER I � � I-- FLUORESCENT LIGHT ELECTRICAL PANEL m w BM CHIME z N 1-C] DOOR BELUGARAGE DOOR SWITCH DISCONNECT SWITCH L-- -- -- — 0 - ELECTRICAL ELECTRICAL METER I - S.D. SMOKE DETECTOR z I Q C.M.S.D. CARBON MONOXIDE DETECTOR/ I 2,. SMOKE DETECTOR COMBO ------------ FI r — ..,_ — — - CEILING FAN -I � I I � _�•1 _ WALL SCONCE QQ o \ I I O O O CHANDELIER V, SPOT LIGHT r M DIGITAL FLUSH MOUNT FLUORESCENT LIGHT x KEYPAD / w �•- . -,' FAN/LIGHT COMBINATION � GARBAGE DISPOSAL MOTOR FloorSPEAKERFirsta trcal Q JUNCTION BOX04 0 SCALE 1/8" = T-0" (11x17) 1/4" = 1'-0" (2204) (Q L.V. Low VOLTAGE 25 V.P. VAPOR PROOF 95 A.F. ARC FAULT PROTECTION io� s n z i W W z z r S a ca ,, m o W i� O r" G� C7 O M U N _.! LL C (o U)NT�•N I`+ co > � CA N U) C (oO "�Z .r. ± c Q 00 u- rn� w z a� a W o� o a N 0E=M M N -- V >- u - -a -L, o CD M L �n � o C N Cf- C O to M '- LIC 00 a c -� N N Ln O �a>a; © c C C N Q w Ln O = 0- , ii ISSUE DATE 09/20/2017 oREVISIONS PROJECT: 16-0165 SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 1 F V.P. ° 42" --.._._ _ ------- LFI C.M.S.D. (D A FV 0-S ORE -WIRE A BELOW III CLG. FAN/LITE AFqP S.D. Q C.M.S.D. SCALE: 1/8" = TV (11x17) 1/4" = T -q" (2204) OPTIONAL OVERHEAD SERVER GENERAL NOTES KEY: SAME AS UNDERGROUND 150 AMP 1. OWNER TO VERIFY EXACT LOCATION OF SERVICE FLOOR OUTLETS IN FIELD. MP A 410 SCR AL. NEMA 3 2. LOCATION OF FIXTURES AND / OR OUTLETS METER SEE FLOOR PLAN FOR FUSE SIZE MAINAIC DISC. ARE SUGGESTED LOCATIONS AND MEET DISC. MOST LOCAL CODE REQUIREMENTS. #14 COPPER TO LIGHTS AND OUTLETS ADDITIONS OR ADJUSTMENTS MAY BE MADE #10 COPPER TO WATER HEATER BETWEEN THE OWNER AND BUILDER IN THE TYP. #8 COPPER TO RANGE FIELD. ELECTRICAL - - #8 TO A/C UNDERGROUND PANEL 3. ALL OUTLETS IN THE KITCHEN OR SERVICE BY (20 CIRCUITS) BATHROOMS TO BE GFI PROTECTED. POWER CO. 4. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 5. ALL SMOKE DETECTORS ARE TO BE HARD SERVICE TO BE BONDED TO FOOTING STEEL WIRED AND INTERCONNECTED. NOTE: 6.8'H. VANITY LIGHTS IN MASTER BATHROOM. ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 7,7'H. VANITY LIGHTS IN ALL OTHER BATHROOMS. 8ALL OUTLETS NOTED IN BEDROOMS MUST BE 150 AMP ELECTRICAL RISER AFI.. PROTECTED. NOTES: THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL KEY: CEILING MOUNTED LIGHT PC PULL CHAIN LIGHT 0 RECESSED LIGHT WALL MOUNTED LIGHT ® WALL WASH RECESSED DUPLEX RECEPTACLE 220 V RECEPTACLE 1/2 HOT, 1/2 SWITCHED P� �WP WATER PROOF RECEPTACLE o FLOOR RECEPTACLE w. PRE -WIRE FOR CLG. FAN ; Wi :::OGFI GROUND FAULT INTERRUPT o F ' WALL SWITCH z 3 -WAY SWITCH cn . cza, �p DIMMER SWITCH ui H TELEPHONE JACK ui Q' H CABLEJACK o vi PRE -WIRE GARAGE DOOR OPENER CLH k-= FLUORESCENT LIGHT uj uj z ELECTRICAL PANEL w ® CHIME to 1-1] DOOR BELUGARAGE DOOR SWITCH o L= DISCONNECT SWITCH a ELECTRICAL METER w Q S.D. SMOKE DETECTOR (� C.M.S.D, CARBON MONOXIDE DETECTOR/ SMOKE DETECTOR COMBO a. 0 CEILING FAN 5 0 _ WALL SCONCE QQ � f}40 CHANDELIER r (Uj � W >- SPOT LIGHT � M w FLUSH MOUNT FLUORESCENT LIGHT z V) w �0 FAN/LIGHT COMBINATION 4 GARBAGE DISPOSAL MOTOR y ® SPEAKER CJ JUNCTION BOX o N (� LN. LOW VOLTAGE _ c� V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION 0 08.1 O ''r N M V �- co U) C6 CD Q •L-0) CL M 04 Ri U) N Cfl CO O .r.� C � r. � N N o�O• 0 E L cuX 0001u- Z �g m o a s rn oc E W "1 N W � U o C Li c c c z W N E 5 �✓ 'ro c'�n M M y N a V > . "D f ` r. O L. � cr, c M K co��v, J n y � M x U 0 C a o � 0 •� CL .,a C C NO u3 Ln 0 .0 a naolw w z ■ ISSUE DATE 09/20/2017 080 REVISIONS PROJECT: 16-0165 >- SCALE: �E AS NOTED DRAWN BY: JML & JFT Z DESIGNED BY: MJS I�rMI ELECTRICAL LAYOUT 08.1 1' III I'� I� II" IIAI �411Cp �q it I �I i III I,i;'4�II1 ;Ilii � i�iq:l � li I: �Ilf. iilil lii,.li ii Ia � �., I i I i. i _ _...._ .... _ .., _M... �, . ,......,..,,. .. ... ..,.. ..: ............... _..:,. i �' h ... . I �._ _ _._ _.__........ t � _...._. ...___... ,.... _... _.:_ � ._.._i._ � I IL ' I i' I i _� <,. _ _ _ _ _ __.:—_ 1L _�. _ � _ �' i ___ I l_ I � �L��il 1, �V.i _ __.. .lL--___ --- ._. _ __._ ....._..,.0 __ ... _ ......,. _._ _...._ _ _ _ ._. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. ENGINEERED LUMBER FIELD REPAIR NOTES GENERAL 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL TOP CHORD: Lr = 16 PSF LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DL = 7 PSF (SHINGLE TYPE ROOF COVER) NOTES ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 1. OMITTED REBAR DL r 14 PSF (TRUSS OVERBUILD) CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BOTTOM CHORD: DL = 5 PSF VALUES AS FOLLOWS: DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR FOUNDATIONS COLUMNS BEAMS STUD INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF E = 1,700,000 Ib/in a U.N.O. E = 2,000,000 Ib/in a U.N.O. E = 1,500,000 Ib/ina U.N.O. MANUSINSTRUCTIONS, ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED ' MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM Fb = 2650 Fb = 3000 Fb = 2200 FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 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 ATTIC WITHOUT STORAGE = 10 PSF BEND). ATTIC WITH LIMITED STORAGE = 20 PSF Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 2. STRAPS/CONNECTOR SUBSTITUTION THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE Fc 1= 450 Fc 1= 900 Fc j = 450 MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 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. CEILING CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE 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 U.N.O. 4. METAL STUD SUBSTITUTION -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN 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 LIVING SPACE IS ABOVE THE GARAGE. 5. OMITTED J -BOLT 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, MEANS AND METHODS -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. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE MIN. 7" EMBEDMENT. ASTM A-615 GRADE 60 CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE -1/2''4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1 AxW1.4 ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN FRAMING PLANS /DETAILS ALONG W/ CONNECTOR &COMPONENT MANUFACTURERS 6. MORTAR JOINTS THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND -FOR BED JOINTS 1'/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. -FOR HEAD JOINTSl GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND UNDER STAIR PROTECTION 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) "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 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 (12.7MM)` GYPSUM BOARD. -FOR BLOCKS NOT STAGGERED, GROUT FELL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 AT EACH END SHALL BE PROVIDED. WI H PRE SURE TREATED WOOD METAL COATINGS FOR USE T S VERT. REINF. IN EA. CELL, CONT. PER PLAN. 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 IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 7. OVERHANGING CMU WALL CENTER TO UPPER 1/3 OF THE SLAB. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. BOLTS AND THREADED RODS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES CELLS PER PLAN. 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 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 FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN,DIAMETER USED AS MINIMUM G50 ZINC COATING IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. SCALE: OR COPPER, FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PRESERVATIVE WOOD TREATER. STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. OF PRESSURE TREATED WOOD. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS MASONRY WALL CONSTRUCTION PREFABRICATED WOOD TRUSSES SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC, SLIP CRITICAL (SC) O -� MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N; TYPE2,BOLTS 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL I 2 CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH G OF 0 00 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 PSI (f m = 1900 PSI) CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 .FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. � ,� UNO. �s SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 5. VERTICAL REINFORCEMENT SHALL DRAW WITH CELLS NOTED ON THE (NGS AND STRUCTURAL PLANS FOR MORE INFO. SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, RADE FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE 2. TRUSSES SHALL BE DESIGNED BY MINERS METHODOLOGY FOR LONG SPAN TRUSSES TO FASTENERS, LOAD, AND TOLERANCES. PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE TRUSS ENGINEER OF RECORD 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED), POSITIONERS IN MIDDLE OF WALL LATEST EDITION OF ANSI TPI 1. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. 4.- BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MANUFACTURER UNLESS NOTED ON PLANS COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL. CONFIGURATION OF 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED TRUSSES ONLY WEB MEMBERS ARE NOT SHOWN BUT SHALL BE DESIGNED BY ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" TRUSS DESIGN LOADS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL TOP CHORD: Lr = 16 PSF LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DL = 7 PSF (SHINGLE TYPE ROOF COVER) CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING DL r 14 PSF (TRUSS OVERBUILD) CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BOTTOM CHORD: DL = 5 PSF 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MINIMUM FLOOR DESIGN LIVE LOADS: CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ C) DECKS = 40 PSF D) STAIRS = 40 PSF EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. CONSOLIDATION. MINIMUM FLOOR DESIGN DEAD LOADS: WOOD CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN GENERAL LOADING: SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) ATTIC WITHOUT STORAGE = 10 PSF 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. ATTIC WITH LIMITED STORAGE = 20 PSF STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED GUARDRAILS 1N -FILL COMPONENTS = 50 PSF REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS LUMBER ISNOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) -ADDIT'L BRACING & BLOCKING PER SCSI -1 & TRUSS MANUFACTURER'S DWGS CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING SHALL BE TREATED IN THE FIELD iN ACCORDANCE WITH AWPA M4. - -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY 12d TOENAILS EACH END. DURABLE OR PRESERVATIVE -TREATED WOOD. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 BY OTHERS. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS HOLES OVER 1" IN DIA FOR PLUMBING LINES; ETC. SHALL BE REPAIRED WITH SIMPSON DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST HSS2 STUD SHOES, TYP U.N.O. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR TABLE WITHIN BCSI-133). STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND IS TO BE PRESSURE TREATED. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT BOTTOM TO TOP W (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOODEN TOP PLATES. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL --- BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMAT) 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 o WIND PRESSURE &SUCTION EFFECTIVE STRUCTURAL NOTES U_ (PSF) WIND VALUE DENOTES PRESSURE AREA (SQ FT)+) - VALUE DENOTES SUCTION AREA 4G) O W (+) 21.2 (+) 21.2 10 (- 22.9 (-) 28.3 a (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 O J (+) 19.0 (+) 19.0 50 -) 20.8 (-) 23.9 100 (+) 18.0 O 18.0 � - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" + + _j (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ka 55 a 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 CSF DRAWINGS SHEET SHEET TITLE0 0 LL - W o w SC STRUCTURAL NOTES U_ S1A FOUNDATION PLAN `0 Z > O J tl UJ Q� U) W S2A DOWEL PLACEMENT PLAN O S3 FOUNDATION DETAILS a S4A LINTEL PLAN fY w S5A FIRST FLOOR FRAMING PLAN C O J Q S6- NOTES &CONNECTOR LEGEND I= � S7A ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS _j SD3 GENERAL DETAILS Q M w IX SD4 GENERAL DETAILS a SD5 2 -STORY DETAILS �i U U_ S D6 2 -STORY DETAILS 0 UJ z ST1 GENERAL STAIR DETAILS °Fn toQ N Z ...�...��. d 0. 1- kIX N U BLDG DESIGN: --- STRUCTURAL ENG: MCD tQ U_ DRAFTING: Z O --- UQc� O -STRUCT: DJ W QC CHECK: Z h- JOB No. w z SCALE: O 0 Z 0 W CO 0 a.Z O MASTER UPDATES O -� Z NUMBER DATE DESCRIPTION INTIALS F- 1 3/1/2017 CREATED ELEV A, B, & C DP 2 4/24/2017 ADDED PADS TO SIDES OF SGD OPENING AT REAR, MADE DP BEDROOM #5 OPT AND LOFT STANDARD, & QC CLEAN UP 3 8/30/2017 ELEVATION A & C ARCHITECTURAL & TRUSS UPDATES PER WP -8 DP & 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 WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING N, y p 1111111111 W rn co 00 co w �' - _„� Z Q C1 -� d%'••.m.e®.••' �' Uj o co `../ O U J • e - Q 0 Z UU c O � a g d c� w p �j T_ V Z {Q Cs P • V O- z w LO W 0 O U 0 z ..a m �+ ♦ Z LU" tion LLI -i L 0 0 W " G Z U H O 0 W 0�wz`° v, .J 5<00'^ 3 L.L Q<¢�OO 1= U 0 1- ~ U_ C'I U3 C,4 Lu 0 C.) W � 2 _ F- I.L.. ..... w 2 W O W a o� 0 o o w -� > O J tl UJ Q� U) W LLJ W �WOC W Q W _j w =U� U ��_ UJ m toQ N Z ...�...��. 1- 0- C.. N BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: DJ QC CHECK: MRB JOB No. PSQ-2171609 SCALE: AS INDICATED DATE: 09/25/17 SYMBOLS LEGEND FOUNDATION NOTES: W 30'-0" F- ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN, 6 MIL: APPROVED VAPOR BARRIER. ALL JOINTS TO BE CONT. FTG. TO TIE BEAM (8-0 O.C. MAX U.N.O.) LAPPED MIN, 6" AND SEALED. 22 • INDICATES GROUT FILLED CELL WITH 2 VERT. GRADE 60 #5 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1AxW1.4 WELDED WIRE MESH j O PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL CONT. FTG. TO TIE BEAM. (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR LU EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 1- 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Q 0 3, VERT, #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LAP SPLICES SHALL BE NO LESS THAN 30". O 00"GRADE 60 #5 CONT. FT.G TO TIE BEAM. (n Z 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR O O RECESSING DOOR SILLS. _ 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a CL 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARELU SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 0 (� r" CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U) THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR _j Ljj USE ALTERNATE APPROVED METHOD. Q H 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY s COMMUNITY & COUNTY CODES. 'S W 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALW W SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE ,J AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS,�W M U ®®..•••.®®� 9. NO WOOD STAKES PERMITTED IN FOUNDATION. `�",' •, ��c� j '`� i j �- '�i�'00 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q a� ®6p'ZY Ci DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TOs © r- " ; -� Z DETERMINE STEP LOCATIONS IF REQUIRED ;. , V �a� ¢ cc� .¢ = C) .. • H < 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS FW10 -•;�� AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD LL4.�;•®0®oo•�� Q FOOTING STEP DOWN AND CORNER INFORMATION. ®�� t� �•'"»jO®�®��®®�® WW, 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE LL ����I11E1a91A®�® SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH LL PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Z F01 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER O U S3 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS j U FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL W • CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 0- © o1�y co FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. Ld SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS; U 3J COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS _ r DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). = 4 © Z THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS CD W C0 o O BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 h'� PSF. �C 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TOUjj Z `~ DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE to T' 1 STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND U. �t �w••/ FOOTING SIZES PENDING DEPTH OF STEMWALL Z N •y9 0 p Y' FOOTING SCHEDULE Q o 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. i W O 1� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. w BARS & 3"MIN. COVER TO EDGE OF CONC. W 12 x24 x12" dp w/#5 s EQUALLY SPACED EA.O F01 0 1A WAY MIN, 2" HORIZ. CLEARANCE BETWEEN 24"SIDE @3" O.C. & MIN S3 "T BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL 6" O.C. 12Uj C7 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z Z O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN, COVER TO EDGE OF CONC. _ z 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. O m 2,3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. UV r o BARS & 3" MIN. COVER TO EDGE OF CONC. d Z W J �'- U' 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. Z Uj z � r� r- E 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. W Z _j < 06 H CO - 8 O BARS & 3 MIN. COVER TO EDGE OF CONC. .j<[ O ' c 32"x32"x12" dp w/ #5's EQUALLY SPACED EA.O Z_ O Q w ? ID N 2.6 00 WAY MIN. 2 M HORIZ. CLEARANCE BETWEEN IN E.W.(5) # 5 I-- V) c JCA(� BARS & 3" MIN. COVER TO EDGE OF CONC, 0 Z Z O O � '�o " 2.6 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z U) O 2 g .. AM c O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z z 1,- P Uj w o BARS & 3" MIN. COVER TO EDGE OF CONC. Q O O < < W Z O � O42''x42"x12" dp w/ #5's EQUALLY SPACED EA. U LL z 1 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. p Q L � va BARS & 3" MIN, COVER TO EDGE OF CONC. Z I'" LL N -� wNaG 42"'x42"x16 ZO dp w/ #5's EQUALLY SPACED EA. W z U WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 1., f- Z 48"x48"'x12" dp w/ #5's EQUALLY SPACED EA. Q 4O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. I- W 0� 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. _ W 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. F - BARS & 3" MIN. COVER TO EDGE OF CONC. U) 48"x48"44" dp w/ #5's EQUALLY SPACED EA. O 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 31' MIN. COVER TO EDGE OF CONC. Uj�( 5742"x12" dp w/ #5's EQUALLY SPACED EA. z Z 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. © 54"'x54"'x16" dp w/#5's EQUALLY SPACED EA, Q 0 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W W LU 54"x54"x24"dp w/#5's EQUALLY SPACED EA. W J WAY MIN. 2,HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U L W re F02 BARS & 3" MIN. COVER TO EDGE OF CONC. O 'Q 60"x60"x16" dp w/#5"s EQUALLY SPACED EA.W S3 C 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U) W O W V BARS & 3 MIN. COVER TO EDGE OF CONC. W °P 66"x66'"x16" dp w/#5's EQUALLY SPACED EA. H 'Q W d WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. W _ (, BARS & 3" MIN. COVER TO EDGE OF CONC. a U ( Q LLJ W m CA 0 W Z ~ 12 Lal. N BLDG DESIGN: - STRUCTURAL ENG: MCD DRAFTING: -DESIGN: -- -STRUCT: DJ QC CHECK: MRB JOB No. PSQ-2171609 SCALE: AS INDICATED FOUNDATION PLAN DATE: _ - 09/25/17 - 1/4"=11-011 0 1 A ,,.._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. 14'-0" 16'-0" 15'-4" 811 ' A/C PADF01 2.6 S3 ■ ■ ■ ■ FrmU_ ■ �.. PAVERS 2.6 0 Cq NJ ( U_ U F01 � _ C14 S3 0 a M F01 .- (-)0'-4' iS3 ■I ■ • • ■ 4 --� ■. I I F11 2 I S3 N9"-8f" C77 6'-41' ■— N —T 4" THICK CONC. SLAB W/ �\ FIBERMESH. OVER 6 MIL VAPOR BARRIER OVER o COMPACTED FILL. \ \ ;L . I ■ 0'-0" FIN. FLRZD (b 0 5'-4 1/2" 7'-1 1/2" (2 -STORY FTG) 5'-6" 12'-0" ■ F06 2.3 3 S3 F- 4 _I 2 ■ _ I o F06 �L_) �� 10-10 "" 1 M � I I L_ L_ J_ ._.L _l rl -J J � " ■ zo ■ I 4'-3 3/4" 3'-8 5/8" T-3 5/8" 7'-10" 10'-10" ■ F06 oF06 S3 n, 1 S3 I / I■ � 7h F06 ■ I S3 FL F1 _ N� S3 N o � r, 2.6 0 ■ ■ ■ ■ F05 S3 V_ N 0 ■ 0"-4 "" — ■ ■ ■ FO. Y ,, N S3 2.6 ■ . 17) PAVERS is I I 18'-4", 3'-8" ■ 2 0 N r " ti ■ I I ■ 00 F02 S3 L. F13 s3 I • ■ • • • DO D DO D "_O"" " 6'-41 8"r 3"-01" 16'-0" 3'-0" 8'-0" 22'-0" 30'-0" ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN, 6 MIL: APPROVED VAPOR BARRIER. ALL JOINTS TO BE CONT. FTG. TO TIE BEAM (8-0 O.C. MAX U.N.O.) LAPPED MIN, 6" AND SEALED. 22 • INDICATES GROUT FILLED CELL WITH 2 VERT. GRADE 60 #5 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1AxW1.4 WELDED WIRE MESH j O PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL CONT. FTG. TO TIE BEAM. (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR LU EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 1- 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Q 0 3, VERT, #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LAP SPLICES SHALL BE NO LESS THAN 30". O 00"GRADE 60 #5 CONT. FT.G TO TIE BEAM. (n Z 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR O O RECESSING DOOR SILLS. _ 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a CL 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARELU SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 0 (� r" CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U) THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR _j Ljj USE ALTERNATE APPROVED METHOD. Q H 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY s COMMUNITY & COUNTY CODES. 'S W 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALW W SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE ,J AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS,�W M U ®®..•••.®®� 9. NO WOOD STAKES PERMITTED IN FOUNDATION. `�",' •, ��c� j '`� i j �- '�i�'00 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q a� ®6p'ZY Ci DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TOs © r- " ; -� Z DETERMINE STEP LOCATIONS IF REQUIRED ;. , V �a� ¢ cc� .¢ = C) .. • H < 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS FW10 -•;�� AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD LL4.�;•®0®oo•�� Q FOOTING STEP DOWN AND CORNER INFORMATION. ®�� t� �•'"»jO®�®��®®�® WW, 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE LL ����I11E1a91A®�® SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH LL PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Z F01 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER O U S3 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS j U FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL W • CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 0- © o1�y co FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. Ld SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS; U 3J COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS _ r DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). = 4 © Z THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS CD W C0 o O BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 h'� PSF. �C 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TOUjj Z `~ DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE to T' 1 STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND U. �t �w••/ FOOTING SIZES PENDING DEPTH OF STEMWALL Z N •y9 0 p Y' FOOTING SCHEDULE Q o 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. i W O 1� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. w BARS & 3"MIN. COVER TO EDGE OF CONC. W 12 x24 x12" dp w/#5 s EQUALLY SPACED EA.O F01 0 1A WAY MIN, 2" HORIZ. CLEARANCE BETWEEN 24"SIDE @3" O.C. & MIN S3 "T BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL 6" O.C. 12Uj C7 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z Z O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN, COVER TO EDGE OF CONC. _ z 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. O m 2,3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. UV r o BARS & 3" MIN. COVER TO EDGE OF CONC. d Z W J �'- U' 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. Z Uj z � r� r- E 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. W Z _j < 06 H CO - 8 O BARS & 3 MIN. COVER TO EDGE OF CONC. .j<[ O ' c 32"x32"x12" dp w/ #5's EQUALLY SPACED EA.O Z_ O Q w ? ID N 2.6 00 WAY MIN. 2 M HORIZ. CLEARANCE BETWEEN IN E.W.(5) # 5 I-- V) c JCA(� BARS & 3" MIN. COVER TO EDGE OF CONC, 0 Z Z O O � '�o " 2.6 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z U) O 2 g .. AM c O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z z 1,- P Uj w o BARS & 3" MIN. COVER TO EDGE OF CONC. Q O O < < W Z O � O42''x42"x12" dp w/ #5's EQUALLY SPACED EA. U LL z 1 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. p Q L � va BARS & 3" MIN, COVER TO EDGE OF CONC. Z I'" LL N -� wNaG 42"'x42"x16 ZO dp w/ #5's EQUALLY SPACED EA. W z U WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 1., f- Z 48"x48"'x12" dp w/ #5's EQUALLY SPACED EA. Q 4O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. I- W 0� 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. _ W 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. F - BARS & 3" MIN. COVER TO EDGE OF CONC. U) 48"x48"44" dp w/ #5's EQUALLY SPACED EA. O 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 31' MIN. COVER TO EDGE OF CONC. Uj�( 5742"x12" dp w/ #5's EQUALLY SPACED EA. z Z 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. © 54"'x54"'x16" dp w/#5's EQUALLY SPACED EA, Q 0 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W W LU 54"x54"x24"dp w/#5's EQUALLY SPACED EA. W J WAY MIN. 2,HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U L W re F02 BARS & 3" MIN. COVER TO EDGE OF CONC. O 'Q 60"x60"x16" dp w/#5"s EQUALLY SPACED EA.W S3 C 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U) W O W V BARS & 3 MIN. COVER TO EDGE OF CONC. W °P 66"x66'"x16" dp w/#5's EQUALLY SPACED EA. H 'Q W d WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. W _ (, BARS & 3" MIN. COVER TO EDGE OF CONC. a U ( Q LLJ W m CA 0 W Z ~ 12 Lal. N BLDG DESIGN: - STRUCTURAL ENG: MCD DRAFTING: -DESIGN: -- -STRUCT: DJ QC CHECK: MRB JOB No. PSQ-2171609 SCALE: AS INDICATED FOUNDATION PLAN DATE: _ - 09/25/17 - 1/4"=11-011 0 1 A ,,.._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. 11.._.:. 1.... . SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 Q 0 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) _ OO • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 W CONT. FTG. TO TIE BEAM. _ 6'-8" 3'-8" 14'-8" 111.41 Y' PJ INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. w O U) INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. p ■ ■ ■ ■ ■ -� GRADE 60 #5 CONT. FT.G TO TIE BEAM. > Z ■ 8 p LU M � O■#5 HORIZONTAL TIE F- (1) V o AT TOP, BOTTOM AND �, AT 24"o.c. VERTICALLY _j W 1-0 81-81t 61-411 • • Q C) BETWEEN COLUMN °d . a LLWL AND MAIN HOUSE CMU 00 o (1) CONT. #5 c� FROM TIE BEAM w ■ � TO FOOTING CL (1) #5 ° o ��®�,orr��r�r���®®r� Q w co") HORIZONTAL LAP g TIE AT TOP, SPLICE, •• oo lug w - BOTTOM AND MIN. Q `v c,... Z O AT 24 o.c. OF 30 cin VERTICALLY W U#w K O = Q U ■ -------- FILLED CELL w00 d --------.\ BETWEEN Z �n •. COLUMN AND Q ®•., ..• "� w D MAIN HOUSE _ ®cy�'•••.®••••®®�� ®®� CMU ° O 1 i ■ PLAN VIEW• .� Z 9 O O I, O �> II V 00 SECTION VIEW o rMD10 TYPICAL MASONRY COLUMN TIE IN U N 3/411 -011 Hrn • Z j ■ z U c O ^DRi ■ LUU) ----------- L ---------------- LU b` , � O ` � Z O� U I I I I I ■ �� i i i i i i i I zN �9 ;la /—L_l—_L_ L L-1—J I ■ O z Q �- ■ I 0C) W W = Zo N I = W ■---------------------- j O O ..� 1y00 O /r w `� ■ Q" z m ■ ¢W r--�rn M z Ca 0 Uj c) B W WZ� o .- Ch ■ � DC/)� ' W ` ZUOI—C]oo , QQ I— W W Z^ c or aQ 8 ■ ■ : Q ZZ<DWI' O E M o ■ GOz �++�• (© W N< UJ C-4 LU io -101121-61f T-81f■ Y _ co Z O N w ■ W O ■ - W H O (� M iii ■ Z Q ■ TIE IN COLUMN ;� z r~" O TO WALL PER N DETAIL MD10 ■ U.1 La ■ ■ C/) Qp U) W ^ «, W _,.I W ui "' W> F- = Z U) WW. ■ ■ ¢ oG� W CL w V c�n U U) Q o ILL!�OaG ti ti O Z BLDG DESIGN: --- • ■ • • ■ STRUCTURAL ENG: MCD --- DRAFTING: — -DESIGN: --- STRUCT: DJ 2'-0" 4'-8" 1'-4" 3'-0" 16'-0" 3'-0" QC CHECK: MRB JOB No. PSQ-2171609 SCALE: AS INDICATED DOWEL PLACEMENT P DATE: 09/25/1 1/4 11=11-011 .COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA'CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE HOLD BRG WALL BACK 2x BRG WALL PER 1/2" J -BOLT W/ MIN. 7" SO GYP FINISH IS W TIE BEAM SPLICE TO TIE BEAM SPLICE TO 1 1' PLAN AND BEARING BE MIN. 30" GROUT q 11 BE MIN. 30" GROUT 41. PAST DEEPEST STEP FLUSH W/ CELL SOLID (2) #5 BARS @ TOP FOUNDATION BELOW 0 0 CELL SOLID (2) #5 BARS @TOP REQ'D WALL SCHEDULE • �• � MIN 4" __.... -- ___ ._-.. WHEN MONO DEPTH �I WHEN MONO DEPTH CONC. SLAB PER (1) #5 CONT. W/ 1-1/2" CONC. SLAB PER I IY MASONRY WALL 1 EXCEEDS 26". IF MASONRY WALL 1 EXCEEDS 26"'. IF z FOUNDATION PLAN t p .SEE PLAN 1 SEE PLAN oo FOUNDATION PLAN COVER TYP. � DEPTH IS LESS THAN DEPTH IS LESS THAN cn = I All 26" THESE BARS ARE w co 26 THESE BARS ARE CONCRETE SLAB PER W ao w PLATE W CONCRETE SLAB PER CONCRETE SLAB PER z w < 2x P.T. BASE _ FOUNDATION PLAN I$ NOT REQUIRED FOUNDATION PLAN > NOT REQUIRED FOUNDATION PLAN w g ; j 7I as ILLp 1 VARIES__ �- °.�: a #3 STIRRUPS @ a' SEE PLAN q , ° 1' _ > 4° 4. 4a °: z 48 O.C. WHEN _ e Qq; a O d a •. rrMY�w 4' 00 d e ��! n —,-_ I i Q" ,• ', a a d °' U MONO DEPTH I �•': 4 • ' " _ a . d d —1 I _ <. d • ' d GRADE #3 STIRRUPS @ = �_ a a GRADE z 4' . a n ° a • o d — I ((-- I h Z EXCEEDS 26 IF - —� I _ �' _ _ —_ 1— p 0o d e a — 48" O.C. WHEN 0° I I= I — 4 ° .I _ III ° --"'i ic> -I I I— 1 I I—. 4 s —I I -I I `� _ DEPTH IS LESS I I-- 11- I ° �T MONO DEPTH 1 I z_ ao o i I _"- 11— I l I a • I=III— `° --I I a �`TD THAN 26 EXCEEDS 26" IF i I I III; I I�_I I „ I -I I — I I —, — —ICL THESE BARS — °<°. a o r M E C E - — 1' 4 IQ o i t -8 4 — _- I co I- = I I—I I I 1=I DEPTH IS LESS ao �— I I=I I .. =III�III=) ARE NOT REQ'D -I �...'. - �- I _ I I=1 1 I I (---III III -I I W I) I THAN 26 I I III (1) #5 BAR CONT. III—I I_� I IIS IIS I I U THESE BARS O {2) #5 BARS CONT. _._.. _._._ ,T W/ 3" COVER TYP. 8"' 16,, 4„ J W — ARE NOT REQ'D I 1 = _ CLEAN COMPACTED III—III . ,III I I (-III-I I c( W/ 3" COVER TYP. �` CLEAN COMPACTED FILL @ 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT, W/ (2) #5 BARS CONT, 6" 8" 8" 10" _ _ 8" 1'-4" FILL @ 95% STANDARD W/ 3 COVER TYP. 8" 1'-4" DENSITY FILL @ 95% STANDARD 3" COVER TYP. DENSITY DENSITY (2) #5 BARS CONT. Wl W ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL 3" COVER TYP, CLEAN COMPACTED CLEAN COMPACTEDel W MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY GRADE AND 1-1/2" CLEAR TO WIDE W/(3) #5 BARS GRADE AND 1-1/2" CLEAR TO SHALL BE 1'-4° WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" ANY FACE EXPOSED TO ANY FACE EXPOSED TO SHALL BE 1'-4" WIDE W/(3) #5 BARS SMALL BE 1'-4"' WIDE W/(3) #5 BARS O ,. ®.+ •®•��; / �i, � Uj in WEATHER WEATHER AB STEP DOWN AFOkDOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN ®:� co ��z F0 TYPICAL EXTERLOR FOOTING F0 TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLS„_ , „ .v O = U 3/4"=1'-0” 3/4"-1'-0" 3/411-1-03/4"=1'-0" 3/4 -1-0 3/4"=1 10, ® Q &b�°•®..®..•®°� W 2x BRG WALL PER (1) #5 FROM FTG. TO ALL REINFORCEMENT SHALL NOTE TO CONTRACTOR: PLAN AND BEARING TIE BEAM SPLICE TO MAINTAIN 3" CLEAR TO ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D WALL SCHEDULE BE MIN. 30" GROUT GRADE AND 1-1/2" CLEAR TO FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS 0 m CELL SOLID ANY FACE EXPOSED TO ADJACENT MONO AND/OR STEM WALL (n SEE PLAN FOR WEATHER FOUNDATIONS AS SPECIFIED THIS DETAIL. a d° zz CLEAN COMPACTED 2X P.T. BASE PLATE 11 SHOWER SIZE MIN. 24" BEFORE 4 . . �" , •.tl .. FILL @ 95% STANDARD W z ANOTHER STEP a 1 a4.. ; O DENSITY CONC. SLAB PER II CONC. SLAB PER 8"x12" THICKENED � a O ` 1 FOUNDATION PLAN ®r. FOUNDATION PLAN ° 4 e O • o OPTIONAL CURB BY SLAB W/ (1) #5 CONT. z �, S a I :. 1 #5 CONT, BUILDER W/ 3 COVER TYP. O P 4 I` W yl 4 I B PER,, %c- z°'J� vim a'� "M w�4•REINFORCEMENT SEE. ,CONC SLAw- W ❑ d� FOUNDATION PLAN FOUNDATION PLAN ' ' ...:.. d • ,. d GRADE > :,;,�, :�. , e'�a"' a 1 •. FOR QUANTITY U Q0 _ .°z O , 11 11 1 I I_==444. -�zOO "' .. ..—III W 4 .. a �. �_ °0.. 1(11=111=. I111o0 a 4 ' __ - �_— I (I 1=111 1 a a: I- �a �. �.� .r. r..,.• .,'. 4 �, 90 -DEGREE #5 HOOK w LJ a ._ ' a.': :. • — G ADE 'a "4 a — --1 1 I=1 I I—I I9 '.III I I a :e III—I I . ' R 1 °a: . - —1 I=__ — _ III III a L. " BARS AT CORNER, OR ❑ �•— I. II I 1 1 _-_'_I_. 0. .'4° e ' 'd�° a. .4 : 4' ° `° q I W _ _ _ III =I I — I� -�=Ill— VERIFY PLAN DETAILS a 4 '4 4.. BEND CONTINUOUS #5 Q 0 I- ° 4 0' _I 1 I -I 111II) I -1 1 11 1---1 1 1- d a a. • �4 l SCS — �8 41' h - w r... ...:.,�� ..� I ° ' `I BARS AROUND N rr 111= 11=11 i III- oo I -III I' °. n', -I I -III; -III= L_ 8 I 8 11---111= ul ❑ a _FOR REQUIRED #5 a LL V C) 1=111 111=1 I hi I g = — I _ w �.�,.. `'e' , I I- CONT. BARS. MAINTAIN a ' 4 . q CORNER. LAP REBAR p (2) #5 BARS CONT. W/ o -II=I 1 a I _ — —`j#5 BARS @ TOP 1 I-- =" — �- cn ;. 9 I_ 1... ,. I -I 1, 11 `111=1 1 ,I — I —� 3" COVER TYP. 4 ' 4 ......# —III +r '.� ..•• _ _ _ .�.�.•'"' � � �". �`�' "� • a . PER DETAIL MD08 ON z 3 COVER TYP. 8 8 ie lie8 8 `` I I I I I I III I III WHEN MONO DEPTH I—I t I I I -j — I I 111— —III --I q 4 � ""' " "" "� a .. LINTEL PLAN - - EXCEEDS 26". IF I I =) i I III 116" MIN. —I 16" MIN. 4 Q, Q zp �j ... Q DEPTH IS LESS THAN -1.1 I—I ( _ U P 26", THESE BARS ARE VERIFY PLAN DETAILS III -1 BEND EACH CONT, #5 00 Q W #3 STIRRUPS '@ 48" NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, �W W O.C. WHEN MONO CONT. BARS. MAINTAIN OR INSTALL #5 HOOK DEPTH EXCEEDS 26" (2) #5 BARS CONT. CLEAN COMPACTED 3° COVER TYP, BARS FOR EACH CONT. w W/ 3 COVER TYP, FILL @ 96% STANDARD _ IF DEPTH IS LESS BAR, LAP REBAR PER I- 0 WHERE 2ND STORY OCCURS, FTG DENSITY p SHALL BE 1'-4" WIDE W/(3) #5 BARS THAN 26 THESE BARS DETAIL MD08 ON U ARE NOT REQ'D LINTEL PLAN W Z /1 A-F-6kFOOTING AT INTERIOR BEARING FO FOOTING @ SHOWER AT MASONRY fiRkTHICKENED EDGE fiFO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) wl Z o _J 3/4"=1'-0„ 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" IX m Z O C7 r~ WOOD POST PER PLAN Z W LU CO ui c E w ® FILLED CELL PER PLAN FOR SIZE AND BASE - C) 06 LUz $ Q CONNECTION w ¢_ O' U Ch c 4 TOP COURSE TO BE p Z ©- w z o0 r, _ - _ CHAIR BLOCKS U I— ❑ ao -- - - ENTIRE BASE TO BE .-j W G>r Z a �o 8 GARAGE - FILLED SOLID 0 O p O 0 Ow c t4 SLOPE. SEE ELEVATION z Z H F— w lil o CMU BASE W/ THRESHOLD PER MFR'S, VERTICAL @ EA) #5 ¢ Z0=< Z O E SPECIFICATIONS TOP VIEW @ CORNER CORNER. SEE PLAN 0 CL FOR BASE SIZE; BARSLL ❑ THRESHOLD PER TO TIE INTO EXT. FTG. ° 4. •'.4 a z Z W Q EXTEND SLAB OUT 1 1/2 AT CONC. SLAB PER BY TIE IN OR EPDXY Q, a z W Z O 0 MANUFACTURERS GARAGE WALL CONNECTION SPECIFICATIONS FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN I' .4 1. _ ENTRY SWING DOOR BEYOND ,1. > Q f" THICKENED EDGE a _ FOOTING PER Ill ON �. `4 1 'tl H PER z i-- O 17) W 8 C.M.U. FINIS E 8 CMU - I--- W t' CONC. SLAB PER w DRIVEWAY BY THIS SHEET BEYOND �.L v " w ELEV. FINISH PER ELEV. FOUNDATION PLAN w� 4„ BUILDER- CONCRETE CONC. SLAB OR a4 q°•� , CONC. SLAB PER _ LLI Ce) OR PAVERS PAVERS PER PLAN PITCH I 4 a ' FINISH FLOOR FOUNDATION PLAN "' „; a c,e a s GRAD z FINISH FLOOR p SLOPE ° . 4e - T tl: _ R PENET 1 —I 11— p IN PIPE PENETRATING I– ,. . .III--- - , ,., •,, °•. — .� — - � ' � • � •� • �• � •... � �. • . ,.,. .•.:MAX . a• PENETRATING w Q R DOOR MANUFACTURER : • _ I� CLEAN COMPACTED T -I 4. --- z ,4'.'�:' :', #5 LOOP TIE TYP. a ; ''. PIPE. MAX 4 z O� PER „:.., SLOPE EXT. SURFACE -I I-III=I — - I I �= (f= I—I I_ (TYP.) 4 4 a RADE „� P• „ _ = — — I FILL @ 95% STANDARD SEE FOUNDATION FOR - ' . e ' •' ::. � z r OR GRADE 1/8 PER -) I I ---III III -I I �I^I _ PAD SIZE -I I 4, q°:I.. , e 'd 1 a III ;a M :: _ FOOT AWAY FROM —III—j I =III I I DENSITY REFER TO „ CLEAN COMPACTED - I I ,. �, °� 6.w . I-1 4.: + • �* • FOUNDATION PLAN — H ~ BUILDING „ 8 x 8 THICKENED I ^, - 1/2" FIBER EXPANSION 8 EDGE W/ (1) #5 CONT. FILL @ 95%STANDARD I ..q '. .4' a ':a I I FOR CONT. E AS REQUIRED W/ 3" COVER, TYP. DENSITY `IIT e I� � FOUNDATION PVC SLEEVE MAX — a --�-� W W w 11 INFORMATION 6 DIAMETER -I---ILI- _ W F1 EXTERIOR DOOR POURED SILL fiFl��THICKENED EDGE @ GARAGE DOOR 4F1'kFOOTING @ ENTRY MASONRY COLUMN FOOTING PER PLAN I .I •Q•�. 44 III Foo7ING PER PLAN 0 W re Uj 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" z I =III=1 ► �- CLEAN COMPACTED IX _ �( FRONT VIEW PVC SLEEVE FILL @ 95 /o STANDARD Z ( ) MAX 6" DIA. (SIDE VIEW) DENSITY Q Uj 0 W Z a W a 1 W I– _` CONTACT EOR FOR ADDITIONAL REVIEW < FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS {2) #5 x 4'-0" BARS U V Ui Q = CENTERED AT PIPE PVC OR SCH40 SLEEVE W W"a � m a PENETRATION to 2 N Z ...,.,.�..�.. a d. h- a N III—I (I 4 4 ., d III—III _ a_ d a n_T _ 01 4 °�•a 4 a ;III—III O I I—III I I—III —) —III- -I i BLDG DESIGN: -I I=I I a I-II 1' III -III w III --III DRAFTIN RAL ENG: MCD a* 4 °. I I I I I I I -DESIGN; -III—I a o° -III-- III-STRUCT: DJ — 4 da • a REFER TO QC CHECK: MRB - h---- I ---.__--___ �-- FOUNDATION PLAN PIPE PARALLEL TO FND ;III -I I hI I 1—III-III-III-FOR CONT. JOB No. _ PSQ-2171609 ISEE FDN. PLAN FOR LI I I- FOUNDATION SCALE: AS INDICATED SIZE & REINF. INFORMATION & DATE: 09/25/17 AR' TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND 3/4"=1'-0'" S3 ,COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH. CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. An duplicationor transfer of these documents without the ex ressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. E y use p p 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) SYSTEM BEARING (MIN 3°) OTHER BARS INTO REBAR IS �, ;•, .. • ` �. ;;�: +::�. '.;:'' <; , . '. ' � :,;: CORNER AS REQ'D 7 INDICATED IN ; . ` ON EITHER SIDE OF LINTEL, #5 TO BE HOOK PER ::. OPENING U.N.O. HOOKED INTO MD08 g CL W LU a O w z SLUE VERTICALS q��� rr�. ii9� •rrr ' •� .ice �.�n�rr�r • �+., '+r+ W ° v ° °• ° °' Q ,° ° ° a ° d m' a 'v G ° °.... o .A' q 0 CL A a v° ° °• I . �OLU W :5 �n u- 9 aal� ° c I� d° N- a II:.. zMO� W c. BOTTOM STEEL IN LINTEL IF g ° ° INDICATE - SHOULD HOOK INTO N VERTICAL CELLS PER MD08 a �� ;'.tea PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE w LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: E < APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO,, LOTT'S CONCRETE, POWERS STEED CASTE -CRETE, QUALITY, LOTTS, &POWERS STEEL Q D TYPICAL TRUSS ANCHOR PER PLAN STANDARD STANDARD LINTELS LINTEL NOTES -- ----- CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24 -113/8F24-013 8F32-1 B / 8F32 -OB -a PROVIDE SCREEN WHEN BLOCK BELOW, 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE 70 BE GROUTED SOLID TO TIE BEAM. IS NOT REQUIRED TO BE FILLED 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113 / 3820 8974/5961 10000/8107 OPENINGS. U.N.O. - STANDARD 90 DEGREE HOOK 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 TYP, BOND BEAM 8" x 8" x 16" K.O. 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ 4'-0" 860 1651/1349 5366/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN (1) #5 DIA. REBAR 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT z 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 5• l ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD Q 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS, ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 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 W 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 Q I 4 11-2 255 471 / 352 1075 / 1075 1838 / 1567 2883 /2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. L ROUGH OPENING PER PLAN �..� . .� a _ -- - D RING CONSTRUCTION AS REQUIRED PER THE LINTEL 121-011 239 418/297 1075/1045 1838/1446 2883 / 1848 7. LINTELS SHOULD BE SHORED UP U eSTD. 90 DEGREE ANGLE 3000 psi 12"-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS I'I") I' CONC. w/ (1) #5 DIA. REBAR 1.3-4 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS 8 x 8 x 16 CMU U.N.O. 161-011 0 284/0 950/0 1379/0 1997/0 n A �� 18'-0" 0 211/0 750 / 0 1177 / 0 1676 / 0 1. fc PRECAST LINTELS = 3500 PSI. �, °® 6°��� U a q INDICATES FILLED CELL FROM FTG. TO TIE EE 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 2. f c PRESTRESSED LINTELS = 6000 psi. • �� .��® LUOD • •4 .. ' '. Al '' BEAM w/ (1) #5 BAR W/ 3000 psi CONC. S �� �� �� • � �° ci • � � a . � MD08 FOR LAP INFO, 20'-0" 0 180/0 598/0 1024 / 0 1441 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. ¢ �, ,,a�,l � = z ° 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W1 MINIMUM NET AREA COMPRESSIVE - = � z ` � ° PROVIDE GLEAN OUT OPENING @GROUT 22'-$" 0 110/0 450 / 0 824 / 0 1147 / 0 STRENGTH =1900 PSI. :- V ® ®. 0 a ° FILLED CELL AND REBAR (TYP). MORTAR RECESSED LINTELS -FILLED • z •• ¢ NO -SHEAR WALLAT OPENING TYPI AL SHEAR WA L SEGMENT NOT UT 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW Z.% ®•° �C/�� JOINTS SHOULD NO C CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB RELAXATION. 7/32 WIRE PER ASTM A510. V °•.a® ®®•• ��®® c , ',rSEE FOUNDATION FOR FOOTING ,. ®rr p� ®®,® ----------- T A I 2'-4" 1694/1694 3725/3280 5499/5421 �✓ 0.0g6• O ®® p ° 4 1425 / 1425 3343 / 3280 4933 14933 r®'®1dt11110®®� /- 2-8 LINTEL DESIGNATION SCHEDULE m REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 4DO6 TYPICAL MASONRY CONSTRUCTION GRADE 40 GRADE 60 BAR SIZE SCALE: 3/4" = 1'-0" LENGTH SEE PLAN FOR TOP OF WALL AND LINTEL INFO BEND O LENGTH LAP SPLICE "A" "B" •. `..'' ' ��. :. ,, �.. SEE DOWEL LAYOUT :., • ,: Y, . �, ;•, .. • ` �. ;;�: +::�. '.;:'' <; , . '. ' � :,;: PLAN FOR FILLED CELL ' �''' ' ., .•.. ... :•..'•�...•.;.';'�: .'»-'. :, ••� LINTEL PER PLAN .: , y : • .••{ :';., ' . ` ON EITHER SIDE OF 41/4 91/4 ::. OPENING U.N.O. 21/2 TRANSOM OPENING 91/2 (2) 2X8 SYP #2 P.T. WOOD HEADER J WF01/SD3 \ ; TURNED SIDEWAYS. ATTACH (2) 2X8 #5 FRAME INFILL AROUND + �a SYP #2 P.T. HEADER TO MASONRY 25 WINDOW BY BUILDER y ; WALL W/ SIMPSON HU28-2 OR HUC28-2 rt / SEE WF01/SD2 FOR •"� HANGER @ EA. END. USING (14)1/4' '•'' '•' MORE INFO '' :.t . • .. DIA. X 2-3/4" TAPCONS OR EQUAL INTO :;'•'•:: `' • 1 .. MASONRY & (6) 10d NAILS INTO 9 13/16 16 1/2 35 HEADER. NAIL EACH PLY AND EACH :� ":' ��'''• 21 3/4 :: <"' ADDITIONAL HEADER PLY W/ (2) -ROWS °' ` '""'• `` 10d NAILS STAGGERED @ 6" O.C. AND MIN 2" FROM ENDS. .• :,.:::, :' ' '� REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING " ' DOOR OR WINDOW OPENING >:,; :•.�., DIMENSIONS .'::..: '• Olt MAX 4'-0" fiDO�LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE "A" "B" ,IC11 "D" "All „B,� #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 71151/2 30 #6 33/4 81/16 14 30 41/2 81/16 18 1/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 I C 1 #3=2%2' #4=2Y2" #5=2%2' #6=3" #7=3%2 8" WIDE X 8" LONG BEAM POCKET. SEE FRAMING PLAN FOI BEAM INFORMATIO T-0 1230 / 1230 2769 / 2769 4085 / 4085 3'-4" 1081/920 2769/1716 4085/2839 LINTEL F = FILLED WITH GROUT / 4'-4" 846/833 2121/1716 3127/2839 MARK REQUIREMENTS U = UNFILLED R = RECESSED 51-411 664/572 1761/1761 2595/2595 QUANTITY OF #5 REBAR @ o - 60-4" 526/434 153.9/1539 1329/2267 0 8RF6-0B/1T BOTTOM OF LINTEL CAVITY ° 7'-4" 480/322 1334/1334 1964/1552 81716-113/1T g'.4" 415 / 235 1152 / 1152 1694 / 1552 O 8F8-OB/1 T -QUANTITY OF #5 REBAR AT TOP 0 U J o �+ O 8RF14-1 B/1T NOMINAL HEIGHT 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER ¢ 6 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 01--�-I NOMINAL WIDTH H 0 8F16-1B/1T Z Va � O 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. z U d OTYPE DESIGNATION 0 E 8RF14-0B/1T W g WALL LEGENDF� 8F16-0B/1T 1-1/2" CLEAR�9�s10 U z G 8F20-1B/1T _j 04 0 ¢- �� = 9'-4" T.O.M. = INTERIOR/EXTERIOR "'"""' _ #5 REBAR AT TOP MIN. (1) REQ'D z O BEARING WALL OR TEL H 8F20-OB/1T U 0 ( o = IF REFERENCED ON SHEET ¢ z C.M.U.A I_- 10-8 T.O.M. ° rGi1G�11ll1 S4). VERIFY HEIGHT W/ 8RF22-1 B/1T GROUT w ARCHITECTURAL PLANS r? z ° #5 REBAR AT BOTTOM OF LINTEL 6-0 141-811.U.N.O. 0 8F24-1B/1T - co CAVITY W 0 BOTTOM REINFORCING PROVIDED 0 8RF22-0B/1T '`- 0 7-5/8" ACTUAL IN LINTEL (VARIES) U OO _ 8" NOMINAL WIDTH z 01_011 (D -•j N FILLED `% to O 8RF301B/1T Z O1-1/2" CLEAR m 8F32-1B/1T o O O a O 8RF30-OB/1T _j t� Lit ¢_ D OwcCir,, E `� I� _ .. #5 REBAR AT TOP MIN. (1) REQ'D 0 LU Z c � 0 8F32 -0B/1T U -j Cb ¢Z C.M.U. 0U0©vii Z 0 � 0 81`38-1B/1T EF-0�Hz^ c �./ 8F12 -1B/OT - `� O O 1L s,;a ,�------ BOTTOM REINFORCING PROVIDED z Z Q= a z o O 8F40-1B/1T ¢ z 0 O �? 7-5/8" ACTUAL IN LINTEL (VARIES) Q cr W 0 = ' Ow 8F28 -1B/1T 8" NOMINAL WIDTH -i J ¢ O 2< o - 1—L -F -NJ x 8F40 -013/1'r I.— a.. z 0 W N¢ O M O J J � U LO 1:9 � W � Z 1.1/2" CLEAR W Z —�— LU #5 REBAR AT TOP MIN. (1) REQ'D W ..� WP-jcn © U) W U) TOP KNOCK OUT/ LINTEL BLOCK U) c) O w COURSE 3'-0 �n ~ m ' #5 REBAR AT BOTTOM MIN. (1) ,Q � U O I'_' -- o ~�ww REQ'D F N w �- 16 GA. POWERS STEEL BOXED 0 r O o O z _ 0 D 0 J 7-5/8" ACTUAL LINTEL I. - (L i - O N 8" NOMINAL WIDTH Q O _� POWERS STEEL W Uj O W J 17 SAFE LOAD TABLE NOTES 0 w w0) 10"_81 = Z (1)T.O.M. 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W O W LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL .J � ORECESSED LINTELS BASED ON 4 NOMINAL BEARING. W G. MIN. 2. 0 = NOT RATED. _ 'g a 41_8" - p 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. U Q = 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY USED WITHOUT WRITTEN APPROVAL FROM EOR Lij IM a 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING _ W (y; 01 Z � ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 0 a 01 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: --- MIN.O STRUCTURAL ENG: MCD _____- CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF DRAFTING: 16'-0" SUPPORT. DESIGN: -- 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT STRUCT_: DJ 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT; QC CHECK: � MRB LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 1800 HOOK JOB No, PSQ-2171609 SCALE: AS INDICATED REBAR SPLICE DETAIL 4DO SCALE: 3/4PLAN DATE: 09/25/17 LINTEL •• _ � �,�,� 1/811=11-011 S4A T CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MON A , ■ ■ CJ1 B4 B3 B2 B1 j Z 0 WALL LEGEND w F1 F1 F1 F F2 F2 F2 F2 F" a Q D02 CJ3 © � o 9'-4" T.O.M. = INTERIOR/EXTERIOR 0 D 10 O 0 BEARING WALL (OR LINTEL U. 101-811 T.O.M. IF REFERENCED ON SHEET W S1 CJ5 J W S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS a U.N.O. p N ku--j Z O w M ■ ■ CJ1 B4 B3 B2 B1 j Z 0 F1 F1 F1 F F2 F2 F2 F2 F" a D02 CJ3 _ � D 10 O 0 S1 CJ5 J W ku--j w t%%% Wjj'j cV �r ��t�epw M J7 9 p F1 Qom'►®®®...®®,®®®®/�j®��d�®a 00 J7 D p d Z F11 t� H r W Z`` Q U Q J \ F1 ii S1 4c 2 F11 i I D 10 o LL 40 p 1 I Z �l �./ O 09,1 �T3 O O D LLI N F11 B G _ 19 5 18 4 B fi@03 Q o SD1Z F11 M O O W W12 FT5w D03 UJ a o SDI F11 ow �¢ U 18 4 H i i F1 i i F12 F12 F12 LL O zG� i �I i i I D I I FO i I i O N Z 0�9 r I I I 6 O 05 W A LU F6GF=- 0 Z S U S1 BW1 F7G U (D Z _ 80 CL �H2x8 _ Z F9 F9 F9 F9 F9 BW1 V U BW1 S1 S1 z 0 0WM� E W_ D Li 0 o6� c1n � ;, D I 0 O ChW ('j' 40�w`7 c Z0 008 a c� po'zti 0 ..jWRziro 8C �.�.. 1 ■ 2 �<p0�vc �/ CONNECT FT4 TO LVL ■ W/ SIMPSON HHUS28-2 F8A F8 F8 F5 F5 F5 F F5 F5A Q Wim, ¢ Q�z O III 0 BW1 � `�"' U�pS�a=. < FT4 IIID Z U -� Z 0 W N Q WN G1 F1 J U. o U IIIII D H2x8D03 D03 1- 4 ~ G2 IIIII 2X4 SYP #2 BLOCKING @ F4 BW1 X-71SDI SD1 SIM. LEDGER z ~ r�r^� ,.. vJ D04 16" O.C. ATTACH EACH BOTTOM @ 10'_8" END TO TRUSSES W/ Q W �/ .... W �...."� IIIII ATTACHED TO D F4 -NAILS. ATTACH _ W G3 F1 (3)12d TOE EACH WALL STUD BLOCKING TO WALLU. D '` BOTTO 6 II 1 BELOW W/ SIMPSON DTC B 18 BOTTOM 11111 CLIP FT2 p G4 F1 Q F 1D ■ z CJ CJ D FT1 1 F/) Z � a 0 W H �- 0 1 (2) 2x4 #2 SYP BLOCKING C1 ;r -� 11 CJ BETWEEN GIRDERS W/ c. w w w SIMPSON HU24-2 EACH END. W W BLOCKING TO BE INSTALLED C2 - BETWEEN TOP CHORDS Q ,a W =Z� C3 Q W O 1= a W IL , CJ5 CJ5 LU W � m = CJ3 CJ3 ~ ` CLLLN� BLDG DESIGN: --- Cil Cil '', ■ STRUCTURAL ENG: MCD '� ■ .�- +, v,� DRAFTING. -DESIGN: --- n �4 -4 v -4 -4 ` C_ ` -STRUCT: DJ _ QC CHECK: MRB C_ is cn.. JOB No. PSQ-2171609 SCALE: AS INDICATED FIRST FLOOR FRAMING PLA N DATE: ---___. 09/25/17 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/4"=11_011 SSA . �prohibited. COPYRIGHT MCD 2Q15: The information contained in this document Is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF 1NMR &ASSOCIATES, LLC. Any. use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC Is strictlyp o a -------------- - - --- HEADER SCHEDULE BEARING WOOD WALL SCHEDULE A O TAG HEADER FASTENERS TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING HETA16 w/(9) 10dx12" NAILS OR TA2 w/ 9 1 Od x 1 NAILS HE q O z TO CMU 1810 1810 C O SPACING SPECIES TOP BOTTOM (plf) (1)ply 203E (2)ply 250( p H2x6 (2)2x6#2 SYP w/'' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) gW1 16 SPF (2)12d (2)12d NO MID -SPAN 16d NAILS HTS20 w/(24)1 Od x 11" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TOENAILS TOENAILS UPLIFT O (2)2X8 SPF #2 BUILT UP STUD COLUMN H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS Bw2 16" SPF SP4 W(6) SP4 W/(6) 570 plf MID -SPAN 2490 2900 G O (3)2X8 SPF #2 BUILT UP STUD COLUMN 10d x 12 NAILS 10d x 12" NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS BW3 SP4 W/(6) SP4 570 plf 2rd. PT. MTS12 w/(14)10d x 11" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 16„ SPF 10d x 12" NAILS 1.1" 10d x 12" NAILS (2)2X6 SYP #2 BUILT UP STUD COLUMN H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS El 5 MGT w/(22)1Od1 SET -XP EPDXY a EPDXY ANCHOR w/SIMP. SE MIN, 12" EMBEDMENT FRAME TO CMU 3330 3965 O (2)2X8 SYP #2 BUILT UP STUD COLUMN (3)12d (3) 12d NO F-91SET �„ HTT4 w/(18)16d x 22 1., NAILS & a EPDXY ANCHOR w/SIMP. EPDXY MIN. 7" EMBEDMENT BW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) w/(16)1 Od NAILS w/ (2) t" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 O 6x6 SYP #2 POST 11 HTSM16 w/(8)1 Od NAILS & (4) 4"x 24" TAPCONS 16d NAILS BW5 12" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12" NAILS 760 plf MID -SPAN H3,5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 <P> 3-1/211 x3.1/21 .LVL COLUMN. 16d NAILS 12" SPF SP4 W/(6) SP4 W/(6) 760 pif 2rd. PT. (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS ,; ATTACH KING STUD TO HEADER w/(10) O3-1/2"x5-1/4" 1 Od x 12" NAILS 10d x 12' NAILS H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS 14 LSTA18 w/(14)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 3-1/2"x7"LVL COLUMN. BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 15 „ ATTACH KING STUD TO HEADER w/(12) 1235 H5.5x11.25 „ (3)1.75 x11.25 LVL 16d NAILS O3-1/2"x9-1/2" LVL COLUMN. EMSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 BW8 16" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 1 Od x 1J' NAILS 664 plf MID -SPAN (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) MSTC40 w/ (52) 16d SINKERS CENTERED H3x12 PLATE BETWEEN PLIES 16d NAILS V 5-1/4"x7" LVL COLUMN. I E LTT20B w/ 10 10d NAILS & �" EPDXY ANCHOR w/SIMP. SET ( ) a EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290. 1300 SUPPORT # JACKS/KINGS REQ'D. OPENING HEADER SU @ BW9 16° SYP SP4 111' 10d x 1z NAILS SP4 1j" 10d x 12 NAILS 664 plf 1 3rd. PT. Y O OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS EA. END gW10 12" SYPMID-SPAN (2) 12d TOENAILS (2)12d TOENAILS NO UPLIFT �„ (3)HTS20 w/(24)1 Od x 1 NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 1'-0" TO 3'-11" 1 1 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME t0 CMU 2420 2800 BW11 12" SYP SP4 W/(6) 10d x 1z NAILS SP4 W/(6) 1„ 1 O x 12 NAILS 885 plf MID -SPAN 4'-0" TO 7'-11" 2 2 8'-0" TO V-11" 2 3 BW12 12" SYP SP4 W/(6) SP4 W/(6) 885 plf 1rd. PT. 3 23 GTw/ (22) 1 Od NAILS TO GIRDER & (1) 5/8" A.T.R. THRU BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 10d x 12" NAILS 1 Od x 12"NAILS NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 10'-0" TO 12,-0" 3 4 3; CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. EMBMENT Z" ED 6xBED w/(12)16d NAILS & "EPDXY ANCHOR w/MIN. 7 EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) $" EPDXY ANCHORS w/ 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) @ MIN. 7" EMBEDMENT 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. AND BASE PLATE U.N.O. ON PLANS, MAX. AND (2) AT EACH CORNER. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN BW13 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 280 plf MID -SPAN STANDARD NAIL STANDARD HEADER NOTES CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. P 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O.ON PLAN. 8d , 131"x 22; @ 32"o.c. @ 32"o.c. .148" x 3" 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) 380 IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF 10d x 11" NAILS �„ 10d x 1� NAILS 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. ONE STANDARD BEARING WALL W/STRAPS NOTES 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. 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) 1 Od 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 2 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 ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ELEVATIONS FOR 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. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 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 @32"o.c. OR 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. L 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 DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILS: ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, BUILDER NOTE. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. 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 AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES WITH (3)10d TOENAILS. a -------------- - - --- 12d 148„X34„ FLOOR FRAMING NOTES 16d162„X32„ GENERAL NOTES 1. FLOOR JOISTITRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 8d RING SHANK 113" x 28" 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). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN DIAMETER AND LENGTH INDICATED. NAILS. 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. BEAM SCHEDULE w Q TAG BEAM SIZE CONNECTIONS o UO TO POST: SIMP. HTS20 OR MSTA18 U_ TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS w (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 �- B2x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14)4"x22" O PLATE TAPCONS U) ON MASONRY: (1) SIMP. MSTAM24 O L Z > TO POST: SIMP. HTS20 OR LSTA18 0 t0 BEAM: SIMP. HUC410 w/(18)16d & a (2)2x10 #2 SYP (10) 1 Od NAILS CL B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od = � -�, PLATE NAILS & (18)1'x24" TAPCONS O V ON MASONRY: (1) SIMP. MSTAM24 � LU Q [] TO POST: SIMP. HTS20 OR LSTA18 _ - TO BEAM: SIMP. HUC410 w/(18)16d & W (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od w PLATE NAILS & (18)4"x24" TAPCONS a ��� w cG ON MASONRY: (2) SIMP. MSTAM24 °• rn TO POST: SIMP. HTS20 OR LSTA18 LLi oa TO BEAM: SIMP. HUC410 w/(18)16d &CID Z (10) 10d NAILS C • i ® �r° ,.O , _ 83.5x11: (2)1 75"x11.25" LVL TO MASONRY:SIMP. HU410 OR HUC410 w/(10)10d w !. 1 p 25 NAILS & (18)4"x24" TAPCONS �® qty®®°°•°®..°••°®°•�C ON MASONRY: (2) SIMP. MSTAM24 _ � U_ TO POST: SIMP, HTS20 OR LSTA18 O IM TO BEAM: SIMP. HUC410 w/(18)16d & U) (10) 10d NAILS p B3.5x11.2)1:75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Cn 875 NAILS & (18)4"x24" TAPCONS > O ON MASONRY: (2) SIMP. MSTAM24 • aOr1��j ce) TO POST: SIMP. HTS20 OR LSTA18 _ U �J o TO BEAM: SIMP. HUC410 w/(18)16d & F- -J (10) 10d NAILS M � z B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d W Z U c O F- w ,a o NAILS & (18)4"x233-2" TAPCONS ON MASONRY: (2) SIMP. MSTAM24LU `' -. 9�S�G� U LL Z'� TO POST: (2) SIMP. HTS20 OR LSTA18 Z N ��y9 ON MASONRY: (2) SIMP. MSTAM24 0 zQ O 5.25x16 (3) 1.75"x16" LVL Q O U_N.O.FASTEN LVL PLIES TOGETHER USING (3) U F- Q r O " ROWS OF 1/4" X 3 1/2' SDS SCREWS @ 24„ O.C. W EACH SIDE Uj F- LO =w TO POST: (2) SIMP. HTS20 OR LSTA18 F-0 ON MASONRY: (2) SIMP. MSTAM24 S 83.540 (2) 1.75"40" LVL U Z * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) Zn ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. Q EACH SIDE p m z ti U o W0�: STANDARD BEAM NOTES d W W Z �uj0lw...Mr- E z 00 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" LU Ur Q Z o: U c O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAMO Z v 1-- o O 00 W 1=u0 �j~z� 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF = Qz0 a $ vr 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM Z U p = U D Uj Z<0U)I-Z UJ LU E 4 BR EA. ND W <t Z 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. G END) ,Q � Q xw O = O J U u- s 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. p LL Q � U1 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT g W W ZO 0 U N Q WRITTEN _ _j �. APPROVAL FROM THE E.O.R. F- O D (-- 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS Q (- ... F5 W W H _ F- 0 W Q Z ti171 U) 0 LU ... � I LI U � W =Z(1) wCJLLJ� ►_ QW0. W V ca U) W _ m Q U) 0 N Z ... ,., H R "Q M 10- CL CV BLDG DESIGN: - STRUCTURALENG: MCD DRAFTING: _... -DESIGN: --- STRUCT _DJ -- QC CHECK: MRB NOTESJOB No. PSQ-2171609 & SCALE: _.._.__ AS INDICATED CONNECTOR LEGEND DATE: 89/25,17 00 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 WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these p , COLUMN SCHEDULE CONNECTOR SCHEDULE A O (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES SPF(lb) VALUES SYP(lb) $ (3)2X4 SPF #2 BUILT UP STUD COLUMN El1„FRAME HETA16 w/(9) 10dx12" NAILS OR TA2 w/ 9 1 Od x 1 NAILS HE q O z TO CMU 1810 1810 C O (4)2X4 SPF #2 BUILT UP STUD COLUMN 2 (2)HETA16 OR (2)HETA20 1 I TRUSS 10 10d x 11" NAILS Op y ( ) z (2)ply TRUSS (12) 16d x 12" NAILS FRAME TO CMU (1)ply 2035 (2)ply 2500 (1)ply 203E (2)ply 250( p (2)2X6 SPF #2 BUILT UP STUD COLUMN ❑FRAME H1OAw/(18)10d x 11" NAILS OR (2)ply TRUSS H10A-2 w/(18) 10d x 1' NAILS TO FRAME H10A 1015 H10A-2 1070 HIDA 134( H10A-2124 OE (3)2X6 SPF #2 BUILT UP STUD COLUMN HTS20 w/(24)1 Od x 11" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 O (2)2X8 SPF #2 BUILT UP STUD COLUMN (2)HTS20 w/(24)1 Od x 11" NAILS 2 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 G O (3)2X8 SPF #2 BUILT UP STUD COLUMN H2.5A w/(10)8d FRAME TO FRAME 535 600 O (3)2X4 SYP #2 BUILT UP STUD COLUMN MTS12 w/(14)10d x 11" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 J (2)2X6 SYP #2 BUILT UP STUD COLUMN El 5 MGT w/(22)1Od1 SET -XP EPDXY a EPDXY ANCHOR w/SIMP. SE MIN, 12" EMBEDMENT FRAME TO CMU 3330 3965 O (2)2X8 SYP #2 BUILT UP STUD COLUMN F-91SET �„ HTT4 w/(18)16d x 22 1., NAILS & a EPDXY ANCHOR w/SIMP. EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 44 SYP #2 POST EHGT-2 w/(16)1 Od NAILS w/ (2) t" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 O 6x6 SYP #2 POST 11 HTSM16 w/(8)1 Od NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 O8x8 SYP #2 POST 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 <P> 3-1/211 x3.1/21 .LVL COLUMN. 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 O3-1/2"x5-1/4" LVL COLUMN. 14 LSTA18 w/(14)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 3-1/2"x7"LVL COLUMN. 15 LSTA24 w/(18)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 O3-1/2"x9-1/2" LVL COLUMN. EMSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 T 5-1/4"x5-1/4" LVL COLUMN. 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 V 5-1/4"x7" LVL COLUMN. I E LTT20B w/ 10 10d NAILS & �" EPDXY ANCHOR w/SIMP. SET ( ) a EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290. 1300 X O 7"x7" LVL COLUMN. 19 XY ANCHOR w/SIMP: HTT4 w/ 18 16d x 22„ NAILS w/ EPDXY SET EPDXY MIN. I 7" EMBEDMENT - AT LVL / PSL COLUMNS USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS COLUMN TO FTG. 3640 4235 Y O 3 1/2" X 11 7/8" LVL COLUMN �„ (3)HTS20 w/(24)1 Od x 1 NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 5 1/4 X 9 1/2„ LVL COLUMN 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME t0 CMU 2420 2800 STANDARD COLUMN NOTES 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 23 GTw/ (22) 1 Od NAILS TO GIRDER & (1) 5/8" A.T.R. THRU BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 3; CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. EMBMENT Z" ED 6xBED w/(12)16d NAILS & "EPDXY ANCHOR w/MIN. 7 EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) $" EPDXY ANCHORS w/ 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) @ MIN. 7" EMBEDMENT 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. AND BASE PLATE U.N.O. ON PLANS, MAX. AND (2) AT EACH CORNER. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN NAIL SCH ED I LERACKS TO FRAME USING SIMP. H2.5A CONNECTOR. 3. CONNECT ALL. TYPICAL HIP JACKS (CORNS JACKS) , IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. STANDARD NAIL GENERAL DIAMETER/ LENGTH4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. P 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O.ON PLAN. 8d , 131"x 22; 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 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. 1 Od .148" x 3" 12d 148„X34„ FLOOR FRAMING NOTES 16d162„X32„ GENERAL NOTES 1. FLOOR JOISTITRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 8d RING SHANK 113" x 28" 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). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN DIAMETER AND LENGTH INDICATED. NAILS. 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. BEAM SCHEDULE w Q TAG BEAM SIZE CONNECTIONS o UO TO POST: SIMP. HTS20 OR MSTA18 U_ TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS w (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 �- B2x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14)4"x22" O PLATE TAPCONS U) ON MASONRY: (1) SIMP. MSTAM24 O L Z > TO POST: SIMP. HTS20 OR LSTA18 0 t0 BEAM: SIMP. HUC410 w/(18)16d & a (2)2x10 #2 SYP (10) 1 Od NAILS CL B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od = � -�, PLATE NAILS & (18)1'x24" TAPCONS O V ON MASONRY: (1) SIMP. MSTAM24 � LU Q [] TO POST: SIMP. HTS20 OR LSTA18 _ - TO BEAM: SIMP. HUC410 w/(18)16d & W (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od w PLATE NAILS & (18)4"x24" TAPCONS a ��� w cG ON MASONRY: (2) SIMP. MSTAM24 °• rn TO POST: SIMP. HTS20 OR LSTA18 LLi oa TO BEAM: SIMP. HUC410 w/(18)16d &CID Z (10) 10d NAILS C • i ® �r° ,.O , _ 83.5x11: (2)1 75"x11.25" LVL TO MASONRY:SIMP. HU410 OR HUC410 w/(10)10d w !. 1 p 25 NAILS & (18)4"x24" TAPCONS �® qty®®°°•°®..°••°®°•�C ON MASONRY: (2) SIMP. MSTAM24 _ � U_ TO POST: SIMP, HTS20 OR LSTA18 O IM TO BEAM: SIMP. HUC410 w/(18)16d & U) (10) 10d NAILS p B3.5x11.2)1:75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Cn 875 NAILS & (18)4"x24" TAPCONS > O ON MASONRY: (2) SIMP. MSTAM24 • aOr1��j ce) TO POST: SIMP. HTS20 OR LSTA18 _ U �J o TO BEAM: SIMP. HUC410 w/(18)16d & F- -J (10) 10d NAILS M � z B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d W Z U c O F- w ,a o NAILS & (18)4"x233-2" TAPCONS ON MASONRY: (2) SIMP. MSTAM24LU `' -. 9�S�G� U LL Z'� TO POST: (2) SIMP. HTS20 OR LSTA18 Z N ��y9 ON MASONRY: (2) SIMP. MSTAM24 0 zQ O 5.25x16 (3) 1.75"x16" LVL Q O U_N.O.FASTEN LVL PLIES TOGETHER USING (3) U F- Q r O " ROWS OF 1/4" X 3 1/2' SDS SCREWS @ 24„ O.C. W EACH SIDE Uj F- LO =w TO POST: (2) SIMP. HTS20 OR LSTA18 F-0 ON MASONRY: (2) SIMP. MSTAM24 S 83.540 (2) 1.75"40" LVL U Z * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) Zn ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. Q EACH SIDE p m z ti U o W0�: STANDARD BEAM NOTES d W W Z �uj0lw...Mr- E z 00 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" LU Ur Q Z o: U c O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAMO Z v 1-- o O 00 W 1=u0 �j~z� 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF = Qz0 a $ vr 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM Z U p = U D Uj Z<0U)I-Z UJ LU E 4 BR EA. ND W <t Z 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. G END) ,Q � Q xw O = O J U u- s 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. p LL Q � U1 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT g W W ZO 0 U N Q WRITTEN _ _j �. APPROVAL FROM THE E.O.R. F- O D (-- 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS Q (- ... F5 W W H _ F- 0 W Q Z ti171 U) 0 LU ... � I LI U � W =Z(1) wCJLLJ� ►_ QW0. W V ca U) W _ m Q U) 0 N Z ... ,., H R "Q M 10- CL CV BLDG DESIGN: - STRUCTURALENG: MCD DRAFTING: _... -DESIGN: --- STRUCT _DJ -- QC CHECK: MRB NOTESJOB No. PSQ-2171609 & SCALE: _.._.__ AS INDICATED CONNECTOR LEGEND DATE: 89/25,17 00 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 WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these p , STANDARD 2ND FLOOR FRAMING NOTES: WALL LEGEND 0 LU 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 0 C8 �_ 2. ` AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR H TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE 0 Q 0 ON PLANS OR SHEATHING IS NOT CONTINUOUS) U OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS z U- C4 z `�- H2x6 - F'WN -~i Z OUNQ = 9'-4" T.O.M. = INTERIOR/EXTERIOR 0 z w I— I-- .�.LL SO A 3 ~� 3 q SD5 E1 = BEARING WALL (OR LINTEL = 10'-8" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS U LU H1 N f" G.- 3A H2 CJ3 0 STANDARD 2ND FLOOR FRAMING NOTES: U.N.O. 0 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 0 C8 �_ 2. ` AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR H TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) U OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS z U- C4 z `�- H2x6 F'WN -~i Z OUNQ EXTERIOR FRAME WALL 0 z w I— I-- .�.LL SO A 3 ~� 3 q SD5 E1 = W O H1 N f" G.- 3A H2 CJ3 0 SCHEDULE ° 00 CJ 1 w Q CJ CJ J1 z 0) J5 - N 0O (PARK SQUARE) H2x6 n N � v L U1 W t QO IM H2x6 1-124 UJ N W WALLS WITH PLASTER OR STUCCO FINISHES = W .WA > 0 U Q a 1= Q w J 0Q � WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING~ END ZONE z < W .._�..._ F_ 0.. CL C4 BLDG DESIGN: --- STRUCTURALENG: MCD 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX _ -STRUCT: DJ QC CHECK: MRB JOB No. PSQ-2171609 - -- SCALE: AS INDICATED W ROOF FRAMING PLAN DATE: 09,25/17 I- 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX cn IOU � 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX j a. Ze 101.01120 SPF #1/#2 16 O.C. MAX 12 O.C. MAX d®®®•• ••®.®®®turf® W p ®&o U.. �'•®• 1Y9 p- EXTERIOR FRAME WALL NOTES ¢ aro •z 0 s . ► Uj 6 ,®p - ,- iw \Z ® J z 1. 20 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED X ®•5�� N 4( Q TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR � a d•••® ®�•• ® Q 's 8 ®•••••®• REQUIRED STUD SPACING. ®4®°4°°I811 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS % & NAILING PATTERN. LL o oap >- 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE ° m IL NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF (0 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 0 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS j o 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE ° 0 MIN. SPF #1/#2 @ 16" O.C. URO, ON FRAMING PLANS a Qz4 CO 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. Ld 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O.I-.. 0H W O z o Q W cn p ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B 0 STANDARD 2ND FLOOR FRAMING NOTES: z z 0 r V 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 0 C8 �_ 2. ` AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR H TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) U OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS z SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 9 U, N • ��4 z ° Q 0 a Q LU Ln w 0 SHEATHING IS NOT CONTINUOUS) ©m z 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O.�c3 U �vr-- a `r LIJ --j' 'A 7 ti z Z 0-OuJmr. E C] o�Swz�a, 8 liS N Ci5 r V ° CL g o�wzco ,�N C C8 �_ _J RZ�o C.13 SD 0 SDS 0<00%�$ III o III A 3 C7 Q CAC 5 Z¢=c�-z E 0< z O 0 U_503: I U- C4 z `�- H2x6 F'WN -~i Z OUNQ O C_ Q 5 C5 = W LL -- O w I— I-- .�.LL SO A 3 ~� 3 q SD5 E1 = W O H1 N f" G.- 3A H2 CJ3 0 00 CJ 1 w Q CJ CJ J1 z 0) J5 - N 0O H2x6 n N � v L U1 W t QO IM H2x6 1-124 UJ N W H W .WA > W0� Q a 1= Q w J 0Q � o W � w Wim= z U) p W N .._�..._ F_ 0.. CL C4 BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING:. -DESIGN: --- -STRUCT: DJ QC CHECK: MRB JOB No. PSQ-2171609 SCALE: AS INDICATED ROOF FRAMING PLAN DATE: 09,25/17 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/411=11-011 S7A . An use, duplication, or transfer of these documents without the COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive. property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC y u p expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _.. . I I III11111111 II I�ll1L'�JVJll.VUl1f� � llfL _1tJl� SEE FRAMING PLAN NOTE: THIS DETAIL APPLIES TO THE SIZE (3) 12d END NAILS TO LAST STUD SPACING # ROWS °' -• - FOR CONNECTION W '•� 1 PRE -CAST LINTEL PER INFO x 2 1/4" TYPICAL TIE BEAM w/3000 PLAN 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 Z�'9 2x4 3/16" (3) INTERIOR LOAD BEARING FRAME WALL TO 12" O.C. STD HOOK OPENING SEE ARCH PLANS FOR CMU WALL e r° . 2x PT STUD OR ALTERNATE 1x PT WATERPROOFING BY • OVERHANG INFO x 3 1/4" ° FURRING TO CMU W/ 2x FRAMING PER A 'Q PLAN WINDOW/DOOR i OF OPENING SHEATHING PER PLAN STRUCTURAL SHEATHING PER PLANp H10A U.N.O. SHEATHING _j ... ' ' .. :. PROVIDE STANDARD . `° 2x6x12 P.T. CENTER H 10A U.N.O. H10A U.N.O.ILL W .' ..r...,...:� ,,.. -++• ... w °• °: HOOK 1 BUCK .: •: .. ".. ,+ ,+° °. 1/2" J -BOLT w/ 5-1/2" u- :.'.. , ; . A, ; ; , • f _ _ _ _ _ EMBED.CENTERED FRAME OUT TO BLOCK O EDGE AS REQ'D FRAME OUT TO BLOCK z z 2x6 P.T. NAILER FRAME OUT TO BLOCK EDGE o (1) #5 IN TIE BEAM ATTACHED w/ (1) 1/4"x EDGE AS REQ'D cn ' (1) #5 BAR IN PRECAST 2-3/4" TAPCONS @ 24" O Q f.,'�r • �• ` LINTEL O.C. AMX. & 4" FROM 1/2" J -BOLT ENDS 2 2x TOP PLATE ( ) c1. I— (2) #5's VERTICAL IN GARAGE WALL OR EPDXY ANCHOR @ 32" O.C. & 6" FROM (2) 2x #2 SYP SEE PLAN W 0- U) w . ... ; • . GROUT FILLED CELL BEYOND i (2) 2x TOP PLATE (2) 2x PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY EACH END W/ 2 x 2 x = h- CL U FOR BEAM SIZE s IF OPENING PROVIDED O SQUARE WASHER PER PLAN) (n > 2x6 P.T. BUCK EACH MIN, 2x4 SPF #2 KNEE MIN.' 2x4 SPF #2 KNEE W/MIN. 7 EMBED. MIN. 2x4 SPF #2 KNEE <C W G •+' �r :, ENTIRE COLUMN TO w co SIDE OF OPENING WALL WITH STUDS @ WALL WITH STUDS @ WALL w/ STUDS @ 16 � - BE GROUT FILLED w m � „ v (5) 1!2 DIA. J -BOLT W/ 16 O.C. W/ 2 2x #2 SYP SEE PLAN O 16 O.C. W/ 2x PT BOTTOM PLATE O.C. w/ STRUCTURAL 1- 5 U.N.O. w 5-1l2 EMBED. AT EA. STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING FROM W •.fir 4�'. ,.� �° � �.TOP (1) #5 VERTICAL IN O DOOR BRACKET, EA. SHEATHING ON BOTH I SHEATHING ON BOTH � OF WALL TO � w_ �I;...., GROUT FILLED CELL (IF C0 SIDE OF DOOR. SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR BOTTOM OF WALL. REQ'D PER PLAN) h � „ „ PROVIDE 2x2 WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE ATTACHED PER �rl►�a�'e� co . ;V4.111.1: 0 w m > WASHER W/ EA. BEAM. ATTACHED PER RADIUS AS REQ'D NAILING SCHEDULE � BEAM. ATTACHED PER NAILING SCHEDULE y� ,•.,,.. NAILING SCHEDULE O U �® X14 �r uj ce) .,• �/Ij NOTE: SEE MDO$ ON p ANCHOR. 1st BOLT TO 00 ( � OTHERWISE SP2 CLIPS ®®.®•® °® �• •® .� °•, ;, ..' _' rr•, LINTEL PLAN FOR Q BE 8" MAX. ABV. CURB, OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS BUILDER FRAME MASONRY WALL AT TOP AND SP1 CLIPS z `� *® *• 00 e'- 6,. W Y e ADDIT'L REBAR INFO REST EQ. SPACED AT BASE ARE RADIUS AS REQ'D AT BASE ARE REQ'D C . O ® "" �► �• , Z ®Z ' 4 ;, -24 O.C.) REQUIRED !r ® .,-_ Zw Q U REINFORCEMENT DETAIL fib FO KNEEWALL AT DOWNS TBAM F0 KNEEWALL AT UPSET BEAM KNEEWALL OVER MASONRY WLVERTICAL F0 ®�®®•®•®�DO •�`°•®�`���� kL ,-0 „ „_1- , /3/4"=11-011 1 2„_1 1 /2 0„ 3/4"=1'-0” 3/4„_1, - 0„ ILL'�r �a�l'����9� m u- O W z 0 > 0 O PRE-ENG.TRUSS PER W � �QI`��Jf� co PLAN, 24 O.C. MAX IX U ROOFING MATERIAL PER ARCHS (2) 2x TOP PLATE W/ Q C) z SEE FRAMING PLAN NOTE: THIS DETAIL APPLIES TO THE SIZE (3) 12d END NAILS TO LAST STUD SPACING # ROWS °' -• - FOR CONNECTION FOLLOWING CONDITIONS: '•� 1 PRE -CAST LINTEL PER INFO x 2 1/4" TYPICAL TIE BEAM w/3000 PLAN 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 Z�'9 2x4 3/16" (3) INTERIOR LOAD BEARING FRAME WALL TO 12" O.C. STD HOOK OPENING SEE ARCH PLANS FOR CMU WALL e r° . 2x PT STUD OR ALTERNATE 1x PT WATERPROOFING BY • OVERHANG INFO x 3 1/4" ° FURRING TO CMU W/ 2x FRAMING PER BUILDER/ OTHERS s..: PLAN WINDOW/DOOR P.T, BUCK FASTENER SCHEDULE �ul Z SIZE TAPCONS SPACING # ROWS 1x4 3/16” x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" 1x8 3/16" x 2 1/4" 12" O.C. 2 Z�'9 2x4 3/16" x 3 1/4" 12" O.C. 1 3/16" x,3 1/4" " 2x$ 3/16" x 3 1/4" 12" O.C. ��2 ----" OPENING SIZE AND LU NOTES: Uj RE. ELEV. TYPICAL FILLED CELL w/ 3000 LOCATION PER PLAN 1 2x SYP #2 P.T.BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF 3: , FOR O.H. REFER TO PLAN FOR ADDITIONAL psi CONC. w/(1) #5 REBAR VERT. (TYP). W TYP. SINGLE TIE -BEAM LO WALL FRAMING INFORMATION VERIFY w/ PLAN FOR REQ'D WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE � 0 W/ (1) #5 CONT. LOCATIONS 4 FROM ENDS AND 16 O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE GROUT SOLID MASONRY WALL PER OF BUCK., W 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 Z a m CMU WALL AS REQ'D PER PLAN P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. 8 ? Z 3, ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO • ° a SCHEDULE USE (3) ROWS OF 10d x 3" NAILS OU m ( U o Q a" J -BOLTS OR" THREADED ROD, ' : EXISTING 2x BUCKED OPENING, WINDOW PER > 6 FROM EA, END OF WALL, WALL „ U STAGGERED @ 12 O.C. AND 6 FROM ENDS @EACH SUCCESSIVE BUCK. ..,,r a� � ti FLOOR PLAN OPENINGS & AT 32"o,c. MAX. 6" MIN. (4) EQ. SPACED TITEN HD ANCHORS w/ z "'"� d J O u� M E ( MAX. 2 PLIES OVER INITIAL P.T. BUCK. EMBED.) w/ 2"x2" SQ. WASHERS MIN. 12.... EMBEDMENT FOR HOLLOW -- """"'" z F- r 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME w U) -� NOTE: 21" MASONRY NAILS I BLOCK OR 3 1/2" EMBEDMENT FOR SOLID 0 °� I- z . OPENING u - IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS w � Q O � , 2 BLOCK, MAX. 6" FROM TOP AND BOTTOM fn fn •- - PRECAST CONC. OR (HAND OR POWER DRIVEN) (FASTENING) ARE MET. O Z U 1= 0 O 00 16"o.c. MAY BE USED I.L.O. OR 1/4 TAPCON W/ MIN. 2 EMBEDMENT 6 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID 0. O � w z m FROM TOP AND BOTTOM AND 12 O.C.2 W J U) - z - c� $ POWERS STEEL SILL @ ,� I— � — 1— -- ti � J -BOLTS FOR WALLS THAT DO GROUTED CMU. TYP, @ ALL WINDOWS BETWEEN � Q O O %:Ss NOT CARRY UPLIFT 6. WINDOW OR DOOR INSTALLATION BY OTHERS Z w p = 2 C� 0Q�cI'-z E EXT FINISH PER PLAN DO BEARING/ SHEARWALL CONNECTION TO CMU fi`­D�02x BUCK DETAIL ¢ J O W< Z O -- PT BASE PLATE O UU_O _ _01f _01V z �WNJ W W p OC UjQ •�:, MAIN FLOOR W_j 0 ELEV U-0" H F-- Z CONC. SLAB - •,. `• VERT REINF. BEYOND Q W SEE FOUNDATION W = W `✓ PLAN FOR MORE INFO SEE FOUNDATION -----� I S W �= - , MASONRY WALL PER PRE-ENGINEERED ROOF SHEATHING, DETAILS FOR FTG INFO I- PLAN TRUSSES PER PLAN @ (TYP) SEE ELEV. SEE 24" 0, C. MAX. DOUBLE 2x TOP PLATE PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. W H10A U.N.O.DOUBLE TOP PLATE z 'Q 07 SO TYPICAL ONE STORY CMU WALL SECTION IF REQ'D, PROVIDE W Z ,,� „ CLOSURE WALL wJ SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE (� � D 3/4 --1,-0 @ EACH STUD 12d NAILS @EACH END LU SINGLE TOP AND BASE 0 F - PLATE w/ (2) 16d NAILS (0 'Q O EXT. SHEATHING —'J 11 TO TRUSS.. STUDS @ PRE-ENGINEERED SIMPSON LSTA30 W/ w > .. EXT, BEAM PER PLAN PT POST PER PLAN ATTACHED PER �� 24" O.C.& EXT, ROOF TRUSS SEE W W W NAILING SCHEDULE � (22) 10d NAILS (ALL z = W J FROM TOP OF SHEATHING INSTALLED FRAMING PLAN FOR CORNER CONDITIONS a U2 W LAP BEAM PLYS AND PER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND w O Q W KNEEWALL TO BOTTOM SEE PLAN FOR I- = Vi NAIL AS SHOWN (5) 10d OR SP2 CLIPS AT TOP I NAIL PER PLAN TALLER STUD) cco z NAILS PER PLY EXT. BEAM PER PLAN AND SP1 CLIPS AT CONNECTION J W 0 W 1-- �W� BASE ARE REQ'D. 2x BRG WALL, SEE 4 1 HTS20 CLIP FROMCRICKET AS REQUIRED PLAN FOR STUD SIZE & z 2x BLOCKING W = 0 g POST TO BEAM SPACING. MIN (2) 2x SEE FLOOR PLAN FOR 0 V C Q 4 MIN 2x4 STUDS @ 16 UNDER GIRDER TRUSS MORE BRG. WALL INFO PLAN VIEW @ TOP OF POST o/c MAIN SPAN ROOF U.N.O. LU W Y m p PT POST PER PLAN TRUSS 2x BLOCKING Q� 2x P.T. PLATE c� O N Z ABU POST BASE PER 1/2" x 8" J -BOLT OR EPDXY PLAN SIMPSON LSTA24 EACH (2) 2x TOP PLATE 17 -LL 0. N ANCHOR @ 32" O.C. & 6" 5/8" THREADED ROD w/ FROM EA. END W/ STUD BLDG DESIGN: --- ATTACH 2X TO NUT SET IN ADHESIVE WASHER, CENTER ON ��'`` ---- META16 U.N.O. 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) STRUCTURAL ENG: MCD BASE PLATE PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS DRAFTING: -DESIGN: � ' .•a: � ' . • • . 11 .• °• � TOP KNOCK OUT O STAGGERED @ g" O.C. --- a• 11. o .� / SEE FOUNDATION COURSE W/ (1) #5 SPACING. MIN 2 2x 4a . 11 PLAN FOR ADDITIONAL MASONRY WALL PER UNDER GIRDER TRUSS SEE PLAN FOR-STRUCT: DJ _ �_ 3 '' INFO CONT, PLAN U.N.O. CONNECTION QC CHECK: MRB - SIDE VIEW @ BASE OF POST fiFl KNEEWALL ABOVE MASONRY WALL F1 SECTION @ DOUBLE BEARING Fl STEP @ BEARING FRAME WALL JOB No. PSQ-2171609 SCALE: AS INDICATED 3/4"=1'-011 3/4"=11.01f— DATE: 09/25/17 60 CORNER COLUMN FRAMING 3/4"=1'-0" SD1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC, An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC is strictly prohibited. p p Y Y p p � � Y �ul Z U 0 w p o D W 0 crW O Z�'9 ZN O Z • 0 � Q O � 0o a m i ----" OPENING SIZE AND LU NOTES: Uj RE. ELEV. TYPICAL FILLED CELL w/ 3000 LOCATION PER PLAN 1 2x SYP #2 P.T.BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF 3: , FOR O.H. REFER TO PLAN FOR ADDITIONAL psi CONC. w/(1) #5 REBAR VERT. (TYP). W TYP. SINGLE TIE -BEAM LO WALL FRAMING INFORMATION VERIFY w/ PLAN FOR REQ'D WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE � 0 W/ (1) #5 CONT. LOCATIONS 4 FROM ENDS AND 16 O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE GROUT SOLID MASONRY WALL PER OF BUCK., W 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 Z a m CMU WALL AS REQ'D PER PLAN P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. 8 ? Z 3, ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO • ° a SCHEDULE USE (3) ROWS OF 10d x 3" NAILS OU m ( U o Q a" J -BOLTS OR" THREADED ROD, ' : EXISTING 2x BUCKED OPENING, WINDOW PER > 6 FROM EA, END OF WALL, WALL „ U STAGGERED @ 12 O.C. AND 6 FROM ENDS @EACH SUCCESSIVE BUCK. ..,,r a� � ti FLOOR PLAN OPENINGS & AT 32"o,c. MAX. 6" MIN. (4) EQ. SPACED TITEN HD ANCHORS w/ z "'"� d J O u� M E ( MAX. 2 PLIES OVER INITIAL P.T. BUCK. EMBED.) w/ 2"x2" SQ. WASHERS MIN. 12.... EMBEDMENT FOR HOLLOW -- """"'" z F- r 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME w U) -� NOTE: 21" MASONRY NAILS I BLOCK OR 3 1/2" EMBEDMENT FOR SOLID 0 °� I- z . OPENING u - IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS w � Q O � , 2 BLOCK, MAX. 6" FROM TOP AND BOTTOM fn fn •- - PRECAST CONC. OR (HAND OR POWER DRIVEN) (FASTENING) ARE MET. O Z U 1= 0 O 00 16"o.c. MAY BE USED I.L.O. OR 1/4 TAPCON W/ MIN. 2 EMBEDMENT 6 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID 0. O � w z m FROM TOP AND BOTTOM AND 12 O.C.2 W J U) - z - c� $ POWERS STEEL SILL @ ,� I— � — 1— -- ti � J -BOLTS FOR WALLS THAT DO GROUTED CMU. TYP, @ ALL WINDOWS BETWEEN � Q O O %:Ss NOT CARRY UPLIFT 6. WINDOW OR DOOR INSTALLATION BY OTHERS Z w p = 2 C� 0Q�cI'-z E EXT FINISH PER PLAN DO BEARING/ SHEARWALL CONNECTION TO CMU fi`­D�02x BUCK DETAIL ¢ J O W< Z O -- PT BASE PLATE O UU_O _ _01f _01V z �WNJ W W p OC UjQ •�:, MAIN FLOOR W_j 0 ELEV U-0" H F-- Z CONC. SLAB - •,. `• VERT REINF. BEYOND Q W SEE FOUNDATION W = W `✓ PLAN FOR MORE INFO SEE FOUNDATION -----� I S W �= - , MASONRY WALL PER PRE-ENGINEERED ROOF SHEATHING, DETAILS FOR FTG INFO I- PLAN TRUSSES PER PLAN @ (TYP) SEE ELEV. SEE 24" 0, C. MAX. DOUBLE 2x TOP PLATE PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. W H10A U.N.O.DOUBLE TOP PLATE z 'Q 07 SO TYPICAL ONE STORY CMU WALL SECTION IF REQ'D, PROVIDE W Z ,,� „ CLOSURE WALL wJ SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE (� � D 3/4 --1,-0 @ EACH STUD 12d NAILS @EACH END LU SINGLE TOP AND BASE 0 F - PLATE w/ (2) 16d NAILS (0 'Q O EXT. SHEATHING —'J 11 TO TRUSS.. STUDS @ PRE-ENGINEERED SIMPSON LSTA30 W/ w > .. EXT, BEAM PER PLAN PT POST PER PLAN ATTACHED PER �� 24" O.C.& EXT, ROOF TRUSS SEE W W W NAILING SCHEDULE � (22) 10d NAILS (ALL z = W J FROM TOP OF SHEATHING INSTALLED FRAMING PLAN FOR CORNER CONDITIONS a U2 W LAP BEAM PLYS AND PER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND w O Q W KNEEWALL TO BOTTOM SEE PLAN FOR I- = Vi NAIL AS SHOWN (5) 10d OR SP2 CLIPS AT TOP I NAIL PER PLAN TALLER STUD) cco z NAILS PER PLY EXT. BEAM PER PLAN AND SP1 CLIPS AT CONNECTION J W 0 W 1-- �W� BASE ARE REQ'D. 2x BRG WALL, SEE 4 1 HTS20 CLIP FROMCRICKET AS REQUIRED PLAN FOR STUD SIZE & z 2x BLOCKING W = 0 g POST TO BEAM SPACING. MIN (2) 2x SEE FLOOR PLAN FOR 0 V C Q 4 MIN 2x4 STUDS @ 16 UNDER GIRDER TRUSS MORE BRG. WALL INFO PLAN VIEW @ TOP OF POST o/c MAIN SPAN ROOF U.N.O. LU W Y m p PT POST PER PLAN TRUSS 2x BLOCKING Q� 2x P.T. PLATE c� O N Z ABU POST BASE PER 1/2" x 8" J -BOLT OR EPDXY PLAN SIMPSON LSTA24 EACH (2) 2x TOP PLATE 17 -LL 0. N ANCHOR @ 32" O.C. & 6" 5/8" THREADED ROD w/ FROM EA. END W/ STUD BLDG DESIGN: --- ATTACH 2X TO NUT SET IN ADHESIVE WASHER, CENTER ON ��'`` ---- META16 U.N.O. 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) STRUCTURAL ENG: MCD BASE PLATE PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS DRAFTING: -DESIGN: � ' .•a: � ' . • • . 11 .• °• � TOP KNOCK OUT O STAGGERED @ g" O.C. --- a• 11. o .� / SEE FOUNDATION COURSE W/ (1) #5 SPACING. MIN 2 2x 4a . 11 PLAN FOR ADDITIONAL MASONRY WALL PER UNDER GIRDER TRUSS SEE PLAN FOR-STRUCT: DJ _ �_ 3 '' INFO CONT, PLAN U.N.O. CONNECTION QC CHECK: MRB - SIDE VIEW @ BASE OF POST fiFl KNEEWALL ABOVE MASONRY WALL F1 SECTION @ DOUBLE BEARING Fl STEP @ BEARING FRAME WALL JOB No. PSQ-2171609 SCALE: AS INDICATED 3/4"=1'-011 3/4"=11.01f— DATE: 09/25/17 60 CORNER COLUMN FRAMING 3/4"=1'-0" SD1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC, An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC is strictly prohibited. p p Y Y p p � � Y 2x #2 SPF CRIPPLES AT W -----"_ 16" O.C. W/ SP4 AT TOP ~ AND SPI AT BASE p IY _. O W W LSTA30 HEADER TO F= -- T SIMPSON A23 @ EACH BRACE TO PLATE A35 ,DIAGONAL TO TRUSS BOT, CHORD iv NO BRACE REQUIRED 4'-8" < HA 7'-0" STUDS U.N.O. U- O 7'-0" < H-4 91-4" (2) 2x4 BRACE (SEE SECTION A -A) 3 1/4" HOLD 1/2" J -BOLTS w/ STRONGBACK W/ (1) 2x4 BRACE 14'-0" < HA18'-8" STRONGBACK W/ (2) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" 2x4 BLOCKS. SIMPSON A35 CLIPS @ SIMPSON A35 CLIPS @ WHERE O.H. IS > l' -O", DROP I-- SEE GABLE CLG. NAILING SURFACE00L_,/EMBED) MIN. 6" FROM (2) ROWS 12d NAILS U) U a o CONNECTION DETAIL 00 EACH END AND 32" O.C. «� SHEATHING COVERING IF REQ'D @ 6" O.C. TO DIAGONAL FOR REQ'D CONNECTIONS 24" O.C. 24" O.C. GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS (2)16d NAILS @ EA. END. BLOCK ADJ. (2) 10d NAILS @ EA, O CMU WALL CONNECTION CLEAR SPAN CONNECTION STAGGERED @ 12" Q BOTTOM CHORD O BOTTOM CHORD z 2ND 2x4 BRACE IF ° Z X FD 16d COMMON NAILS Q m EA. STUD OR TRUSS U I SIMPSON LSTA18 SIMPSON LSTA18 @ @ TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NOTE: ALL GABLE BAYS EA. DIAG. AS SHOWN. FASTEN ROOF @ O.H. SIZE FO TYPICAL HEADER DETAIL 2x4 SYP #2 BRACING @ 24" O.C. O.C. � 1 FACES (3) z W rn N 2x4 ATTACHED TO EA. GABLE 2x4 WITH 2x4 BLOCKS. REFER TO GE02 � v a 0 m FOR FALSE BM ATTACHMENT w/ (3) 10d TOENAILS EA. END i - Q .,.,. BRACE 48" O.C. AND AT ENDS 48" O.C. AND AT ENDS BRACING ISTD BE TRUSS WITH (3) 12d TOENAILS. SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH SYP#2 OR BETTER I�L USE (2) 1/4" TAPCONS D (2) 10d NAILS S ROWS 12d NAILS 0 STAGGERED 12" O F--{ w/MIN. 2" EMBED. @ (n U (a R O c 0 ROOF SHEATHING,Uj SHEATHING NOT REQ'D (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D H2.5 CLIP. MAX 2'-0" O.H. 24" O.C. a W Z O W Z N a O.C. FOR 2X100 OR F— LL Jcv�[�Z�o GEO GABLE END @ FLAT CEILING CONNECTIONS 4i�0GABLE END BRACING SHEATHING NOT REQ'D TO BE CONT. @THE TO BE CONT. @ THE (2) 10d NAILS _ O O S`s cn z M w ui o 3/4"=1'-0" GREATER HEADER W < OU < zO O (2) 10d NAILS TRANSITION FROM TRANSITION FROM @ EA. BOTTOM F_ U F- LL � N O %14 Q PLAN SHOWN) L!U W O U @ EA. BOTTOM WALL TO GABLE BEAM TO GABLE CHORD TRUSS '� CONT. 2x4 (TRUSS _ J � W D02 LEDGER @ LOW ROOF ~ H Z CHORD TRUSS W DOUBLE 2x TOP PLATE 2x4 DIAGONAL BRACE Q @ 48" O.C. TO 3RD FASTEN SIDE WALL BAY REQ'D w/ W d\ BEAM PER PLAN 2x4 BLOCKS. SHEATHING PER PLAN �--- 2x4 BLOCKS. M p RON BACK SEE v� REFER TO GE02 2X STUDS TYP. W �� dd REFER TO GE02 (5) 16d NAILS BRACE CHART J TO BLOCKING a � SIMPSON H10A EXT, SHEATHING; I I I ®• SIMPSON H10A ATTACH PER PLAN � GABLE BRACING (+) � s�� � °.••••. 4) 16d NAILS BRACE TO PER W OgA DB STUDS 0 • ti <W ( SEE CHART O '�.v'�,•° ••• `/�� � DIAGONAL TO BEAM DIAGONAL TO TOP z D �: O ® Z1 BLOCKING PROVIDE ,.�?..J 00 PLATE I I I T4 EA. ADJ DIAG. ATTAC ED TO FTG `C J� '�` Z '- n •0 ® O• z 2x4 SYP#2 BLOCKING @ FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D +�► USING 1/2" 0 J -BOLTS `"� Z '.� ' O BEAM CONNECTION FRAME WALL CONNECTION EA. BAY ADJACENT TO 16d NAILS. PER CHART OR EPDXY ANCHOR@ w�``� U EA. DIAG. AS SHOWN. 6.. FROM EA. END OF I- d' •••.••••• J (4) BAYS MIN. I I Xz I N BASE PLATE &WALL Q'®�RQa®�� 0 GABLE BRACING48" (2) 1 O NAILS @ EA. O.C. NOT REG'D 6� 71 F� OPENINGS & 32" O.C. U "��gdsdAq�aasae � BOTTOM CHORD FROM EAVES A A p0 W/ 7 MIN EMBED. & 2 U_LL GABLE END Op , WASHER. AT SLAB m SHEATHING FASTEN FN/NG, STEP DOWNS, EMBED. z 40 PER PLAN. MUST BE 7" BELOW O l CONTRACTOR TO FIELD VERIFY WHICH STEP Ll 5 O CONDITION IS REQUIRED. CONTACT EOR P.T BASE PLATE O NAIL GABLE END BOTTOM CHORD TO FOR ADDITIONAL INFO AS REQ'D 6� c0 PLATE USING 10d NAILS AT 12" Q.C. SIMPSON A23 @ EACH BRACE TO PLATE A35 ,DIAGONAL TO TRUSS BOT, CHORD iv NO BRACE REQUIRED 4'-8" < HA 7'-0" (1) 2x4 BRACE 7'-0" < H-4 91-4" (2) 2x4 BRACE (SEE SECTION A -A) 3 1/4" HOLD 1/2" J -BOLTS w/ STRONGBACK W/ (1) 2x4 BRACE 14'-0" < HA18'-8" STRONGBACK W/ (2) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" 2x4 BLOCKS. I-- SEE GABLE CLG. NAILING SURFACE00L_,/EMBED) MIN. 6" FROM REFER TO GE02 U a o CONNECTION DETAIL 00 EACH END AND 32" O.C. «� SHEATHING COVERING IF REQ'D @ 6" O.C. TO DIAGONAL FOR REQ'D CONNECTIONS (2) 10d NAILS @ EA. MAX. (2) 10d NAILS @ EA, O CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL BOTTOM CHORD O BOTTOM CHORD z 2ND 2x4 BRACE IF ° Z X FD 16d COMMON NAILS Q m EA. STUD OR TRUSS U I J J FO TYPICAL HEADER DETAIL 2x4 SYP #2 BRACING @ 24" O.C. ti9 W rn N 2x4 ATTACHED TO EA. GABLE 2x4 WITH 2x4 BLOCKS. REFER TO GE02 � v a 0 m FOR FALSE BM ATTACHMENT w/ (3) 10d TOENAILS EA. END i - Q .,.,. BRACE a. 2x TOP PLATE TO GABLE END W/ I�L USE (2) 1/4" TAPCONS D (2) 10d NAILS GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < HA 7'-0" (1) 2x4 BRACE 7'-0" < H-4 91-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H,414'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < HA18'-8" STRONGBACK W/ (2) 2x4 BRACE Li F— W Uj cn W V H _ 2x8 RIDGE BOARD 2x4 SYP #2 BLOCKING 'S U) 2x6 COLLAR TIE HALF @ 48 O.C. MAX. W/ (3) TRUSSES AT 24" O.C. 12d TOE -NAILS @ EA. ROOF SHEATHING PER W Q WAY UP HEIGHT OF END. REDUCE PLAN ATTACH PER TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ 48" z Z 0) VALLEY. FASTEN w/ (5) SPACING TO 24" O.C• NAILING SCHEDULE " 10d COMMON NAILS PLAN. STUDS @ 24 I I EACH END (TYP.) F. @ WALLS CARRYING O.C. ATTACH W/ (6) 8d to 0 V- O LOADS SUCH AS O.C. MAX. STUD NAILS (MAX. 4" 0 P: F•- 2x6 RAFTER TO 2x8 CABINETS OR HEAVY SPACING TO BE VERTICAL GAP U Q 0 ZRIDGE BOARD W/ A35 SHELVINGREDUCED DOWN TO TYP. NON -LOAD (/i J BETWEEN 12" LONG � 11 �? ON (1) SIDE OF s 16" O.C. MAX. @ W SIMPSON DTC @ EACH '� LOCATIONS CARRYING BLOCK & TRUSS J W LOADS SUCH AS RAFTER & A35 ON ADJ HORIZONTAL BLOCK `- BOTTOM CHORD/ BEARING WALL PER W I RAFTER TO OPP SIDE LOCATION. ATTACH W/ TRUSS BLOCKING.) `PLAN. STUDS @24"rARIMPTq (AS SHOWN) (6) 8d NAILS (MAX. " SHELVING. TO HEAVY REDUCE DTC SPACING O.C. MAX. STUD 0 � W TO 24" O.C. FOR N SPACING TO BE = Z I I 2x6's @ 24" o,C. MAX. VERTICAL GAP REDUCED DOWN TO W W 0 W BETWEEN 12" LONG WALLS CARRYING FASTEN SYP OR SPF HOLD TOP OF LOADS SUCH AS 16" O.C. MAX. @ `� J 2x6 (MIN:) PLATE THRU BLOCK &TRUSS NON -LOAD BEARING I•- W 11 BOTTOM CHORD/ _ 1„ CABINETS OR HEAVY _.__ LOCATIONS CARRYING z a V SHEATHING PER PLAN WALL DOWN 1-2 SHELVING LOADS SUCH AS W TRUSS BLOCKING.) V 0 IY �( W/ 1/4"x4-1/2" SIMPSON � BELOW BOTTOM OF _ CABINETS OR HEAVY �- -- SDS SCREWS TO TOP 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. w W m _ - -- -- — — — CHORD OF EACH LONG @ HORIZONTAL CHORD. LONG @ TRUSS 0 CV Z TRUSS BELOW BLOCKING LOCATION LOCATION FOR CLIP _ (D FASTEN CONV. 2x FOR CLIP ATTACHMENT, @ 48 ~ G N VALLEY RAFTER ATTACHMENT. ATTACH O.C. ATTACH TO WALL FRAMING (OR PRE -ENG TO WALL SINGLE TOP SINGLE TOP PLATE W / HOLD TOP OF BLDG DESIGN: --- VALLEY TRUSSES) TO PLATE W / MIN. (4) 8d MIN. (4) 8d NAILS. NON -LOAD BEARING STRUCTURAL ENG: MCD 2x PLATE WITH NAILS. WALL DOWN 1-2' DRAFTING: SIMPSON MTS12 OR BELOW BOTTOM OF -DESIGN: --- SINGLE 2x TOP PLATE-STRUCT: DJ LSTA12 & (5) 8d NAILS TRUSS BOTTOM @ EA. RAFTER TO PLT. PARALLEL` TRUSS SINGLE 2x fioP PLATE PERPENDICULAR TRUSS CHORD. QC CHECK: MRB ---- JOB No. PSQ-2171609 CF01 FIELD FRAMED VALLEY DETAIL AF2 NON-BEARING WALL __.__....___.. SCALE: AS INDICATED 1/2"=1'-0" DATE: 09/25/17 SD2 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, or transfer of these documents without the expressed,. written consent of MONTA CONSULTING &.DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited: PROVIDE 16d NAILS GABLE END TRUSS TO SIMPSON A35 CLIPS @ 16d NAILS @ 6" O.C. NOTE: CONTRACTOR TO NAIL w ;; ���� N `J 1st KING STUD INTO HEADER _ PER HEADER SCHED. THEN SP4 @ BASE OF EA. Q SEE CHART. U o d _ w ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE TIE BEAM COURSE w/ (1) w/ (3) 10d NAILS @ EA. TRUSS BRACE #5 CONT. .2x4 I-- SEE GABLE REQ'D. SEE SCHED. FOR BEARING WALL W w U a o CONNECTION DETAIL NUMBER OF KING AND JACK SCHEDULE FOR (n p «� SHEATHING COVERING IF REQ'D @ 6" O.C. TO DIAGONAL FOR REQ'D CONNECTIONS Q 25 STUDS REQ'D. MORE INFO. Caw O CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL C0 z 2ND 2x4 BRACE IF ° O 16d COMMON NAILS Q m EA. STUD OR TRUSS U V! N U 1,-o V FO TYPICAL HEADER DETAIL ti9 W rn N 2x4 ATTACHED TO EA. GABLE 2x4 WITH zN 1/2"=1'-0" H p Q .,.,. BRACE Z AA GABLE VERTICAL BRACING 2x6 USE (2) 1/4" TAPCONS D (2) 10d NAILS 06 U z V? �rn F--{ w/MIN. 2" EMBED. @ (n U (a R O c 0 ROOF SHEATHING,Uj 10d COMMON NAILS @ 81, O.C. 24" O.C. a W Li F— W Uj cn W V H _ 2x8 RIDGE BOARD 2x4 SYP #2 BLOCKING 'S U) 2x6 COLLAR TIE HALF @ 48 O.C. MAX. W/ (3) TRUSSES AT 24" O.C. 12d TOE -NAILS @ EA. ROOF SHEATHING PER W Q WAY UP HEIGHT OF END. REDUCE PLAN ATTACH PER TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ 48" z Z 0) VALLEY. FASTEN w/ (5) SPACING TO 24" O.C• NAILING SCHEDULE " 10d COMMON NAILS PLAN. STUDS @ 24 I I EACH END (TYP.) F. @ WALLS CARRYING O.C. ATTACH W/ (6) 8d to 0 V- O LOADS SUCH AS O.C. MAX. STUD NAILS (MAX. 4" 0 P: F•- 2x6 RAFTER TO 2x8 CABINETS OR HEAVY SPACING TO BE VERTICAL GAP U Q 0 ZRIDGE BOARD W/ A35 SHELVINGREDUCED DOWN TO TYP. NON -LOAD (/i J BETWEEN 12" LONG � 11 �? ON (1) SIDE OF s 16" O.C. MAX. @ W SIMPSON DTC @ EACH '� LOCATIONS CARRYING BLOCK & TRUSS J W LOADS SUCH AS RAFTER & A35 ON ADJ HORIZONTAL BLOCK `- BOTTOM CHORD/ BEARING WALL PER W I RAFTER TO OPP SIDE LOCATION. ATTACH W/ TRUSS BLOCKING.) `PLAN. STUDS @24"rARIMPTq (AS SHOWN) (6) 8d NAILS (MAX. " SHELVING. TO HEAVY REDUCE DTC SPACING O.C. MAX. STUD 0 � W TO 24" O.C. FOR N SPACING TO BE = Z I I 2x6's @ 24" o,C. MAX. VERTICAL GAP REDUCED DOWN TO W W 0 W BETWEEN 12" LONG WALLS CARRYING FASTEN SYP OR SPF HOLD TOP OF LOADS SUCH AS 16" O.C. MAX. @ `� J 2x6 (MIN:) PLATE THRU BLOCK &TRUSS NON -LOAD BEARING I•- W 11 BOTTOM CHORD/ _ 1„ CABINETS OR HEAVY _.__ LOCATIONS CARRYING z a V SHEATHING PER PLAN WALL DOWN 1-2 SHELVING LOADS SUCH AS W TRUSS BLOCKING.) V 0 IY �( W/ 1/4"x4-1/2" SIMPSON � BELOW BOTTOM OF _ CABINETS OR HEAVY �- -- SDS SCREWS TO TOP 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. w W m _ - -- -- — — — CHORD OF EACH LONG @ HORIZONTAL CHORD. LONG @ TRUSS 0 CV Z TRUSS BELOW BLOCKING LOCATION LOCATION FOR CLIP _ (D FASTEN CONV. 2x FOR CLIP ATTACHMENT, @ 48 ~ G N VALLEY RAFTER ATTACHMENT. ATTACH O.C. ATTACH TO WALL FRAMING (OR PRE -ENG TO WALL SINGLE TOP SINGLE TOP PLATE W / HOLD TOP OF BLDG DESIGN: --- VALLEY TRUSSES) TO PLATE W / MIN. (4) 8d MIN. (4) 8d NAILS. NON -LOAD BEARING STRUCTURAL ENG: MCD 2x PLATE WITH NAILS. WALL DOWN 1-2' DRAFTING: SIMPSON MTS12 OR BELOW BOTTOM OF -DESIGN: --- SINGLE 2x TOP PLATE-STRUCT: DJ LSTA12 & (5) 8d NAILS TRUSS BOTTOM @ EA. RAFTER TO PLT. PARALLEL` TRUSS SINGLE 2x fioP PLATE PERPENDICULAR TRUSS CHORD. QC CHECK: MRB ---- JOB No. PSQ-2171609 CF01 FIELD FRAMED VALLEY DETAIL AF2 NON-BEARING WALL __.__....___.. SCALE: AS INDICATED 1/2"=1'-0" DATE: 09/25/17 SD2 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, or transfer of these documents without the expressed,. written consent of MONTA CONSULTING &.DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited: PROVIDE 16d NAILS GABLE END TRUSS TO SIMPSON A35 CLIPS @ 16d NAILS @ 6" O.C. 2x4 BRACE IF REQ'D FASTEN PER PLAN W _ •�, I-- PLT. @ 12" O.C. MAX. 24" O.C. FRAMING FOR FALSE BEAM IF REQ'D ZL SEE CHART. _ w TIE BEAM COURSE w/ (1) w/ (3) 10d NAILS @ EA. TRUSS BRACE #5 CONT. .2x4 I-- STUDS 24" O.C. w/ SINGLE CMU WALL OR LINTEL @ FALSE BM PER PLAN BELOW BASE & TOP PLATE w/ PLYWOOD '� 10d COMMON NAILS (1) A23 FROM STRONGBACK Uj U W U Z SHEATHING COVERING IF REQ'D @ 6" O.C. TO DIAGONAL Q 25 CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL 2x4 #2 SYP CONT. w/ (2) a z 2ND 2x4 BRACE IF ° 16d COMMON NAILS Q m EA. STUD OR TRUSS U V! N U 1,-o V x REQ'D, SEE CHART MEMBER, TYP. (MAX. q W rn N ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 24 O.C.). IFMAsoNRY, .,.,. v) Z � M �: g AA GABLE VERTICAL BRACING 2x6 USE (2) 1/4" TAPCONS D 06 U z V? �rn w/MIN. 2" EMBED. @ (n (a R O c 10d COMMON NAILS @ 81, O.C. 24" O.C. a W Z O W Z N Jcv�[�Z�o GEO GABLE END @ FLAT CEILING CONNECTIONS 4i�0GABLE END BRACING TRUSS PER PLAN C7 z _ O O S`s cn z M w ui o 3/4"=1'-0" 3/4"=1'-0" < OU < zO O WOOD/MASONRYz WALL OR TRUSS, SEE -?^, F- LL � N O %14 Q PLAN SHOWN) L!U W O U (TRUSS _ J 0 D02 LEDGER @ LOW ROOF ~ H Z Li F— W Uj cn W V H _ 2x8 RIDGE BOARD 2x4 SYP #2 BLOCKING 'S U) 2x6 COLLAR TIE HALF @ 48 O.C. MAX. W/ (3) TRUSSES AT 24" O.C. 12d TOE -NAILS @ EA. ROOF SHEATHING PER W Q WAY UP HEIGHT OF END. REDUCE PLAN ATTACH PER TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ 48" z Z 0) VALLEY. FASTEN w/ (5) SPACING TO 24" O.C• NAILING SCHEDULE " 10d COMMON NAILS PLAN. STUDS @ 24 I I EACH END (TYP.) F. @ WALLS CARRYING O.C. ATTACH W/ (6) 8d to 0 V- O LOADS SUCH AS O.C. MAX. STUD NAILS (MAX. 4" 0 P: F•- 2x6 RAFTER TO 2x8 CABINETS OR HEAVY SPACING TO BE VERTICAL GAP U Q 0 ZRIDGE BOARD W/ A35 SHELVINGREDUCED DOWN TO TYP. NON -LOAD (/i J BETWEEN 12" LONG � 11 �? ON (1) SIDE OF s 16" O.C. MAX. @ W SIMPSON DTC @ EACH '� LOCATIONS CARRYING BLOCK & TRUSS J W LOADS SUCH AS RAFTER & A35 ON ADJ HORIZONTAL BLOCK `- BOTTOM CHORD/ BEARING WALL PER W I RAFTER TO OPP SIDE LOCATION. ATTACH W/ TRUSS BLOCKING.) `PLAN. STUDS @24"rARIMPTq (AS SHOWN) (6) 8d NAILS (MAX. " SHELVING. TO HEAVY REDUCE DTC SPACING O.C. MAX. STUD 0 � W TO 24" O.C. FOR N SPACING TO BE = Z I I 2x6's @ 24" o,C. MAX. VERTICAL GAP REDUCED DOWN TO W W 0 W BETWEEN 12" LONG WALLS CARRYING FASTEN SYP OR SPF HOLD TOP OF LOADS SUCH AS 16" O.C. MAX. @ `� J 2x6 (MIN:) PLATE THRU BLOCK &TRUSS NON -LOAD BEARING I•- W 11 BOTTOM CHORD/ _ 1„ CABINETS OR HEAVY _.__ LOCATIONS CARRYING z a V SHEATHING PER PLAN WALL DOWN 1-2 SHELVING LOADS SUCH AS W TRUSS BLOCKING.) V 0 IY �( W/ 1/4"x4-1/2" SIMPSON � BELOW BOTTOM OF _ CABINETS OR HEAVY �- -- SDS SCREWS TO TOP 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. w W m _ - -- -- — — — CHORD OF EACH LONG @ HORIZONTAL CHORD. LONG @ TRUSS 0 CV Z TRUSS BELOW BLOCKING LOCATION LOCATION FOR CLIP _ (D FASTEN CONV. 2x FOR CLIP ATTACHMENT, @ 48 ~ G N VALLEY RAFTER ATTACHMENT. ATTACH O.C. ATTACH TO WALL FRAMING (OR PRE -ENG TO WALL SINGLE TOP SINGLE TOP PLATE W / HOLD TOP OF BLDG DESIGN: --- VALLEY TRUSSES) TO PLATE W / MIN. (4) 8d MIN. (4) 8d NAILS. NON -LOAD BEARING STRUCTURAL ENG: MCD 2x PLATE WITH NAILS. WALL DOWN 1-2' DRAFTING: SIMPSON MTS12 OR BELOW BOTTOM OF -DESIGN: --- SINGLE 2x TOP PLATE-STRUCT: DJ LSTA12 & (5) 8d NAILS TRUSS BOTTOM @ EA. RAFTER TO PLT. PARALLEL` TRUSS SINGLE 2x fioP PLATE PERPENDICULAR TRUSS CHORD. QC CHECK: MRB ---- JOB No. PSQ-2171609 CF01 FIELD FRAMED VALLEY DETAIL AF2 NON-BEARING WALL __.__....___.. SCALE: AS INDICATED 1/2"=1'-0" DATE: 09/25/17 SD2 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, or transfer of these documents without the expressed,. written consent of MONTA CONSULTING &.DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited: - 3 1111 1 11T INd1' 111! I]Jl Ii2111.Vi'1i ll9rlllll �� ;I'1._1 . _. II J_ -jI J. 1 (5) 16d NAILS BRACE To BLOCKING PROVIDE 2x4 BRACE TO EA, ADJ, DIAG. FASTEN TO DIAG.w/(2) 16d NAILS. �---- --� 2x4'S @ 24" O.C. GABLE END SHEATHING FASTEN PER PLAN SPLICE AS REQ'D SIMPSON H10A DIAG. TO BLOCKING fiF0 ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" NOTE, CUT BACK 2x8 FASTEN PER PLAN LINTEL (SEE PLAN) GABLE BRACING @ 48 �-�— PROVIDE 2x BLOCKING NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN PRECAST LINTEL PER P.T. @ TOP TO ALLOW FOR NAILING 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION HORIZONTAL L °) PLAN CONT. 2x4 BLOCKING 7/16" O.S.B. EA. SIDE 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/41' 2 1/2" EDGE 6' FROM EAVES. TRUSS PER PLAN AROUND CURVE, MIN. O.C. MAX. SEE PLAN FOR O.C. MAX: PROVIDE (4)10d x 3" 2 TAPCON ANCHORS SUPPORT AND TIE 10d x 3" COMMON NAILS AT JOINT PER -ENG TRUSSES DOWN OF JACK MASONRY WALL PER 2x8 PROVIDE BLOCKING .�►.:- TRUSSES 2 1/2�� o BETWEEN TRUSS BAYS SEE PLAN z w @ 48" O.C. FOR FIRST 3 N 1 1/2"" z w 2x$ W/ (2) 16d TOE BAYS SEE GABLE WALL PER PLAN LSTA302x ' _ CONNECTION DETAIL NAILS EA. END 04 % N BLK'G. TO O.S.B. W/ HEADER TO MAY ALSO BE N 10d x 3" COMMON TO EACH CRIPPLE STUD CONNECT ONS jgkARCH PER ELEV (2) - 8d EACH END STUDS U.N.O ***NOTE: GABLES SPANNING LESS 2x4 BLOCKS, (2) 16d SHEATHING PER PLAN 2x SPF CONT, z HEADER PER NAILS @ EA. END, PER PLAN BLOCKING ATTACH TO BLOBLOOSB z O I I a I I a � LOCATION BLOCK ADJ. BAYS @ V-0" MAX PLYWOOD CANT, O.H. W/ (2) 8d 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. a. 00 00 EA.DIAG. AS SHOWN, SEE ELEV. FOR NAILS END VIEW W/ CMU SEE ELEV. FOR SEE ELEV. FASTEN ROOF O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME OPP. SIDE fiF1'*TYPICAL SCAB OVERHANG SHEATHING TO BLOCKS w/8d NAILS WHERE O.H. IS > T-0", 7/16" OSB EA. SIDE, W/ (2) 2x8's 3/4"=1'-0" HEADER (SEE PLAN) 2x W/ (2) 16d TOE NAILS COPYRIGHT MCD 2015: The information contained in this @6"O.C. DROP END GABLE w/ 6d NAILS @ 16" O.C. TO FO TYPICAL BUILT-UP'STUD COLUMN DETAIL I EACH END OUTLOOKERS @ 24' SIDE & TOP NAILER (2) ROWS 12d NAILS Z O.C. TO RUN BACK TO 1ST COMMON TRUSS STAGGERED @ 12: O.C, I WITH (3) 12d TOENAILS. 7/16" O.S.B. EA, SIDE CONNECT TO DROP 2x BUCK PER MD04 (n z GABLE WITH H2.5 CLIP. THIS SHEET ARCH PER ELEV 2x BLK'G. TO O.S.B. W/ . M MAX 2'-0" O. . 0 O (2) - 8d EACH END — CONT. 2x4 END VIEW w/ WOOD @ 12" O.C. FOR 2X10 (5) 16d NAILS BRACE To BLOCKING PROVIDE 2x4 BRACE TO EA, ADJ, DIAG. FASTEN TO DIAG.w/(2) 16d NAILS. �---- --� 2x4'S @ 24" O.C. GABLE END SHEATHING FASTEN PER PLAN SPLICE AS REQ'D SIMPSON H10A DIAG. TO BLOCKING fiF0 ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" NCr�0A,ass FASTEN PER PLAN FNG,�y GABLE BRACING @ 48 �-�— PROVIDE 2x BLOCKING NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN O.C. MAX, FROM FOR NAILING 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION HORIZONTAL L °) 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 +/- 1/41' 2 1/2" EDGE 6' FROM EAVES. TRUSS PER PLAN 1" EDGE 1 1/2" EDGE O.C. MAX. SEE PLAN FOR O.C. MAX: PROVIDE (4)10d x 3" @ 4" O.C. SUPPORT AND TIE 10d x 3" COMMON NAILS AT JOINT PER -ENG TRUSSES DOWN OF JACK PROVIDE BLOCKING TRUSSES 2 1/2�� o BETWEEN TRUSS BAYS z w @ 48" O.C. FOR FIRST 3 N 1 1/2"" z w BAYS SEE GABLE WALL PER PLAN N _ CONNECTION DETAIL (FRAME WALL SHOWN; 04 % N 2x6 SUB FASCIA FOR RE'D MAY ALSO BE N 10d x 3" COMMON TO EACH CRIPPLE STUD CONNECT ONS MASONRY) CMU WALL PER PLAN ***NOTE: GABLES SPANNING LESS THAN S' DO NOT REQUIRE BRACING*** 10d x 3" COMMON OPP. SIDE z z (2) 8d TOE NAILS LU PER PLAN z O I I a I I a ' 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12°2x FRAME WALL PER__z 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. a. 00 00 O.C, PLAN SEE ELEV. FOR SEE ELEV. co 10d x 3" COMMON O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME OPP. SIDE fiF1'*TYPICAL SCAB OVERHANG (2) 2x4's (2) 24's (2) 2x8's 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this (2) 2x COLUMN 4 EO GABLE END @FLAT CEILING w/ BOSTON HIP FO TYPICAL BUILT-UP'STUD COLUMN DETAIL 3/4"=1'-01" ?OIr�� C,q� �� TO ROOF SHEATHING,D OV S'C ROOF SHEATHING, FASTEN PER PLAN NCr�0A,ass FASTEN PER PLAN FNG,�y F oc0� 2x4 FRAMING @ 24" 2x4 FRAMING @ 24" O.C. MAX. 2x SCAB w/ 10d NAILS O.C. MAX: PROVIDE (4)10d x 3" @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT PER -ENG TRUSSES NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS . @ 4" O.C. �•— SP4 DOUBLE TOP PLATE TRUSS CONNECTION PER PLAN ° _ PER -ENG TRUSSES 2x6 SUB FASCIA — 2x6 SUB FASCIA PER PLAN TO EACH CRIPPLE STUD CMU WALL PER PLAN (2) 8d TOE NAILS TO LEDGER TRUSS CONNECTION (2) 8d TOE NAILS LU PER PLAN TO LEDGER ' 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12°2x FRAME WALL PER__z 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. O.C, PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL fiF1'*TYPICAL SCAB OVERHANG 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DI I i�.; I 11'11111 'Cllr IIIA II I'I11F�ill'.f 11111 I�IC 'I�IIf IIAIII 1'01 11171 EII IJ I --- >O O ILLd U r- • z w W U o O to p EDGE DISTANCE 0 cn 0 Z OUTSIDE (2) 2x4's PER IL :7� LIJ OLL O z �, w ZN 10dx3" 0 O o � Q Z U F- W (a 211w Z.� U01— W Q N N d F - o =0 co 00~ W° W cX Z Z 0 cn ¢z 10d x 3" OPP. SIDE of z z C, O m 0 co X U � / Cn � � o `"•' Q j W�- 000, Z OwmE Z V) F- Ck DISTANCE PER W G� °� IW- z Cl� L DETAILO 0 :5 9 0 (6 c Vi -0 zUVFc�-QZt N N 1— cA r. ... INSIDE PLY NAILS NAILED AT 8" O/C ? U5 O O 0: 0 8 STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x`s z 0 o= 0 a- v C zz~r'WW o (3+) 2x COLUMN o �� ow < CO Z o < Q�II�¢a LL Cr F - N~ L L] z O U N w Q H w F- Z -------- -- z h- W r... w _ w X A 2x STUDS @ 16" O.C. FOR KNEE WALL O F- F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT w �C ROOF SHEATHING FOR STRAP F z C CONT. ROOF SHEATHING NAIL PER PLAN w d O o H H D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p e� 0 Op TO TOP CHORDS OF TRUSSES BELOW WHEN w > J 11 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS _ w J LLI BELOW AND CONNECT w/ HTS20 @ 32" O.C. F- W LU L) OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW = ZQ W H A 2x PLATES OVER ROOF DECK PER VALLEY H A Q (,k J J O FRAMING DETAIL K z < LU 1 DOUBLET P PLATE B B ~ Q O 0 LA E 0 m 0 C <8> SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C U) Q C z RAFTER ~ 0- LL N E COMMON TRUSS PER PLAN OR CONY. FRAMING w/ E BLDG DESIGN: STRUCTURAL SHEATHING PER PLAN AND ROOF STRUCTURAL ENG: MCD 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: DJ NAILED @ 6" O.C. STAGGERED QC CHECK: MRB �F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D JOB No PSQ-2171609 NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE SCALE: AS INDICATED TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. DATE: 09/25/17 SD3 SIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited Q �•— SP4 DOUBLE TOP PLATE p _ TO EACH CRIPPLE STUD LU H U_ O (2) ROWS 12d NAILS Z STAGGERED @ 12: O.C, O EA. FACE OR (3) ROWS (n z 12d NAILS STAGGERED © 0 O @ 12" O.C. FOR 2X10 OR GREATER HEADER a w (3) 16d COMMON _ EE NAILS (TYP,) U W Z _ 2x4 SPF CONT. W r•.. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d W CNJ NAILS a 7/16" OSB EACH SIDE, © ��,��S,I®p Lij o) W/ 6d NAILS @ 16" O.C. © •®;e.®®;rr®�� U TO SIDE & TOP NAILER ®� ®moo '� 00 2x BUCKS `Z = Q �' LL 6•••• d Y O ®: J Q Z C W , z W a.4 = W 4° .� p U ui !� CT11••••••e ®• 'C U LL V ��ocee�� O m z >O O ILLd U r- • z w W U o O to p EDGE DISTANCE 0 cn 0 Z OUTSIDE (2) 2x4's PER IL :7� LIJ OLL O z �, w ZN 10dx3" 0 O o � Q Z U F- W (a 211w Z.� U01— W Q N N d F - o =0 co 00~ W° W cX Z Z 0 cn ¢z 10d x 3" OPP. SIDE of z z C, O m 0 co X U � / Cn � � o `"•' Q j W�- 000, Z OwmE Z V) F- Ck DISTANCE PER W G� °� IW- z Cl� L DETAILO 0 :5 9 0 (6 c Vi -0 zUVFc�-QZt N N 1— cA r. ... INSIDE PLY NAILS NAILED AT 8" O/C ? U5 O O 0: 0 8 STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x`s z 0 o= 0 a- v C zz~r'WW o (3+) 2x COLUMN o �� ow < CO Z o < Q�II�¢a LL Cr F - N~ L L] z O U N w Q H w F- Z -------- -- z h- W r... w _ w X A 2x STUDS @ 16" O.C. FOR KNEE WALL O F- F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT w �C ROOF SHEATHING FOR STRAP F z C CONT. ROOF SHEATHING NAIL PER PLAN w d O o H H D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p e� 0 Op TO TOP CHORDS OF TRUSSES BELOW WHEN w > J 11 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS _ w J LLI BELOW AND CONNECT w/ HTS20 @ 32" O.C. F- W LU L) OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW = ZQ W H A 2x PLATES OVER ROOF DECK PER VALLEY H A Q (,k J J O FRAMING DETAIL K z < LU 1 DOUBLET P PLATE B B ~ Q O 0 LA E 0 m 0 C <8> SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C U) Q C z RAFTER ~ 0- LL N E COMMON TRUSS PER PLAN OR CONY. FRAMING w/ E BLDG DESIGN: STRUCTURAL SHEATHING PER PLAN AND ROOF STRUCTURAL ENG: MCD 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: DJ NAILED @ 6" O.C. STAGGERED QC CHECK: MRB �F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D JOB No PSQ-2171609 NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE SCALE: AS INDICATED TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. DATE: 09/25/17 SD3 SIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited 1 II h1didL11111 l I1:11111VJL. MIJ 111911V 3/4"=1'-0" SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x12 w/ 10d X 3" NAILS @ 6" O.C. 2x12 AT WALL TO PRECAST LINTEL w/ (2)ROWS OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. i STAGGERED TRANSOM BETWEEN LINTELS LINTEL PER PLAN I SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" • TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER S01 HEADER @ POCKET SLIDER w/ TRANSOM 1/2"=1V_011 .COPYRIGHT MCD 2015: The information contained in this dol W Q NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED TOP PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE PLATE PLATE TO FRAME WALL OR PRE U_ LEAST 8'-0" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL PANEL W/ (2) W TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT 10d NAILS @ 8" O.C. (FOLLOW INSTALL SIMPSON TOP PLATE. ATTACH NAILING REQUIREMENTS THIS w PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. DETAIL FOR ALL TOP PLATE O NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) SPLICE LOCATIONS) O * + ATTACH 2x4 STUDS TO (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12dYPIC Z WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT • • + • " THEN (2) ROWS 10d ALL LOCATION O NAILS @ 8" O.C. a i-- OTHERWISE 2x4 WALL BEYOND AGAINST "MSN CLw 2x8 STUDS ATTACHED PER Z • • std„ (WF08/SD3) p ATTACH 2x8 STUDS TO TOP OVERLAP TOP PLATE Q W PLATE W/ (4) 12d TOE -NAILS AT CORNER Z DOUBLE 2X4 TOP SPLICE @ TYPICAL AT ALL LOCATION NAIL BOTTOM PLATE to ILLI TOP PLATE TO EACH PLY OF LI ATTACH 2x4 STUDS TO BUILT UP COLUMN --� TOP PLATE W/ (3) 12d • • BELOW W/ (2) 10d g ��+���r�rrl�,aa�rd® i--� TOE -NAILS TYPICAL AT ' • NAILS O ®,r [0 jo��U rn �•,®.®�®..`��j/® W my ALL LOCATION TOP SPLICE TOP PLATE CORNER TRANSITION p �• °.,u% °- � BOTTOM SPLICE OVER DOUBLE 2x8 TOP `Z w `�. <v " O ®, _: J =Y ° STUD PLATE C ®W T acl Q Z w v z ®' Z :z< U TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) a 2�A, oo w a fi FO TYPICAL TOP PLATE SPLICE @ BRG. WALL s .,,,�b� .®.• ®� , z 3/4"=1 -0 O co Z LO > o O W U 3j 2x DBL TOP PLATE 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS 3/8,; SHEATHING PER PLAN O Z BEYOND 72 UPLIFT RESISTANCE: NO OTHER FASTENERS (D NAIL SHEATHING AT FRAME WALL BOTTQMPLATE Z = U c O REQ'D. EXCEPT A5 NOTED N PLANS. AND AT FLOOR TRUSS TOP & BOT,PLATES USING (1) C i p Z ROW OF Bd COMMON NAILS @ 3" O.C. p � w 6 F — I � ! T I h w z -:J) T 2Q NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" °I A NAIL SPACING N W II I I 11 II II a = � 6 O.C. U_ II ) I II II II °w I�3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A 1/2" z III -1-1--_1I__ _----- aT0� @3"o.C. —_ _ O o� WALL SHEATHING a z O ® NAIL INT. W/ 8d NAILS @ 12" O.C. &NAIL EDGES 6" O.C. ° 4 0 III III II II SPLICE, SEE SPLICE O w M III (I I II II I „ , , Z U.N.O. ON PLANS A 1/2" Q W DETAIL. MAX 1/8 O p III OPENING III I I II I I � w . 0 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d _..a w 4 SPACE BETWEEN w � COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING w III III II PANELS _ Z LO III 3 ILI I II II © PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING ~ IIIIII T 1. -° STUD O AROUND o BOTTOMYP. HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & BEYOND,2x STUDS U � SHEATHING SPLICE, III OPENING III 11 II I SEE PLAN FOR MORE O7 (2)13d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR 0 � INFO O LL p VERTICAL MEMBER IF GABLE END SHEATHING & Z III — III II II ( Z cn GYPSUM WALLBOARD Q p 2x4 #2 SYP P.T. p¢<(1)zo TRUSS PER PLAN 2 BLOCKING @ 24" O.C. III II I II II II T a 0 W/ (2) 12d END NAILS I I I II I MORE INFO & > III I I I II I TRUSS PER PLAN @ EACH END ° i JUL o 0 SCHEDULE p DTC CLIP, (2) 8d NAILS 06wZ0)_j0, - O UL (nCO2 � 0 � � ' 0 c U INTO BLOCKING, (2) SCJ TRUSS PER PLAN Z O C7 ao O z m c FLOOR SYSTEM l;,/ 3/16" x 2 3/4" TAPCONS " SHEATHING SPLICE DETAIL Q = a o o� W IN CMU. OR SIMPSON z CUT TO FIT 1 2x BOTTOM PLATE META16 @ 24" O.C. OPENING SIZE DTC CLIP, (2) 8d NAILS . ". LAY 2x4 BLOCKING @ INTO BLOCKING, (2) *.° , 24" O.C. OVER THE MASONRY WALL OR 3/16" x 2 3/4" TAPCONS 3/ .' LINTEL PER PLAN TOP OF THE BOTTOM LINTEL SEE PLAN '�P" CMU. OR SIMPSON MERITAGE CHORD. ATTACH W/ (2) F - 0 META16 10d NAILS @ EACH 2x8 #2 SPF VERTICAL TRUSS @ 24" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL v_a SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d 11 NAILS INTO BLOCKING, NAILS, TOENAILED @ 2x4 #2 SPF TRUSS PER PLAN A (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING W � PLATE PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS ISEE PLAN H INTO BLOCKING, (4) 8d W , NAILING SCHEDULE & NAILS INTO TOP PLATE (2) 16d TOE NAILS W + 2x4 SYP #2 BLOCKING, BRACE TO LEDGER SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP _ � @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE �� TRUSS MEMBER END NAILS @ EACH NAILS @ EACH WEB TO STUDS OR BEAM w/ --- SHEATHING PER PLAN I- _ Z U END. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS XXXX CONNECTION (2) 1/4" X 4%z'"SIMPS. (4) 10d NAILS FOR WHEN CLOSURE WALL Uj W Q INTO TRUSS & (3) 12d EXTERIOR SHEATHING. ` + WALL SHEATHING PER IS 3FT OR TALLER- 2x CONV. FRAMED z W CL ATTACH PER PLAN TOENAILS INTO OTHER TRANSOM BETWEEN PLAN SYP#2 BOTTOM O.C. MAX.; TO GABLE END STUDS MEMBERS ONLY FROM TOP OF WALL Q � U BLOCKING REQ'D @ LINTELS w TO BOTTOM p ``�---- 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS 2x8 #2 SPF VERTICAL BAYS W/ (3) 12d w/ (2) 1/4" X 3'/x' SIMPS. W U) 2x8 #2 SPF STUDS AT TOENAILS EACH END. SLOPE AS REQ'D LINTEL PER PLAN 16" O.C. LINTEL PER PLAN STD CONDITION @ FRAME WALL ATTACH 2X4 LEDGER 4'-0" MAX.. w m 0 W/ (3) 12d NAILS @ 2x8 #2 SYP PT. BASE 2x6 #2 SYP P.T. CONT. ""' EACH STUD PLATE W/ 1/2" x 8" O.C. MAX.; (4)10d NAILS @ EA. W •; Z ANCHOR BOLT OR BLOCKING TO MASONRY WALL OR " NAILING SCHEDULE & TITEN HD @ 32" O.C. & (4) 12d NAILS EACH PLATE LINTEL SEE PLAN 6" FROM EACH END < TRUSS PER PLAN TRUSS PER PLAN VAULTED CONDITION @ CMU (2)10d NAILS TO (4) 12d NAILS EACH ' BOTTOM CHORD SYP #2 LEDGER w/ 1/4" COMMUNITY SPECS I-- r N @EACH END OF SPACED EVENLY TRUSSMEMBER BLOCKING AND BOTTOM CHORDS x 2 3/4" TAPCONS 12" @ 2x4 SYP #2 FLAT (2)1 04 NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD O.C. W/ (2) 12d END NAILS BLDG DESIGN: --- @EACH END OF 2x6 @ EACH END. BLOCKING 2x4 SYP #2 OR STRUCTURAL ENG: MCD - 2x8 w/ (2) 10d NAILS @ WALL SHEATHING PER 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ TAPCONS FOR ALL ` PRE-ENGINEERED ROOF TRUSSES @ 24" PLAN DRAFTING: POCKET SGD 2x WALL, SEE PLAN POCKET SGD EACH VERTICAL POCKET SGD ALTERNATE BLOCKING @ FRAME CONDITION CONDITIONS @ TILE O.C. MAX. fi FO NON-BEARING WALL CLIP DETAIL ATTACHMENT BY 3/4"=1'-0" SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x12 w/ 10d X 3" NAILS @ 6" O.C. 2x12 AT WALL TO PRECAST LINTEL w/ (2)ROWS OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. i STAGGERED TRANSOM BETWEEN LINTELS LINTEL PER PLAN I SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" • TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER S01 HEADER @ POCKET SLIDER w/ TRANSOM 1/2"=1V_011 .COPYRIGHT MCD 2015: The information contained in this dol W Q NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED TOP PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE PLATE PLATE TO FRAME WALL OR PRE U_ LEAST 8'-0" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL PANEL W/ (2) W TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT 10d NAILS @ 8" O.C. (FOLLOW INSTALL SIMPSON TOP PLATE. ATTACH NAILING REQUIREMENTS THIS w PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. DETAIL FOR ALL TOP PLATE O NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) SPLICE LOCATIONS) O * + ATTACH 2x4 STUDS TO (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12dYPIC Z WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT • • + • " THEN (2) ROWS 10d ALL LOCATION O NAILS @ 8" O.C. a i-- OTHERWISE 2x4 WALL BEYOND AGAINST "MSN CLw 2x8 STUDS ATTACHED PER Z • • std„ (WF08/SD3) p ATTACH 2x8 STUDS TO TOP OVERLAP TOP PLATE Q W PLATE W/ (4) 12d TOE -NAILS AT CORNER Z DOUBLE 2X4 TOP SPLICE @ TYPICAL AT ALL LOCATION NAIL BOTTOM PLATE to ILLI TOP PLATE TO EACH PLY OF LI ATTACH 2x4 STUDS TO BUILT UP COLUMN --� TOP PLATE W/ (3) 12d • • BELOW W/ (2) 10d g ��+���r�rrl�,aa�rd® i--� TOE -NAILS TYPICAL AT ' • NAILS O ®,r [0 jo��U rn �•,®.®�®..`��j/® W my ALL LOCATION TOP SPLICE TOP PLATE CORNER TRANSITION p �• °.,u% °- � BOTTOM SPLICE OVER DOUBLE 2x8 TOP `Z w `�. <v " O ®, _: J =Y ° STUD PLATE C ®W T acl Q Z w v z ®' Z :z< U TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) a 2�A, oo w a fi FO TYPICAL TOP PLATE SPLICE @ BRG. WALL s .,,,�b� .®.• ®� , z 3/4"=1 -0 O co Z LO > o O W U 3j 2x DBL TOP PLATE 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS 3/8,; SHEATHING PER PLAN O Z BEYOND 72 UPLIFT RESISTANCE: NO OTHER FASTENERS (D NAIL SHEATHING AT FRAME WALL BOTTQMPLATE Z = U c O REQ'D. EXCEPT A5 NOTED N PLANS. AND AT FLOOR TRUSS TOP & BOT,PLATES USING (1) C i p Z ROW OF Bd COMMON NAILS @ 3" O.C. p � w 6 F — I � ! T I h w z -:J) T 2Q NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" °I A NAIL SPACING N W II I I 11 II II a = � 6 O.C. U_ II ) I II II II °w I�3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A 1/2" z III -1-1--_1I__ _----- aT0� @3"o.C. —_ _ O o� WALL SHEATHING a z O ® NAIL INT. W/ 8d NAILS @ 12" O.C. &NAIL EDGES 6" O.C. ° 4 0 III III II II SPLICE, SEE SPLICE O w M III (I I II II I „ , , Z U.N.O. ON PLANS A 1/2" Q W DETAIL. MAX 1/8 O p III OPENING III I I II I I � w . 0 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d _..a w 4 SPACE BETWEEN w � COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING w III III II PANELS _ Z LO III 3 ILI I II II © PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING ~ IIIIII T 1. -° STUD O AROUND o BOTTOMYP. HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & BEYOND,2x STUDS U � SHEATHING SPLICE, III OPENING III 11 II I SEE PLAN FOR MORE O7 (2)13d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR 0 � INFO O LL p VERTICAL MEMBER IF GABLE END SHEATHING & Z III — III II II ( Z cn GYPSUM WALLBOARD Q p BLOCKING J p¢<(1)zo LU 2 0 2 CL III II I II II II T a 0 0 n I I I II I MORE INFO & > III I I I II I II I II II II ° i JUL o 0 SCHEDULE p W Z 06wZ0)_j0, - O UL (nCO2 � 0 � � ' 0 c U — ------ — SCJ Ng---- Z O C7 ao O z m c FLOOR SYSTEM l;,/ W " SHEATHING SPLICE DETAIL Q = a o o� W LL� z CUT TO FIT 1 2x BOTTOM PLATE EXTERIOR WALL/TRUSS OPENING SIZE 01 BEYOND SEE PLAN 0 r' SHEATHING DIAGRAM AF1 EXTERIOR SHEATHING SCHEDULE USE (3) SCREWS/TAPCONS FOR ALL MERITAGE SCALE: 3/4"=1'0" F - 0 BLOCKING J p¢<(1)zo <v 0 2 CL Z ry JOINT, MAX. 1/8" GAP O 0 n MORE INFO & BLOCKING @ 24" O.C. NAILING PERZ 0 'J O w M ti E SCHEDULE p W Z 06wZ0)_j0, - < 2x4 BLOCKING PLACED � 0 � � ' 0 c U w/ (2) 16d END NAILS FLATWISE (2) 16d © 0- Z O C7 ao O z m c NAILS EACH END W 1-- E.W.. J Cn pW Z p SHEATHING SPLICE DETAIL Q = a o o� W z x x WaX ..� Q J p¢<(1)zo <v 0 2 CL Z ry U_ F-: J 7 Uj W a°UUj N LLI Uj F<- W Z W 2x6 SYP #2 LEDGER. TO STUDS w/O 2 1/4" X O 4%" SIMPS. SDS SCREWS @ 16" O.C. MAX.: I - SEE TRUSS PLAN FOR 2x4 #2 SPF TO GABLE END STUDS w/ (2) 1/4" X 3%" p MORE INFO & BLOCKING @ 24" O.C. SIMPS. SDS SCREWS @ 16" O.C. MAX.; W Z < CONNECTION w/ (2) 16d END NAILS TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) Z h• EACH END ++ x x EXTERIOR WALL/TRUSS x 2 3/4" TAPCONS AT 12" O.C. W 0 r' USE (3) SCREWS/TAPCONS FOR ALL p F - 0 2x8 #2 SPF VERTICAL CONDITIONS @ TILE ROOF v_a -.4„ J 11 @ 24” O.C. w/ EXT. 2x4 #2 SPF 12 _�__ W � W SHEATHING PER BLOCKING @ 24" O.C. ISEE PLAN H W W , NAILING SCHEDULE & w/ (2) 16d END NAILS W + ++I+* (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP _ � O .1( W 2x4 #2 SYP P.T. @ EA. �� TRUSS MEMBER MORE INFO & + + + ROOF SHEATHING TO STUDS OR BEAM w/ --- SHEATHING PER PLAN I- _ Z U TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS XXXX CONNECTION (2) 1/4" X 4%z'"SIMPS. (4) 10d NAILS FOR CA Q Uj W Q INTO TRUSS & (3) 12d EACH VERTICAL ` + SDS SCREWS @ 16" CONV. FRAMED h- W CL TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL � � O.C. MAX.; TO GABLE END STUDS MEMBERS ONLY Z w Q � U TRUSS LINTELS FOR MORE INFO 2x8 #2 SPF VERTICAL p ~ U) 2x8 #2 SPF VERTICAL @ 24" O.C, w/ EXT. w/ (2) 1/4" X 3'/x' SIMPS. W U) LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN @ 24„ O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER SDS SCREWS @ 16” 4'-0" MAX.. w m 0 2x6 #2 SYP P.T. CONT. ""' SHEATHING PER NAILING SCHEDULE & O.C. MAX.; W ") �e Q Z . w/ (2) 1/4" x 3 1/2" " NAILING SCHEDULE & ' ' (4) 12d NAILS EACH TO MASONRY w/ 2x4 PT FASCIA PER 2 < C" TAPCONS @ 12" O.C. (4) 12d NAILS EACH ' TRUSS MEMBER (TOP SYP #2 LEDGER w/ 1/4" COMMUNITY SPECS I-- r N �.. SPACED EVENLY TRUSSMEMBER AND BOTTOM CHORDS x 2 3/4" TAPCONS 12" @ VERTICALLY ALONG W/ WEBBING) O.C. BLDG DESIGN: --- 2x6 USE (3) SCREWS/ 2x4 SYP #2 OR STRUCTURAL ENG: MCD - 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ TAPCONS FOR ALL ` PRE-ENGINEERED ROOF TRUSSES @ 24" DRAFTING: POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL CONDITIONS @ TILE O.C. MAX. -DESIGN: --- sTRUCT: DJ ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY ROOF DESIGNED FOR BUILDER BUILDER BUILDER. SIMPSON H3 CLIP SHINGLE ONLY QC CHECK: MRB JOB No. PSQ-2171609 SO2 HEADER @POCKET SLIDER w/ TRANSOM SO3 HEADER @ POCKET SLIDER SO HEADER @POCKET SLIDER D01 TYPICAL SHED ROOF DETAIL /2"=1'-0" SCALE: AS INDICATED 1/211=1V-011 1/2"=11-011 1/2„=1'-0”1 DATE: 09/25!17. SD4 • ,ument is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN; MR & ASSOCIATES LLC. An use duplication, or transfer of these OF W y p documents without the expressed, written consent of p MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC is strictly prohibited. y SHINGLE OR TILE PER W ARCHITECTURAL PRE-ENGINEERED ELEVATIONS. ROOF TRUSSES AT 24" O.C. PRE-ENGINEERED �----- TYPICAL TRUSS TO ROOF TRUSSES @ 24" FRAME CONNECTION. O.C. SEE STANDARD CONNECTOR NOTES REFER TO TYPICAL TRUSS TO BUI T UPOLUMN R PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED � ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS - SEE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR U. LOCATION & SPACING LOCATION & SPACING STRUCTURAL COL PER w STRUCTURAL COL PER PLAN FOR SIZE AND O L _ PLAN FOR SIZE AND t REQ'D # OF STUDS FRAME CONNECTION. INFO. FRAMING PLAN FOR REQ'D # OF STUDS z O SEE STANDARD P HTT4 PRE -ENG. FLOOR CONNECTIONS ; ! - DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE CONNECTOR NOTES SYSTEM - IF NO FLOOR 2x BOTTOM PLATE 2x BOTTOM PLATE o O SYSTEM INSTALL 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING BEARING KNEEWALL &PROVIDE ATTACHED PER ATTACHED PER SEE PLAN SOLID BLOCKING NAILING SCHEDULE 11 NAILING SCHEDULE UNDER COLUMN V ABOVE CO BAND JOIST & BLKG DBL. TOP PLATE OR LVL GIRDER SIM HEADER SEE ARCHITECTURAL N w/(18) 16d x 22" NAILS PLAN FOR OVERHANG HDR. PER PLAN TO POST (U.N.O. ON F SIMPSON @ SPO w/ (6) SE W c� INFO MSTC40 POST ABV.. FRAMING PLAN) & 1" .� \ � � SIMPSON LSTA30 - �yFFr SP6/@ 2x6 STUDS O.C. SE W POST. BELOW U.N.O. '�• MIN 2x4 SPF #2 STUDS PROVIDE SOLID ALL THREAD wR MIN, EMBEDMENT INTO TIE (1) SIMPSON LSTA30 � STRAP (MAX 10° SP8 @ 2x8 STUDS) d •`� ` . WINDOW AS @ 16" O.C. SEE PLAN BLOCKING WITHIN FLR. STRAP W/ 11 10d TO ANGLE) W/ (22) 10d BEAM USING SIMP. SET ( ) FLOOR TRUSS SEE SCHEDULED FOR MORE INFO. SYSTEM TO MATCH NAILS. BEND STRAP OC') EPDXY \ FLOOR TRUSS PER STUDS ABOVE PLATE (2) 2x SPF TOP PLATE U �►- ®®••®•®•°•®•. COL. DIMENSION OVER TOP PLATE MIN. FRAMING PLAN FOR. •®� ,� EXTERIOR FINISH PER PLAN U,N.O• 3", THEN RUN DOWN U.N.O. pN PLAN Z y • INT. FINISH PER PLAN REFER TO PLAN FOR PROVIDE SOLID CONNECTION INFO.. �;',Q�•'Co .rn d•®j PLAN SEE DETAIL WS11 FOR FACE OF JAMB STUDS/ • N BUILT-UP COLUMN BLOCKING BELOW FLOOR GIRDER OR HEADER -SEE 2ND M; "Uj C9 .-'" �� Q Z 2x BOTTOM PLATE w/ INFO. COL. EVEN WITHIN MORE INFO HEADER FLOOR PLAN FOR MIN. MID -SPAN BLOCKING MASONRY WALL SEE BEAM; SEE PLAN HEADER SIZE & REQ'D 2 z '10 zz U FLOOR TRUSS EXTERIOR SHEATHING w 6- . �" -z -' (2) 12d AT 12" O.C. -`"�-- BEARING WALL PER PLAN FOR MORE INFO JAMB STUDS .7d , ®• LLi Q FROM TOP OF WALL Q- .•®••o.. U.N.O. PLAN BEYOND. 3/4" FLOOR SHEATHING COLUMNS SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @HIGH BEAM To BOT. RIBBON, NAIL INSULATION PER PLAN Bi6161@19 ATTACHED PER IF HEADER IS UPSET EE DETAILS WS10 NAILING SCHEDULE MID -HEIGHT BLOCKING PER PLAN U S PER BEARING WALL (2) 2x SILL AT WINDOW AND WINDOW IS O p0 WS11 OR 1NS13 FOR CRIPPLEwl 2x FLOOR TRUSSES SEE SCHEDULE ADDITIONAL AT EA. END AILEDD O PLATE w/ (2) 1OdTUDS LOWER: (1) 2x ILL O INFORMATION THIS PLAN FOR DEPTH AND DIRECTION COLUMN BASE STUD PACKw/ 10d TOENAILS. EXT. va SHEET CONNECTION PER NAILS @ 8" O.C. THEN HEADER OPENINGS O O NOTE: ALL FLOOR PLAN STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x • TRUSSES TO BE P.T. IF O O yol c ATTACH SILL w/ 2 10d SILL PLATE w/ (2) 10d n. w �ol� NO MOISTURE REFER TO TOE NAILS AT EA. END TOENAILS. OPENING L � N BARRIER (FELT PAPER FOUNDATION PLAN OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) U dJ o OR SIM) IS PROVIDED �:.:; ,, ...,.' FOR FTG. U Q o . , ,. WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 • BEARING INFORMATION 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x � z O Z SEE PLAN 3 �. ....<: + _� SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. LU U o O THAN 4 BUT LESS w/ (2) 1 Od TOENAILSgk D THAN 6' T&B (PLYWOOD STRAPS CENTERED @ Z $ FLOOR W/ (14) 10d LINTEL AS PER PLAN .•, •' -.. - SHEATHING REQ'b `� � FLOOR SYSTEM DRAFT NAILS SO TYPICAL TWO STORY COL. @ GIRDER A A •• STOPPING AT 1000 SQ SEE FLOOR, FRAMING SIMP. HTT4 T&B) w0 FT MAX: DRAFT 3/4"=1'-0" PLAN FOR FLOOR w/(18) 1 O x 21" NAILS SEPARATE SHEATHING Z LINTEL AS PER PLAN • STOPPING MATERIALS SYSTEM INFO. TO POST (U. 2.0. UNDER WINDOW O 0 q MIN THICKNESS SHALL N ATTACH 2x STUDS W/ (3) 2x STUDS FRAMING PLAN) & 8" p �... WD. HD. HT. ! BE 1/2" GYP BOARD OR STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY (2) SIMPSON LSTA18 (2) 1.6d NAILS @ 6" O.C. ALL THREAD w/7 MIN. U I - PLAN 15/32" OR 7/16" OSB. REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN STRAPS CENTERED EMBEDMENT INTO TIE W SEE @ ATTACH TO FLOOR THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO FLOOR w/ (14) 10d BEAM USING SIMP. SET TRUSS w/ 8d NAILS AT ; • CALIFORNIA CORNER A -A w BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW NAILS (2) SIMPSON LSTA1$ EPDXY W 16" O.C. TOP AND BETWEEN ONLY JAMB STUDS BETW WINDOWS CENTER WINDOWS MUST HAVE STRAPS CENTERED �-'' = p PRECAST CONC. OR BOTTOM CHORDS LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO (2) SIMPSON HETA16/20 FLOOR W/ (14) 10d 2x TOP & BOT. OU POWERS STEEL SILL TRANSFERLATERAL LOADSNAILS FLOOR TRUSS TO TYP. ALL WINDOWS SOLID H MASONRY WALL 1 RIBBONS, CONT. w U Z HEADER (3) 2x STUD PACK NOTE. ALL FLOOR Z p EXT. SHEATHING ATTACH PER NAILING p _ F SIMPSON SP4 w/ (6) 10d NO MOISTURE E P.T. IF z y� x1-1/2 @ 24 O.C. (USE MASONRYFLUSH /ATTAFACECHED SCHEDULE (FELT m P R PLAN SIMPSON LSTA30 FT SP6 @ 2x6 STUDS & ATTACH 2x STUDS W/ OR SIM RS PROV DEDR 0 EXT FINISH E PER NAILING ) - STRAP (MAX 10° SP8 @ 2x8 STUDS) (2) 16d NAILS @ 6" O.C. 4 2x STUDS SEE FRAMING PLAN Q W _ i ti SCHEDULE; PROVIDE O IF FLOOR SYS. NOT PRESENT PER FLOOR _ O O W c� i E ANGLE) V11/ (22) 10d FOR FLOOR Z vi I - VERT REINF. BEYOND NAILS. BEND STRAP 1/8" GAP BETWEEN STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION D 06 W z u? _j - PF TOP PLATE P01 " OVER TOP PLATE MIN. (2) 2x S SHEATHING AND U.N.O. ON PLAN MASONRY NOTE: IF WOOD WALL OR BEAM BELOWUSE CMU WALL BELOW PER DETAIL INCDICATED w Q O 3", THEN RUN DOWN ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING 1— z U 0 HEADER - SEE 2ND SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS a 1— O � w z C° v) MASONRY WALL PER a FACE OF JAMB STUDS/ MASONRY WALL PER I"' W - H -- i PLAN FLOOR PLAN FOR MIN. SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SD6 IS INDICATED BASE STRAPS ARE REQ'D MASONRY WALL SEE 2 'W -J W EE z W o $ ��.� • . CONC. SLAB - HEADER HEADER SIZE & REQ'D PLAN SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO Z u f� Z w w o SEE FOUNDATION JAMB STUDS ,��'•• PLAN FOR MORE INFO EXTERIOR SHEATHINGfisoSO HEADER CONNECTION @ 2nd FLOOR ¢ ..I O Q Q w z O ER FRAMING ATTACHMENT FIN. FLR. �.Y� • .. FROM TOP OF WALL 2nd FLOOR CORN, :,� 3/4`"=1'-0" O U p =05 n: 0 TO BOT. RIBBON, NAIL 3/4"=1-0 Q <� .. PER PLAN z LL O U F- N GRADE :'� IF HEADER IS UPSET W W O v N AND WINDOW IS LU J SEE FOUNDATION LOWER: (1),2xSILL = DETAILS FOR FTG INFO PLATE w/ (2) 10d D i -- TOENAILS. EXT. Q F- W .. fis_o' TYPICAL TWO STORY SECTION HEADER N 4FT:(Gs I— W 1'� .......�. LESS THAN 4FT:( 2x _ _ �✓ 3/4"=1'-0" SILL PLATE w/ (2)'1Dd (2) 2x SILL AT WINDOW TOENAILS. OPENING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN 'S U) 3/4" FLOOR SHEATHING SHEATHING PER LARGER THAN 4FT: (2) 3/4" FLOOR SHEATHING DETAIL WF10/SD4 w/ 2x CRIPPLE STUDS 2x SILL PLATE w/ A35 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING ATTACHED PER AT EA. END NAILED TO NAILING SCHEDULE SCHEDULE NAILING SCHEDULE PA K w/ 10d CLIPS EACH SIDE w/ 2x NAILING SCHEDULE SHEATHING PER PLAN p STUD C CRIPPLES 16" O.C. 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING DS SEE 2xSTUDS,SEE SCHEDULE 0 Z � YP BLOCKING 2x MI NAILS @ 8" O.C. THEN 2x4 #2 5 FRAMING PLAN FOR w/ (2) 10d TOENAILS FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR CONTINUOUS FROM N O STUDS @ 16" O.C. SPACING AND GRADE H 48" O.C. W/ 2 12d SPACING AND GRADE T&B (PLYWOOD SPACING AND GRADE SOLID. BETWEEN w @ O ATTACH SILL w/ (2) 1 O AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO p 1 -- TOENAILS EACH END AND SEE ARCH PLAN SHEATHING REQ'D SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. to a TOE NAILS AT EA. END TO VERIFY SIZE A35 EA: END J TO VERIFY SIZE T&B) TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN i� 11 2x4 #2 SYP ANGLE OF SILL (MAX OPEN'G (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ BEARING WALL PER (/� W LLI 2x BOTTOM PLATE W/ WIDTH 4'-0"). USE A35 SHEATHING/ DRYWALL PLAN W -� AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.G. ,� VERTICAL @ 48" O.C. CLIP AT EA. END FOR ATTACHMENT w/ (2) 12d (2) 12d @ 12 O.C. U W V T A NAILS EACH OPENINGS GREATER TOENAILS EA. END BOTTOM PLATE W PRE -ENG FLOOR THAN 4' BUT LESS 2x SYP #2 RIBBON (MINATTACH TO EACH END 2x SYP #2 RIBBON (MIN TRUSS BLOCKING Z TRUSS OR FIELD THAN 6 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) J W O W F16d NAILS; BOTTOM FRAME 2x4 KNEE 16d NAILS; BOTTOM RIBBON TO BE PT IF (2)2x4 SYP#2 BELOW USING 4x5 Q W J WALL, STUDS @ 16" SIMPSON LSTA30 w/ � 7RIBBON TO BE PT IF BRG DIRECTLY ON BLOCKING BETWEEN SDS SCREWS @ 6"" O.C. Z Q W G. 1 SYS. 42 FLOOR O.G. W/ (2) 16d NAILS @ (11) 1 O TO STUDS BRG DIRECTLY ON CMU EA. TRUSS. ATTACH 0 TRUSSES @ 24" O.C. EACH END SEE ABOVE PLATE U.N.O. V.CMU MAX CONNECTOR (2) ROWS 8d NAILS @ EACH END TO TRUSS W V � Q Q (MAX) USING (4)16d W SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL - ..7 m 1/2" GYP. CLG BD OR CONNECTION TOE NAILS (2) 5/8" TYPE „X„ WHEN SEE FRAMING PLAN (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. W N Z IN GARAGE 1 ROWS 8d NAILS @ FOR FLOOR IN GARAGE SHEATHING TO SEE PLAN FOR. RIBBON _ SEE TRUSS LAYOUT � Q M G '. 3" O.C. WALL CONNECTION MASONRY WALL PER r' BOTTOM RIBBON SIMPSON HETA16 AT CANTILEVER FOR HANGER 0- G. N MASONRY WALL PER . MASONRY OR MTS12 BLDG DESIGN: PLAN �• SHEATHING TO PLAN AT WOOD FRAME --- PLAN PLATE � 1/8" GAP BETWEEN STRUCTURAL ENG:. MCD _ NOTE: ALL FLOOR WALL NOTE: ALL FLOOR SHEATHING & CMU -^ NOTE: ALL FLOOR - TRUSSES TO BE P.T. IF DRAFTING: TRUSSES TO BE P.T. IF 1/8 GAP BETWEEN FLOOR GRIDER OR TRUSSES TO BE P.T. IF _DESIGN: BARRIER (FELT PAPER NO MOISTURE SHEATHING & CMU BEAM NO MOISTURE MASONRY OR FRAME NO MOISTURE STRUCT: DJ SCHEDULE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN _ PROVIDED KNEEWALL OR SIM IS PROVIDED OR SIM). IS PROVIDED TRUSS PER PLAN QC CHECK: -MRI3 1 OR SIM) S JOB No. PSQ-2171609 CTION S1 CANTILEVERED' FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION ---- fis_ikTWO STORY PARALLEL FLOOR CONNECTIONPSO'7�HEADER CONNECTION @ 2nd FLOOR HIGH BM fis, TWO STORY PERP: FLOOR CONNE SCALE: AS INDICATED 3/4"=1'-0" 3/4'"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" DATE: 09/25/17 c expressed, 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 written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I W o O CL WLU 11 V I•=- CO W a D DBL. TOP PLATE OR LVL GIRDER SIM HEADER SEE ARCHITECTURAL N w/(18) 16d x 22" NAILS PLAN FOR OVERHANG HDR. PER PLAN TO POST (U.N.O. ON F SIMPSON @ SPO w/ (6) SE W c� INFO MSTC40 POST ABV.. FRAMING PLAN) & 1" .� \ � � SIMPSON LSTA30 - �yFFr SP6/@ 2x6 STUDS O.C. SE W POST. BELOW U.N.O. '�• MIN 2x4 SPF #2 STUDS PROVIDE SOLID ALL THREAD wR MIN, EMBEDMENT INTO TIE (1) SIMPSON LSTA30 � STRAP (MAX 10° SP8 @ 2x8 STUDS) d •`� ` . WINDOW AS @ 16" O.C. SEE PLAN BLOCKING WITHIN FLR. STRAP W/ 11 10d TO ANGLE) W/ (22) 10d BEAM USING SIMP. SET ( ) FLOOR TRUSS SEE SCHEDULED FOR MORE INFO. SYSTEM TO MATCH NAILS. BEND STRAP OC') EPDXY \ FLOOR TRUSS PER STUDS ABOVE PLATE (2) 2x SPF TOP PLATE U �►- ®®••®•®•°•®•. COL. DIMENSION OVER TOP PLATE MIN. FRAMING PLAN FOR. •®� ,� EXTERIOR FINISH PER PLAN U,N.O• 3", THEN RUN DOWN U.N.O. pN PLAN Z y • INT. FINISH PER PLAN REFER TO PLAN FOR PROVIDE SOLID CONNECTION INFO.. �;',Q�•'Co .rn d•®j PLAN SEE DETAIL WS11 FOR FACE OF JAMB STUDS/ • N BUILT-UP COLUMN BLOCKING BELOW FLOOR GIRDER OR HEADER -SEE 2ND M; "Uj C9 .-'" �� Q Z 2x BOTTOM PLATE w/ INFO. COL. EVEN WITHIN MORE INFO HEADER FLOOR PLAN FOR MIN. MID -SPAN BLOCKING MASONRY WALL SEE BEAM; SEE PLAN HEADER SIZE & REQ'D 2 z '10 zz U FLOOR TRUSS EXTERIOR SHEATHING w 6- . �" -z -' (2) 12d AT 12" O.C. -`"�-- BEARING WALL PER PLAN FOR MORE INFO JAMB STUDS .7d , ®• LLi Q FROM TOP OF WALL Q- .•®••o.. U.N.O. PLAN BEYOND. 3/4" FLOOR SHEATHING COLUMNS SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @HIGH BEAM To BOT. RIBBON, NAIL INSULATION PER PLAN Bi6161@19 ATTACHED PER IF HEADER IS UPSET EE DETAILS WS10 NAILING SCHEDULE MID -HEIGHT BLOCKING PER PLAN U S PER BEARING WALL (2) 2x SILL AT WINDOW AND WINDOW IS O p0 WS11 OR 1NS13 FOR CRIPPLEwl 2x FLOOR TRUSSES SEE SCHEDULE ADDITIONAL AT EA. END AILEDD O PLATE w/ (2) 1OdTUDS LOWER: (1) 2x ILL O INFORMATION THIS PLAN FOR DEPTH AND DIRECTION COLUMN BASE STUD PACKw/ 10d TOENAILS. EXT. va SHEET CONNECTION PER NAILS @ 8" O.C. THEN HEADER OPENINGS O O NOTE: ALL FLOOR PLAN STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x • TRUSSES TO BE P.T. IF O O yol c ATTACH SILL w/ 2 10d SILL PLATE w/ (2) 10d n. w �ol� NO MOISTURE REFER TO TOE NAILS AT EA. END TOENAILS. OPENING L � N BARRIER (FELT PAPER FOUNDATION PLAN OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) U dJ o OR SIM) IS PROVIDED �:.:; ,, ...,.' FOR FTG. U Q o . , ,. WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 • BEARING INFORMATION 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x � z O Z SEE PLAN 3 �. ....<: + _� SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. LU U o O THAN 4 BUT LESS w/ (2) 1 Od TOENAILSgk D THAN 6' T&B (PLYWOOD STRAPS CENTERED @ Z $ FLOOR W/ (14) 10d LINTEL AS PER PLAN .•, •' -.. - SHEATHING REQ'b `� � FLOOR SYSTEM DRAFT NAILS SO TYPICAL TWO STORY COL. @ GIRDER A A •• STOPPING AT 1000 SQ SEE FLOOR, FRAMING SIMP. HTT4 T&B) w0 FT MAX: DRAFT 3/4"=1'-0" PLAN FOR FLOOR w/(18) 1 O x 21" NAILS SEPARATE SHEATHING Z LINTEL AS PER PLAN • STOPPING MATERIALS SYSTEM INFO. TO POST (U. 2.0. UNDER WINDOW O 0 q MIN THICKNESS SHALL N ATTACH 2x STUDS W/ (3) 2x STUDS FRAMING PLAN) & 8" p �... WD. HD. HT. ! BE 1/2" GYP BOARD OR STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY (2) SIMPSON LSTA18 (2) 1.6d NAILS @ 6" O.C. ALL THREAD w/7 MIN. U I - PLAN 15/32" OR 7/16" OSB. REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN STRAPS CENTERED EMBEDMENT INTO TIE W SEE @ ATTACH TO FLOOR THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO FLOOR w/ (14) 10d BEAM USING SIMP. SET TRUSS w/ 8d NAILS AT ; • CALIFORNIA CORNER A -A w BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW NAILS (2) SIMPSON LSTA1$ EPDXY W 16" O.C. TOP AND BETWEEN ONLY JAMB STUDS BETW WINDOWS CENTER WINDOWS MUST HAVE STRAPS CENTERED �-'' = p PRECAST CONC. OR BOTTOM CHORDS LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO (2) SIMPSON HETA16/20 FLOOR W/ (14) 10d 2x TOP & BOT. OU POWERS STEEL SILL TRANSFERLATERAL LOADSNAILS FLOOR TRUSS TO TYP. ALL WINDOWS SOLID H MASONRY WALL 1 RIBBONS, CONT. w U Z HEADER (3) 2x STUD PACK NOTE. ALL FLOOR Z p EXT. SHEATHING ATTACH PER NAILING p _ F SIMPSON SP4 w/ (6) 10d NO MOISTURE E P.T. IF z y� x1-1/2 @ 24 O.C. (USE MASONRYFLUSH /ATTAFACECHED SCHEDULE (FELT m P R PLAN SIMPSON LSTA30 FT SP6 @ 2x6 STUDS & ATTACH 2x STUDS W/ OR SIM RS PROV DEDR 0 EXT FINISH E PER NAILING ) - STRAP (MAX 10° SP8 @ 2x8 STUDS) (2) 16d NAILS @ 6" O.C. 4 2x STUDS SEE FRAMING PLAN Q W _ i ti SCHEDULE; PROVIDE O IF FLOOR SYS. NOT PRESENT PER FLOOR _ O O W c� i E ANGLE) V11/ (22) 10d FOR FLOOR Z vi I - VERT REINF. BEYOND NAILS. BEND STRAP 1/8" GAP BETWEEN STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION D 06 W z u? _j - PF TOP PLATE P01 " OVER TOP PLATE MIN. (2) 2x S SHEATHING AND U.N.O. ON PLAN MASONRY NOTE: IF WOOD WALL OR BEAM BELOWUSE CMU WALL BELOW PER DETAIL INCDICATED w Q O 3", THEN RUN DOWN ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING 1— z U 0 HEADER - SEE 2ND SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS a 1— O � w z C° v) MASONRY WALL PER a FACE OF JAMB STUDS/ MASONRY WALL PER I"' W - H -- i PLAN FLOOR PLAN FOR MIN. SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SD6 IS INDICATED BASE STRAPS ARE REQ'D MASONRY WALL SEE 2 'W -J W EE z W o $ ��.� • . CONC. SLAB - HEADER HEADER SIZE & REQ'D PLAN SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO Z u f� Z w w o SEE FOUNDATION JAMB STUDS ,��'•• PLAN FOR MORE INFO EXTERIOR SHEATHINGfisoSO HEADER CONNECTION @ 2nd FLOOR ¢ ..I O Q Q w z O ER FRAMING ATTACHMENT FIN. FLR. �.Y� • .. FROM TOP OF WALL 2nd FLOOR CORN, :,� 3/4`"=1'-0" O U p =05 n: 0 TO BOT. RIBBON, NAIL 3/4"=1-0 Q <� .. PER PLAN z LL O U F- N GRADE :'� IF HEADER IS UPSET W W O v N AND WINDOW IS LU J SEE FOUNDATION LOWER: (1),2xSILL = DETAILS FOR FTG INFO PLATE w/ (2) 10d D i -- TOENAILS. EXT. Q F- W .. fis_o' TYPICAL TWO STORY SECTION HEADER N 4FT:(Gs I— W 1'� .......�. LESS THAN 4FT:( 2x _ _ �✓ 3/4"=1'-0" SILL PLATE w/ (2)'1Dd (2) 2x SILL AT WINDOW TOENAILS. OPENING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN 'S U) 3/4" FLOOR SHEATHING SHEATHING PER LARGER THAN 4FT: (2) 3/4" FLOOR SHEATHING DETAIL WF10/SD4 w/ 2x CRIPPLE STUDS 2x SILL PLATE w/ A35 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING ATTACHED PER AT EA. END NAILED TO NAILING SCHEDULE SCHEDULE NAILING SCHEDULE PA K w/ 10d CLIPS EACH SIDE w/ 2x NAILING SCHEDULE SHEATHING PER PLAN p STUD C CRIPPLES 16" O.C. 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING DS SEE 2xSTUDS,SEE SCHEDULE 0 Z � YP BLOCKING 2x MI NAILS @ 8" O.C. THEN 2x4 #2 5 FRAMING PLAN FOR w/ (2) 10d TOENAILS FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR CONTINUOUS FROM N O STUDS @ 16" O.C. SPACING AND GRADE H 48" O.C. W/ 2 12d SPACING AND GRADE T&B (PLYWOOD SPACING AND GRADE SOLID. BETWEEN w @ O ATTACH SILL w/ (2) 1 O AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO p 1 -- TOENAILS EACH END AND SEE ARCH PLAN SHEATHING REQ'D SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. to a TOE NAILS AT EA. END TO VERIFY SIZE A35 EA: END J TO VERIFY SIZE T&B) TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN i� 11 2x4 #2 SYP ANGLE OF SILL (MAX OPEN'G (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ BEARING WALL PER (/� W LLI 2x BOTTOM PLATE W/ WIDTH 4'-0"). USE A35 SHEATHING/ DRYWALL PLAN W -� AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.G. ,� VERTICAL @ 48" O.C. CLIP AT EA. END FOR ATTACHMENT w/ (2) 12d (2) 12d @ 12 O.C. U W V T A NAILS EACH OPENINGS GREATER TOENAILS EA. END BOTTOM PLATE W PRE -ENG FLOOR THAN 4' BUT LESS 2x SYP #2 RIBBON (MINATTACH TO EACH END 2x SYP #2 RIBBON (MIN TRUSS BLOCKING Z TRUSS OR FIELD THAN 6 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) J W O W F16d NAILS; BOTTOM FRAME 2x4 KNEE 16d NAILS; BOTTOM RIBBON TO BE PT IF (2)2x4 SYP#2 BELOW USING 4x5 Q W J WALL, STUDS @ 16" SIMPSON LSTA30 w/ � 7RIBBON TO BE PT IF BRG DIRECTLY ON BLOCKING BETWEEN SDS SCREWS @ 6"" O.C. Z Q W G. 1 SYS. 42 FLOOR O.G. W/ (2) 16d NAILS @ (11) 1 O TO STUDS BRG DIRECTLY ON CMU EA. TRUSS. ATTACH 0 TRUSSES @ 24" O.C. EACH END SEE ABOVE PLATE U.N.O. V.CMU MAX CONNECTOR (2) ROWS 8d NAILS @ EACH END TO TRUSS W V � Q Q (MAX) USING (4)16d W SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL - ..7 m 1/2" GYP. CLG BD OR CONNECTION TOE NAILS (2) 5/8" TYPE „X„ WHEN SEE FRAMING PLAN (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. W N Z IN GARAGE 1 ROWS 8d NAILS @ FOR FLOOR IN GARAGE SHEATHING TO SEE PLAN FOR. RIBBON _ SEE TRUSS LAYOUT � Q M G '. 3" O.C. WALL CONNECTION MASONRY WALL PER r' BOTTOM RIBBON SIMPSON HETA16 AT CANTILEVER FOR HANGER 0- G. N MASONRY WALL PER . MASONRY OR MTS12 BLDG DESIGN: PLAN �• SHEATHING TO PLAN AT WOOD FRAME --- PLAN PLATE � 1/8" GAP BETWEEN STRUCTURAL ENG:. MCD _ NOTE: ALL FLOOR WALL NOTE: ALL FLOOR SHEATHING & CMU -^ NOTE: ALL FLOOR - TRUSSES TO BE P.T. IF DRAFTING: TRUSSES TO BE P.T. IF 1/8 GAP BETWEEN FLOOR GRIDER OR TRUSSES TO BE P.T. IF _DESIGN: BARRIER (FELT PAPER NO MOISTURE SHEATHING & CMU BEAM NO MOISTURE MASONRY OR FRAME NO MOISTURE STRUCT: DJ SCHEDULE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN _ PROVIDED KNEEWALL OR SIM IS PROVIDED OR SIM). IS PROVIDED TRUSS PER PLAN QC CHECK: -MRI3 1 OR SIM) S JOB No. PSQ-2171609 CTION S1 CANTILEVERED' FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION ---- fis_ikTWO STORY PARALLEL FLOOR CONNECTIONPSO'7�HEADER CONNECTION @ 2nd FLOOR HIGH BM fis, TWO STORY PERP: FLOOR CONNE SCALE: AS INDICATED 3/4"=1'-0" 3/4'"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" DATE: 09/25/17 c expressed, 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 written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I Q ALIGN 2ND FL STUDS w/ 1ST STUDS 2x BEARING WA PLAN (2) 2x SPF#2 BA PLATE. ATTACH W/ (2) 16d NAILS TRUSS, THEN A 2ND PLY W/ (2) 1 @ 12" O.C. SIMPSON CS18 WF 16/SD6 (2) 2x TOP PLAT 3/4"=1'-0" 3/4"=1'-0" LL +eao1'a�w O m U - z O EXT, SHEATHING FROM EXT. SHEATHING j U C OOR TOP OF WALL TO DBL 2x8 MIN. SPF #2 @ 16 ATTACH PER NAILING O BOTTOM PLATE. IF O.C. - SEE FRAMING SCHEDULE 0: FLOOR SHEATHING IS NOT PLAN FOR MORE INFO. 2x8 s MIN. SPF #2 @ 16 p O.C. MAX W/ MID POINT >li Q © Gb�ryf CONT. ADD BLOCKING EXT, FINISH PER BLOCKING (U.N.O.) [r LL PER @SHEATHING SPLICE 2x4 BLOCKING ARCHS � U W/ (3) 10d TOENAILS BETWEEN STUDS W/ SE EA, END. SIMPS. SP4 (2) 12d TOE NAILS MSTAM24 EA. SIDE OF ` I= O z 1ST PLY @TOP REQ'D EACH END H w a g EA. STUD TO WALL Cr. z U c O BELOW W/ (9) 1 O ROOF SHEATHING NAILS AND (5) 1/4"x2 p N Z c @EACH SEE LD02/SD2 FOR SHEATHING PER PLAN N � ¢' TTACHMORE INFO. ATTACH PER NAILING ATTACH PER NAILING 3/4" TAPCONS PER ' Q w Od NAILS SCHEDULE STRAP; CENTER SCHEDULE co I� E~ c�StiG (D LL O U 2x4 SYP#2 BLOCKING STRAP BETWEEN • e 2x8 #2 SYP P.T. SILL O o Z ti4 PER W/ 2 10d TOE NAILS 2x8 #2 SYP P.T. SILL MASONRY WALL AND • z c� O PLATE w/ 1/2 J -BOLT PLATE W/ 1/2" J -BOLT FRAME WALL O o W/ MIN. 7" EMBED. @ 6" OR EPDXY ANCHOR Q z0 FROM EACH END & @ CONTRACTOR MAY USE t BOLT (J -BOLT O Q E SIMPSON HTT4 AT PREFERED) W! MIN, 7" 32 O.C. MAX W/ WASHER, ALTERNATE AL WINDOW JAMB STUDS EMBED. @ 32" O.C. & 3" (2) 2x SPF TOP LU CONNECTION: USE 1/2" IF SHEATHING IS NOT INSTEAD OF INDICATED FROM EA.END PLATES U.N.O. LOW ROOF TRUSS W/ ALL THREAD ROD W/ 7" °` CONTINUOUS TO BASE EXTERIOR FLAT STRAP. ~ W W SEE PLAN FOR 16" TALL RAISED HEEL MIN. EMBED USING PLATE, SP8 TOP AND INTERIOR FLAT STRAPSHEATHING TO I=- a (2) 2x HEADER O BEARING WALL BOTTOM CHORD SIMPSON SET -XP BOTTOM ARE REQ'D IS STILL REQUIRED A7 OVERLAP BOTTOM U JAMB STUD CONDITION PLATE 1 1/4SEE FLOOR PLAN SP4 TOP & REQUIREMENTS EXTENSION EPDXY @ 6" FROM " (MIN.) FOR MORE INFO BOTTOM OF EA. U Z EACH END & @ 32" O.C. 1, ": C.M.U. WALL PER PLAN 1x P7 NAILER AS REQ'D STUD U.N.O. z ATTACH TRUSS TO MAX W/ WASHER SEE ARCHS FOR d _1 BEARING WALL USING ° FURRING AND d. _ z INTERIOR FINISH ° C CONT, #5 IN TIE BEAM STA30 HEADER m SIMPSON H10A U.N.O. SIMPSON CS18 O C� r� • a; MASONRY WALL PER TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO Q V, W J $ SECTION @ 2—STORY BRG.*Fl SECTION @ OPEN TO ABOVE PLAN EXT, FINISH PER .' STUDS ABOVE ARE HEADER BELOW N „_ „_ ARCHS TO ALIGN W/ STUDS o 06 w z U) _j o . 3/4"=1 1 -1-0 BELOW 1— z - U r fiFO WALL SPLICE DETAILS 1/2 THREADED ROD WITHIN 6 OF /2 THREADED ROD Vr Q O c 2x BRG WALL W/ SIMPSON BUILT UP COLUMN ABOVE W/ NUT @ 32 O.C. MAX W! 0 Z 0 H ❑ 0 ao 2x BLOCKING W/ 2 12d 1-1/2"=1'-0" & 2" WASHER TOP &BOTTOM. NUT & 2" WASHER a O w z_ tO SP2 @TOP &SP1 @BASE, O TOP & BOTTOM W J R z W o c0 TOENAILS EACH END LSTA18 OR MTS12 MAY BE O � '� O O CL - m Z I'- � w Iii o USED @ BASE 2x BASE PLATE W/ (2) PRE ENGINEERED 0 0 z 0 � 2 z C EXTERIOR SHEATHING 12d NAILS @ 12" O.C. 12 TRUSSES @ 24 O.C. 2x SPF BASE << d w. Z O E ATTACH PER NAILING MAX. PER PLAN PLATE O /�' a i, O z 3/4" FLOOR SHEATHING PER PLAN SEE ARCHS FOR ROOF Q J6 Jim O'6 d ° SCHEDULE ATTACHED PER WATERPROOFING AND z �' Z O w N Q NAILING SCHEDULE FINISH W O O V N (2) 2x4 #2 SYP w TRUSS ANCHOR (SEE PROVIDE SOLID BLOCKING PRE-ENGINEERED _ `-'I BLOCKING w/ SIMPSON PLAN) WITHIN FLOOR SYSTEM FLOOR SYSTEM WUC24-2 EACH END, ROOF SHEATHING UNDER BUILT UP COLUMNS♦^ KNEEWALL OR O i-•- V J ..... .USE (4) 10d & (2) 10d Z � SEE PLAN ATTACHED PER BEAM Q l-- NAILS. UNDER -0 NAILING SCHEDULE Q j W CV WINDOW JAMBS USE (2) 2x TOP PLATE ., O.H. LLI (2) 2x6 w/ HUC26-2. FLOOR TRUSS PER PER ELEV. ~ PLAN � W LOW ROOF TRUSS SEE MASONRY (SHOWN) (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" d o O TRUSS PLAN FOR PLAN FOR MORE INFO •• OR WOOD WALL PER O.C. w/ EXT. SHEATHING (2) 2x SPF .TOP SHEAT CONNECTIONS PLAN &CONNECTIONS FROM TOP OF WALL TO PLATES U.N.O. z Q 2x4 NAILER W/ (2) BOTTOM OF TRUSS/ u 16d NAILS @ 16" O.C. 2nd ST �'� SECTION @ RAISED HEEL TRUSS GIRDER SEE PLAN FOR (2) 2x HEADER 0 BOTTO WINDOW ATTACHMENT w 2x4 STUDS @ 16" O.C. 1/2"=1'-0" SEE FLOOR PLAN p I .- ATTAC INFO. IF WALL B SCHED WINDOW SEE PLAN SHEATHING ISN'T CONT. FOR MORE INFO to ; 0 '1 1/2 GYP. BOARD 2x BRG WALL W/ SIMPSON SP2 TOP FOR LOCATION 2x STUDS SEE PLAN w C� LSTA18 STRAPS ARE SIMPSON H10A @ @ 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO W (2) 2x BASE PLATE w/ STUDS ABOVE ARE Uj W W EACH DIAGONAL (2) 12d NAILS @ 12" &SP1 BASE. LSTA18 OR MTS12 MAY BE USED @ BASE.(WHEN WALL TOENAILS EACH SIDE GIRDER BELOW TO ALIGN W/ STUDS d 4 U W BRACE O.C. USE SIMPSON IS CONT. BRG ON TRUSS STRAP BELOW MTS12,OR LSTA18 TO STUDS w/ LSTA1$ 16" O.C. TO IF WALL SHEATHING IS SEE LD02/SD2 FOR W _ Q @ STOPPED BELOW MORE INFO IFI I I I W STA3 Z CS18 EA. STUD ABOVE BLOCKING BELOW. TRUSS BELOW) ROOF LINE TRUSSES ARE HEADER TO W W TO STUD BELOW W/ 12" NOT REQ'D IF STUD 1S 2x P.T. BASE PLATE SEE Q W J END LENGTHS & CONNECTED w/ MTS12 3/4`' FLOOR SHEATHING ATTACHED PARALLEL TO WALL BUILT UP 1 D LE NAILS OR CONNECTED PER NAILING SCHEDULE 2x BASE PLATE W/ 12d BEARING SCHEDULE FOR H ,� Wil. ( @ 24" O.C. TO FLOOR ROOF SHEATHING A.B. INFO STUD Ak O 2x BOTTOM PLATE, 2x BLOCKING W/ (2) 12d FLOOR TRUSS PER SYSTEM BELOW ATTACHED PER ATTACH TO DOUBLE TOENAILS EACH END PLAN NAILING SCHEDULEtL w O TOP PLATE 1N/ (2) 1/4" x PLYWOOD FLOORING SEE FOUND, PLAN FOR FTG. REQ. A -W) '� m 4-1/2" SDS SCREWS SEE FLOOR FRAMING ,, to O W CV Z @ 1/2 J -BOLTS @ 6 FROM EA. END OF SEE CHART FOR REQUIRED JACKS/ �. STRAPS TOP & 12" O.C,, STAGGER (2) 2x4 #2 SYP PLAN FOR MORE INFO ( A WALL & WALL OPENINGS @ 32"o.c. B KINGS # OF STUDS TO MATCH BLOCKING w/ SIMPSON BOTTOM OF EA. STUD CIL CL N ROWS 6 MAX. W/ 7 MIN, EMBEDMENT & BETWEEN FLOORS SEE PLAN PER BEARING WALL O.S.B. HUC24-2 EACH END, BLDG DESIGN: -- WASHER SEE BEARING WALL SCHEDULE USE (4) 10d & (2) 10d SEE PLAN FOR SCHEDULE FOR MORE INFORMATION. STRUCTURAL ENG: MCD 2x BEARING WALL SOTTO � NAILS. UNDER TRUSS DIRECTION" WITH ROOF LOAD (MIN:WINDOW JAMBS ONLY &MORE INFO �- ) L- — _ — _ _ — ALTERNATE CONNECTION: 1/2ALL AT OPENINGS LARGERTHAN DRAFTING ~�"`- REFER TO BEARING 2x LED _ _ THREAD ROD 6" FROM EA. END OF 4'-2" ATTACH TOP PLATE TO FLOOR LOW ROOF TRUSS SEE TRUSS WALL, WALL OPENINGS & AT 32" O.C, HEADER WITH LSTA12 BENT WALL SCHEDULE FOR 1/4" X 3 PLAN FOR CONNECTIONS (IF MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP FLOOR GIRDER SEE STUD BASE TRUSS IS CONT. BRG ON SEE TRUSS LAYOUT SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO SDS S PLAN FOR FOR TRUSS LOCATION CONNECTION & MASONRY USE HETA16/20 @ 24" MASONRY (SHOWN) HEADER BOTTOM PLATE (2) 2x4 O,C. OR ON WOOD USE HGA OR WOOD WALL PER CONNECTION & CONNECTION INFO. ANCHORS CLIPS @ 24" O.C.) PLAN Z. -- - 4 RY NTER R L -DESIGN: o 0 QC CHECK. MRB JOB No. PSQ-2171609 SCALE: AS INDICATED DATE: 09/25/17 HANGER BY OTHERS EXTERIOR SHEATHING 2x8 #2 SPF MIN STUDS EXTERIOR SHEATHING --. � W - FROM TOP OF WALL @ 16" O.C. PER PLAN TO BOTTOM OF SILL FROM TOP OF WALL w TO BOTTOM OF SILL PLATE ATTACH PER PLATE ATTACH PER 2x4 CONT. W/ (2) 12d w TRUSS PER PLAN NAILING SCHEDULE NAILING SCHEDULE NAILS TO EACH STUD O to ROOF SHEATHING ROOF SHEATHING 2nd STORY WALL PER R NAILING SIMPSON H2.5 EA. I ATTACH PER NAILING PLAN IMPSON H2,5 EA. I z SCHEDULATTACH E TRUSS 2x4 CONT. W/ (2) 112d - SCHEDULE tSS > I IPRE-ENGINEERED NAILS TO EACH STUD I I PRE-ENGINEERED a TRUSS PER PLAN TRUSS PER PLAN a 2x8 #2 SYP SILL PLATE (2) 2x SYP #2 COLUMNS L e 2x6 #2 SYP CONT I� IW/ LEDGER W/ (2) Ya x3-1/2 %" J -BOLT OR I ON EITHER SIDE OF GIRDER PROVIDE EPDXY ANCHOR SDS WOOD SCREWS @ (J -BOLT PREFERED ( ) @ I p I L 16" O.C. MAX. & 3" ..a W SUFFICIENT ROOM 32" O.C. W/MIN. 7"' FROM EA. END USE 2x6 #2 SYP CONT, 4 [� FOR GIRDER HANGER FLANGE: ATTACH - EMBEDMENT & 6" (3) SCREWS FOR 24" I SIMPSON LUS26. USE FROM EACH END LEDGER W/ (2) %4'x3-1/2" _ •°'SDS WOOD SCREWS @SIMPSON LUS26. USE •a FLOOR TRUSS; SEERE LCESS LEDGER INTO - -- TO EA. ESS LEDGER INTO _ RUSS. VERIFY W/ O C TRUSS2 FOR 2PLY ITTRUSSSHOP P YLEDGER VERIFY W/ 1 LUS26-2 FOR 2 L FRAMING PLAN FOR TRUSS DONNECOT 3USE LLJ COLUMN w/ (4) 1/4" x SHOP FROM EA. END (3) w ON DETAIL LU r�� � �[ � �,�,. �. ��IITRUSS 3-1/2 (8 TOTAL) LEDGER PER PLAN SIMPSON SDS RAWINGS 2x8 SYP #2 LEDGER 1N/ � � 11 RAWINGS SCREWS FOR 24 O.C. a I 2x8 SYP #2 LEDGER W/ � _„J � SCREWS MIN. (4) 16d NAILS TO MASONRY WALL PER MIN. (4) 16d NAILS TO MASONRY WALL PER ` ®®,••®••,® `�� U Uj co •••o% EACH STUD (AT EACH PLAN EA. TRUSS 24" O.C.U PLAN O •, ° R V • '1i Co ` SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER OPT. TRUSS RECESS LEDGER T. USE EA, NAILS) S) Z Q w v, , ar �•. LU Z 16d NAILS) �� z .Q� W Q. a. D01 LEDGER AT GIRDER D03 LEDGER @OPEN TO BELOW D04 LEDGER @LOW ROOF ®,Its ® I ALIGN 2ND FL STUDS w/ 1ST STUDS 2x BEARING WA PLAN (2) 2x SPF#2 BA PLATE. ATTACH W/ (2) 16d NAILS TRUSS, THEN A 2ND PLY W/ (2) 1 @ 12" O.C. SIMPSON CS18 WF 16/SD6 (2) 2x TOP PLAT 3/4"=1'-0" 3/4"=1'-0" LL +eao1'a�w O m U - z O EXT, SHEATHING FROM EXT. SHEATHING j U C OOR TOP OF WALL TO DBL 2x8 MIN. SPF #2 @ 16 ATTACH PER NAILING O BOTTOM PLATE. IF O.C. - SEE FRAMING SCHEDULE 0: FLOOR SHEATHING IS NOT PLAN FOR MORE INFO. 2x8 s MIN. SPF #2 @ 16 p O.C. MAX W/ MID POINT >li Q © Gb�ryf CONT. ADD BLOCKING EXT, FINISH PER BLOCKING (U.N.O.) [r LL PER @SHEATHING SPLICE 2x4 BLOCKING ARCHS � U W/ (3) 10d TOENAILS BETWEEN STUDS W/ SE EA, END. SIMPS. SP4 (2) 12d TOE NAILS MSTAM24 EA. SIDE OF ` I= O z 1ST PLY @TOP REQ'D EACH END H w a g EA. STUD TO WALL Cr. z U c O BELOW W/ (9) 1 O ROOF SHEATHING NAILS AND (5) 1/4"x2 p N Z c @EACH SEE LD02/SD2 FOR SHEATHING PER PLAN N � ¢' TTACHMORE INFO. ATTACH PER NAILING ATTACH PER NAILING 3/4" TAPCONS PER ' Q w Od NAILS SCHEDULE STRAP; CENTER SCHEDULE co I� E~ c�StiG (D LL O U 2x4 SYP#2 BLOCKING STRAP BETWEEN • e 2x8 #2 SYP P.T. SILL O o Z ti4 PER W/ 2 10d TOE NAILS 2x8 #2 SYP P.T. SILL MASONRY WALL AND • z c� O PLATE w/ 1/2 J -BOLT PLATE W/ 1/2" J -BOLT FRAME WALL O o W/ MIN. 7" EMBED. @ 6" OR EPDXY ANCHOR Q z0 FROM EACH END & @ CONTRACTOR MAY USE t BOLT (J -BOLT O Q E SIMPSON HTT4 AT PREFERED) W! MIN, 7" 32 O.C. MAX W/ WASHER, ALTERNATE AL WINDOW JAMB STUDS EMBED. @ 32" O.C. & 3" (2) 2x SPF TOP LU CONNECTION: USE 1/2" IF SHEATHING IS NOT INSTEAD OF INDICATED FROM EA.END PLATES U.N.O. LOW ROOF TRUSS W/ ALL THREAD ROD W/ 7" °` CONTINUOUS TO BASE EXTERIOR FLAT STRAP. ~ W W SEE PLAN FOR 16" TALL RAISED HEEL MIN. EMBED USING PLATE, SP8 TOP AND INTERIOR FLAT STRAPSHEATHING TO I=- a (2) 2x HEADER O BEARING WALL BOTTOM CHORD SIMPSON SET -XP BOTTOM ARE REQ'D IS STILL REQUIRED A7 OVERLAP BOTTOM U JAMB STUD CONDITION PLATE 1 1/4SEE FLOOR PLAN SP4 TOP & REQUIREMENTS EXTENSION EPDXY @ 6" FROM " (MIN.) FOR MORE INFO BOTTOM OF EA. U Z EACH END & @ 32" O.C. 1, ": C.M.U. WALL PER PLAN 1x P7 NAILER AS REQ'D STUD U.N.O. z ATTACH TRUSS TO MAX W/ WASHER SEE ARCHS FOR d _1 BEARING WALL USING ° FURRING AND d. _ z INTERIOR FINISH ° C CONT, #5 IN TIE BEAM STA30 HEADER m SIMPSON H10A U.N.O. SIMPSON CS18 O C� r� • a; MASONRY WALL PER TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO Q V, W J $ SECTION @ 2—STORY BRG.*Fl SECTION @ OPEN TO ABOVE PLAN EXT, FINISH PER .' STUDS ABOVE ARE HEADER BELOW N „_ „_ ARCHS TO ALIGN W/ STUDS o 06 w z U) _j o . 3/4"=1 1 -1-0 BELOW 1— z - U r fiFO WALL SPLICE DETAILS 1/2 THREADED ROD WITHIN 6 OF /2 THREADED ROD Vr Q O c 2x BRG WALL W/ SIMPSON BUILT UP COLUMN ABOVE W/ NUT @ 32 O.C. MAX W! 0 Z 0 H ❑ 0 ao 2x BLOCKING W/ 2 12d 1-1/2"=1'-0" & 2" WASHER TOP &BOTTOM. NUT & 2" WASHER a O w z_ tO SP2 @TOP &SP1 @BASE, O TOP & BOTTOM W J R z W o c0 TOENAILS EACH END LSTA18 OR MTS12 MAY BE O � '� O O CL - m Z I'- � w Iii o USED @ BASE 2x BASE PLATE W/ (2) PRE ENGINEERED 0 0 z 0 � 2 z C EXTERIOR SHEATHING 12d NAILS @ 12" O.C. 12 TRUSSES @ 24 O.C. 2x SPF BASE << d w. Z O E ATTACH PER NAILING MAX. PER PLAN PLATE O /�' a i, O z 3/4" FLOOR SHEATHING PER PLAN SEE ARCHS FOR ROOF Q J6 Jim O'6 d ° SCHEDULE ATTACHED PER WATERPROOFING AND z �' Z O w N Q NAILING SCHEDULE FINISH W O O V N (2) 2x4 #2 SYP w TRUSS ANCHOR (SEE PROVIDE SOLID BLOCKING PRE-ENGINEERED _ `-'I BLOCKING w/ SIMPSON PLAN) WITHIN FLOOR SYSTEM FLOOR SYSTEM WUC24-2 EACH END, ROOF SHEATHING UNDER BUILT UP COLUMNS♦^ KNEEWALL OR O i-•- V J ..... .USE (4) 10d & (2) 10d Z � SEE PLAN ATTACHED PER BEAM Q l-- NAILS. UNDER -0 NAILING SCHEDULE Q j W CV WINDOW JAMBS USE (2) 2x TOP PLATE ., O.H. LLI (2) 2x6 w/ HUC26-2. FLOOR TRUSS PER PER ELEV. ~ PLAN � W LOW ROOF TRUSS SEE MASONRY (SHOWN) (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" d o O TRUSS PLAN FOR PLAN FOR MORE INFO •• OR WOOD WALL PER O.C. w/ EXT. SHEATHING (2) 2x SPF .TOP SHEAT CONNECTIONS PLAN &CONNECTIONS FROM TOP OF WALL TO PLATES U.N.O. z Q 2x4 NAILER W/ (2) BOTTOM OF TRUSS/ u 16d NAILS @ 16" O.C. 2nd ST �'� SECTION @ RAISED HEEL TRUSS GIRDER SEE PLAN FOR (2) 2x HEADER 0 BOTTO WINDOW ATTACHMENT w 2x4 STUDS @ 16" O.C. 1/2"=1'-0" SEE FLOOR PLAN p I .- ATTAC INFO. IF WALL B SCHED WINDOW SEE PLAN SHEATHING ISN'T CONT. FOR MORE INFO to ; 0 '1 1/2 GYP. BOARD 2x BRG WALL W/ SIMPSON SP2 TOP FOR LOCATION 2x STUDS SEE PLAN w C� LSTA18 STRAPS ARE SIMPSON H10A @ @ 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO W (2) 2x BASE PLATE w/ STUDS ABOVE ARE Uj W W EACH DIAGONAL (2) 12d NAILS @ 12" &SP1 BASE. LSTA18 OR MTS12 MAY BE USED @ BASE.(WHEN WALL TOENAILS EACH SIDE GIRDER BELOW TO ALIGN W/ STUDS d 4 U W BRACE O.C. USE SIMPSON IS CONT. BRG ON TRUSS STRAP BELOW MTS12,OR LSTA18 TO STUDS w/ LSTA1$ 16" O.C. TO IF WALL SHEATHING IS SEE LD02/SD2 FOR W _ Q @ STOPPED BELOW MORE INFO IFI I I I W STA3 Z CS18 EA. STUD ABOVE BLOCKING BELOW. TRUSS BELOW) ROOF LINE TRUSSES ARE HEADER TO W W TO STUD BELOW W/ 12" NOT REQ'D IF STUD 1S 2x P.T. BASE PLATE SEE Q W J END LENGTHS & CONNECTED w/ MTS12 3/4`' FLOOR SHEATHING ATTACHED PARALLEL TO WALL BUILT UP 1 D LE NAILS OR CONNECTED PER NAILING SCHEDULE 2x BASE PLATE W/ 12d BEARING SCHEDULE FOR H ,� Wil. ( @ 24" O.C. TO FLOOR ROOF SHEATHING A.B. INFO STUD Ak O 2x BOTTOM PLATE, 2x BLOCKING W/ (2) 12d FLOOR TRUSS PER SYSTEM BELOW ATTACHED PER ATTACH TO DOUBLE TOENAILS EACH END PLAN NAILING SCHEDULEtL w O TOP PLATE 1N/ (2) 1/4" x PLYWOOD FLOORING SEE FOUND, PLAN FOR FTG. REQ. A -W) '� m 4-1/2" SDS SCREWS SEE FLOOR FRAMING ,, to O W CV Z @ 1/2 J -BOLTS @ 6 FROM EA. END OF SEE CHART FOR REQUIRED JACKS/ �. STRAPS TOP & 12" O.C,, STAGGER (2) 2x4 #2 SYP PLAN FOR MORE INFO ( A WALL & WALL OPENINGS @ 32"o.c. B KINGS # OF STUDS TO MATCH BLOCKING w/ SIMPSON BOTTOM OF EA. STUD CIL CL N ROWS 6 MAX. W/ 7 MIN, EMBEDMENT & BETWEEN FLOORS SEE PLAN PER BEARING WALL O.S.B. HUC24-2 EACH END, BLDG DESIGN: -- WASHER SEE BEARING WALL SCHEDULE USE (4) 10d & (2) 10d SEE PLAN FOR SCHEDULE FOR MORE INFORMATION. STRUCTURAL ENG: MCD 2x BEARING WALL SOTTO � NAILS. UNDER TRUSS DIRECTION" WITH ROOF LOAD (MIN:WINDOW JAMBS ONLY &MORE INFO �- ) L- — _ — _ _ — ALTERNATE CONNECTION: 1/2ALL AT OPENINGS LARGERTHAN DRAFTING ~�"`- REFER TO BEARING 2x LED _ _ THREAD ROD 6" FROM EA. END OF 4'-2" ATTACH TOP PLATE TO FLOOR LOW ROOF TRUSS SEE TRUSS WALL, WALL OPENINGS & AT 32" O.C, HEADER WITH LSTA12 BENT WALL SCHEDULE FOR 1/4" X 3 PLAN FOR CONNECTIONS (IF MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP FLOOR GIRDER SEE STUD BASE TRUSS IS CONT. BRG ON SEE TRUSS LAYOUT SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO SDS S PLAN FOR FOR TRUSS LOCATION CONNECTION & MASONRY USE HETA16/20 @ 24" MASONRY (SHOWN) HEADER BOTTOM PLATE (2) 2x4 O,C. OR ON WOOD USE HGA OR WOOD WALL PER CONNECTION & CONNECTION INFO. ANCHORS CLIPS @ 24" O.C.) PLAN Z. -- - 4 RY NTER R L ING @ 2 STORY FRAME WALL S1 SECTION @ COMBO TRUSS F1 TYPICAL CONNECTION @GIRDER OR BEAM F 40 TO I IOR BEA INC WA L 111=1V -01f 11_1� 1/211=11-OVI 3/4"=11-011 1111'_� 111=11-011 S D6 nt is copyrighted and is the exclusive property of MONTA CONSULTING DESIGN OF 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 p p y Y p -DESIGN: -STRUCT: DJ QC CHECK. MRB JOB No. PSQ-2171609 SCALE: AS INDICATED DATE: 09/25/17 ING @ 2 STORY FRAME WALL S1 SECTION @ COMBO TRUSS F1 TYPICAL CONNECTION @GIRDER OR BEAM F 40 TO I IOR BEA INC WA L 111=1V -01f 11_1� 1/211=11-OVI 3/4"=11-011 1111'_� 111=11-011 S D6 nt is copyrighted and is the exclusive property of MONTA CONSULTING DESIGN OF 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 p p y Y p n SYP#2 STRINGERS W( UTILIZED AS BLOCKING00 HEIGHT OF STAIRS AT LANDING STANDARD (3) 2X12 JOISTS (#2 SYP) MIN. (3) 2x SYP #2 12'-0" OR LESS STRINGERS W/ 2x8 STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) X FLOOR SYSTEM 16d NAILS FROM NOTCH SILL PLATE SIMPSON A35 / A34 (2)2x12 SYP#2 HEADER Z p(5 Co TO BUILT-UP STUD I 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ COLUMN g LINE UP 2xJO1ST IN 6" MIN. LINE WITH MIDDLE CLIP TO FLOOR STANDARD (3)2x12 2x12 STRINGER TO BE J. 0 24" O.C. W/ (2) 12d NOT USED F L c o O d N- = LL o v 0 W LLI _ -- - 'S W w est p 0) 00 ULLe � ° Q -� = cr-U W ffi ® 0. ❑ J oaLL O LLi ®soti'rs�plaae���� w,,> V Z > Q O • a. Ld U o J • � 1- C� Z X W U o 0 (n p ❑ F Z W p �� �..� O N Z �ti9 H Z � 0 O z O p jw W= 2 =w ,..J W -�- SCHEDULE REQ D @ END OF LANDING FOR STRINGERS TO MIN. 2x8 SYP#2 JOISTS WALL) CONT, LEDGER w/ (3) 16d STRINGERS TO BE NOTCHED U Z CONNECT T0, BEAM TO BEAR @LANDING @ 16"0,C. NAILS@ 16" O.C. MAX. TO EACH AT LANDING OR LET -IN 2x4 Q p W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS SYP#2 CLEAT AND ATTACH TO 0 DIRECTLY BE BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY JOISTS BELOW W/(2) -12d NAILS ' ' r COLUMNS BELOW OR EACH SIDE WALL) 16" O.C. � �� UU W � n o W L) @ 3/z 2x4 #2 SPF STUDS m ALTERNATE HANGER @ U _, rn (�Ur-oma 2x4 CONT, TOP PLATE 24 O.C. SEE ARCH PLAN 2x6 VERTICAL @ 6 -0 Z 0 v� O H c� �,, E RIGHT OF THIS DETAIL (3) 16d TOENAILS � � �� @ `� W -� N r MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 0 C MIN AND @ ANY ry w $ A -A PLAN VIEW e, 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" 0 C TOP AND A35 @ EA, STRINGER BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" 0 Q p X X NAILS HANDBALL NOTCH SILL PLATE SIMPSON A35 / A34 QQ Z p(5 Co I 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ FOR VERTICAL g M IS J z z o CLIP TO FLOOR 1 Od NAILS @ 4" O.C. (NOTCHED @ 2x6 24" O.C. W/ (2) 12d t0 Z fZ © _ 0 cn :s w MIN. 2x8 SYP#2 JOISTS VERTICAL LOCATIONS). TOENAILS BOTTOM 2x L -BRACE W/ 12d NAILS @4"Q.C. Q 0 SYSTEM & LANDING Z E-- w o O ¢ ¢ to I-- ZU E U�w O= g @ LANDING @ 16"O.C. FRAMING o W/ SIMPSON A35 OR p Z LUS26 HANGER ON _ U_ _`5 EACH SIDE _ a u. C0_ ;- MID SPAN BLOCKING 00 U_ (2)2x12 SYP#2 BEAM TO MATCH JOIST p PER SCHEDULE REQ'D DEPTH W/ (3) 10d w @END OF LANDING TOENAILS EACH END � FOR STRINGERS TO 10" MIN, CONNECT T0, BEAM 11 TO BEAR DIRECTLY ON MIN, 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS ATTACHING TO MASONRY BELOW OR WALL) CONT. LEDGER w/ (3) re ALTERNATE HANGER SEE TABLE FOR MAX. 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS WIDTH OF LANDING TO EACH STUD. ((2) 1/4" x 3 DETAIL 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW @ 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) STAIR WINDER DETAIL MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB PLYWOOD SHEATHING FROM (2)2x12 SYP#2 OF LANDING SHEATHING OVER OVER LANDING HEADER TO BUILT UP LANDING ATTACHED MIN. 2x8 SYP#2 JOIST ATTACHED PER STUD COLUMN PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR OPTIONAL (2)2x12 SYP#2 CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION ATTACHMENT TO MASONRY WALL) NOTES CMU/LEDGER IN LIEU OF BEAM @ END OF BUILT UP COLUMN 16" O.C. LANDING PER WOOD: MID SPAN BLOCKING MAX SCHEDULE HU210-2/HUC210-2 W1 TO MATCH JOIST OPTIONAL (2)2X12 SYP#2 (18)16d NAILS TO O DEPTH W/ (3) 10d ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORT AND o TOENAILS EACH END IN LIEU OF BUILT UP COLUMN (10)1Od NAILS TO (2)2x12 p U_HU210-2/HUC210-2 Z WOOD: W/ SYP#2 HEADER (18)16d MASONRY: _j p NAILS TO LEDGER/SUPPORT HU210-2/HUC210-2`W/ ¢ _ AND (10)1Od NAILS TO (2)7*12 (18) 1/4"x3-1/4" TAPCONSo w SIMPSON A35 SYP#2 HEADER TO CMU AND (10) 10d cwia CONNECTIONS MASONRY: NAILS TO (2)2x12 SYP#2 SEE PLAN FOR HU210-2/HUC210-2 W/ (18) HEADER MASONRY WALL OR 1/4"x3-1/4" TAPCONS TO CMU WOOD WALL MASONRY WALL OR AND (10) 1 O NAILS TO (2)2x12 STANDARD (3) 2X12 FRAME WALL BEYOND SYP#2 HEADER SYP #2 STRINGERS W/p BF SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING 13-13 CROSS SECTION OF BEAM TO LEDGER FRAMING IN. 2x8 SYP#2 JOIST (P.T. IF (2) 2x12 SYP#2 BEAM PER ATTACHING TO MASONRY NOT USED F L c o O d N- = LL o v 0 W LLI _ -- - 'S W w est p 0) 00 ULLe � ° Q -� = cr-U W ffi ® 0. ❑ J oaLL O LLi ®soti'rs�plaae���� w,,> V Z > Q O • a. Ld U o J • � 1- C� Z X W U o 0 (n p ❑ F Z W p �� �..� O N Z �ti9 H Z � 0 O z O p jw W= 2 =w ,..J W -�- SCHEDULE REQ D @ END OF LANDING FOR STRINGERS TO MIN. 2x8 SYP#2 JOISTS WALL) CONT, LEDGER w/ (3) 16d STRINGERS TO BE NOTCHED U Z CONNECT T0, BEAM TO BEAR @LANDING @ 16"0,C. NAILS@ 16" O.C. MAX. TO EACH AT LANDING OR LET -IN 2x4 Q p W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS SYP#2 CLEAT AND ATTACH TO 0 DIRECTLY BE BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY JOISTS BELOW W/(2) -12d NAILS ' ' r COLUMNS BELOW OR EACH SIDE WALL) 16" O.C. � �� UU W � n o W L) @ 3/z 2x4 #2 SPF STUDS m ALTERNATE HANGER @ U _, rn (�Ur-oma 2x4 CONT, TOP PLATE 24 O.C. SEE ARCH PLAN 2x6 VERTICAL @ 6 -0 Z 0 v� O H c� �,, E RIGHT OF THIS DETAIL (3) 16d TOENAILS � � �� @ `� W -� N r MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 0 C MIN AND @ ANY ry w $ A -A PLAN VIEW e, 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" 0 C TOP AND A35 @ EA, STRINGER BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" BOTTOM CHORD TO LANDING NOTCH SILL AND p �a PLYWOOD FLOORING z Ii.— U_ O N F- NOTE: TO ALLOW VERTICAL Z w N FLOOR SYSTEM PER SEE ARCHS. FOR MAX, 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM TO SLIDE DOWN TO W J W O U 2x6 VERTICAL AND RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC L -BRACE 6'-0" O.C. & FACE OF TRUSS _ �... FRAMING PLAN TYP. @ MIN. I— TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ANY OPENING SECTION X -X 0 �.:. . , r B STRINGER ATTACHMENTS. SEE CHART FOR MIN, SIZE OF INSIDE BEAM. 2x4 CONT. TOP PLATE Z W NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. (ATTACH TOP PLATE li W 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 1N/ (3) %a" x 3 31/2 TOE NAILS W " _ HEIGHT AND PLAN SDS WOOD SCREWS LAYOUT. HEADER N.T.S. EQUALLY WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ WALL COULD BE 2x4 CONT, TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER W Q REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 2x12 STRINGERS ONE FOR REQUIRED STUDS W1(2)16d TOE 3 ' ATTACHED TO TRUSS 0 Z r C ON EACH SIDE AND HEADER AND NAILS '�` BELOW (OTHERWISE w O SUPPORT SEE ARCH PLAN _ ATTACH W/ (2) 12d ❑ i- ONE @ MID -SPAN A A INFORMATION, MAX. 4'-0" ABOVE FLOOR, TOENAILS @ BOTTOM) (D Q A34 @ EA. STRINGER I 2x4 #2 SPF STUDS @ X X i � W W 11 TO LANDING 2x4 SILL PLATE W/ (2) �, W 24 O.C. W/ (2) 12d NOTCH FLOOR f 16d TOE NAIL EA, U LU Lj 2x JOIST (P.T. IF TOENAILS BOTTOM SHEATHING TO 2x ATTACHED TO III 0 ¢( W ATTACHING TO MASONRY ACCOMMODATE 2x CONT. BRACE & 10d STRINGER (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ NAILS 4" O.C. TO 2x4 SILL .PLATE W/ (2) FLOOR@SHEATHING � = Z W III PER SCHEDULE @END (3) 16d NAILS @ 16 O.C. ( __ OF LANDING FOR �� NOTCH SILL AND 10d NAILS @ 4" O,C. _�„ � W � � MAX, TO EACH STUD, ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 <C W J 2x12 STRINGERS ONE I I I I STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS).I 2x4 TO TRUSS Z Q UATTACH CL 1 ON EACH SIDE AND I I I I CONNECT TO, BEAM 16" O.C. MAX, FOR TO SLIDE DOWN TO W/ (2) %4'x3" SDS w ONE @ MID -SPAN I I I I TO BEAR DIRECTLY ON MASONRY WALL) FACE OF TRUSS SCREWS EQUALLY V C _ I I I I BUILT UP COLUMN �� SPACED & CENTERED w I I I BELOW. 2x6 VERTICAL AND IN TRUSS -i i m A35 CONNECTION / III ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & cn O X N Z TO TRUSS W/ (3) Y4' x 3" _ � ..��.. WOOD EE MASONRY @ANY OPENING ~ a a N WALL SEE PLAN FOR SDS WOOD SCREWS. 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO EQUALLY BLDG DESIGN: --- FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 SPACED/CENTERED IN TRUSS SEE PLAN STRUCTURAL ENG: MCD MIN. (6) 1/4"x3-1/4" EVENLY COLUMN 2x JOIST PER TRUSS TO OUTSIDE DRAFTING: SPACED TAPCONS @ MIN. SCHEDULE FACE OF TRUSS -DESIGN: --- -- END DISTANCE OF 1-1/2 2x P.T. BOTTOM PLATE HEIGH7 OF LANDING STRUCT: DJ SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR _____._______..________._.___._______._._.__________ PER FLOOR PLAN N.T.S. QC CHECK: MRB JOB No. PSQ-2171609 SCALE: AS INDICATED rST01 GENERAL LANDING & rST03 SECTION HANDRAIL W/ DATE: 09,25,17 STAIR FRAMING INFO SCALE: 3/4"=V-0,. FLOOR TRUSSES SCALE: 3/4"=1'-0" ST1 T CD 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#hese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MP p Y is r —'. 1Nn11o111 111AiP111111111111111111 fU 11 WIN Ili 71 1 1G -f 11' 1 i• _I'.. it 1': III IT i11:1111111 11h I STUDS W/ (2) 16d TOE OPENING W/IN w 0 Q p X X NAILS HANDBALL NOTCH SILL PLATE O o. QQ Z p(5 Co I 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ FOR VERTICAL g M IS J z z o 1 Od NAILS @ 4" O.C. (NOTCHED @ 2x6 24" O.C. W/ (2) 12d t0 Z fZ © _ 0 cn :s w VERTICAL LOCATIONS). TOENAILS BOTTOM 2x L -BRACE W/ 12d NAILS @4"Q.C. Q 0 Z E-- w o O ¢ ¢ to I-- ZU E U�w O= BOTTOM CHORD TO LANDING NOTCH SILL AND p �a PLYWOOD FLOORING z Ii.— U_ O N F- NOTE: TO ALLOW VERTICAL Z w N FLOOR SYSTEM PER SEE ARCHS. FOR MAX, 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM TO SLIDE DOWN TO W J W O U 2x6 VERTICAL AND RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC L -BRACE 6'-0" O.C. & FACE OF TRUSS _ �... FRAMING PLAN TYP. @ MIN. I— TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ANY OPENING SECTION X -X 0 �.:. . , r B STRINGER ATTACHMENTS. SEE CHART FOR MIN, SIZE OF INSIDE BEAM. 2x4 CONT. TOP PLATE Z W NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. (ATTACH TOP PLATE li W 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 1N/ (3) %a" x 3 31/2 TOE NAILS W " _ HEIGHT AND PLAN SDS WOOD SCREWS LAYOUT. HEADER N.T.S. EQUALLY WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ WALL COULD BE 2x4 CONT, TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER W Q REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 2x12 STRINGERS ONE FOR REQUIRED STUDS W1(2)16d TOE 3 ' ATTACHED TO TRUSS 0 Z r C ON EACH SIDE AND HEADER AND NAILS '�` BELOW (OTHERWISE w O SUPPORT SEE ARCH PLAN _ ATTACH W/ (2) 12d ❑ i- ONE @ MID -SPAN A A INFORMATION, MAX. 4'-0" ABOVE FLOOR, TOENAILS @ BOTTOM) (D Q A34 @ EA. STRINGER I 2x4 #2 SPF STUDS @ X X i � W W 11 TO LANDING 2x4 SILL PLATE W/ (2) �, W 24 O.C. W/ (2) 12d NOTCH FLOOR f 16d TOE NAIL EA, U LU Lj 2x JOIST (P.T. IF TOENAILS BOTTOM SHEATHING TO 2x ATTACHED TO III 0 ¢( W ATTACHING TO MASONRY ACCOMMODATE 2x CONT. BRACE & 10d STRINGER (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ NAILS 4" O.C. TO 2x4 SILL .PLATE W/ (2) FLOOR@SHEATHING � = Z W III PER SCHEDULE @END (3) 16d NAILS @ 16 O.C. ( __ OF LANDING FOR �� NOTCH SILL AND 10d NAILS @ 4" O,C. _�„ � W � � MAX, TO EACH STUD, ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 <C W J 2x12 STRINGERS ONE I I I I STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS).I 2x4 TO TRUSS Z Q UATTACH CL 1 ON EACH SIDE AND I I I I CONNECT TO, BEAM 16" O.C. MAX, FOR TO SLIDE DOWN TO W/ (2) %4'x3" SDS w ONE @ MID -SPAN I I I I TO BEAR DIRECTLY ON MASONRY WALL) FACE OF TRUSS SCREWS EQUALLY V C _ I I I I BUILT UP COLUMN �� SPACED & CENTERED w I I I BELOW. 2x6 VERTICAL AND IN TRUSS -i i m A35 CONNECTION / III ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & cn O X N Z TO TRUSS W/ (3) Y4' x 3" _ � ..��.. WOOD EE MASONRY @ANY OPENING ~ a a N WALL SEE PLAN FOR SDS WOOD SCREWS. 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO EQUALLY BLDG DESIGN: --- FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 SPACED/CENTERED IN TRUSS SEE PLAN STRUCTURAL ENG: MCD MIN. (6) 1/4"x3-1/4" EVENLY COLUMN 2x JOIST PER TRUSS TO OUTSIDE DRAFTING: SPACED TAPCONS @ MIN. SCHEDULE FACE OF TRUSS -DESIGN: --- -- END DISTANCE OF 1-1/2 2x P.T. BOTTOM PLATE HEIGH7 OF LANDING STRUCT: DJ SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR _____._______..________._.___._______._._.__________ PER FLOOR PLAN N.T.S. QC CHECK: MRB JOB No. PSQ-2171609 SCALE: AS INDICATED rST01 GENERAL LANDING & rST03 SECTION HANDRAIL W/ DATE: 09,25,17 STAIR FRAMING INFO SCALE: 3/4"=V-0,. FLOOR TRUSSES SCALE: 3/4"=1'-0" ST1 T CD 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#hese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MP p Y is r —'. 1Nn11o111 111AiP111111111111111111 fU 11 WIN Ili 71 1 1G -f 11' 1 i• _I'.. it 1': III IT i11:1111111 11h I